Loading...
HomeMy WebLinkAboutB07-0275 PLANS SOLARIS VOLUME 3 STRUCTURAL.pdf ,. t r ° SNEET INDEX SNEET INDEX SNEET INDEX �� SHEET NAME CONTROLLING ISSUE ��� SHEET NAME CONTROLLING ISSI� �B� SHEET NAME GONTROLLING ISSUE SO.OI SHEET INDEX CCD #24 52.23A LEVEL 3 ENLARGED SLAB PLAN - AREA �4 CCD #24 S6.02 FRAMING DETAILS CCD #24 . • 51 .00 GENERAL NOTES AND SCHEDULES GCD �36 S2.23B LEVEL 3 ENLARGED PENETRATION PLAN - AREA # 4 GGD #38 5603 FRAMING DETAILS CGD #36 � � . • � Arch � t ts _ S1 .00A SCNEDULES CCD #36 52.23G LEVEL 3 ENLARGED OVERFRAMING PENETRATION PLAN - AREA # 4 CCD #24 56.04 FRAMING DETAILS CGD #24 K � . 4 O ` S1 .00B TYPICAL DETAILS GCD #36 52.24 LEVEL 3 ENLARGED PLAN - AREA #5 GCD #24 56.05 FRAMING DETAILS CCD #32 �� • 51 .01 SGNEDULES GCD #24 S2.24A LEVEL 3 ENLARGED SLAB PLAN - AREA #5 GCD #24 56.06 FRAMING DETAILS CCD #24 51 .02 COORDINATE PLAN CCD #24 52.248 LEVEL 3 ENLARGED PENETRATION PLAN - AREA #5 GCD #24 5607 FRAMING DETAILS CCD #36 2301 BLAKE ST , STE #100 � ° � . , DENVER, COLORADO 80205 S1 .03 LOAD PLANS CCD #24 S2.25 LEVEL 4 PLAN CCD #38 S6.08 FRAMING DETAILS CCD #36 303.861 8555 F 303 861 .3027 S1 .04 SCNEDULES GCD #32 52.25A LEVEL 4 PENETRATION PLAN CGD #38 S6.09 FRAMING DETAILS # 0225 MAIN STREET . UNIT C101 CCD 36 EDWARDS , COLORADO 81632 970 926 8960 F 970 926 8961 S1.05 SCHEDULES CCD #24 S2.26 LEVEL 4 ENLARGED PLAN - AREA #1 CGD #27 S6.10 FRAMING DETAILS CCD #29 S1 .06 LEVEL 1 SLAB COORDINATE PLAN CCD #24 52.26A LEVEL 4 ENLARGED PENETRATION PLAN - AREA #i CCD #27 56.11 FRAMING DETAILS CCD #24 51 .07 LEVEL 2 SLAB GOORDINATE PLAN CCD #24 52.27 LEVEL 4 ENLARGED PLAN - AREA #2 CCD # 42 Q 56.12 FRAMING DETAILS CCD #29 51 .08 LEVEL 3 SLAB GOORDINATE PLAN CGD #24 52.27A LEVEL 4 ENLARGED PENETRATION PLAN - AREA #2 CCD #38 S6.13 FRAMING DETAILS GCD #24 51.09 PENETRAT � ON SCNEDULES AND DETAILS GGD # 41 52.28 LEVEL 4 ENLARGED PLAN - AREA #3 GCD #42 Q 56.14 FRAMING DETAILS CCD #24 S2.01 GARAGE LEVEL PLAN B.O. MAT ELEVATIONS AND REINFORCING CCD #24 S228A LEVEL 4 ENLARGED PENETRATION PLAN - AREA #3 CCD #38 S6.15 FRAMING DETAILS CCD #24 52.O1A GARAGE LEVEL T.O. MAT ELEVATIONS AND REINFORCING CCD #24 S2.29 LEVEL 4 ENLARGED PLAN - AREA #4 CCD #42 Q S6.16 FRAMING DETAILS CCD #42 Q r S2.02 GARAGE LEVEL ENLARGED PLAN B.O. MAT ELEVATIONS AND REINFORGING - AREA #1 CCD #24 52.29A LEVEL 4 ENLARGED PENETRATION PLAN - AREA � 4 CCD #38 S6.17 FRAMING DETAILS GGD #29 ' S2.02A GARAGE LEVEL ENLARGED PLAN T.O MAT ELEVATIONS AND REINFORCING - AREA #1 CCD #24 52.30 LEVEL 5 PLAN CCD #38 S6.18 FRAMING DETAILS CCD # 32 S t r u c t u r a I 52.03 GARAGE LEVEL ENLARGED PLAN B.O. MAT ELEVATIONS AND REINFORGING - AREA #2 CCD #24 52.30A LEVEL 5 PENETRATION PLAN CCD # 41 56.19 FRAMING DETAILS CCD #36 Con su I t a n t s S2.03A GARAGE LEVEL ENLARGED PLAN T.O. MAT ELEVATIONS AND REINFORCING - AREA #2 GCD #24 52.31 LEVEL 5 ENLARGED PLAN - AREA #2 CCD #36 58.00 COLD-FORM AND STONE SUPPORT MISC. METALS DETAILS CCD #24 I n c o r p or a t ed 3400 E. Bayaud Avenue �300 52.04 GARAGE LEVEL ENL4RGED PL4N B �_ ML�.T ELEVGTI �N� ONI� 2F_ INFn12GiN(� - G2F0 tt '� [" t" n tt�d c2 3i n LEVEL 5 ENLI�DGED PENETP_l�TInN PLAN - ItiREJ\ �� cc� �at Denver_ C lor do 8 2 �9 a (303) 399- 5154, FAX �303� 333- 9501 Email InfoC�sci-denver com S2.04A GARAGE LEVEL ENLARGED PLAN T.O MAT ELEVATIONS AND REINFORCING - AREA #3 CCD #24 S2.32 LEVEL 5 ENLARGED PLAN - AREA #3 CGD #42 Q SCI Job Number. 04- 187 52.05 GARAGE LEVEL ENLARGED PLAN B.O. MAT ELEVATIONS AND REINFORCING - AREA #4 CCD #24 S2.32A LEVEL 5 ENLARGED PENETRATION PLAN - AREA #3 CGD #41 ISSUE/REVISION DATE NO. S2.05A GARAGE LEVEL ENLARGED PLAN T.O. MAT ELEVATIONS AND REINFORGING - AREA #4 CGD �24 S2.33 LEVEL 5 ENLARGED PLAN - AREA #4 CCD # 36 CD PERMIT SET 010CT07 S2.06 GARAGE LEVEL ENLARGED PLAN B.O. MAT ELEVATIONS AND REINFORCING - AREA #5 CCD #24 S2.33A LEVEL 5 ENLARGED PENETRATION PLAN - AREA #4 CCD # 41 STRUCTURAL CDS 01NOV07 52.06A GARAGE LEVEL ENLARGED PLAN T.O. MAT ELEVATIONS AND REINFORCING - AREA #5 GCD #24 S2.34 LEVEL 6 PLAN CCD #38 TOV RESPONSE 12DEC07 Qj TOV FOUNDATION SET 05FE608 Q S2 07 LEVEL 1 PLAN CCD #32 S2.34A LEVEL 6 PENETRATION PLAN CCD #41 TOV RESPONSE 11FE608 Q r 52.07A LEVEL 1 SLAB PLAN CCD #24 52.35 LEVEL 6 ENLARGED PLAN - AREA #2 CCD #36 CCD #24 23APR08 Q � . 52.07B LEVEL 1 PENETRATION PLAN GCD #24 S2.35A LEVEL 6 ENLARGED PENETRATION PLAN - AREA #2 CCD #41 CONSTRUCTION DOCUMENTS 08AUG08 S2.08 LEVEL 1 ENLARGED PLAN - AREA �1 CCD # 32 S2.36 LEVEL 6 ENLARGED PLAN - AREA �*3 CCD #38 CCD #42 27AUG08 Q 5 S2.08A LEVEL 1 ENLARGED SLAB PLAN - AREA �1 CCD #24 S2. 36A LEVEL 6 ENLARGED PENETRATION PLAN - AREA # 3 GCD � 41 TOV UPDATE SET 10SEP08 S2.08B LEVEL 1 ENLARGED PENETRATION PLAN - AREA #1 CGD #24 S2.37 LEVEL 6 ENLARGED PLAN - AREA #4 CCD #38 52.09 LEVEL 1 ENLARGED PLAN - AREA #2 CCD # 36 52.37A LEVEL 6 ENLARGED PENETRATION PLAN - AREA #4 CCD #41 ° 52 09A LEVEL 1 ENLARGED SLAB PLAN - AREA #2 CCD #24 S2.38 LEVEL 7 PLAN CGD # 33 �p,p4.REG/sl S2.09B LEVEL 1 ENLARGED PENETRATION PLAN - AREA #2 CCD #24 52. 38A LEVEL 7 PENETRATION PLAN CGD # 41 ���,��Q,rROY�•.F9�. S2.10 LEVEL i ENLARGED PLAN - AREA #3 GCD #32 S2.39 LEVEL 7 ENLARGED PLAN - AREA #2 CCD #33 ?�y � � . • 0 ' . • . • S2.lOA LEVEL 1 ENLARGED SLAB PLAN - AREA #3 CCD #24 52.39A LEVEL 7 ENLARGED PENETRATION PLAN - AREA #2 CCD �41 -O ; :� . � S2.10B LEVEL 1 ENLARGED PENETRATION PLAN - AREA #3 CCD #24 5240 LEVEL 7 ENLARGED PLAN - AREA # 3 CCD � 33 � SSIOIVAI. E��'\ �9�O-O � S2.11 LEVEL t ENLARGED PLAN - AREA #4 CCD #24 S2.40A LEVEL 7 ENLARGED PENETRATION PLAN - AREA #3 CCD #41 '~ 52.11A LEVEL 1 ENLARGED SLAB PLAN - AREA #4 CCD #24 52 41 LEVEL 7 ENLARGED PLAN - AREA #4 CCD #36 S2.11B LEVEL 1 ENLARGED PENETRATION PLAN - AREA #4 GCD #24 52.41A LEVEL 7 ENLARGED PENETRATION PLAN - AREA #4 CCD # 41 S2.12 LEVEL 1 ENLARGED PLAN - AREA #5 GCD #24 52.42 LEVEL 8 PLAN GCD #3a 52.12A LEVEL 1 ENLARGED SLAB PLAN - AREA #5 CGD #24 S242A LEVEL 8 PENETRATION PLAN �Cp #34 APPROVED , Subject to Inspect+on and Ccmpliance to all relevant Adopted Bu��deny Murocepa! Ccdes S2.12B LEVEL 1 ENLARGED PENETRATION PLAN - AREA �5 CCD #24 52, 43 LEVEL 8 ENLARGED PLAN - AREA �*2 CCD a*�6 Changes in Plans MU ' be � �, roved � J a Date3- 6 ' O By S2.13 LEVEL 2 PLAN # # � Code ?1sa5 z' CCD 32 S2 43A LEVEL 8 ENLARGED PENETRATION PLAN - AREA 2 CCD 34 SAFEb�iit Colorado i S213A LEVEL 2 SLAB PLAN CCD #24 S2 44 LEVEL 8 ENLARGED PLAN - AREA #3 CCD #42 Q � 52.136 LEVEL 2 PENETRATION PLAN CCD #24 52. 44A LEVEL 8 ENLARGED PENETRATION PLAN - AREA #3 CCD #34 � 52.14 LEVEL 2 ENLARGED PLAN - AREA #1 CCD #36 52.45 LEVEL 8 ENLARGED PLAN - AREA #4 GCD # 42 Q � J � 52.14A LEVEL 2 ENLARGED SLAB PLAN - AREA #1 CGD #36 52.45A LEVEL 8 ENLARGED PENETRATION PLAN - AREA # 4 CCD #34 - > I` LL. � � w � S214B LEVEL 2 ENLARGED PENETRATION PLAN - AREA #1 CCD #24 S2.46 LEVEL 9 PLAN GCD #32 � � � � � � 52.15 LEVEL 2 ENLARGED PLAN - AREA #2 CCD �36 S2.46A LEVEL 9 PENETRATION PLAN GCD �34 � � � S2.15A LEVEL 2 ENLARGED SLAB PLAN - AREA #2 CCD #24 52, 47 LEVEL 9 ENLARGED PLAN - AREA #3 CCD #32 � � O t , � O S215B LEVEL 2 ENLARGED PENETRATION PLAN - AREA #2 CCD #24 S2. 47A LEVEL 9 ENLARGED PENETRATION PLAN - AREA #3 CCD # 34 O � � � � � � � � ,� S2.16 LEVEL 2 ENLARGED PLAN - AREA #3 CCD #32 S2.48 ROOF PLAN CCD #34 � � �1/ � A ,� ' ' t ��- l � � S2.16A LEVEL 2 ENLARGED SLAB PLAN - AREA #3 CCD #24 52.49 ROOF ENLARGED PLAN - AREA #1 GGD #42 � W O w � � J � � S2.16B LEVEL 2 ENLARGED PENETR4TION PLGN - 42EL� #3 rrn #�a c2 sn pMF Eni�no�E� PLI�N - J�DEI� sr2 cc� � � � � O � 0 � a S2.17 LEVEL 2 ENLARGED PLAN - AREA #4 GGD #32 S2.51 ROOF ENLARGED PLAN - AREA #3 CCD #42 � ♦ ^ U n/ � ' V J �^��� S2.17A LEVEL 2 ENLARGED SLAB PLAN - AREA #4 CCD #24 S2.52 ROOF ENLARGED PLAN - AREA #4 CCD #42 Q � L.L � W J � /� 52.178 LEVEL 2 ENLARGED PENETRATION PLAN - AREA #4 GCD #24 S253 ENLARGED CHIMNEY ROOF FRAMING PLANS GCD #30 � vJ � S218 LEVEL 2 ENLARGED PLAN - AREA #5 CCD #24 52.54 FRAMING DETAILS CGD #42 5 � � � � � � 52.18A LEVEL 2 ENLARGED SLAB PLAN - AREA #5 CCD #24 S3 00 CORE WALL ELEVATIONS CCD #24 J � a S218B LEVEL 2 ENLARGED PENETRATION PLAN - AREA #5 GCD #24 53 Ol GORE WALL ELEVATIONS CGD #24 O � S219 LEVEL 3 PLAN GCD #32 S3.02 GORE WALL ELEVATIONS GCD #24 � � , -�.. _ . ; ..L � S219A LEVEL 3 SLAB PLAN CCD #24 S3.03 CORE WALL ELEVATIONS GCD #24 ' • �" � ' � 4 ...n - ..� t . , � s -- � , ' � S2.19B LEVEL 3 PENETRATION PLAN CGD #38 S3.04 CORE WALL ELEVATIONS CCD #24 � �' �- ' t,, , 4 _ 3 � � i � S2.19G LEVEL 3 OVERFRAMING PENETRATION PLAN CCD #24 S3.05 CORE WALL ELEVATIONS CCD #24 �.,,,, ��,d � � � � � � � � � , Y w � � ...r"°'°_�++...n..r.i�...a_. .�..,r.xn. _e.,�4 ' � 52.20 LEVEL 3 ENLARGED PLAN - AREA #1 CCD #42 Q S3 06 PRECAST LOAD DATA GCD #24 � S2.20A LEVEL 3 ENLARGED SLAB PLAN - AREA #1 CCD #24 S3 07 FULL STORY TRUSS ELEVATIONS GCD #24 � � � 52.20B LEVEL 3 ENLARGED PENETRATION PLAN - AREA #1 GGD #24 53.08 FULL STORY TRUSS DETAILS CGD #24 �i � 52.21 LEVEL 3 ENLARGED PLAN - AREA #2 GGD #29 53.09 DEWATERING VAULT PLAN AND DETAILS CGD #24 � SHEETINDEX 1\ ° S2.21A LEVEL 3 ENLARGED SLAB PLAN - AREA #2 GCD #24 S3.10 STAIR FRAMING PLAN Q GGD #42 Q � o� + o"� - � S2.21B LEVEL 3 ENLARGED PENETRATION PLAN - AREA �2 GGD #38 53.11 STAIR FRAMING DETAILS CGD #42 $ � •' �� S2.21C LEVEL 3 ENLARGED POOL FRAMING PLAN - AREA �2 CCD #29 54.00 MAT FOUNDATION DETAILS CGD #24 � � q S2.21D LEVEL 3 ENLARGED POOL FRAMING SLAB PLAN - AREA #2 CCD #29 54.01 MAT FOUNDATION DETAILS GCD #24 0 � PLOTTED MAR ° '' S2.22 LEVEL 3 ENLARGED PLAN - AREA #3 CCD #24 S5.00 PRECAST DETAILS CCD #24 w "' CHK'D BY JRB ¢ S2.22A LEVEL 3 ENLARGED SLAB PLAN - AREA #3 GCD #24 55,01 PREGAST DETAILS CCD #24 n. COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � > S2.22B LEVEL 3 ENLARGED PENETRATION PLAN - AREA #3 GCD #38 55.02 PRECAST DETAILS CCD #24 � SHEETNUMBER J � S2.22C LEVEL 3 ENLARGED OVERFRAMING PENETRATION PLAN - AREA #3 GGD #24 S600 FRAMING DETAILS CGD #29 , � 0 � " S2.23 LEVEL 3 ENLARGED PLAN - AREA #4 CGD #36 S6.01 FRAMING DETAILS CCD #24 � 0 � � D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 , � N .� O '? , . LL _ � ti 4 � GENERAL N � TES STEEL CONNECTION MATI� IX GONDITION APPLIGABLE GONNECTION SGNEDULE OR DETAIL 1 . Design Standards : S . Steel : EXTEND SNEAR TAB OR SNEAR TAB OR DOUBLE ANGLE OR � END � L SCHEDULE S-1 L SCHEDULE S-2 SCHEDULE S-3 SC!-IEDULE S-4 A . International Building Code 2003 Edition A . AIl structural steel shall conform to ASTM A36 except wide flange shapes which shall conform to ASTM A992 ( Grade 50 ) , pipe B . ASCE 7-02 Minimum Design Loads for Buildings and Other Structures sections which shall conform to ASTM A53 ( Grade B ) , and HSS sections which shall conform to ASTM A50D ( Grade B ) . 1 . ROOF FRAMING � C . ACI 318-02 Buiiding Code Requirements for Structural Concrete B . Structural steel shall be detailed , fabricated and erected in accordance with the AISC ° Manual of Steel Construction . ° W8, MCZ M�� 2 X } } . D . AISC i�anual of Steel Construction LRFD 3rd Edition ( 1999 Specifications ) C . Provide connections as detailed . Alternate connection details of equal capacity may be considered , provided they are ' � • � Q r-C h � ` l.s E . North American Specification for the Design of Cold-Formed Steel Structural Members 2001 Edition , Including 2004 5upplement submitted along with caiculations . Alternate connection detail drawings and calculations which are submitted must 2. TYPICAL FLOOR FRAMING x F . AF&PA National Design Specification for Wood Construction 2001 be stamped and signed by a Colorado Registered Professional Engineer . W18 x 35 .., 2 . Gravity Loads Used in Design : 0 D . All welders shall have evidence of passing the AWS standard qualification tests , and have a current certification . 3. ROOF FRAMING � TYP. , A . Roof Live Load ( non-reducible ) ( Inludes Drift Effect ) . . . . . 200 psf for framing , lOD psf for column and foundation design E . Minimum weld size shall not be less than 3/16 " continuous fillet weld , unless noted otherwise on the plans . FLOOR FRAMING (LEVELS 5-q) X B Roof Live Load for Column Design ( non-reducible ) . . . . . . . . . . . . . . . . . . . . . 80 psf � F Connections made with high strength steel bolts shall conform in all respects to the AISC ° Specifications for Structural FOR MEMBERS OTNER TI-IAN C . 5uperimposed Roof Dead Load . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 psf Joints . ° TNOSE SNOWN IN USES t � 2 , `'' D . Roof Mechanical Floor Superimposed Dead Load . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 psf 1 . AIl high strength steel bolts shall conform to ASTM A325 and shall be installed to a ' snug tight ° condition , unless 4, MEMBERS ON ALL E . Floor Live Load . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . See Load Diagrams S1 . 03 noted otherwise . LEVELS SPECIFICALLY X X 2301 BLAKE ST., STE #100 E F . Floor Superimposed Dead Load . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . See Load Diagrams S1 . 03 2 AIl hi � h strength steel bolts indicated as ° tension control ° bolts shall conform to ASTM F1852 . DESIGNATED (5-3 OR 5- 4) DENVER, COLORADO 80205 G . Partition Live Load . . 20 psf Note that tension control ° bolts shall be used only at specific locations indicated on the drawings . 5. MEMBERS CONNECTING 303 861 8555 F.303 861 3027 H . Lobby , Corridors , Stairs Live Load . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 psf G . Anchor rods are to be straight , ASTM F1554 36 ksi , unless noted otherwise . TO PREGAST SEE PLAN SPECIFIC DETAIL.S 3 . Snow Load Design Criter � a H . Install all required bridging and related miscellaneous steel prior to installing deck . 0225 MAIN STRE ET UNIT C101 1 . Ground Snow Load = 80 sf I . Steel Deck : 6. HIGH REACTION SEE PLAN SPECIFIC DETAILS EDWARDS, COLORAD081632 P SPECIAL CASES 970 926 8960 F 970 926 8961 2 . Roof Snow Load = 200 psf Includes Drifting Effect for Local Roof framing Members ; 80 psf for Columns Supporting Framing 1 AIl steel deck shall be erected in accordance with the specifications of the Steel Deck Institute 3 . Snow Exposure Factor , Ce = 1 . 00 2 . Steel deck capacities are based upon published data by Vulcraft . Steel deck by other manufacturers may be NOTES• 4 . Thermal Factor , Ct = 1 . 00 Q supplied in lieu of that shown provided section properties are equal to or greater than those of deck specified , t . RE� S1 .00A FOR GONNECTION SCHEDULES 5 . Snow Importance Factor , I = 1 . 00 for 200 psf , ( 1 . 1 for 100 psf code minimum loads ) . and if approved by the Engineer . 4 . Wind Load Design Criteria Q 3 . Deck gages shown on the drawings are to be considered minimum . The deck supplier shall provide the A . Basic Wind Speed ( 3-second gust ) = 90 mph required deck gage based upon the loadings shown above and the actual number of spans resulting from the ELECTI� ONIC � I � � AND DOCUMENT CONTf� OL PROCEDU � ES B . Exposure Category B final layout configuration . C . Building Category III 4 . Contractor shall provide all additional framing as required for openings through deck larger than 6 " . D . Building Enclosure Classification : Enclosed 5 . Steel deck shall be fastened to supports as indicated on plans E . Topographic Factor , Kzt = 1 . 00 6 AIl structural framing necessary to support deck edges not shown shall be L 3 x 3 x 1 /4 F . Analysis Method Used for MWFRS design . 2-Analytical 7 . Deck supplier shall provide metal closures as required to form slab edges , unless noted otherwise . G . Analysis method used for components and cladding design : 2-Analytical J . Fireproofing considerations ( Re : Architectural plans for building classification ) H . Wind Importance Factor , I = 1 . 15 1 . AIl columns , beams or bracing connected to columns are to be considered as primary framing members . An electronic 3-D model of the structural systems has been provided in addition to the structural construction drawings and specifications . 5 . Seismic Load Design Criteria 2 . AIl horizontal framing members are to be considered restrained or unrestrained in accordance with ASTM E119 , Table X3 . 1 . The ur ose of rovidin the model to the eneral contractor is to assist in the re aration of sho drawin s and interdisci linar A . Seismic Design Category C 9 . AIl dimensions on structural drawings shall be checked against architectural . P p p 9 9 P P P 9 P y � coordination of trades . Information provided in the construction drawings and specifications controls for all areas except for geometric - B . Building Occupancy Categroy III Q 10 . Engineer s approval must be secured for all substitutions . 2 control of the roof inembers . The 3-D model is to be used to determine plan dimensions and vertical elevations of the roof framing . C . Seismic Use Group II 11 . Do not place backfill against basement walls until basement and floors up to grade are in place or walls have been adequately Adjustments of the roof framing members as required by final detailing fit up are to be completed by the steel detailer according to the D . Soil Site Class C shored . framings details provided in the construction drawings . Once portions of the model have been detailed , the detailing model is to inform ' - E Basic Seismic Force Resisting System • Concrete Shear Walls 12 Verify all openings through floor , roof and walls with mechanical and electrical contractors the structural engineer of the condition for final resolution prior to the issuance of shop drawings . The 3-D steel detailing model is to be S t r u c t u r a I F . Response Modification Factor , R = 4 . 0 13 . During erection of the building , the contractor shall be responsible for temporary bracing to withstand all loads to which provided with the steel shop drawings as part of the review process . The 3-D model will be issued with the permit documents . The steel G . System Overstrength Factor , Omega = 2 . 5 the structure may be subjected , including lateral loads , stockpiles of materials and equipment . Such bracing shall be left C o n s u I t a n t s H 5ite S ectral Res onse Accelerations : in lace as lon as ma be re uired for safet and until all structural framin and dia hra ms are in lace with detailer is responsible for maintaining and updating the model from that point forward . Any discrepencies between the 3-D model and the I n c o r p o r a t e d P P P 9 y q y 9 P 9 P permit documents will be conveyed via the RFI ( Request for Information ) process or drawing addendums . 1 . Ss = 0 . 350 connections completed . 2 . S1 = O . D81 14 . Do not reproduce contract documents , copy standard printed information , or use electronic CAD files as the basis for shop drawings 3400 E. Bayaud Avenue #300 3 _ SDs = 0 _ 280 exce � t as noted in the � Electronic File and Document Control Procedures " notes . Denver, Colorado 80209 4 . SD1 = 0 . 092 15 . Special inspection shall be in accordance with Chapter 17 of the Building Code for the following � ��;� �Q9 Em al Info�sci�denvercom I . Seismic Importance Factor , I = 1 . 25 A . Structural steel construction , Table 1704 . 3 SCI Job Number: 04- 187 J Seismic Response Coefficient , Cs = D . 041 0 B AIl shop and field welding C . Structural steel detai Is . ISSUE/REVISION DATE NO . K . Design Seismic Base Shear = 1791 kips Q D High-strength steel bolted connections . TYPICAL BEAM PENETRATIONS 6 . Foundations : E . Structural concrete construction , Table 1704 . 4 . CD PERMIT SET 010CT07 A . Soil data was taken from recommendations set forth in Report �GS-4314 . 000-125 by CTL / Thompson F Soils . dated March 8th , 2007 . See geotechnical report for complete soils information . G . Sprayed fire-resistant materials . STRU CTU RAL CDS 01NOV07 B . Maximum total load soil bearing pressure capacity used in design is 5000 psf . 16 . General contractor is responsible for supplying sill angles , machine room beams , and divider beams Supply and installation of C . Maximum total load soil bearing pressure capacity used in design for load combinations including wind or seismic forces odditional required supports and brackets not shown on drawings are the responsibility of the elevator supplier TOV RESPONSE 12DEC07 Q is 50D0 psf . 17 . Significant permanent equipment sizes , weights , and locations are indicated on the drawings as provided to the engineer during D Equivalent fluid pressure used in design of retaining walls is 50 pcf , see figure 5 in the geotechnical report . design Changes in sizes , weights , or locations must be submitted in writing for review by the Structural Engineer Required � COLUMN � BEAM TOV FOU NDATION SET 05FE608 Q 7 . Concrete . supports or braces not shown on the drawings are the responsibility of the equipment supplier 2'-3' MIN. 2'-3' MIN. 2'-3' MIN t '-9' MIN A . AIl concrete shall be made with stone aggregate and shall develop the following 28 day compressive strength • 18 . AIl steel or steel connections permanently exposed below grade shall be coated with a zinc rich paint or an asphaltic mastic TOV RESPONSE 11FE608 Q - Mat Slab , interior slabs on grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3000 psi 19 . Conduit to be buried in elevated slabs shall have an outside diameter not greater than 1 ° and shall be spaced no closer than 1 ' -6 ° q• Exterior slabs-on-grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4000 psi o . c . Conduit buried in topping slabs on metal decks may be placed directly on the deck surface as long as the position of ' ' ' ' , CCD #24 23APR08 Q . 4000 psi reinforcing is not altered . Conduits buried in cast- in-place structural slabs must be placed within middle third of slab thickness . ( I I MIN, � I Wa I I s and co I umns CCD #36 23JUL08 Q ' Slab on steel deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35D0 psi In addition , 3/4 " minimum clear cover shall be maintained to all exposed surfaces of the slab . � � � � I 5 Exterior Slab on deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4000 psi 20 . AIl powder actuated fasteners ( P . A . F ' s ) indicated in the drawings shall be 0 . 145 " diameter HILTI X-DNI pins or approved equal , I I I I ' • � I CONSTRUCTION DOCUMENTS 08AUG08 Precast elements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5000 psi u . n . o . P . A . F ' s to be installed in accordance with supplier ' s recommendations and specifications . I Other concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3000 psi 21 AIl expansion anchors indicated in the drawings shall be HILTI KWIK-BOLT-TZ carbon steel expansion anchors with I I I I , B AIl reinforcing bars shall be ASTM A615 , Grade 60 , unless otherwise noted . Welded wire fabric shall conform to standard embedment or approved equal , u . n . o Anchors are to be installed in accoradance with supplier � s recorrmendations and I TOV UPDATE SET 10SEP08 ASTM A185 or ASTM A497 . Headed studs shall conform to ASTM A108 with 60 ksi minimum tensile strength and shall be specifications . , , , , I automatically machine welded , providing complete fusion . 22 . AIl epoxy anchors indicated in the drawings shall be HILTI HIT-HY-150 anchor system with standard embedment or approved equal , I C . Concrete Protection for Reinforcement ( unless otherwise noted ) : u . n . o . Anchors are to be installed in accordance with supplier � s recommendations and specifications . ' 1 Concrete poured against earth . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 ° 23 . The fllowing is a list of performance-specified items to be designed by others and as a deferred submittal . � • � � ' • , I 2 . Concrete poured in forms but exposed to weather or earth : I I � I I I � I REEEPLAN M Pp0 REG�S a . �5 bars or smaller . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 -1 /2 " Submit to Building offical According to IBC 106 . 3 . 4 . 2 . Qj , j • , , , 1 ' I OQ:•• • " " • •.�F b . Bars larger than #5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2° I . } • VO�;��Q,�` R� Y gq,��,9F 3 Columns , girders and beams ( principal reinforcement , ties and stirrups ) . . . . . . . . . . . . . . . . . . . . . . 1 -1 /2 " A Precast structural elements . ' , o . 4 . Slabs and walls not exposed to weather or earth . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3/4 ° B . Precast or steel stairs . ' ' 1 � ' 5 . Precast tee legs ( for 2 hr . fire rating ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 -1 /2 ° 24 . Explanation of section designated used : :. ;Q STEEL BEAM BOLTS FOR CONNEGTION �o . . c�, D . No s pl ices of reinforcement shal I be made and no weldin g to reinforcin g shal I be permitted except as detai led or R E� P L A N T O B EA M FRAMING INTO 9 0' ' `�`' authorized by the structural engineer . Reinforcing lap splices are to be a minimum of 36 bar diameters unless GIRDER, SIM FOR WE�DED '`�F • • • • • •��j�e� noted otherwise on drawings . Wire fabric reinforcement must lap one full mesh plus 2 ° at side and end laps , but not less than 6 ' , and 11 ' x18' PENETRATION SI-IEAR TAB CONNECTION �ONA�- shall be wired together . Make all bars continuous at corners or provide corner bars of equal size and spacing . C E N T E R E D I N D E P T N O �-j G - o �f E . Detail bars in accordance with the ACI Detailing �lanual and ACI Building Code Requirements for Reinforced Concrete . OF BEAM TYPICAL � F . Provide all accessories necessary to support reinforcing at positions shown on the plans . STEEL COLUMN G . Place 2-#5 bars ( 1 ea . face ) with 2 ' -0 ° projection around all openings and re-entrant corners in concrete slabs and RE� PLAN walls , unless noted otherwise . "� H Mat Foundation and Slab shall not have joints in a horizontal plane . Any stop in concrete work must be made at center SEGTION IDENTIFIGATION X one-third of span with vertical bulkheads and horizontal keyways , unless otherwise shown . AIl construction joints shall be as deta i l ed or as approved by the Eng i neer . S-X SHEET LOGATION OF DETAILS 1 . AIl stirrups shall have a minimum of 2-�4 horizontal reinforcing bars provided as spacers when no other horizontal reinforcing is provided . J . No chloride admixtures shall be added to concrete without Engineer ' s approval . K . Precast Concrete TYPICAL CO � UMN SPLICE 1 . Details of all precast members shall be sumitted to the Engineer for approval with substantiating calculations No units shall be fabricated prior to approval of shop drawings and calculations by the Engineer . Any design alteration must be approved by the Engineer . 2 . Precast supplier shall insure that erection and handling of precast members shall be accomplished in such a NOTES• manner as to assure that no sections are over-stressed or chipped . 1 . RE� MECNANIGAL F012 PLAN LAYOUT OF BEAM PENETRATIONS, MECNANICAL LAYOUT MAY NOT VIOLATE SPAGING LIMITATIONS SNOWN. 3 . The welding of connections for all precast elements shall be in accordance with AWS D1 . 4 All welders shall 2. ALL PENETRATIONS ARE CENTERED IN DEPTH OF BEAM. � have evidence of passing the AWS Standard Qualification Tests . 3 PROVIDE 1 ' RADIUS AT CORNERS OF PENETRATIONS TYPICAL. 4 Steel leveling anchors shall be provided in all slab edges at 8 ' -OA o c maximum . Anchors in adjacent slabs � shall be welded together to eliminate differential camber . 4. DIAGRAM IS FOR LEVELS 4 TO 9, PENETRATIONS ON LEVELS 1 - 3 WILL BE ADDRESSED WITN LAYOUT SPECIFIC DATA DURING � J 5 . The Precast Element sizes indicated on plans are nominal sizes that are to be adjusted as required by the Precast SNOP DRAWING PROCESS, Supplier to provide adequate strength and performance for loading conditions shown in the construction documents . W � °� L . Provide 6 x 6 - W1 4 x W1 . 4 WWF as minimum reinforcing in mechanical pads \ � � M . Quote price separately for providing an allowance for additional reinforcing , fabricat ► on and placing of 1000 feet � � � �' of �5 ( Grade 60 ) reinforcing bar . Reinforcing shall be added on the shop drawing or placed in the field at the n/ � u discretion of the Engineer . L.L N . Concrete wall tolerances shall be as follows : � Plumbness - story to story . . . . . . . . -1 /2 " to +1 /2 " Plumbness - entire height of wall . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . H/500 STEEL GOLUMN � � RE� PLAN � O O notto exceed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 -1 �2 " PlanAlignment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -1 /2 ° to +1 /2 ° Wallthickness . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -1 /4 " to + 1 /2 ° O ' n size & location of sleeve & blockouts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -1 2 ° to +1 2" EXTEND f� FOR � � � Var iat ion i � � LIFT NOLE AT 0 Q �- 0 . Allow for additional concrete thickness to compensate for structural member and formwork deflections . GONTRACTOR'S � � �/ N ' ,� P . Slab-on-grade control � oints are to be spaced a maximum of 15 ' -0 ' on center and are to coincide with column center OPTION L.L,. I ines and re-entrant corners . GOLUMN SPLICE MILLED w ����� FOR FULL BEAR I NG J O W . � - - • • : - I RE� COLUMN SCNEDULE L � � � in . , � � �-� Fnl2 I _[�GGTI [�N C�F SPLICF_S O O O � STEEL LINTEL SCNEDULE TYPICAL SKEW � D - - . _� � :° - . . - C� �n v � OPENING SIZE ��� �,���,� REMARKS BEAM CONNECTION N - . . . - - Q J � 3'-4' OR LESS L3Yz x 3 %z x Ya 6" - BENT �3/a' W/ 2 GOLUMNS � � � � /1 � VJ 2' 3' �' x � ROWS OF '�'6 A325- �- � � IN SSL HOLES, FLANGE F'L 5/a x 8' W/ ° „ OVER 3'- 4' L5 x 3�2 x y4 6' LLV STEEL i SPACING = 3' SHOWN IN 4-�/a � A325-TG BOLTS � � THRU 4'-10' BEAM I BEAM CONNEGTION T�B (16 TOTAL ON OVER 4'-10' � 5 ' SCHEDULE BOLTGGAGE = 5Yz' � . THRU 6'-3' L6 x 3/z x �6 6' LLV J OVER 6'-3' L7 x 4 x y2 6' LLV - - - - - � � _ _ _ WEB h'_ 5/s x 8' ES OF �/� THRU 8'-7' - - - - - �. - - - WEB W/ 4- �i� � A325-TG p ti , " � � BOLTS (8 TOTAL) !-_• -- - -µ._ .. -, ...i v,. __._«�� OVER 8'-7' L8 x 4 x %2 6' LLV • • BOLT GAGE = 5Yz' e ¢ ' ��� � m.� � THRU 10'-O' • � PROVIDE WELDE / NOTE� � � ,� , � An ^ I AT SPLIGES OF . BOLTED SHEAR TAB ` � � � � � � ` � FOR CONNEGTIONS UP DISSIMILAR SEGTIONS g � � TO � � 30`, RE• BEAM PROVIDE 4 FLANGE �'LS q I CONNEGTION SCHEDULE, FACES OFIFLANGES � ( � PROVIDE GONNEGTION 6:-�Y�.���� � ~~ u �u�--� �� .uLL�� NOTES� � SHOWN FOR � > 30 1 . TNIS SCI-IEDULE IS TO BE USED FOR NON LOAD BEARING WALLS ONLY. � I RE� ARCH. FOR SPEGIFIC LOCATIONS. / PLAN � �e � � e � STEE � DECK SCNEDULE � � � �" y TOTAL BEARING B�'R�� SIDE LAP ALLOWABLE G E N E RAL N OTES � MARK DEGG PROFIL.E (K51) UN. �.) UN. �.) (IN. �.) (IN. �J DEPTH (IM G WELD I� F�ENINGN CONWEC IT av GavNE�cr�NON oE51�sHEaR . �, PA�,,, AND SCHEDULES �y Dt 1 .5B18 33 0.292 - O 318 O 327 - 5i6' � 36 / 7 #10 TEK SGREWS 4 / SPAN 500 r- � • �� D2 2VL18 33 0.557 0.557 0.512 0.518 5' S!a' $ 36 / 4 #10 TEK SGREWS 4 / SPAN 1500 � � '' D3 2VLt8 33 0.557 0.557 0512 0.518 6' S/a' � 36 / 4 #10 TEK SGREWS 4 / SPAN 1500 ° D4 2VL18 33 0.557 0.557 0.512 0.518 1 '-6' 5/s' � 36 / 4 #10 TEK SGREWS 4 / SPAN 1500 PLOTTED MAR � ,i r D5 2VL18 33 0.557 0.557 0.512 0.518 7' 5/a' � 36 / 4 #10 TEK SCREWS 4 / SPAN 1500 CHK'D BY JRB � � Q D6 2VL18 33 0.557 0.557 O 512 0.518 6' 5/a' � 36 / 4 #1 O TEK SCREWS 9 / SPAN 2185 � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � D7 VL18 33 O 557 0.557 O 512 0.518 5' 5 ' � 6 4 #10 TEK SCREWS 9 SPAN 2185 > HEET U ° D8 2VL18 33 0.557 0.557 0.512 0.518 6' 5/a' � 36 / 4 #10 TEK SCREWS 9 / SPAN 2185 Q � 4 > D�l 1 .5VL18 33 0.295 0.282 0.327 0.315 3 1/2' 5ifi' � 36 / 4 #10 TEK SCREWS 2 / SPAN 1500 Q � ~ NOTES• 5 � 0 1 . PROVIDE 6x 6-W2.1 x W2,1 REINFORGING IN ALL GOMPOSITE DEGKS. � 2 U G U C P P 1 '- ' T T O T f� 2500 PSI MINIMUM D . P .A. PROJECT # OC232 . O0 � . 3. AT DECK D8 IN THE DOCK AREA PROVIDE #6 BAR LONGITUDINALLY IN EACN DECK FLUTE W/ 3/a' COVER OFF TNE BOTTOM OF TNE COMPOSITE STEEL DECK. � SCI PROJECT # O4- � H7 N .� O � � ' -' � _ y . 3�, / t,.� q'� .. -.; l = ' '" � � �,.�'a°w . .� _ : r LL . r � s SCNEDULE S - 1 SCNEDULE S -2 SCNEDU�E S - 3 EXTENDED SNEA � TAB STEEL BEAM SNEAR TAB CONNECTIQN SCNEDULE CLRFD ) STEEL BEAM DOUBLE ANGLE BO � TED - BOLTED CONNECTION SCNEDULE CL � � D � BEAM NUMBER FILLET CONNECTION GAPAGITY - �Rn (KIPS) EMBED MOMENT CAPACITY CONNECTION SCNEDULE CL � � DI • S4-IEAR TAB OF /a � WELD �Mn (K- IN) . SIZE BOLTS THKxLENGTH SIZE UNCOPED SINGLE SINGLE DOUBLE REC�UIRED IF LSL NOLES ARE USED � GOPE 1 COPE 2 COPED GONNECTION CAPAGITY - �Rn (KIPS) • � ArCh � t tS NUMBER NUMBER BEAM � . SHEAR TAB BEAM � . DOUBLE ANGLE OF � � WELD CAPACITY � . OF � � REMARKS », SIZE BOLTS THICKNESS SIZE � Rn (KPS) W$ 2 �e' x 6' /a 19.0 11 .4 N/A N/A 71 .3 SIZE BOLTS TNKxLENGTH SINGLE SINGLE DOUBLE 4 (EACN LEG) �LL4 X 3Yz ANGLE) UNCOPED COPE 1 COPE 2 COPED Wt O 2 �6 x 6' %4' 19 O 19.0 N/A 7.6 71 .3 W8 X 10 2 %z 5/e 14.0 W8 2 3/s' x 6' 34.9 11 .4 N/A N/A �' MG8 X 8 5 ' W12 * 3 �'ie' x 9' %a' 37.9 32 5 10.9 14 .4 142.1 W10 2 3/8' x 6' 39.0 20.1 N/A 7.6 2301 BLAKE ST., STE #100 , W12 x 22 3 /z 5/6 27.0 Wl4 3 �6' x 9' %a' 37.9 37.9 20.1 24 .9 142.1 DENVER, COLORADO 80205 MC12 W12 * 3 3/a' X 9' 61 . 4 32.5 10.9 14.4 303 861 8555 F.303.861 3027 0225 MAIN STREET . UNIT C101 W16 * * 4 /e' x 12' %a' 608 60.8 33.0 39.5 228.0 EDWARDS, COLORAD081632 ►� g x 35 4 %2 5/6 36 O W14 3 3/a' x 9' 70.6 42.1 20.1 24.9 W18 4 5II6' x 12' %a' 60.8 608 55.8 60.8 228.0 970 926 8960 F 970 926 8961 NOTES� W16 ** 4 3/a ' x 12' 102.3 60.3 33.0 39.5 1 . MINIMUM YIELD STRESS FY� PLATE - 36 K51 , W 51-IAPES - 50 K51 W21 5 3je' x � 5' SI16 ' 84 .4 84.4 84.4 84.4 316.5 2. MINIMUM TENSILE STRESS FU PLATES - 58 KSI , W SHAPES - 65 KSI Wig 4 3/a ' x 12• 122.7 72.3 55.8 64.9 3. MINIMUM EDGE DISTANCE = 1Yz' 4. BOLT SPAGING = 3' W24 6 3/B' x 18� 5/6 ' 108.0 108.0 108.0 108.0 405.0 5 STANDARD NOLES TO BE PROVIDED IN W SHAPES W21 5 3/8' x 15' 179.2 105.0 99.6 102 6 6 NORIZONTAL SSL NOLES TO BE PROVIDED IN PLATE 7. ALL BOLTS ARE TO BE A32S-N, W27 7 3/s' x 21 � 5I6' 131 .0 131 .0 131 .0 131 .0 491 . 3 8. ALL A325-N BOLTS ARE TO BE FULLY THREADED BEARING TYPE CONNECTIONS. W24 6 3/a' x 18' 225.0 141 .1 141 .1 138.7 CONTRAGTOR MAY USE TC BOLTS AT TNEIR OPTION. W3p g 3j8• x 24 � 5I16' 154.0 154.0 154 .0 154.0 577.5 9. SEE DETAILS BELOW FOR ADDITIONAL DETAILING REQUIREMENTS. TNE ENGINEER IS TO BE W27 7 3/8' x 2� • 264.0 191 .8 191 .8 188.6 NOTIFIED OF ANY FRAMING CONDITION WNICH DOES NOT MEET THE CRITERIA PROVIDED EITHER IN TNIS SCNEDULE OR ELSEW4-IERE IN THE DRAWINGS. W33 q 3/8' x 27' SI6' 176.0 176.0 176.0 1760 6600 10. RE� SCNEDULE S-2 FOR CONNEGTIONS TO COLUMNS. W3p g 3/B• x 24' 303.0 223.3 223.3 220.0 11 . BOLTED/BOLTED L4 x � LEG MAY BE SUBSTITUTED FOR WELDED PLATE SHOWN AT GONTRAGTOR'S OPTION. W36 10 3/a' x 30' S/6' 193.0 193.0 193.0 193.0 723 8 " 12. AT LOCATIONS ON PLANS INDICATED WITH �, PROVIDE 2-COLUMNS OF BOLTS x 3-ROWS W33 9 3/e' x 27' 343.0 293.7 293.7 289.9 AT 3' O.C. W40 11 3/a' X 33' �/b' 225 O 225.0 225 O 225.0 723 8 13. AT LOCATIONS ON PLANS INDICATED WITN �, PROVIDE 3-COLUMNS OF BOLTS x 3-ROWS - AT 3' O.C. WITI-I A 3/a ' SNEAR TAB TNICKNESS. W36 10 3/a' x 30' 382.0 355.2 3552 351 .0 NOTES� Structural 1 . MINIMUM YIELD STRESS FY� PLATES - 36 K51 , HSS SHAPES - 46 KSI , W-SNAPES - 50 KSI. W40 11 3/a' X 33' 421 O 410.3 410.3 405.7 Con su I t an t s 2 MINIMUM TENSILE STRESS, FU• PLATES - 58 K51 , H55 SNAPES - 58 KSI , W-SNAPES - 65 KSI . 3 MINIMUM EDGE DISTANCE = 1 �' FOR ALL CONNECTED PARTS. NOTES I n corp ora t ed 4 BOLT SPAGING = 3'. i MINIMUM YIELD STRESS FY� ANGLES - 36 K51 , W-51-IAPES - 50 KSI . 3400 E. Bayaud Avenue #300 • s GTANLIAPC� un�ES -rn RE PDnVI [fEL1 iN SUPPODTE[� wE� 2. MINIMUM TENSILE STRESS, FU ANGLES - 58 KSI , W-SHAPES - 65 K51 . Denver, Colorado 80209 � � 3. MINIMUM EDGE DISTANCE = t %z' FOR ALL GONNECTED PARTS, EXGEPT FOR EDGE DISTANCE TO TOE OF 4' ANGLE LEG = 1 %a . (3u�) �ya- � � �4, rAx (�v�) ���- a�ui • 6. SNORT-SLOTTED HOLES TO BE PROVIDED IN SNEAR TAB PLATES Emad • InfoC�isci-denver com ' 7. ALL WELDS ARE TO USE E70XX ELECTRODES. 4 . BOLT SPACING = 3'. SCI Job Number. 04- 187 8. ALL BOLTS ARE TO BE A325-N, EXCEPT CONNECTIONS DESIGNATED AS 'SC' ON PLANS ARE TO BE CLASS 'A' SLIP-CRITICAL JOINTS WITN F1852 5. BOLT ECCENTRIGITIES PER TABLE 10-1 (GASE 1 ) OF TI-IE LRFD MANUAL OF STEEL CONSTRUGTION, 3RD EDITION TENSION-CONTROL BOLTS. NOTE TNAT VALUES LISTED DO NOT APPLY TO THE SLIP RESISTANCE CAPACITY OF SLIP-CRITICAL CONNECTIONS. 6. STANDARD NOLES TO BE PROVIDED IN 3%2 ANGLE LEG, BEAM WEBS AND GOLUMN ISSUE/REVISION DATE NO. 9. A325-N BOLTS ARE TO BE FULLY THREADED BEARING TYPE CONNECTIONS AND ARE TO BE INSTALLED TO A 'SNUG-TIGNT' CONDITION AS DEFINED IN 7. SHORT-SLOTTED HOLES TO BE PROVIDED IN 4 ' ANGLE LEG AT BEAM WEB. 1 ' MAX. �'z T4-IE AISC MANUAL OF STEEL GONSTRUGTION, UNLESS NOTED OTNERWISE. GONTRACTOR MAY USE TC BOLTS AT TNEIR OPTION. . . . CD PERMIT SET 010CT07 8. ALL BOLTS ARE TO BE A325-N, EXCEPT CONNECTIONS DESIGNATED AS SC ON PLANS ARE TO BE CLASS A' SLIP-CRITICAL JOINTS WITN F1852 10. � PROVIDE 2 BOLTS WITN 6' LONG SNEAR TAB PLATE FOR W12 BEAM AT 'SINGLE COPE 2' CONDITION ONLY. TENSION-CONTROL BOLTS. NOTE TNAT VALUES LISTED DO NOT APPLY TO TNE SLIP RESISTANCE GAPAGITY OF SLIP-CRITIGAL CONNEGTIONS. STRUCTURAL CDS 01NOV07 PROVIDE SNEAR TAB PLATE TNIGKNESS AS SPECIFIED. 9. A325-N BOLTS ARE TO BE FULLY THREADED BEARING TYPE GONNECTIONS AND ARE TO BE INSTALLED TO A 'SNUG-TIGHT' GONDITION AS DEFINED IN 11 . �� PROVIDE 3 BOLTS WITH 9' LONG 51-IEAR TAB PLATE FOR W16 BEAM AT 'SINGLE COPE 2' CONDITION ONLY. TNE AISG MANUAL OF STEEL CONSTRUGTION, UNLESS NOTED OTI-IERWISE, Q TYPICAL GONNECTOR PROVIDE SNEAR TAB PLATE THIGKNESS AS SPEGIFIED 10. � PROVIDE 2 BOLTS WITN 6' LONG GONNECTION ANGLES FOR W12 BEAM AT 'SINGLE COPE 2' CONDITION ONLY. TOV RESPONSE 12DEC07 � 12. SEE DETAILS BELOW FOR ADDITIONAL DETAILING REQUIREMENTS. TNE ENGINEER IS TO BE NOTIFIED OF ANY FRAMING CONDITION WNICN DOES � � , �� PROVIDE 3 BOLTS WITN 9' LONG GONNEGTION ANGLES FOR W16 BEAM AT "SINGLE GOPE 2' CONDITION ONLY. Q NOT MEET TNE CRITERIA PROVIDED EITNER IN TI-IIS SCNEDULE OR ELSEWNERE IN TNE DRAWINGS. TOV RESPONSE 11FE608 2 13. N/A INDICATES GONDITION WHERE GONNECTION FRAMING TYPES OUTLINED IN THIS SGHEDULE DO NOT APPLY. REFER TO PLANS AND DETAILS FOR 12. SEE DETAILS BELOW FOR ADDITIONAL DETAILING REQUIREMENTS TNE ENGINEER IS TO BE NOTIFIED OF ANY FRAMING CONDITION WNICH DOES DRAG STI� UT ALTERNATE GONNECTION FRAMING AT THESE CONDITIONS, WNERE APPLIGABLE. NOT MEET TNE CRITERIA PROVIDED EITNER IN TNIS SCNEDULE OR ELSEWNERE IN TNE DRAWINGS. CCD #24 23APR08 Q } 14. AT CONTRACTOR'S OPTION L4 x 3 %zx 3je BOLTED - BOLTED CONNEGTION MAY BE SUBSTITUTED FOR WELDED SHEAR TAB CONNECTION SNOWN. 13. N/A INDICATES GONDITION WHERE CONNEGTION FRAMING TYPES OUTLINED IN THIS SGHEDULE DO NOT APPLY. REFER TO PLANS AND DETAILS FOR ALTERNATE CONNECTION FRAMING AT TNESE GONDITIONS, WNERE APPLICABLE CCD #36 23JUL08 Q - CONNECTION SCNEDULE UNCOPED UNCOPED CONSTRUCTION DOCUMENTS 08AUG08 �y2, TOV UPDATE SET 10SEP08 DESIGNATION SNEAR TAB SNEAR TAB # OF COLUMNS # OF ROWS THIGKNESS WELD OF BOLTS OF BOLTS 4 ' LEG AT BEAM WEB STEEL BEAM RE� PLAN y� COLUMN I t REE PLAN AM DS-1 3/a� 5I6` 2 10 W OR NSS � I � �t'_YZ' GOLUMN � SHEAR TAB � � I ' W GOLUMN ' I DS-2 jZ' sj8• 3 � � FRAMING CONN. : . � p0 REGj i W COLUMN � �N GOLUMN DOUBLE ANGLE I �P �, , �� . . . . . . . � . FRAMING CONN. � VO�'��QNR� Y6,9•.�9 DS-3 3/s� 5I16' 2 4 3' MAX. TO WELD � I ' `� � � • o • � � i • • � 3' MAX TO WELD YZ �2 � 23/q MAX. � � ' � DS-4 3/s� 5/6' 3 4 �1 � G 3�Q MA X. A s� i(`�Q. o •• � � � � � � ��� V V D S-5 3 i8- 3 ig- 2 s 0 T Y P I C A L B E A M T O A L T E R N A T E B E A M T O G O L U M N T Y P I C A L B E A M T O �F S ��� E�G�� - COLUMN CONNECTIONS WEB EXTENDED PLATE GONNECTION COLUMN CONNECTIONS o`l (o - o $ ,� - - - - - ,.� _ _ _ _ _ S I NGLE COPE 1 S I NGLE COPE 2 DOUBLE COPE S I NGLE COPE 1 S I NG �E COPE 2 DOUBLE COPE 6' 6� 6. MAX. MAX. NOTES� MAX. MAX. MAX. MAX. 1 . PROVIDE SHEAR TAB CONNEGTION PER SCNEDULE 5-2 EXCEPT AS MODIFIED ABOVE. . � . N � . . X � • X X � N � I I � Q N � I N � . . V � N � � � � � Z 3/4 M A X. i TRIM BOTTOM FLANGE AS REQUIRED TRIM BOTTOM FLANGE AS REQUIRED I TO ACCOMMODATE # OF BOLTS � TO ACCOMMODATE # OF BOLTS SPECIFIED L3/4 MAX TYPICAL NON - LOAD BEARING ' � SPECIFIED � �- Z3/4 MAX. v 3' MAX. TO WELD 3' MAX TO WELD 3 MAX. TO WELD J CMU WALL SUPPORT J TYPICAL BEAM TO BEAM CONNECTIONS TYPICAL BEAM TO BEAM CONNECTIONS W � � AT STEEL F � AMING � � W NOTE� n/ � � 1 . EMBED IS TO BE DESIGNED BY PRECAST CONCRETE EMBED R. BY LL T.O SLAB SUPPLIER AND DESIGNED FOR TNE SNEAR £ PRECAST SUPPLIER SCNEDULE S _ -T Q � RE� PLAN CAPACITIES INDICATED IN THE CONNECTION � : > SCNEDULE FOR UNCOPED CONDITIONS. � � 2. LSL NOLES MAY BE USED AT THE CONTRACTOR'S END PLATE CONNECTION � � O � ,. .. » .. .» . ' .� O � " �-�-� � �v=. »; OPTION. IF LSL HOLES ARE USED, THE EMBEDS MUST • - - BE DESIGN FOR TNE MOMENTS INDICATED IN THE � . O Q in Z SCHEDULE. � � SCNEDULE CL � � DI � � � ALT WELD � Q � � Q � VS. EXPANSION � 2 � f � `� ; ^� ANCNORS STEEL BEAM �°� �� � .: Q Q � � � ,Y; "` r,: SHEAR TAB CONNEGTION � � O W L, RE� TYPICAL z` RE� SCI-IEDULE BEAM NUMBER OF END PLATE DOUBLE PLATE ►�LD CAPACITY � DETAIL AT DT SIZE A�OSX BOL S THIGKNESS GRADE 50 SIZE ( tw � ) � Rn (KIPS) ' FRAMING FOR � � � AD� I T I ON AL O INFORMATION WHERE CMU CROSSES O O STEEL BEAM PROVIDE W24 4 1 ' 1 ' 1 ' 280K � CMU WALL 3- GAP AROUND BEAM, TYP I CAL BEAM TO EMBED PLATE CONNECT I ON � (n U � RE• ARCH DO NOT ATTAC4-I TO 3 . � .. STEEL BEAM W2� 5 1 � /4 1 " 368K � W � NOTE� ANCNORAGE SNOWN IS ONLY p PROVIDE CONT. BOND TYPICAL CONCRETE W30 6 1 ' 3/a' 1 ' 416K � � REQUIRED FOR WALLS GREATER IN ' BEAM AT TOP OF � - LENGTN TNAN 8 FEET WITNOUT A � WALL �1/ + PLAN RETURN, I.E. ^� W33 7 i � 3I4' 1 ' S43K � Li � � BARf� IER WALL . 3 . . � PLAN RETURN W36 8 1 /a 1 641K J PLAN 0 W40 9 1� 3I4' i ' 755K � /1 VJ TYPICALNQN � LQAD BEARING T.O WALL INTERIOR STUD NOTES� RE• ARCH WALL AND FINISHES 1 . MINIMUM YIELD STRESS FY• PLATE - 36 K51 , W SNAPES - 50 K51 (30' ABOVE FINISN RE� ARCN 2. MINIMUM TENSILE STRESS FU• PLATES - 58 K51 , W SNAPES - 65 KSI � 'a 9 - _ p' � � ° . ���R '�P �V _�� CMU WALL SUPPORT AT FLOOR MAX ) 3. MINIMUM EDGE DISTANGE = 2' ; , ° ': . ' _, :_ °_ .��M� � 4. BOLT SPACING = 3Yz' q ; t � 5. STANDARD I-IOLES TO BE PROVIDED IN W SNAPE CONNECTING MEMBER � t � �' ,� '` " " i E g LAYOUT OF �,�.. . ..._ � _ 6. NORIZONTAL SSL NOLES TO BE PROVIDED IN END F'L t T � I GONCRETE BARRIER � � � � � � -� , D4UBl. E EE RAM NG _ . ` � 7. ALL BOLTS ARE TO BE A4q0-X. � , ' 6' 8. ALL A490-X BOLTS ARE TO BE 'SNUG TIGNT' BEARING TYPE GONNECTIONS CONTRACTOR � � ` - #6 C� 24 ' O.C. WALL, RE� ARGN MAY USE TC BOLTS AT TI-IEIR OPTION. �...� .�,v..__ _,._� �_ A_�.. ��. _ � .� _.ry � Z # 4 @ 18' O.C. 9. PROVIDE 1 COLUMN OF BOLTS ES OF BEAM WEB, TOTAL # OF BOLTS = 2x SHOWN. � 30LB FELT 10. W24, W27, W30. W33 GAPAGITIE5 ARE BASED ON SINGLE 4' DEEP x 8' LENGTN COPE. W36 � � BOND BREAKER AND W40 CAPAGITIES ARE BASED ON DOUBLE 4' DEEP x 6' LENGTH COPES. � BOND BREAKER T.O SLAB � < N RE' ARCN °° • in � L = BEAM 'D' DIMENSION BENT � 3/6' x 4' x 10' VERT. x - . < » _ .. _ _ E . r �M , , ,> a 1 '-O' LENGTH @ 4'-O' O.C. MAX. `r � � AND3/H RIZ• LEGS �TONPRECAST • . IIIII= iii- -iii =IIII ) 3 SIDES �., AND GMU, GAGE=B'. PROVIDE =IIII IIII= . tw2 SCHEDULES 0 3' VERT. SLOT IN VERT. LEG. II II Q - �, PROVIDE SNUG TIGNT NUTS IN : . „� VERT. LEG AND TACK WELD � AFTER INSTALLATION. � � `� � ��� �_ _� ��� � :".. � ��� �= _� ��� � ; DOUBLE TEE a CMU WALL RE� PLAN ° � x � � et �� � �� � ' y ����� END h'_ ( t`" � ) PLOTTED MAR o � RE� ARGN. WNERE CMU GROSSES � 'a �� = �' GROOVE WELD AT BEAM w DOUBLE TEE, PROVID � � � , 3' GAP AROUND r �� ,,,,;' �� � ;� .` � ° 2 Q NOTE• ANCHORAGE SHOWN IS ONLY O DOUBLE TEE, DO NOT ( tW ) EFFEGTIVE THROAT CHK'D BY c JRB a RECIUIRED FOR WALLS GREATER IN -� ATTACH TO DOUBLE ON ' DOUB EEF'L COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � LENGTH THAN 8 FEET WITHOUT A TEE MAT FOUNDATION DRILL AND EPDXY o PLAN RETURN, I.E ^� GROUT, 6' EMBED SHEET NUMBER. ' PROVIDE CONT. BOND a o PLAN RETURN BEAM AT TOP OF PLAN WALL NOTE� � - 1 . tw2 = TNICKNESS OF DOUBLER F'L - �i6 � 0 � D . P .A. PROJECT # 06232 . 00 � � SCI PROJECT # 04- 187 � N .0 O � � i.7 � } LL •1..s � =r_ _ . �_ '^ ` _ _ M � ' TYPICAL SNOW FENCE DETAIL A � TE � NATE SNOW FENCE DETAI L 4-lYz' GR36 SQ. BARS 3 UPSLOPE, EQUAL STEEL ROOF SPACES CONNEGT TO DECK PROVIDE L2x2 EACH SIDE VERTICAL R., RE� PLAN OF HSS FOR DECK RE� 1/St.00B CONTINUITY SIMILAR TO MESN NOT 2' MIN 'TYPICAL SNOW FENCE � SHOWN 3�6 2 TYP. DETAIL' • RE� ARGH � 3�4• x Q � � � � � 6� \ , � � QI"Chlt tS . � BE M 3I16 2-12 �� U� 3/6 \ � • \ A D �IN ULATION � u � � � yz \ � ` . � ALT DUE TO � OFFSET OF r HSS TO 3/6 2-12 � RE� GENERAL \ � � � \ ` � � BEAM WELD NOTES � � � � ` • � C�� 2301 BLAKE ST , STE. #100 � � � � � � Q DENVER, COLORADO 80205 NSS TO � � � T.O. ARCH DECK � � � � 303 861 8555 F.303 861 3027 BEAM � � � AND INSULATION � � � \ 3/8 ` \ \ � \ EDWARDS, CO ORADO 16321 � RE� GENERAL ROOF DECK STEEL BEAM \ \ � � \ � � � NOTES 970 926 8960 F 970 926 8961 TYP. RE� PLAN RE• PLAN � � \ \ � � 3�6 � � \ � ` STIFFENER R. NSS6 x 3 x 3/6 SLOT � � � � 3,y' x 6', 4 PLCS ROOF BEAM DECK AT NSS � \ RE� PLAN � � NS56 X 3 X 3/6 CONT., SPLICE AT � OF 3 SLOT I-aSS AT \ � � \ BEAM L2 x 2 x /6 EACN VERTICAL R. SIDE OF HSS BETWEEN BEAMS RE• NOTE 4 aj6 NOTES� STEEL BEAM „ RE� PI.AN 1 MAX. SPACING BETWEEN SNOW FENCES OR FROM SNOW FENGE TO ROOF RIDGE = 15'-O'. 2. MAX SPACING OF VERTICAL F�? = 5'-8'. ' 3. RE� ARCH FOR LAYOUT OF LATERAL BARS. 4. LEAVE GAP IN L TO ALLOW ACCESS FOR WELD OF HSS TO BEAM. S t r u c t u r a I 5. 1 %2' S(�UARE BAR LATERALS MAY BE SUBSTITUTED WITI-I THE FOLLOWING AT TNE COn SU I n ta tS ACTOR'S OPTION, PROVIDED OWNER APPROVES� A. 2' � STD. PIPE B HSSZXZx3�6 Incorporated 6 RE• 2/S1006 FOR CONNECTION OF N55 TO SLOPING BEAM. FOR ADDITIONAL INFORMATION, RE� 'TYPIGAL SNOW FENCE DETAIL' 3400 C. Dayaud Avcnuc �v00 Denver, Colorado 80209 (303) 399- 5154, FAX (303) 333- 9501 IEmad . InfoC�sci—denver com SCI Job Number: 04- 187 ISSUE/REVISION DATE NO. CCD #36 23JUL08 3/a 2 CONSTRUCTION DOCUMENTS 08AUG08 Ya GAP � � � / TOV UPDATE SET 10SEP08 � � MESH, RE� ARCH � � � � � � STEEL DECK � � RE� PLAN � � � � � � ti i � i i i — — — — — — — — — — — — — — � i � � 1Yz' SQUARE BAR HSS, RE TYP DETAIL TRIM AT BEAM FLANGE TO F'L %a ' x 2' x LENGTH MATCI-I SLOPE BETWEEN SGIUARE STEEL BEAM TYP. BARS W/ 2-�' � RE� PLAN STIFFENER h'_ 3�6 THRU-BOLT, GAGE=6' RE� TYP DETAIL SNOW FENCE PROVIDE FINGER VERT � CAL F'L SNIMS FOR FITUP PLAN VIEW GUT TNROUGN SNOW FENGE VERTICAL . Q,P��. . . G��'lF ��.�•Q,�, RO Y gq•.�FO c�. ��c. '9�-�;. NOTE� AT PIPE ALTERNATE, SNAPE %4 � o � CONNECTION R, TO PIPE RADIUS FOR i 'h' WELD LENGTN. . . s � � � � • � i i2'=r-o• , �9o,�F . . ���,�, . . . . . /ONA1.� a� -la -o � 2 1 /z'=1 '-0• • � ,. U J J W � � ti � - W � � Z o °o � � � — o 0 � o o �. � oQ � Q Q � � � r J � O � OO °" ; �- O � � � � Q � � w ! _ Q v_� � > � - � Q J � C/) �um ._.�..� d .v....... �. .,�,..-,-� .._ .,... �4�.,�v.R... � ` ` � ' �.6 L � ( 4 Y �4 va _...1 _ .. .. �..�.r.�a.. r. � � } � � " R� �j+ � r � � � s � �_ ` � P ` � � . � � � n _ f � .. ,.. _ ' y �,.._� � � """°---�--,._..—.�_ � �t� t � Q � O) � � W S O � � • � g TYPICAL DETAILS � nI � � � y . � 0 � � rn o . „ PLOTTED MAR � w ¢ CHK'D BY JRB 0 � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS O H J ¢ HEETNUMBER > � O z ' � O � ■ � D . P .A. PROJECT # 06232 . 00 � r y SCI PROJECT # 04- 187 a 0 � � � � � � WORK POINT COORDINATE SCNEDULE WORK POINT GRID LOGATION NORTN COORDINATE EAST COORDINATE COLUMN y�pRK POINT GRID LOCATION NORTH GOORDINATE EAST COORDINATE Ca'V� WORK POINT GRID LOCATION NORTH GOORDINATE EAST COORDINATE COLUMN ROTATION ROTATION ROTATION � WP 1 POINT OF BEGINNING O' O' - WP 31 - 10.148' 167.621 ' - CP. 16 - 149 271 ' 167.469' 106.99' WP 2 1 -A 304.542' O' - WP 32 - 8.605' 157.711 ' - CP. 17 - 141 .000' 147.010' 119.18� � ' WP 3 28-A 304.542' 413.000' - WP 33 - 7.362' 147.758' - CP. 18 - 131 .021 130.917' 128.80` • I � Q �,,,C � � � �S WP 4 28 188. 469' 413.000' - WP 34 - 6. 418' 137.772' - CP. 19 - 114 ,906' 113.115' 140.99` . � WP 5 - 183.611 ' 412.076' - WP 35 - 5 775' 127.770' - CP. 20 - 99.688' 101 .458' 150.61 ' WP 6 N 174 . 499' 407. 319' - WP 36 - 0.313' 16.750' - CP. 21 - 80.406' 92.604' 72.80 � ` WP 7 - 129.667' 371 .187' - WP 37 - 122.344' -6.167' - CP. 22 - 59.979' 88.250 172.42` WP 8 - 121 .536' 364 .418' - WP 38 - 171 .792' -6.167' - - - - - - 2301 BLAKE ST., STE #100 ` DENVER, COLORADO 80205 WP 9 - 114 .029' 357.766' - WP 39 - 171 .792' -18.500' - - - - - - 303 .861 . 8555 F.303 861 .3027 WP 1 O - 106.726' 350.891 ' - WP 40 - 204 .854' -24.667' - - - - - - 0225 MAIN STREET UNIT C101 EDWARDS, COLORADO 81632 WP 11 - 99.632' 343.800' - WP 41 1 234. 333' O' - - - - - - 970 926 8960 F 970 926 8961 WP 12 - 92 755' 336.499' - WP 42 - 166.639' 400 342' - - - - - - WP 13 - 86.057' 328.933' - WP 43 - 147.517' 384 931 ' - - - - - - WP 14 - 79,671 ' 321 .296' - P 44 - 8 O O' 32 ,9 O' - - - - - - WP 15 - 73 482' 313. 403' - WP 45 - 70.585' 308.630' 4 - - - - - - WP 16 - 67.530' 305.329' - , - , . 165.36' - - - - - WP 17 - 61 .824' 297.081 ' - CP. 2 - 109.896' 85,625' 147.14 ' - - - - - WP 18 - 56.368' 288.665' - CP. 3 - 127.521 ' 99.125' 137.92` - - - - - WP 19 - 51 .167' 280.088' - GP. 4 - 146.177' 119.739' 126.38` - - - - - WP 20 - 46.227' 271 .359' - CP. 5 - 157.740' 138.375' 117.32� - - - - - 4 WP 21 - 41 .550' 262. 486' - GP. 6 - 157.740' 265.021 ' 62.73` - - - - - . WP 22 - 37.143' 253. 476' - CP. 7 - 146.177' 283.656' 53.62' - - - - - � WP 23 - 33.009' 244. 338' - CP. 8 - 127.490' 304 .292' 42.08' - - - - - tructural WP 24 - 29151 ' 235.079' - CP. 9 - 109.896' 317.771 ' 32 86° - - - - - C o n s u I t a n t s WP 25 - 25.573' 225.709' - CP. 1 O - 88.969' 308.115' 29.39� - - - - - I n c o r p o r a t e d 3400 E. Bayaud Avenue #300 WP 26 - 22 278' 216.235' - CP. 11 - 99.688' 301 .958' 29 39' - - - - - Denver, Colorado Sb209 WP 27 - 1q.27q' 206.665' - GP. 12 - 114 .906' 290.292' 3901 ' - - - _ _ �,sus� 3yy- 5154, rAX (SU3) 333- y5U1 Email Info�scrdenver com SCI Job Number: 04- 187 WP 28 - 16.550' 197.014 ' - CP. 13 - 131 .021 ' 272.490' 51 .20' - - - - - WP 29 - 14.122' 187.282' - CP. 14 - 141 .01 O' 256.396' 60 82' - - - - - ISSUE/REVISION DATE NO. WP 30 - 11 ,q87' 177, 481 ' - CP. 15 - 149. 313' 235.938' 73.01 ' - - - - - CD PERMIT SET 010CT07 NOTES� STRUCTURAL CDS 01NOV07 t . � WP 1 IS THE POINT OF BEGINNING SHOWN ON CIVIL DRAWINGS INDICATED AS 1 ,310,006.12 NORTN, 3,141 ,04067 EAST. Q 2 WORK POINTS ARE GRIDLINE LOGATIONS UNLESS NOTED OTNERWISE. TOV RESPONSE 12DEC07 � TOV FOUNDATION SET 05FEB08 Q _ TOV RESPONSE 11FE608 Q CCD #24 23APR08 Q � BASE PLATE DETAI � S CONSTRUCTION DOCUMENTS 08AUG08 TYPICAL BASE PLATE ELEVATION STEEL COLUMN ON PRECAST WALL PILASTER STEEL COLUMN ON PRECAST WALL PANEL TOV UPDATE SET 10SEP08 3', GAGE = 6' � STEEL COLUMN 3', GAGE = 6' g/� RE• PLAN i 15�2' lYz' � 4-1 ' � ANCHOR RODS I Pap REGISTF i ' � F1554 • GOLUMN BASE �'L RE• TYPICAL BASE O�•' ROY g �••;9F GRADE 36 NEADED � RE� SGNEDULE ELEVATION O:�Q�' q9�• O TYP� @ COLUMN BASE R. STEEL COLUMN v; �� c� � ANCHOR RODS . . �6 FLANGE � RE� SCNEDULE RE� PLAN � � UNLESS NOTED 2' NON-SHRINK BASE h'_1yz' OTHERWISE , I . ORIENTATION MAY VARY :� • � GROUT 1 ' (MIN.) 4 ; , fs ,' , ' � � N GROUT 90�; ���C�� � 2 NON-SHRINK , � ,o •� ; � NON 54-IRINK � _� GORBEL BY SIONP �'yv -�v NONMETALLIG ;� " � cp ANCHOR ROD EMBED FL'. BY PRECAST SUPPLIER � , 5000 (MIN.) PSI �' � ,°� :� h'_ ELEVATI�ON NU S LING � � I ���° � �1 EMBED f� BY PRECAST SUPPLIER TEMPLATE �'L DETAIL � = 1 . ;: � 1 PRECAST SUPPLIER ,, f �� / FOUNDATION " ` ,,, ' � � ; I PRECAST WALL F` E t ; PRECAST WALL ,x _J, �� � PILASTER BY � y � PANEL PRECASTER : 1 � � 1 � I.._ _. ` 1 ' r �.. - ; 1 � �:.... �. i � : I .: � NOA36 TNREADED ROD W/ DOUBLE NUTS MAY T Y P . U . N . O . I BE SUBSTITUTED FOR ANGNOR RODS. 2. AT THE MAT SLAB, GAST- IN-PLACE ANCNORS D E T A I � 1 D E T A I � � a MAY BE SUBSTITUTED W/ EPDXY GROUTED ANCNORS 3. USE A36 THREADED ROD WITH OUT NUTS AT D E T A I � .J EPDXY GROUTED ANCNORS COLUMN CENTERED ON GIRDER WEBS PARALLEL COLUMN CENTERED ON GIRDER WEBS PERPENDICULAR COLUMN SKEWED AND/OR PARTIALLY NSS POST TO W BEAM U BEAR I NG ON BEAM TO G I RDER JOI NT J J BASE F'L THICKNESS I I �. OF GOLUMN VARIES � � � . STEEL GOLUMN . . STEEL COLUMN RE� SCI-IEDULE i RE� PLAN 3 , GAGE = 6' 3 , GAGE = 6 II RE� PLAN I RE� PLAN ENLARGE AS � � W REC�UIRED FOR PROVIDE STIFFENER i HSS4 x 4 POST z 4-�/a' � A325-TG � 4- �i�' � A325-TC BOLT GONFIGURATION Ii PLATES IN BEAM I RE• PLAN r BOLTS BOLTS WEB AS SNOWN � Q � BASE f'L BASE F'L I I I � � STEEL COLUMN ON DETAIL 4 � RE� SCHEDULE ` RE� SCHEDULE II � O RE• PLAN � LOGATE TO AVOID h' �' x 'X' x 'Y' i � O RE� DETAIL 1 RE• DETAIL t i � � � CONFLICT WITH � I FOR COLUMN , FOR COLUMN . I 5j6 I I GRAVITY SNEAR I I j � WELD SE � WELD SE � i N TAB CONNEGTION O Q ` . � Q r 4- /8 $ A325-TC Q � STIFFENER F'L 1 ' r � STIFFENER �'L 1 ' r � i� _ _ I � •- _ _ _ _ _ _ _ _ _ ' ' �Yz � - FULL DEPTN . � . FULL DEPTH . I • • - - _ - - _ - yz' 3 � � �/ � � EACH SIDE � • EACI-I SIDE � • � � • �� GENTERED ON/BGOLU N SIDE `L • • PROVIDE STIFFENER STEEL BEAM -�,�- J W O W BOLT GONFIGURATION � � BOLT CONFIGURATION � � PLATES IN GIRDER , I i i RE� PLAN Y4 I N C J ^ . RE� CONNECTION RE� CONNECTI�N AS SNOWN IN 3 SGNEDULES • SCNEDULES • DETAIL 4 � 14' �ocs ois-r� r�cs G � L.L L • L • � i � ' AT COLUMN AND STEEL BEAM � NOTE� � Q , BOLTS, TYPICAL RE� PLAN iI � 1 . CAP PLATE FOR POST IS SIMILAR � ♦ ^ U � il i GIRDER 2. 'X' = COLUMN WIDTH + 1 ' VJ n I 5�6 3 SIDES I 5�6 3 SIDES i i I RE� PLAN 3 'Y' = GOLUMN WIDTN + 6' � �+ � � W J [J� TRIM ONE SIDE TRIM ONE SIDE Q � OF BEAM FLANGE OF BEAM FLANGE I r n/ ~ � � ��� DETAI � 4 DETAI � 5 DETAIL 6 DETAI � 7 � Q y J � �-� - . ti _xo-_ _ .ti �a ._ .� C!) , , , _. qk = - � __ _ _ ^ + ( } � , � � � � V I � � � � u � r d � r , � c � u � � � , � _ x_� "- � � � r � �.....��.. _ ,. , � � . � _. , . � � _ � , . � � � N �p� M � � SCHEDULES 0 � �, . �, � � 0 � �, . � � � � � � 0 �, PLOTTED MAR o . � vWi CHK'D BY JRB w � ¢ COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 0 a � 0 SHEETNUMBER. F- J Q � ll.. � Z � � � O � D . P .A. PROJECT # 06232 . 00 � � . � SCI PROJECT # 04- 187 N .� O � N 1 b � , , 1 2 a 4 0 6 7 8 9 p � It D 14 6 �6 If � q !0 i t2 t1 �4 36 fb t7 � IC-S 7"1Vli 1B'-q" IT'7� 6-0' 6-T 10J' 21 -4� 19''UG 2T-!U� 610TC 18''3� 24 -4�'i 23''IIY 18ip� 6'3�(i 13'-7'.6' 1'J'-Ni 6i3(i 41'-ip` p'-P IY'1?� Y3-iC M'-flK 19'-0�i' 15'3� T-I' � � � � i � � � � i � � � � � � t � i � � � i � � � � � A - - - - _ WP 2 Wlp 3 A ,. - . . . , . � . ., , � } , . - - - � _ ' _ _ = r II � i i i i „ i i ' II I � t I � I � i 1 ' 1 { ii ! i � i t iV : I II al,i . I,i' . � il ii � 3 � fi i ' ! ' li � t il t I i i � � � � � � � =3 � � � � ; � i II il I 1 d j i IS tl � 1 II t 1 � ' I ; t � 1 ' I � i ! li tl 11 ii �; � U { i � II I ' II I ! �, II � ! � h I � I II � 1 I � 1 ' li � � II It � 1 I - I 1 + EI i It li ; I i1 1 ; I � II '} t ' + I I il I II ! I I � I ' 11 1 � i � I ' E I ! U I I It ! i . � ` � II it i I t ; S il ! I ' i ' I li • I It i li II ' t � II t ( i ' I II li I � 1 ` ii � t I � ! i i � ii � ;} i I I � i � � � . • q J � il II � I I ' : t I � II I ( ( I ' I ' I I ; I � it r ! � il I II ! II li II ! ' U i { � 11 I I li � i � I I I I � ii 3 Y . , ^ �� � � } } �+ � � : ° ; 1 II II 1 ' I < 1 I � i � I II ! � I ' 1 L L II , II ii 1 tl � I II li II 1 � il � ! ` • I ' i i , 11 Il ' i � ! I i � 11 �y ` `J a � � i { ! I ' ! il I ! , i I , I ; 1 � I I � i I il 1 � II II h II ; 1 ! tl i 1I II I � I ' II II ' I ' I ' 1 ` 1 � II � I 1 � I ; ll m o . 4 4 � i � � t 1 � ' i t � 1 � � � � 1 � i � i ii t � � � 11 1 1 � i r t � t i � � 1 � If i � i � 1 i , � � � i � i � � i � � � � � � � i � • � • _ • �i � � � i � i i � � . _ _ � � n � i' ' _ _' � _ 3 ~� � / 2 � � f � � i � : s - - - - - - - - - - ' - - - - - - ' - - - --f-- - - - - - - - - - - - - � - ,- - - , - � � � � - - - s � q e - -- - - - - - � � � �. � � � � a � i , � , t --- ii � i �i ` . � � � ' ' � ' � � � � � � � � � il ii � i ' f � � i � { II ! i � I � � � � � = ii i � _ � t = ' t � l ! I 11 � ( • i � i � � i � t � E II II ! � 0 0 I ' li ' f � I V il ' 1 � � . � � ' � � ' ° � i ' � ' � { � � � ` � 2301 BLAKE ST , STE #100 r „ ' � i , i � , i � i ' , a DENVER, COLORADO 80205 s ; � � _ _ _ = 303 861 8555 F 303.861 3027 � ��_ � � � � � � � � � � � � � � � � � , � � , C - - - - - - - - - - - - - - - - - - - - - � � - � � - - - �- - - - _=z' s = s—�x x s . . i , i ; il - - - - C � � � � � ; � � ' � ' ' ' � e ` 0225 MAIN STREET . UNITC101 � � � � i � � + � � � � � , � EDWARDS, COLORADO 81632 � . . . � ; i i � � , i � ; � ; . . . . � � ' . i � � � i � � � � � � � � � � I � i � li t il � _ �'__. )_� � h � i = � � . �� i � � � ■ �, H I � I t � ) il I � � . 1 ' ' ' ' j ' 'j�y�= . 970 926 8960 F 970 926 8961 . d : s : `> , : r , _ = t = , . , . p � ' _ - ' t. � _ ' � � � ' _ ' • � ■ � �� • ' _ ' ` ` � �u� ' ' ' � I ! ' i I i �i I I t ' � ' - � p""`� ' � I I i , 1 ; � i � I � t i il `�! � U i ( I ! � ! � � I il ' _ �' ' ' ' _ ` � ' � a - ' ' D �y r I I II 1 � I � ' I il ' 1 I II 11 f ' , i • S ,.-"'' �„ { I I I E I I 1 ,�^' �`"�.,, � I I � I I ' ' ! I Il I ' 3 k li I , II I ' i� II � 1 I I li I ( � i ' I i I 1 ' Ir i l 1. � � . � t � i i I � � i i ' 1 � ,,,,.•l' "`, .,� II i � i � i � ii i II i 13 ((( li i ; II , ! � f � i � i � 1 � l � i� 1 � i , i I I 11 , ! � ' i p • • �,,, ' 1 tl ' ! 1 � I ' 1 ' I ' "�.,,, � I I � 1 It � I I il 1 ; 1 jjj il I II � I 1 il I { � I ! � ' r 1 I I il ' f I ' I li ll ' I � - < � r „ , . , _ , , - • I i � i i i I i li \ ' _ il i � i , i � i { � t i ' f J II I ' il ' � f � � I � E � � i � i i � I ! i I i il i ! � 1 _ --- - t ' E ` i i i I i E I � � - I/--� • ° ° � "` ' , il i � i � i ; i I ' } i ' i J � Ii i ii ' f � k y ; i i � i � I ! i � i � I i � i ! � il I ,� f -- - _ - - - -- , � __ -' - -� _� �. � _.___ • • ti � E I 1 I � i ! 1 I � II I ' I i � ' i I ' I I � 1 I � _i _ ii '� � t � 1 � I � i � i i ' I i i i i i I � ' I C r ° - - - — — - - - - - — — -- - — - � > - - — — -- - � � � � � � � � � � � ' . • ' � � _ — — � w » � � � � . , ., � � ��{t. � � � � O O ' i � li - - - I � I � 1 1 ` I � • ' I 1 � � I � II � � ^ mm ! � ! I � I � li II f ' � I I � I I � I f ly `�.,�� II li II � I + I k ' � I yl 1 � � t`- - - 1 I -, t� t � � I II � 1 , � � t � I � I 11 - - - I - -- ~ I '- II 1 1 ` - - 1 � -'o � � 1 I 1 � 1 � I It I � 1 � � 1 1 � � I � { I , % • I ' ! 1 � ! � II ' I I � I ` � I I ' I 11 1 I � � � `� II Ir U II tl f � � I I 11 ` I ' I I k I ab � f II I �� 3 I � 1 11 1 I � 1 � l 1 ' I � � e � _ _ , _ _ _ a e ! _ _ � I ii h 1 � ) i ' _ I ' 1 � I � ( � � I ' . r µS ( 1 ' � I 1 � It II ' I I � ! ' ( � I 1 ! I f I „i,4 ` ( I i ' 11 II � I � � I I ; I I � I ; i ' E i :'. ( II ti :� t t � i Ii I i � I � ( I � i I � 1° 3 - � � 1 i � i ; I � I t i -- - -- - - - _ _ - _ . - - - - - - i ' I li � I il � il i � . ll � I i II It i� � � ' � I 4 � i , � E � i i � i , i ii I � i f I � , � � � ; i � i ! i � il i � i ' I � i ( II I � il 1 � � i ' i � S � i f ii i i � i I ! i i i i � i , 4� � i ll li ! 11 il I � I ` II il � I , ' I I tl ii � I il ; i I � ! ' � i # i I ' il il I ' ! ' ' I I � I il I � I � ; i II ' I il It I ' li II I � II tl I � II 11 II i � I � I � I I ! II ' I I 11 ' I 1 il I � I � 1 � � o � t � � � � II I ' I � 3 il ' � 14 I ; � II � I � It ; i � I il � il ; I 31 II � I � i i 1 , I ' t � ! � I 1 ' I � 1 � I � I � I I I � l I � I ! ! � il ' I I � � II t II I � il 3I t � � II 11 I � � II � I I i ! � It II II � I P I I II I � � ! � I [ I � li ° � 1 � t i � i ii il i � il � i 1 � � i li ii i i � � � 1 I 3 1 1 � 1 1 1 � i i I tI II ' I 11 I { Ii t � � � t , „ „ � � � i � � . :o O O I I II � i ii it i i ii � � i � u � i � � � � � � i � � � � � � � � � A��� j i ! � � i � i � I 0 _ - ' ' ' -�._. _ ' - ' ' _ ' ' ' T i � a i i - ' _ ' .� ' ' - ' _ ' ' ' ' ' ' ' _ _ _ � i � � � � ' I 11 II I il il i � _ � ! i tl i ' I IE i � ' i � � � i � � i � � i � � i t � t � � � � iI • � . � � � � � i � � � � � � � � _ = i i t � � � � � � � � � � - � - - � i 1.1 - _ ' � - .�.�. ��_- '��� � ' ' - � ' � - ' - - ' ' � � - � � ' - - - � ' � ' - - � ' � - ' y 4 � O " � 1� . it ti � � t � ; ; ' ' � ' ' _ � ,I � Structural ; � � � _ � r� = I ! il i � � � � _ _ � � _ � � � � � � � � t � - - - - ; i ! � 1 • _ �' t ! � Consultants � � Incor orated _ _ , p 40 � � � � � � • � � � � � � � � � � � � � � � � � , �� , � , 1 3400 E. Bayaud Avenue #300 ( � � • Denver, Colorado 8b209 J � - - - - - - -�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J ■ • . • • • • • . • • . . • . . ■ • ; i ii ii i i � � '� s - ' " ' ' " " ' ' - , - - - ` � ` � ; - � , ' ' , - - - - , - - { - - - - - - K (303) 399- 5154, FAX (303) 333- 9501 _ � i � �" i i ; � � � � � i , r x i i , i � � n � ; � � � � � � i ; n � � i � � i ; � i � i i � i � � � i . n � i i i � i n � � , i i E � ; i � � i ; � , i ; i i � i x " � ; i , � i � � ii ' : � � i i , i , ' i � j Email Info�sci—denvercom I ' ! 1 I t � ! I ! � I � I f I � 1 � l 11 li II 1 , ! � ! li I ' � I ' 1 II I ; , I ' I � I 11 I ! 1 ' � II � I I � I I I1 II I � � I , I I � I i II 11 ! � I , I II 1 ; 1 U ' I 1 � � 1 II tl II � I 1 I ' I + I � � � � � � � � t i � � � i � � � � � � , i � i il � { II ' I 1� � � ( � � � o q � i ; , i � i � i � i i , i i r � G i ; i � t , i , ii i ; � � � � � ii , � ii u i i , i ; i u i , i r � ii � i i i i ; i � i , i , i i i � � i ii i � i � i � i � i i , i , n � i ; � n � i E j i � 1 SCI Job Number: 04- 187 � � 1 ; II I i ! , t I h I I � ' ! I f � t 11 I ; II I i � � ! 1 ; II � 4 il II It � I % I I 31 { i ! I ; I ! I � 1 I I f , 1 ' ! ! I ' � I ' 1 I � 1 I 11 II I � I I � I � t ' ! II � I li I EI � 1 ; I II ` I f � Y� II � � � � � 'e � I � II il � I - 1 I II t I � 1 I I ' ( 11 I � il I � 11 ' 3 I li � I ' I II It � I II � I ' I I � I ! I tl � I I ' I I ' 1 � II { � I ' ! I i ! I II I � I � � I I ' [ li ; I II il i I I II 11 II II I i li I � � p � . � � i � I '- Vt = I - -- 1 ! i � I � 1 ' t ! 1 If If I ` II II • tI � 1 ti I � It � I II li [ I I I 11 I 3i E � � I 1 I ! 3 I � I ' 1 ' � 1 , I I � I li 3 li ' t ' ' I i II � 1 l II II � �• I 11 FI I { II tl f I ; I � f ' � n a � � s � i ra i a. � � � i • ` r � i 1 i ; i � � i � � � � i i ; ; i ; i_ iE i � , i � i � i ; i � r i ; � i i i , i � i � i � i i � i i ; i i i � i � i � � i �. ii - t i � i �.i ii it. n i } E � i = ` WP 4 ISSUE/REVISION DATE NO. L � - ' - ' ' i ' � i � a . - , T ' _ - -- _ - _ - - _ - - . _ - t - - _ ' - � _ - - _ �_ - - _ - _ - _ - - _ - - -- _ - _ - - - - _ - - - _ -_ - - - - _ _ - -_ - - - _ - .,, _ ' _ - - - _ �_ - -- - - - - - - - ' - � L � � � � � � � � � � � • � 5 � CD PERMIT SET 010CT07 . , � �t - - - - - - - - - - '�' - - - - - '"" - - - - - - - - - - ,,. - - - - - �t ' ' ° ' ' " � ' ` " • STRUCTURAL CDS 01NOV07 � � � , � � � � � � , � � -'"� � � _ . .� � � � � : , � N - - - - - . � , � - - - WP 39 Wp g - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - � . N TOV RESPONSE 12DEC07 Qj �. � _....�_.,.....,.,�. . a � �� � � TOV FOUNDATION SET 05FE608 Q � � � � : � � � , � � °wa� � � ,..�,.� " � , 42 , „ � � - - - - - - - - - - ��"""` - - - - - - - p TOV RESPONSE 11 FEB08 Q p - - - - - - - - - - - - - - - - - - - - - - . 5 CP ���. CCD #24 23APR08 Q � � ��' � � � � � � , � � � � , � � , � � ~� � � . CONSTRUCTION DOCUMENTS 08AUG08 , p �-"'ti, '� Y ro ",�.K,r-" � m CP 16 �.--'`".�-�- �`'`"-,-� 5 ' TOV UPDATE SET 10SEP08 '°•..--.._ .._---'"' ' ,�"' .� � • ' ----'"��.�-`' _ ' . a ' _ ' � � 4 � � � � p 7 , � � � , 43 , � c - - - - - - - - - - - ° - - - - - - - - - - - - - - - - - o ., ,..�„ � ' � � � � 14 ...,..._.�.. � •. � --- .� � ,_.�...r. � ; = � r' i I i i � i � � � � � � � i �� � � � i i � - o i • � � � h � .r.r. ww.�ww�r.wa.av..wnrww. �w. oaww.vw.www..�n.. — a - - - - - - ; ,...._, - - - - - - - - - � - - - - - - - - - - - � P - � - - � - - - - - - - - a � � ; � � � e �, � � � � � � � , � � � � � � �� � � � � � ¢ p0 REG/ST wP � 1 o p. , , . . . . . ,, F s - - - - - - , ' : - - - - - - - - - - - - - - - - - - - - . - - . - - , - - - - - - - 8 �O�Q,Q� ROYgq��'pF`� . �s,.,.r.�se { O ,.syvxwwwww..,ur,�, — �:Q c�,�: 1 7 � . t i ` i � 1 1 1 i I 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 i • • F � � � � ° , 19 GP � � ..�.�.�..�. . ` ' F ��� ���c, • � • , � WP 9 �'p'•. ..•�� ' P GP 9 Fc . . . . . • �� r - ' _ _ ' � - � i _ � � � ' ^ � - ' _ � - � ' _ � ' ' � - _ ' � _ � � � � i � e � � � � � IONA�- ���UJ "'Q � � - - - - - - - - - - - - - - �� - - - - - - - - T . -�— ,....� ' .... � � � � � � � � � �p � � � � � � � � F � � � 11 , � � � � � il � � � � � � � 12 � � � � � � � � � � � � � � � � � � � � GP � � � � � � � u - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - u � � � � � 13 - - - � ,, 44 � .� • ■ p�}�, /. � a � � � � � � � � -z � � � � � � � � � � � � �. � 4 � � � � � � - V - - - - - - - - - �-- - - - - - - - - - - - - - - - - - - - - - - ,, � - - - - - - - - - - - V � � , �� � y ���� 15 � � � � 1 � • = � � � � � � � � � � � � � � 45 � � � � � � � • � ° i ; "� � � N \ � \ � N \ � � � � Y I� 1 1 t t � 1 � � e 1 l/ 1 , wr�y �gL i 1 { 1 1 1 I 1 1 I t t 1 �7 1 1 I I 1 1 1 / \ � .. � Y t � t . a . S � w - - - - - - ----=- - - - - - - - - - - - - - - - - - - - - - 18 - - - - - - - - - - - - - - J � � , � � �� � • - w � p -- --�- _ � R � � , � � � � � , f 19 � � � � � � � � � � p � r. ' � � ti � x - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - x _ � w . , . , . , , , , , , , , , , , , 21 , . , � , . , , , � c� ' Z � � o�o o , . � � � � � � � � � � � � � 2 � � � � � a � � � � � � � ° . . 24 � _ � p p � � O0 � � � � � � � � � � � � � � � 26 � 2 � � � � � � � � � � � � � Y - - - - - - - - - - - � � � � - - - - - - - � - - - - - - - - - - - - - - � 2 - - - - - - - - - - - Y Q Q � � � z8 J � � � � � � , � Zq � � � � � � � � � � � � , , W O 1 � 1 . : WP 30 � � I..^.1 � 31 � - � O --� I..L tvvr t 34 �� u►� �� - � � O POINT OF � � � � � � � � , WP 35 , � � � � � � � � � � � , , , � � � BEGIf�11NG 36 �/ z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z � � I..L Q � � , , , , , , , , , , , , , , , , , . , , , , , , � , , , w J _ � � Q - T � \ � 1 1 1 1 1 / 1 1 1 1 f 1 1 1 1 1 ! f 1 1 t 1 f 1 t 1 1 1 � � - J , . , , , , , , , , , , , , , , , , , , , , , , , . , , � �a-3• �-nK ta-v rc-�'lfi sa� s-6• tar• z -a3; w-U� zr-yi e��o'.f ie�-s�i zn-�Y. rr-NS ieiUi a�i is-Yili ir-aK' s-s3Y m•-to� �va• iq-i�; 2�-w� u�.' ia�+s' �s-yi 7-�• � � Z 3 4 6 6 7 a 9 �D � IZ D 14 0 16 A � li 90 7 � !'J 94 9b 96 2� � .e,- � _„_,._ __ __ _....w,. __� ,. :_ m^....M� � � .� . _ _ � r -- ,. . - - - . , " � � �..� � F i i r '^ F� (/� T/ r� r (j � � � � , � � V � [ �_ j ( � � � T `� ; � � _s . . _ _�� ' c �' u . � i � .a.R..o.,...twa:. .. .� . ��__ � C__ _ __ � COOI� DINATE PL. AN OVE � ALL ;6�=, �-o� � NOTES� � 1 . WP'X' INDICATES WORK POINT FOR LAYOUT OF STRAIGHT AND CURVING EXTERIOR PREGAST WALL PANEL ELEMENTS a 2. CP'X' INDICATE GOLUMN COORDINATES FOR COLUMNS NOT LOGATED ON PLAN GRIDS � � 3. RE� S1 .01 FOR WORK POINT COORDINATE SCHEDULE. � � � COORDINATE PLAN � � � N O � � • 1�' � � � ti� � � PLOTTED MAR o . H N CHK'D BY JRB w � � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � O 2 3 4 SHEETNUMBER F- J Q � LL 0 Z ` � � 5 ■ � D . P .A. PROJECT # 06232 . 00 � � SCI PROJECT # 04- 187 � 0 � U � i LL i,- O O O � O � O O 4 � A � 4 4 Q Q � � O � O A� � � � � � � Q � Q � � QQ O Q � A Q p O � p� Q O � p � � � � � � I �` � � I � � 1 � � I � I � � � i I I � i , , € _ _ I I I � � � � � ( � � � i � g � � � I � � j � � f t � € i � i 6 i : I . , ... . .. .... . ._.... . .. .. � � �.,. M.,.,,...._. ...,..._. ..� .v.� „<.... . . . . , .. .. ..._. .. .. . __. .. . . . _._ . . ..,» . 5 � ,. . , . , _ . �. . .,» .. . ., _,_ . ..» .»., ..,. .. r�,», .�.,- -.a.-�a - ....,...............< .:...::. ,........; � .m.a,�. :,.,..<............,,. .�....,... .. .;�»,»,,.,.a.,, . .....,:,.:., :..„„ ,�.........�..� . .,,;,, , w ..�, »»».,�.�.,o , r „�,^ ,� , .» . . . �,.E.,.,.,.. ',:.»..<a»,. a«xc,,, , _ .. .z L . �.w.y ..... ............ v».,� . . ..... . �....,.,.........� ? y :a....�... ....w..,........p.�.,.;.......... a...x�..:..o. �.�...a.':.x .:w::. . ...w.... ". J.;CO�, -1 a'u •..:.:. . . p a _�._ ........ . M ..��.. . .. .. .... ........ .. .. ��... � _. . ..... . . .... . . .�. . . .. � ,. : � , ::.�. .��v.�..� _ . � ,f .. . _�. . �� � ..��.:� .��..� .....�. . . .. .. _ . �. .�_�.._ _ �jj � . � , ,�. . � � . ........... ...._. .�,a�... . .�w . . .� .», »�..». _�. ._ . .. . . �r» ..�: € . . } , �m �._ .. . . .. . �. �. � _ «.,. ..�. . ---�� o � ..�... �_._._ � .._.. _ �_� _ �_. , � �. �..: �M�M ... �.�.:...:.. ... . ... . ............_....... .. .. ... :. .... .::: � ; 5 \ : . . : » .�. ._._ __�._..._._w.. .... <.�:;::...�.�... . .�. . . _ . . p . . ,. � � E $ \� � � . .. . .� .. � � .:. � ... .� '� ' t. n :.i.. S K: 0.�...� < ......�.i;.p w.w.�m�.�,. � .� .� �w .. \ . ? „v� ..m,w.m...... � �aw w...2 � ..�.Yn�v ow1 .....�.�.�.�... .. .. � uwww�O . Cp .Ww • � n :.... .. .. . � •:� r C p i q�:a..?::�ini::::: f v:.m. n... -. :C...:.�. \j € O ' \ p # �v... M�w��� r r . �.....�...� o�r �w . ..�.� . i { r ....... ..... . ! \ # v+ .�n .� � .� v ..n .. ..... ... . _� >iiii. '_::.::.: • . . �� :: : �. r A :] , ..^' tl A . ..... � i C ' . . ' . ; i ..: � 5 ,` i f f � £ �: , i�: � � ::. � : � . � ; � . . ,.. .,:,�; _ :'1. . . , ...� .. �,� 3 r . � . . � ' � " .�....... .. £ � .'.. ° :n.,,. . . ....... . ....... . --c,;; .......... � �. • � . .. �. , .. @ . .. � .. �. ,, S . : : , . .;. � >'� _.. ta� : � ' . , � . :.: . ,:,::::.. . 2 3 i � � � � ' ::: 3 3 - i; �. . . ._ :: � . :: � : � . _. . }��^,. �. � � �� ;��* �"�;�:. � � _ . + 1 � � $, � ,' � �;� >•,���: S� . : . : . . , , . .. � � � � _ � � � �; , , : , � � � , � t ? Y � � .�, �>� � ...�...,.. 3 . i � 3 �` 3 - ... . . i ��. n f , „* W�„ � , . . . r� 2W ; : , , :.. . : , . : .. . , . .. . : : : . . � , . : . : � . _ e . � � . � ; -.. .. . , > _. : . F � £ E ; � <: , , . � _ ::: . :: .: :, . � � . , ... : i a ; �: ; . . . . � � � __ - : { ... , . , .,.,:, . �,"�.,�.. < � < � �• _. : { e. . ... . . . .�. ; ' ¢.. c . � , . , .. , r � i v ! 4. , vw li" 3 i . � / > � � F � 2 ..... � i @ `y ¢ i 3 f , . , . <. � : , , � , k . , :: E ....,..,,.. . .. . ......m.. . M..�.... , _, .. w __ ....... ,.._.. __ �.. ....... „ . ... .. . � ..�... . . . ,.• > � . :. E ,'� : � � p t � .....�- ,_... �..,_ e ». , � r ., � . ,_ .................. ..w,.... ,�..�......., .,» . ,..: ..,...,... . . ,_.- _ _........,. . , ....;...,.,.,. . .�,-^^� -�^-� , ; . . � � . , . ::. . ..:. ... p ::.:: � ,a»----- . --^�-�--� � § i 3 .iii t . � e . . -. .. ..... ... ...,..... .,„�. E , .. . , .. .....,. ......... .......... _.. ,..,... .. ,.. ,,....... ::..:...,: . � : ; . y 3 ! , E I '..�'� ,_ _ .�...l.. __ �. .�....�.... � - ;a � i i TMW � ,...., ... � .,�....,..� � r.�'i'��J:.�...V. i:::...... : _. � -^� ^--'^-^--� �+,. .. .�.. � m^"`^J�'^ ^••�-�-�t ^��..�. . i,..._ ....Y° �.... �, .� � ._._._.�....v ,.. ,�„......�.m..... , y»... � § ..a r;�- [� p I 1 , E,.^ Q� k' . """'<'.� ' ' �. ""'""""""'""" ^......n ....x. ..„.,,..,.Oj I � �. w' ; � , �. .. € Y i I E � @ >+, � �, �... ; 8 @ � E � . 1 � { E �'" �' � „>�.: . : : f 1 � � � ' E � ; . ; _ E : • . , , � . _ , . , . .. . .�.�. _ . , . . ;r .. . � , : ....�,,:' � , __ �., , � E : . : � E : . , , a 3 € # � : � ! .. .. r . ; , .. + ; . .,�. . � � ; � .....:...:: � ;;. .�� vL �� .o -., . _. .. .. ..... . . . t. ! ���;:: . . � E � � t � � � � i � . 3 . . .. � tu � � . ':x ^n �j� � , f t f � � . . : . .. . � I � � � . . : . : . j ; , Arch � t ts - E } ; �,. � h � . : { . . � r . : L: . � � j , i : . .� .. .. ; x . . . . : �: . _, . . . y : ,v.,.,,. �. .. € € 1 i !; p�: _., i � . .... ! 5 .�............. E t , l�n �............� � �.� . S :.� ..,,r. ,_.... .......... �.,.. 'f . ,........, , � ` � _ . ..... .. ... .....�..�..,_ _.... ..T... m..w. .... ..... .. . .. ...... ..... . ,,..,...... ,... ,.,....... ...v.., ...... .>' � :` £ -....� .....,.,.. � �\„ ....._..E _ .+j. . � �.......�. ........ € pj $ Q �..,..,...,.., i� i �i a � !' ' �� , �`. 5 ���....�..�� � � : > i~ ................ .... 3 � . ... � � f . � �. ....... � . i�_ i t - j $ �..--v'.m.,:-.riq� L.�C NY . . � m„ :. . , � ..... _.._.,.... , ..... .. �.... .a ....,.. . . .......... ... ..... .... _ ,�...., _ , ; , . - .... ........... _... ' � r: � Q . ' . ,,.. _,.... _. ................. ..... ... ....... ' � + .. , .,,. „�.. i?.,. ' . " j � .i ' � .. � � .. .......».. ,......... ,......>....,........... ......,-.. ..� �, , , ,... � ,. ......:._. : � �. } j , ; / .. 3: ; r: . . ..�.� «� " ............. 3 .w. '� ......ym .... �........ .. i f +���v^`` ,^`�yj�` �� v.�0 . i V � � . � E 5 i 2 • •. ,f � .: i . • . . ...... .. ... .. .. ♦ '. "':: nii.i..;. ✓ � .. . > �....• e m� � �� � � � n n. n C. � ...d. ........ . . . . . :� : : '< t ... e .. .ro... ...����.��. � O . � d l � { .,» . , z � } 4i ' £ - .�" , �... i : � � � � : � � _...;_;i,�; �� � � ` .� E I "� � 6 3 �; ��€ _,_. � < � ::E �::.., � mm�E �' , � ; :;: : , . .. , . ;,:..;: . . E i \` , L . . s , • • S � !: : � � 3 , � ` � . .,, �... �, , E ` p , ,. . . .». . �: . : � . � $ { .g . .. '.::. .. . .. E � .: :,,r .: '^', . : '°:..y.y.. :. ..i: . ;' : S . a 3 , , � , ; . t: s , . , :__ � ��. .. ..__. � ,. .. ...... . :.___.._, ; . • � t p e r � ,., » ..... � . , .. , .. .. .. ;�...<.. ...,.o ',, -' . :. : . f' L � > . , , ` . F ....:: .:... . .. , ( i � . :: .. . - :: . : [1 . ` ., i.:i € . � :. : , 3 ...,.. `�.....: f . §..v:. :� . ». .. . � . , k,,,,,,,. . .... ..... . 3 .: �. . . . : � :. .. . .. . _ : ..;;;a �. . , .. , , .. .. .{ 's iips.. �: :% � ",. " ° �`'!' .' ���;� � , � ,. : : , , :: , �:� �,:,,.�_ ,.. � : . � .. ,�..,.»»»».�. . .. . .. _:.:. . .. . : ' , ,. ,. . . . < � . . .. _ � . �< € . . ,; `.. . .. . . . . . ». . . . . .. � .. ... � . � . � � . . , ; . . . � � . , . . .. . . � 3 � :� i � . . \ � . . .. . . p . : . .. . : . � , :. , . _. . . . . ... . . .. � . . . . . . .� o, 4 � . - p .. . . . .: . . . � � i � � 1 � � � �. � .� _ F:::." � ��� y=.: : .. s ,. • .;. 3 I . .. . . . . � I '.. . . , .. , , .. . �,. : ,,,,: ; , : . _ . a t� , x, ^ . . , a , i > . , „ 1 , . .:,.:,::«: -- � t 1 . . .. . , . .. . . . » _.... . ,. .. . .. - ...; ,.. . . . .: ��x :, .,. .. ,.. .3�' , �,. � ...� . . _. _ . _.._ . ....M ....... ...... . . ....... ,_.. , .. „ . ..�...�.., ..,._ _. _ � . . � � � „�, . ,. , . .. .».:... , ., ,. .. , :. � . .-�-., . ., _... ...._ ...-.-, � .� ..�.�..<., ..._-::_ _ _ .. .�.,„. .� . ..�..._ :.-:::�..._> �..�..,,.;., . ,_ .a.._. ....,. � E ...,.��. .I � >.. ,' € , , . O^••^....• . . .. ._._ ... ...... ....... ,� ., ._, ......_. ... � . . ........... ,......, _. , . � .. - . �� :; . . .. ,. , w.,... . .. .. ...,. . . � , >,.� , . � :;. ; , . :.... • . . ... , . . 3 , . � .. .,. � � , :. . , . v,:,... .,, `." . , 1 . .. .. a : . � x. .: . . .... .. , . . . . ...._. # .,. ; . :,.- ,...:. «.... _ .._> � . ;; ,i . ., . . . ... . . , :.;:. . . F : : � ........... ..._.......... �.., .> . """_' "� € _ , E � ,. ,.. � e �---0 � E .�........�.. -- €..... .. �.�.�.�. � • ,s.,....¢ � - -- ----- - .:........ . `3- �.,..�,'w �� ::,:.' E i _ �. , -- - - � ' _ '� f . . � > �. .._ ; ' � ' : :: � O < 1 R.3 k ' y i ' `"Y p � � t ... .. i . . . .... .. .. � a �;;•n '[ �.v,,��i.. � . :. �.:.. p . �. . ^.}..,.. . . .,.:. � k � � ; �.y ., � , i ,_ �,,, E k ' R'�:'� �� t �{'�� � ' ! � i < . ' I .:� . . ., �,.. ' . .i ': . . pi ^.' ii i;i£ ` t j •q . �:+Z� � g . ` _ � _� .. .: ,. . '):y ,. . . . . . 3 1 � ... . � . . �., .;. . . f ., r . . "li -:: . ' .,. : ' . v �f S ., _ 2 , . . . � >.» ... .. , . ,::>:. . _,.f,.. � . � E ; �§. �.. � � � ,.,,; ....;. », _ :..: � .,. : : . a , . � E f { y °----- - .... , . .. . . ... , .. . . . . < _ .., : . . ....., .. . . .. . , . ..:.. < . .... > , .,....:. g ,,.r;.. . ; • � : . . p .. , ,. . .... ._ . ... ... ; .. . . � �, '• ..- - c. � t $ + S; R . � � � ��.' �t � � � .Yi ���. /. . < + : : k � k . . . � .._ . . . »,,, .^ . .. . ., :.: : . . ,i . � .... . . .. ^::::.. � . . .._. ..E. «...... f . . . . . . ... . .: . ., . i � , x: > . v ... . a .,1,»,,, : ; -. � : � � � .: :. ' q , . _,. , . ... ..� .. ...... \ e . .. t �. ......_. . . :.., f , , . , : . : p ��} _ E : , 1 „ , ., . . ' ' _ ' . i , . � � .: ....:. . ....... ,... 1 ` i ;«.. s� � . , �..._...� .....,._.. : .�...., m . , ,.._.,._�.. ,._ _ , . . ,. _ ...... . , m. ... . . .... . . ,. � ,. _ ...�..,... _._,__,_._._ ._ .,, , «. .. .m.... , .; ,. . .,: , , . ..... . . . . . . ...... . .. .�...,... ..... . , : ,. , ., . . r .f '°� �` ■ . . ........ .........., _.. _. � '!�._ . .. . ... ,..,,., �..._.,_ ..,�.. ..�.....,, . . �. ,,..,.:. . a.., . . >:. : . .�.. � _ ,. ... ..� ._.,. . ,,, ,,, ,,, ,;,,>+„ _ � „ . . .:^'^,,,^^P° . .. � T . t..... .. , I.... . . » � _ _ _ . ,. . . . . . -.e.. . . . .. . . . . . ...... ..:.:... .....���,,. ,.,,, ,,. ... ......... ._...... ..,,... , �...M,....�._..�...... . ..,,. _,.., _...�..,., . ��£ � ":i'.., . . » . .... .... . A . ....,.:...t,. �.�5......., � „ .. ... ., . . . :+, ; . . '3 . � . , ., .... .. . .. � , . . ,i ..�... ..... .. ....�� ......,.. V...�. V......�.�. . .....�� ....... .... ............�.... ..� , ,�.. r . .. .... . .. .. ..... . ............ . . . . � � - 3 �.•... » .: � . . : . : . ... ..... .. ...... . ' E . �. . � p . � . ..:.. � . .. �����������.� .,. f�' .....� .. ' ::i �� �: . � . x , , � 3. . '� .�: : . :: : � F � _- � '; �� ::t 3., .. .»,;:. . . . � :� i 3 . . .i . j , . . ., ....,. ,. ... ... . `..w . .� .. ..... � � ' . .. . .� . .. � . .... . .xxx...o.... ...........m.�.. . 4� .�...�..��.... a.ww..«.. � . .: ..- ... ` n> � .. "�j ' . _. � �. � __ _ � . .__.. _; : :.._� . __ __ « __ . � . � � � . . , . . . p . p . . . � . �.:...... .�; .� .. � . M �. � � .�......... ...._, _ ,.. .,_� �.�_ ._:,_ __ �_� ___. .__ �_____ �__ __�,_ �__ �;; _ :..:. . :. . . . .�,: . . . .. » : . . � ; � � � . .. . � . . , . . , . _ _. _ _ ._.. �.... �._ . : . _ _ ._..__ _____ ._ _� _ .. � _ , ._„� _� , . . ,. , . : � . . �.,. . .� . .. �. E ,i . �.. ` ° :' , :.o , f ..:a . : . � q . ; .. . i�l➢NY ��...MVw. � . . � r . . .. > . .:: . .. 1 ...... ..... � > . .. G � ' ' . ...., . .. ... „ : . .: . . . . .. :: �. „ r,:. •� .::. :. ,..<:::, , . "'v � .. '>. .....f:>' . E., . .. ... .,:::: .,, ; ' ;. . .: .; . . .. . . �. 3 � � .... � ... � . .. p .. . .... ... . . ....... � ....i. n .. . ...... ... . .. . . � '.........__ . . . .�. . . .. .. .. � . ,j . » .. .... .. .>. ....... .... �? e 3 i £ . . ; • . • . � .. . ... . . . . .. . , ... . . ,u. : .: � . . 8 : . :: ; � . >: . :?.'t >..... �".�' � w ..�.. �. . .� .�... � . -- ----- - �.. , � � � � ; . ,. : ��. . , . : - -- --- --- , � . , : . ; : :; : . � . , � _ . v.._ ------------ -- „ .� f [ �..... . �.... _---- -- . . . .-- � � � < v >< t . � !< . 2301 BLAKE T , w �,...�. S STE #100 . . . � I � a = . >... , ., .� � , Qe__---__. .,. , . � . -� ... : .�...�......, .�....,._ ..�... � , t � : ...� '�� <. . �.. �� .! - . � t > 3 , . +.� . :. :. :., . � i .,, .; : v. � ir ,� �::::.:i� �......... �..�...................... ............. . . :.:x»,a:r,: ,»��,.?. .. .............. ....... ... � .»:.,...:. �' . ., .. .. .. ....... . . �...........: .... ,......., u;,,, ;.. .. ..:. ::... ::::::. . :.,:..": .. . ......... ..... ... ... . .. .. . , �.' . . . . . � � -. ...... :::. ' .� . , :: .:: o . .. � E . . . . ::$.:::::. < .., ..... «.:.::.v , +. � .......E..."�.'ii :' �. ���.� . ,. ., . w s . . .. �;.,: .,. , ; ' , �. :� .. �i O �,..�,,,.v �:.. , .- . .. . .v . .. ..............fn.....,,,,..... ., .. . . . . . . ...... ... ..... .. �:, �::: :, ; ....,.�,.:... . k .. . . . . >. .. F � w, .. � . ; w....., .. ,:M--- . . .. . . . , £a.. ., . . » rmrenvr.<.r.rr r � Y� ' � ,. ': . r . . n l : . � • 5 f�^�^v^� ^�T^^ ..c..v'•. . F4 � .. . �T� AY^2 � . Y«/'�' .T//u�t.'•"`3 ..amA?^^^%.i/AP+ri nmfimiMhlin...m*�^�^[ ..� .�m.meo�.. rmm�imme M�Y.ihY/�A!l.".Y�F�ieern+! ^^Ymn.ysYi^r��R. su�vli^ ^Y+AS.� K+'x.i:.M'04ARW//fNervrcRa�Y�rc N�uei v..rc fyI^�!1'FfFf:fF�t%�AR'M»'�+A.mm�. ...._ w.v.'w.wpv�:Y• �i ;4�: iiiiYi4'i' . �.U�xRiii.. _;;:: , 1 � . . � O € �� : � 1 ; ; ,.::;:,.:, : •� ,; _ �}:; . :. f , �.... ....... { . .. ., �-Q DENVER , COLORADO 80205 . , : � , t e � { r . .: ( { , . . .....,�... �. , p � , , $ # . n :; ; E e ; ; p ; , ��_�____ , .. , „ , " , , r. j' : � , . . , . , i . . . { �, ., , . v--- • 9 ' : . 4v .v ...... -�[c:........ K6 �� ,�......4.n ' L N•••••S � 'ij � v '.Y. . . � i �j- _ i i p p � t � t i � . ________ . ? : $ • � ,., . . � . ' ........, .....uu . : £ i i;. .,�.i �5 � c • > � . + p e ' Q E . .. . .. :i :� . , : ` : . ... ' """""""_"_"" � ___ _ ' ' n ».. rv ' . { , °___":'V..� �" . , , . , . ._ � , .. _ ; 303 861 8555 , . { � , ,, . . $� �. � ' ' � , � „ - . ., _. - -- - F 303 861 3027 .. � • ..5 . 5 S ! I � T - 5. �n . • �� .. � S • n .. n JW�W : �tw� �✓!H mi.e�.xet<4 %«t&uuer....�.....�..�..r�+�••na2.. � . . . . . u n r % � . ., n < . . ♦ o � . . . , . . . ♦ . - • - r.i���� �., .�., .� .. 'o-��a �••••Srv�'<.vC�d%%4'<u:'iiit'C..... • . ....• ' ymav';;wr�nuxavFU�we . .L e .. , i . . r n� u • �. � n � . ._ � Q . -� . � :�� ( . . • ••• �" """'^S. \ A•••••Ia.viwm m+WF(wvµiMVF\'F,v.i,\+��+��hv' .. N . . . . . . . .. en..n..... :..:: � � v. r � . i . i • . . • .� .� .... ....• i. ♦ � 9"'h'\ � ... . .. . .F. . ........ � � ��� } : • .. . .... � � . ...v . a. .rv�nvrv ....:. � .: � � � . ... v.....:.. .. .vo . ..., e i � t .. � . .......... . .• '. � f i � � f i '. .: ': .: .. .� .:tt.i�{:nan� j �; ������ � � . � . . . .. .. nn. . ........... . F .. $ S . A ; S ::n: '� i.n:.:::iii..� n:. Svin:i.�.. � ' ' : :.}'i9n F::: . �.i<i? ' %!SR � i i . � . r �n ... ....n. n : R . ' . .: .. .i:. ..:� .: • ^v {. .� <:. ) r.Y scYS:..iv i � E . ' i . r n-�.n .�.... : ... ... ..... i . i is. .. ._ ♦ • i r � • n e i.v.»�i.»v .�. �:e:me:�:rc.. � ... �....vv.::::..A � .. � . . . � .» .. .p r . .. . .».». _ ♦ . E ♦ . . . .. • � -� f- � �..fn \ j .� y.. ( '). ; V ���<�� .. �p....... >::. . � � . . \ ,. . <. � , >'`1`. . . "'�,.w":. :3 ,. . . . , . : ' t � ; � .: z � .:. . . . ., .. .: ,. '�i . ; � ,. E; e:'� a.,.. 's <" �:a: . � . .. ... . 2 . , ........ ..... : . �:::..:.. f ; . : : � � � . � . , .. �i_ : ^ .i :' � ;d , ' # >...... . „ ,F , .,..�. ..._.._..«,,., _..... __.....,... . .... ......_. ; �,. r ..+ .. .m.........� t "r � , a. .: ..,.o , . ..:. . ' . ...... ............... r �........... �.. . . ........ ............ ........ .. . . � :i� �'. . p , . " ' ,^,. ! r ......... �....... � . ___________ _____ ___ _ ______ ________ _____________ ______________ ______________ ______________ . .............. .: .. . � . ... v ».i : :::::. : �'i � � � nP C 2 ': ' •;: ' + �Q i2 , , . �....._..� � _ ._...�_ �,... .��._. ._.. .. � __�_ _... �.... ..�.... ......... �._..� _ _._�..... �.. �.... ,.. ..�< .�.... m.._. ��._.._. .. .�...m. _.___ _. �..... ���.• _. � � ......... a� .: f . . : �.... . . , , ».. . . , . .� . � �< < .. : ; , # :. �,_ .::_ : � � , . ... . �o . � , . . . . p } } .. : �( „ , : . � � . . � �...... ..�....�.�.� �..._.. �...... ,.�.... .� m �..�..... ....�..�... ��..... m_ �.....�km .�....�..... ,.�.... �.� _.� _.�..�.�.....n, .�;r .� �::.._ � ..._.�. ,.�... �. . ..�..y:.t � - .� .�,..�.. �.. . �.. �.. � ���.... � . ..�.... �.. �., _, x: _ � � 3 � 1 � � � S � � ' t � 'a, .,L z 6 O . ...A i ,.�: x;:. .. . . . 3 . .. � ' 3 . ^^ $"'.."""' F C . .,.��......... r , r ti p : �:[N[ . „ . ; + ,.:. , , . � :.` : .. f.i: : s < ' � � � � 3 �� .. . . . . ;. ,�., ^ . . . i' � . . '.�............... ..... ... ...i. � . p ! . :.,5.. � ;..�: � p E , < ",, r � ' � t � . F . e . c .: >. � ...,r.::z�> .. � .. ..: .:....... ^�..., : :�..,. ...�...�....:m.,��. 5 �..,..:::...R...,,A i�.^ . , i� i � � .:: . .; .. . :: ;� F S � � � � , ., . S , .k , ..� :.. .. ........................... 3 .. .. � : � EDWARDS CO ORADO '16321 �~ $ � : . �: > _ .. .,, _.._. _ , ' , , . • � ,. : ( � € . ..... < »,: : � . ::. � _ >:.. .. , � � q .. .: f. ; ., • i . �� �: �� I '.. ` � �<<::... . : , , . $ � _ , � , .. : �:: : ,. .. : : : ., . ,;:::.. ; r 1 r �:. . . : _. � I � � _._.. : , ,� ° - � € , _:: ; . ; , , � : , , , ; �' ::___ �., 970 926 8960 F �: � - � .�: . . , . . :: : :. .__ ,. : ... . i > , ` �� '= 970 926 8961 , ,., _ � � 1 � � ... ._ . , . , ; , „ _ _ . � . � :.. �Q I g ; # . :: : .. � � � : � _ :; .. . _ ;:, ,. . � � : � .;,. .3 ........ . .. .. ... .� .... .�..... . � : ............. 3 { .. .' a S � � "^- ' ' f: ' . _ :" t, ' , .. � - � , � 1 f � � , , , . .. , . , � , � , _ ;... .� r , .:. , :.,. .. . . ., .,. .. . .,., �. . . :. .� . : ,QV s::`. � •. k i i. L i _ ..' �:. '\ . :;,£ ,,.. � , p ;: 3 . E � � � �i ` "" � �' � .: ; ;:. . a , , , � � � , : _ . _ � . . � � . : ; . . : , : : , . . . E . K. . . . , , � � : , . �: � .; � .:� ..:. , � � , . . . .» .. . . . . . . . . . . ». , . „ . . . . . :: , . : . . ,, . � .»»».. , . . . r .: � _��. p , . . � . : , � . v �� 3 p � , E . .: . .....� : : , . : .� � .. . � � � , ,: , ., . 3? . .. . .: ` ` B . � ; :: � , 3 , i:'mm .. #. .. ; : E { " . . , :.:,,. g � „ .,._.�. ._.._ � . ..._ �. ; �� � : 3 . @ � , t ; .� : g ii _ _. i ; ' .. . � � i�z ... t' i p .. : � . ...........� �_ .-.c ,..._.,_._. .. 1 � _.. ...... .... ..... _-,,, _.. . ...�_ .�� . . � � , .., . .....w.. . ___ .�.W._.... � a . . . .. .y . ,. � ..w . � _ _..... ...... .. . . . . . , , , . . .., . . . .. . . � ! : :i ; � { , ! q f I ; , ... ... ..... .. . ........... .......... ,....w. �.,,.. .w. -,�. ,___�.�_. ....,. .... ...... ,........ _.....�..4_ ...._._. �_ ,�j.._.......,,. .. .. ..a . E �.«� ..M._... ,..... ,__�_ _..�.....� ...._ . ..... . . . { R � :#` � 4 a ., - , . .. », . p .. . . ^�"'-,- , .... .,.. . .. ♦ , . „ y. ..... ........ ....�... ,. .. �..... � ., ,_...,, , L. , _.. ......,... ...< <..�. ............, , F i +� .£ . .. � .: , , � . y �� � _.�..,. �J.. .,..... .,......... � ....; �. .y p' .. ] E . . :. . j . . ) ^�� . : ny':::; � ; t' � p � � , � , ..:'v L , ' .. ) F � ` � .. . . � • : . . . . . - .5 . . _:. i. _ :. � - :` 4 .,. .. .. _ .__ . ; :. .:.,. .. . � . : t � 3 . . .. i '___"'_" ,,,<.,. F. ., ..... . >. . . ... . . . `. .""""'_" _'___.<__ � : i. ;, E � ...:: i .. 2 i � __....... ..:. p .: r �.....n ir� bn •••••••� ..v ...r... ...._ . .:. :......n.:::•:% ,,,.................�.......... . ......... ........a, . ..,....... ......... V. .�,,..�.......a. . f ! � . � J : . , _. "T"" a. .h �a�c..a.w.aw>�w'�da...,� 1......... �. ,e-... ...._.._.... w¢„_ _.""....... ........"_ _ __ �.�.....�xHmd __...."..._ .............. ...............k --i . -..,...,...�„ ... ,, ,,,...eam-..�, ....... ,.,...... . . . . . . . . : ..°a "" " """""""""""" "` ...... „"""""" -..; >»x. _"_ .. .:..xs..a..:ry .�..i%..,i.a. . t -,�-^.^a . . a f ..,,,,, ,,,,,, ,,,, , ,,, , ,,,,_,.., ... . ..,.,.,.. . . . . . . , . : . .. , . .. . .. . _.._.,. ,_ .... , . , . . °-°--Y'-.. . . ...,»,, ,, ,,,,,, ,,, ,, ,,,,,,,,,,, , , ,, ,,, >..,.......,._ .,,,».».», ,.,»., .,,.,. ., ,.,.,_. t . . � . , p ( F«m � ... � � , : :.: ,. . , � ; _.. ,._ _...., . .. . ... ..... ... .... .... ....... ........... . x�� -- �-�i - s .�c i � € 'i�>'. � � `� � ' f - ..." \ � , _ � � _ af ... .M.�.,._,. % � � : �": > � E ,<� <.>':;:. , f E , a ".�..'� ..�..� m ..,..._..�_.._�.._.�._._.. ...... ..� ....,�..__ _.._.._.....�__ E - -. . ..,. ,_, ,.....�.w. .._ � r... . ,.... �..,.,; �,.. :.2 � i e �ry .,m.,g... , .,�.;... �... M�.,.._,.;,_ �., .,.,.. ._�..�.. � ..w.M. _.�, _,,.,,.... _. _ � . . ,M,..>...,... .,.....r...�. .s...._.,__. _.�.�... �n.��..`„ �,..,., . E • � � ,� � .. . , : . . .. E e , -.. , . . � . .. i ^ 6 C ,.v � . . .. . . . . .. .. ) t �� . � t ... .... . . ._. .. � .. ..:. .. .. ........_ . . � ) . . . _. ........ _ . ......... . ... .. . w..�.......... �...... ...���... . . _ 'i n.n f ;1 � . . _� ,.���..�.�.,.. �. {.v..w.a�.. 2 . .... .. . .. .. . . . .__...�. i . �.. .. ... . . . .. . . . . . ..._. . . . . .. . .. . .. . .. ... .. . . .. ___. .:... . . .... �_...:. _ . . � F ............. .......�.�..�.. , ...... . .... ....:���. . . • . . .... .. . .... .. � . ....... . ......... .. ..n � . � .. . . . ..... ....... . . .. ... . : t.. .. :;•ry. .w.:..`� a � � 2 � . . .. . ... . ... . . . .. . . ... $ . . ........ ... . . . . .. .... . . . p . . . . . . . .... .... .. .. - . .. ...... . .. .. .. , � � . .. ... . . . . . . . . � � _ , i 4 , S . . .....as„,..�.„ e :R . .. . : j $ .. § , . . .. . ,. � 9 2 ' . .. :: ' ' : + i G � .» ° Y ...Y i R E .• . . : / 2 : . � j • . :. .. # • ., . ._ . 3 � ., ° Z' C (� , S : G f �.�.....�. :y...� . ...,.'r... :: _ ;.n y 2 .. .. . :> _ . . , •: it j :: : 3 . .: . � , . �v ! .. :: .� oR... �an+, r..... . . : . . . . .. . � .� ' .�....�� . j . �. . � ..�......V. ...v,.c ..,q.w..... n . �`� ; � • ) n,a���,��.�.vmyp � ) ♦ ` E -. . . .: . i. > � f • • u� .�m M.. : ' ' i.... n ' n $ v ... . . . � . . a . ; � r..� ..n�........0 .. � �v 1 . f < < : • ,e � .. . : . v. i.� � • _ p • m � i � • � ...V. . . . . . � . i : •y ...i .: . .; Q' >. ! � 5 n } • � � '� ....� • .. .. f " � ��.. S 5 � fr :$ 5 ' � , � , � � � . . � . . � . . . : , . ._ . .. , � � . . . � , . . . . . . . . , . _ _ . � . � . . � . . � . . � . . . .. . . : : : . � .. � i i.. / � � �� . .. .... ......... .. .. , � � � . . . ;, ,. , >. x , . .. ., . . _ . __ . . . � ;:.. . . _� .�;:.;: � � , � � � �'-, � :.� ..- :; , . . « . <. : �, . . .. ; , . .......... , .:; � . , _ : _ . , . , , .. .. � ...___ ;. . ,'` : € � . ,. � � j�' , s , : < . :, : , O . �.m � .� , . ., , � .M,�...s<..,.:.. , . . . . ._ _...... . . >. _ � � . .�.�...,....�.... �. ..�.._.,... ._.._..�_.�.:::..,�..._,.m. <. .:�.. < _� ' � � . ; ( � � . O , € S � � < � f � � ; � � � /� .: : .:.. : :.. :: � > .» �. � _ � : �. - ;: � I :: ; , , .., , >. .; ; i ; � • _< . � j .:. . � , ,. � . .. :. , ,.., ,;.. ,. .. :. . : - ; : >: ., „ . . .: . . _ _ . ._ �..�......�..� _�.� ..__�._. »„ ..�>.._ ....� ... . »�.,_. _..,,�.� ._.. _� �;:...`���... ._.... � ..__ �__ . . � , � . , , _ > � : ; , .. .. . .. . . �._ .�.... ... ............. .. .��.�.... �. � ._ _.,.,, m ,_..._. ,_..�. �_ ._____�. ._ ., ,... ._......_ _ �__ _ a �s�. . Y _ .�.� r _ ,. .;. , , , t . � . � � � . � �.� o , -� ��...... _. �__ � �.. ___� . �__�__. _ �. .,...__ �. _ _ ; _ �. , �_ , � � � � �.... _ . , , : .. . . k : ...0 y ;: ,..,.�,. .. .. ,..._ .._ _,.�C,.__.. ,_......, .„,.., r .............. ., ,:: . . # . , . , _. , E: .. . ., . . : o � . ` o . . . ; ,...,_; a . 3 .......... . .... .. ... . '' ... " i i ...... .......�..,.., . ,v,.. . .. __ . � F. ? �. E a e. ........�.... ' �. . . <xk_ ...� ;::��:,:. � . . �_ __ .:..:...<,,..��....�.._�._ :,.,.,»_. __....�: ... .:. . .:.. , . , _ __ _. � , : . . , :_ ��� t . _ �... ......... .... . . .... .V....,w.<.:;..r.. . :..: .... : �.,�. �.�,, .�.. . , , , . ,. \ . f C� _�: .. . .:::: , . > > ,. , - �, :�. , � � , . �' . ,�' .� , � ' ` i: . 4. : 5 .h::: ��S ,� S � ��x .. �...�r . �.�.��.�. . .ex�m�� i � � > j �" , ., ..., , ,..».., � � I € \ � , : _ - . �. . . �.� . . ,. , _ � # �� / � ,. ..�... . _. ` .� . , , ; � _ ,: :, . € ;€ „i„ ., v , :: _ ..._.. .,... ..... � � ,....., .� . . : ,. , , ,� ; ��, � .. r' ......., .�..,. ....... .....,.... .� _._._.._..., ...�..�.. . ":"" .... n . zuvs ..R.r.�,. �ssxa. .uss« . . . . .. . """"""""""""'_ .. ' . 1 _""'_ • � ' . . � . . . . . . . .: A i . , a v ...._�� r. � � , ..�... � � �``� � ; . �. � �... �..... t. W_ ,�..... _ .�.. � � - �. _ .�..... .� ...�.. _ _ _ - .....- �, . . .: . . � , . . . ��r: �... �. �...... � . _ . � ..�...... , , . � , � O . . . . . . .. . e r �: ; , q���: �� ._ ..... ., , � • € 3 , . . � ..€ . .. . : . : a ':. .:� . , i>.. ` _ ? € mm� � "."$ . . . _.. ... _, . � � "� < _ "�„"' J� ; / , , , , 9 .� , � . � . � - - - , � , . . , ,.. . � � � � _ i . � ... 4 . . . : b ,�+.w �� , w... .. .._ ... .� .-.:.,...-. 6 Wl .....,%.- .... ..... � � . ,. ... £ `i, / � � ' ` �-.,`„ - --------- :. � a . . , . .:, : �� � * :; z : ,. . . , �.. . �. : . :.. .. ..: .._ .. �k.:. �........ ..�,,.�,.�w� �:«n . � � . � � ; , >, �. 4. < �.;: � �' . � ; � � O � �� �\�> ' � g 3 i"'""' " ` , . � F / �� � � ' ` ' � .: .. � � ` " .. � ' � , ,.. . , .,, ` Ep, 3 . . i�„� ..."'""""_, ; i . ' / i ... !. 1... .. :..:. ... j., i: ; ".� s e . i ; ; • ' i : , , , . _ � � i , { : . F � l �. .:. .. .. .:... : . . . �;': 'z., 1 � :. , .; ,.�.. 3 . . , ; , a . �S / ( . ` . E , � ; � . . ; d �' � ' 3 ' `�� 1 ' < : E: ; /:.. . ,. ... € � , � � : : � � � .. : .. .... . ....;; ., y : . . . . . .. I I � � :�. . . : : E ; , , ' �� E 3 . . .... . ` . . � . ._......�.. {......,.. ., . , , /� � � � , � . :. : ' � : .' j E :. . . ' �> .. ' ` . < � � . , �. . .............. r .,,.; �_,,. .,,_.._........ ............. , .....�.. .. „a ...,...., ..� ,... .�..., �C . . . t . . : / . . . :..� _ , . % ! :: . :. . .: . .... .. :; ........ .. .... • . . .. .....�.,... .. .,, �..,„,_� �....... .E� . . . ` , v i ' .. . '"" �... . .. . . .. .. .:: _ . .. � ._ , . . � � .m.., ..... _. ...... ......_ . _�,,,� � ... .. , � ....__,___,,. \ . ,. ._,,,,. ! �? �\ i , . , . . . , . ..., :.::. _ � � �: ...._ ._._�.._ �__.. ___ _____ :__._._ �. ..�.. . __�. M_ ___. .___ _ _« �. __V..___. _____. �_. ___.�. _._.___ _ _.i. �_. .� . . _ �___ . _ _ . .� O f , �y g � �^�e �, • �:. � , � M-- � _ .... ....,... . � . ... r ? ,,._._,_ ..,, ,,�,. . . ,,. „. , ......... �,._, ._._.....� r E �C � ' � � � ' � eY � � , ;;. .. ..... ...... .......a ��ss.���� .:. ., ,.., i��.. . ,� - --- - /� _ � i 3 : E , : : ; . i £ I � ';. ,. � '+y � > / 3 � � �------------- ..... :.. ,.�. ..,,w..,.. .. �,, r - - - - .....W.... ....�5���.r, `.�; .... � � �i�.....,...> ........�� ----------- • { v ;:::. ::::::,::�,::: { 4 ] 1 � � ' . . . ...... .. � . � Y ] E � � .� � � � -. ..�--- � ; � � - _ .�� � � � '� { � , �. : I . �L\��. .� .�wr, � �! � . E � �_, s �-- ... �. _.�.�...'... ..` . :.. � �± .. _.........0 ; / ;., , / � �.: '� � '.. ; �. i � •. ; ; ' r , y � ; ` ; 3 � % < ,. . `..., 3 ..., i ` . 1 q ; . ,: , � € _ � 1 3 5 x � { . . i � ' i ` . i : � p ; t $ ., � , . ... i f . .. �. , , a. 3 ; �.. ` ! x d � k . � { . .: . .. .. . . ., . . . ��� . . �::.w „ , � � � S : n '•. ' ` .:::�.:. � .. ,. :j : , • � � < = f � � � I , } k , i . ' i � } . F 3 � � . t � � � , � � t � � � � � E , � i � � ; � ' �yu. � � ��� � ` $ 1 T i � ». Z : � � ♦ i _ , , , ,. -------------- �... ,� .�..,,,.. ..,.w..-- ....,.w,..., " � �- , , � • ... ,..., .,, .....�e,�....... �... � � ^ •------`--- ' ------------- �---------- >---- . ,...e ............... �.., .�..�. ..,, : -"---- .... � -- - - - - - ----------- , , . a .:� .:� .. .. � . : ; .� ---- ----- -:: >--' �> �.:, ,.»;:»�.«.:�;�. �i....4.,�".�..-. ...... . � .:i � i � ' I �' . .: : . < : , � <:.,>< :. ' s:<' � - - - --- � � � , � f . :; • � « � � > � _ � . : , . , �...... .. ._ �..... .a: ......... .�...... ..,.:..,:..... - , , . , ; , . < . .�_.,�� �. :. , ; . , . .: • i �� � � O ---' ,.. ,.,� .. .... �,�, .v .. --------- ------ . .. . . .........; --------- - -- - ....----- �.... ...... � . t � � • ; E f � � - @-_________ . .� .: .. � : ... ; . , .; ..� .�: , ; � � _ -�"`�`�f��' � -------------_________-� ;. .... ::. : ' , : :::. ;: � ' � � . , - 3 : , , �, . i : � � �� ` 3 { ' � � � :: ,.., . � � .. � � s � ; E : , � i � ; , i �/ , : , . . .. . � , i � � . �. :;, . _ _ > -�. � � � i t : � � E , ._ •., . , . . . � .., � � '" . . � � �{ � �;� i ` . , t g .. ::.. _.. . . . . . � ,. . � -.� . .. � :r` :' t �' p if � � t 1 3 9 . � j � . . ..,,_.. : .:., / �..,f . t a ... _ . Q ...,.......,� _ 3 _ . .,,.. ,.,., .,, �..._ .... ""'_ ....... ' _ ' __' ' " _ '_ ............. "' � �e 3 .�.�� . � � E 3 �3 x Y� . 3� � ��..�� � ` \ � FV , _ '�� p � � ,,,,� . . .�.... � _... -.! - ............... ...�.. �,,, .....a:.........,..,... ..... ,..,,,,.,.,....,..... ................ .�.. �.,..,.... ,............ { .....,., ,., ...., f:' ¢ _ _ .. F, f .., ', �""` ....�:,o� � ...t , ...« ,�,,.„„„ ...�..�. �... .� ..........ww+:.�..... ...�y ..�.�� � ...........�... ..,.'if.� . . �� � ..���.�........ .yt...........�.,....�.��...��. �..�.� f � 3 f . _2,._.' /: � �...� _ f , - '� -- __.� �. � __�.. « ..._. .� � _ �... �. _ _ __ __ _ __ __ _�. _.,.. _ ._ �:._�_ . . _ ..�__ . . �-� .. .; ___ � , _ ___ _ �..� �. ._. ._.._ � . t �... � � : . . ; . . ,. . � . . _. ...�..w .�_� �_ _� _ � # E { _.__ ---- . , . ,, ,� � E �.,.. ...:.� . '. � � ,� . .:.. � 3 :. 0�....�..... .. av<c::::i<u.>.,, � � ..� - ._..y..,.. _.t„,„.-.... _ .............. . �,w �__. ._ ._. ... .__.... . .. °E:<:., w...j:.._. .,.,,.,.��...... ___ ........... � , �:� � •. . .. , ,, \ I � . ( E �. f � . '.. . E - ' .."'....�..0 P' •. t :' G Y '�2 � t "•••. :`' "•` .F ' � � I I 1 '� � . W�� .......... ' ........... ' � � .. E / \ ...�..4. .. ..�..��p� .� 1� . y � j C. / ..v:v: f , F � E s: € � >.....�.._-,. :, n.... ......... __....... � �... 3 A _.. � . . . z,:.., �l .. .. ..... . .. ,.... . ...... ...�p...,..., _........ .....:...... .......n...,., ....-.-....m. � y.�m�...,. � .__ , .___.....��_..,�..�.. �� � ._�-.� ` .... ........�.... ....., ...... � .:., .. .,.. � ! ..,,..... .,,,......�., � �., }/ � E �� � ,. , r / .,.,tc�.�..w. .; ^„�....,_, �..........�.._f . '.:�...�. . : `� / \ a , . : ; ( ( . ; $ �` ; �. }� ,p . � .� .�: ..� _..__ .�......... �......� ._._...._ .�_ � �.. �/ � � µ ___.__� . , . . 3 { $ f C� � .�.... ._ .� �. �....�.._ __ _ E _ E � t __�.. . ._.�...... ..�.._ �..... . ..• . � ' i i �� 2 i 1 � � � G ` ..! : :. ��. , ' : O.�e���,� Mrv.�mX' � ( �������� +� T' .� • f^^��.�� ,ti� t� : � � � _..._„�...., ..�. � '� rw' � ` �. .... .��... � �_ �.. .E e� ........� . .. :-; �� � � . ' � P t . � �'E I .i,.���....,� .:�._....._.. ; ......� � � � ,}�... � � '�"" �... �� � E� �E � � � F :'' - E;.:::::,.' y �„�.... �""..' O , i•� � a I .I�t 6 ` 3 3 3 p � � tructural � " .: 3 9 g �. t� : � � � �' < ' � � ' _ p � t /� i � * } ; � � � :. s ' c:�.. . E _ �. , , < f i � 3 9 € !�? � : f � i> . � ( � . I � � i � �' � i �:... � � ( � � . � ` l � ; ^ et� i 3 i 3 E 4 = p E � � Vonsultants . i 3 3 � i � � a . . � 3 � E � � � � � � � � f E ! � , : � a � i..f.,,.:%':.. / i i T .............«...,...., -,v ..,� �� . 3 ....J. ...�.»...�...� ................ . ,.., ..... . ,.... ;� ���o � - �--....�� � i ,,..?..,, �...�..... � ...,. .....,_ ,.._._..�w.,.. m�-.... ..c�....�....,., .. , ,.,,,...,........ ,.�.w..... , o -�'ti . ., ......, ..... �� • • , � „ > .., .... ....... ...�..M.... -... . _..._..-.., ._ ,......: . -. ...,...v ' , . . �....... ,._.�._,_._.... , _ . .; ._.. ; ,;; .. . .. ... .. ... ....._... ... ,,,,,,,,..�.,,.. ,.,......._.. .. ..,.,...,., ....,.... - ..,,. , ..., ....., b � : _ :. r::.. a L ;, ,: , . . . . : .:: . . . ... �.... , , .. �...,. .�,.,_.�.� . _...� � ... _ � .,.,.,.,..M.. .�. ,. w * 1.. g . � � = i ' ' _ :. ...... ..... .. .... ,. , : : � � . _ ..�. .� .� .. , ___,_ � _,... . . ....._,;.�... �. _ .�.,. ..,_ ;: ,. . ;:; ,:.:>' . .;. : •.;:. . ., . .. .,;: w....�.. ...�..�.. m.V.�.., ...,�.� ,,,......�. ..:�„ .�-._ _„..,: ... .,���, _�,,,,,,. , _ ; , , ;�" , € ` , , . � _ _ = O p , .. � .m..�._.�..�. � ..�.. � .�. �...�.._.___ l____..._ .�.... . � ._ _,_l_ �._ _ ___ _��� ..�....._ �...�.... . __ �.�. ... .�...�1�.. ___.. __,. ..�.. , , � .. r :. .. , . � � � � � � � � � � . . � � . � � _ � � � �� � �� o I n cor ora t ed � � � 3 { . f = { _ � , �:.:: : , � .. �, :_... , � � ;� � � �.. �___ �. � j _ � �..��. �_..._._. � ___���_ . ..._ ,: ��,._ � � _�. p � � � • _• � 3400 E Ba aud Avenue 300 ., .. :. , � � � � � � � � � � � � , � � ,� ,.� , : . : - Y # � .�-: � ! 1 � , , � ' :... �... . . .. . ° ; . . . ... . ' ` , � t ,, ,,� � <.>� l 303 399 - 51�54vFAXC303 d33809 O9 <:. „ .;. : . , ' �.. �� .:»,. � }.: .:«,.; ,:<.,:. : � .-. . ----- �------------- � � : ... � ) . � ) ,...... . :».».�� : : < , ..:. . , � \ � ; � � , �' «.. . , . O � � - -- ------------- - -- - - � i 2 � � � � � � � � • y ,.......... __"__""� i ( "_"______ . . x�:,� °--�. : - - -- - , .� t ' - --- - � .�......... . .. . . - -r 1... - -- � . - �- --- .....�.,,..• .: .� >.,.%.. -- � ------- - - � �y �E < � � � � I 1 1 Fmnd InfnCakri - rianvar rnm • , . , �. . , ! f - ' ' ---. � .�..""" .. � , �ns .� .� - ,�.�...9 .. � .- - - ._....-- - ---- - -- - �- ---- ; .. . � . � � F . 1 3 � e i � �. � / ; � � V __._..__.. ,...nw � �^"---...us'r .3. ........ ............. .....a.......� q . ._'.__._____ '___......___. � . _ '__._.... ......._..___ ...a i .............. ............_ __..._..t.._ . _ __ _ .,-_-__-- _ _.____ _ `.......... Y _ .:. ' oF . .. . . . " � " """" """""" """"" a . � � :. � ; � i { i ' F � i � �-� � v u m � . . : >, ; . , _..�.. �, _ �... / . � � m_� .�.� �..�� .� �....�....:��.... .�...... �... ��..� .� ��.. �� _ �. m..... �� �...._ � � f ..�..� ...�._ � . ` 3 , � _ t I € ; � CI Job N be 04 187 . • . ' f ' " ' �'�" , . _ --"�-� __ . . _�___..._ .,_._,�..._. _..... ....... .�....... .,...�...�„ ,.... o � .. � . : . f :; � � � . �-- , .�...� _ ..� ...� ..�.... , ..�.... ..�.... .�.._p , .�_�. _.... _,' _ ,...:� . .r: ;:..� ._�. t � ...�_ . �. �,. � ___ __�_ . ,�...._.. ___�.... .�.. ._._....._ � _ : _._._._ _ _...�._ � .____ _� . :� ; : : Ek � � : � � � . � , � � � o__..... M...___ _ � __�� ... , ,� �_ .�.�.. _�__ � .�. �. ��.. _..�... _� �.. �....:_ _ �.____... �... ___�__ ._....._. _._._o .:. . .,,�,.:. . �. , ^ ' � t 4 � .. . h ; _""'` � ..�' � �� --�i- -�.�- � - ISSUE/REVISION DATE NO . � � � : - . $ � � � (� � � � � � � � � � , � � � � f � � � � 1 I € ' f .:, f: 8 i ; � ; � � ( . y� � £ � , � ' .� � � � � � � - � � � � ; � � � � � � � � � � � � � � � � � CD PERMIT SET 010CT07 _ € � ` % ; � � ' ; ' � � . � � , 1 i � s = ' � � t � _ � � -- i� �' ��� : � � ; � 2 � � �� � � � 2 . �- � � f � � � � � � � � � � � � ° _ w .........�..- .......�...,. . �.... ,,,,,�,,.. .,--m... _.,.,..,.. ...._ �..�, ... � /� _ r = � 0 _._. ..<f� ...{ .. _ _.�..._ __ �...._ _�. _f __ �.�....._ ._V.._�..� .�...._ � .... V.._ ..� _ . __...__. __ . � � � , �:< � ; 3 � _. � � � � � � � � � � � � � � � � � STRUCTURAL CDS 01 NOV07 <.. ,...... :.. . .: ., ...� _�. � ....... _ .. .,�»�. .....,,,m, .�,�. .� ....,.... __. .:.. :� V..V. ,.,,,, �.�..�.. �.... , , - 0 �.�...�..�. .�. _.....�... _ �... _ _......_. _...�.�.._ _, _ _........_ .......�, _...�.�... .......k.�.. -___ .....s._._. ._... .......V. _..�... ...�..µ. .�.�.v....� ..�.�....�. .. ___.. ,.�... _........... � Q W.,,.»,.:»:»::. ; p .r� � _ _ , � - _ ; g ,�; € , -- -- ..-....�. � � � � ` ' _. � ? � � E � � '! .. .� �� �, �a 3 f.. .,� �,;� � `m � .�..,, .,�, i ,„;_._m_. 3 � �� � � � � � � � _ � � � � � � �. __ . �..�.���� .�... . _� ..� _ _ _ . �.� w � ��. _ ... _..�� �... . _ r -.�-�--�- ..�.. _�.�.� __...__... ... .�. ....�. � .�.. __....._. � ... _............ .. _,,.,, � �� € TOV RESPONSE a.__ E ,E_ ..�.�. f � .. ..�...�.. .�.. __e : � µ� � � �� � � � � �� � � � � � � � � � � � 12DEC07 .�. .�..V....._.... � � 1 ,_ � , ..._.. ._... �.�... ._. _ ...�.. .....�.. .: _.:; . ..w.._ ......... .. ,v.,.,,,,_O . ;. ... ,,. .�._._ .. . �... .. . ,.N � . �. . f �_ :...,_.;..E�x _.._ ...� ..... . .�..___ , , � , , . t � , , 0 ..._...�.. ..�..�. � <.. ._,.�... ..... _.� .�......_ ..� .______ ..........._ _ .�.......� .____. _ ..___.. .............. .u..�.. .. .. ..........�. ..........._ -- --- ._........_. �.� . _ .� � .w... �.�._.._. . > ...... � �j N � i . t � i � _ �€ � . " E i �3 „� � � ...� ......... � / � � � � ; � „ � � ; � � 2 � � � .,. ' � � � � � f � � ( � � � � : I � ( � � � � � � � � � � i � � � � ' � � N SET 2 , ...,..., � , . : : , , : " € � � � � .. . :.� ...::._� � ` � � ' �� � ; :. ' i � � � �� � � ? � i `s � � � ; € � � ; _ � . ' TOV FOUNDATIO 05FEB08 ,...., .; � � � I I ... . .. € � I � � � � • � � � I � � � � { � � � � � f> ++ E � ; € � � � � z � � � � � � � I � � � � � � � I TOV RESPONSE 11FEB08 Q , p , p E E ; € • � i p i � 3 i E F f � t � i i � t 5 E ; i § � � � � _____ � � ; ' _.�.�.. �_.�_ • : 0 .....�... ..,.... _ .,...__�. .�.....,_� .�.._._,f _.,..�..._,. _._„__„�... ............. � ,......, .. � E .___.... .._ � � .��.�.. ______,_ ._f..,._.. ..�,,,,... ,..... w ..., {.....,�.� . ....�.�;.._.._............ .�...., ,.,.._ ......_..,... ;, w,,....�.. �V.V.., ._._, ,._._. . ,_.�... .....,,........ .v.;�....... _............ ��.._,__ �.._,. ....__„_,?. _ ..._.... ..... �._, ,_.__ _ .,,,,.v..� . ....�_. w ..,..�.e..�� � ____ _ t .......... _____ "_ '.___.___. _____._____... � � � � � � °---- � � . , .. i'� � � ' .;: . �....� . ------ -- --- - - - - - -- :;. >.. ..... � � a 1 ¢ ,�__ ,.�,.....µ...�,.. ... O * .�...... .............:>' -: -;-- r �� - - - - fi - - --- - - - - - - � � �, , ' 0 � ; , . • _ , . ' t ,. • 'z. € E _ �. : � �Y . f :.. «. ;:..,°. , � -- - - � --- ---- �----------- -- --- --- -- � ------------ - - - -.-;. . ------------ ------------ --�..••°°•••j� ------ - - '..""""O � � � � � � € j � : ;:> , . ..n � y . . . 'Jn { � � � � � � � � ; � � � � �.�� � � ? � � � � � � � � � � � � . :.:�, , ««<� , , _ ; � ; � � ; . .«... - - _ � .:_:. € . . } _ � _ _ � � E � � � � � � � , � � � � ; � � � � � � � � � � � � � � � ? ' � � � � � .. F � � � � � � � e _ p.�... . - _.... �,ry .�,...._. �.... , ,... .., - - .� - - €-� • - - - - � ... � - . - �- _ � � -. - � - � � - - � �.....�. -� _ � I � _ � � , i i ; t f -� � � � � _ � � � .... ...... � . _� -�-- �...� '............. �- �- ; r �o o .�.... .�.... ..�.�. .�.....� �.m� m,_�.... �......� _� m�, .�_� .��..� .�...__ ..�... �.._____ .�.._.�.... _�_ ...�_ � _�.m�.._ _�.�.... ..�....�.�...�... .�.�.....�.�_,._ _.�..... .m�...., � �.m�m.� .�.�..... �.....�_ .�..... �.... n.....�.�. 3,�,..w.... ..�..... w..�_. �..,.._._ _� ..�_ �.... .�..._ ��..._� ..�... ..�.... __._ ._.�� � _�.._..� �.��....�.. .�...o � t � � � i ! i � � k � # F � � t t ( i � � � � � � i � � � ' ` , � � � � _ � f � � � � � � � � � � � � � � � � � � � � � � � � � � � � ; � � � � � � LOOR PLAN LEVEL 1 FLO � I� PLAN LEVEL 2 NOT TO SCALE NOT TO SCALE ���0�� 0 � . . G/fj.cn . : �° :� o : 350yo . . . -o : • ,, • • O.e�: •' Q �`�s��H�i E���a��, Z - $ - o8 � • p O OQ � O= O � A • oR Q Q• 04 4 � � O � � � � � � � � � � � � I � � l � 1 � I 1 � I _ � � � � I � I I � � I � I � � I � O O 0 p � � � 0 � . _..... _.._.___ .�.._.�. �...«_�_�� ��...� �_. _�... __�._�... .....� � � __ '_. �.. �. �.� .��.._�. M .__ . ., ____ � _ _ �. .__ _.:�...... .� _ F ; ..� .__. . _ � .. � � k � i 4 0 p Q � O � I � ! � � I p _, �_� �. ........ �_. . _. ..�..�. ._ _ . 0 ; � � . _�.__ _�___M_. _ . _. : , . .... ..:.«<. ' p p �...�� _ _ _< <V:. �_ �� _._ �. _�_�.... .�..w.. , _. .... i . _�:: :;__� . ' � � � I I I i � f i „ p ._.._, . .. s . . i . <. . . ::: , , p3 � � �� 7 k p ! ! , • ' i t �3 � ��� � , 2 f 23 N� � � ~ ;. . g . . � . , `� � � �� .� . � $ ; � � � � � k i ip i p � . {' � � 2 i } k p � Jv` i � � 1 E � i : µ fo p p ii .�... ,�......�..,. + ....,. ...,,,, �,.... ..i 1 � i '. f �. � 3 � ; - �=: � � . .�.:� .�....� _.�,..._ _�__ _ �_�___. m......� _ _ _ �.._.�.. .�. ,___ ` � �_ ..._... _�. ' _ ._._�.... ___ __� ' _ __ w . 3 E F E f . . i .,3 ........� ^�,...y ^^x...,.,. .._.„i�..�... ................ .,,�....., �..,;;,i`� ,... ,___„__.- -..... ^>�K,_ ,...,....,..... .}...,...,.... ...my �.... -,-..�____ .............. ........,.,...� ............._. ��,.,., ,..._.....,..,. . ........,,...,. .�w.,...�...�____.�.... .... . : • �._...�,... . f�..., ... :4< , ^^�^^^ • . .. � - .-. ...� �, ' �' �" � ' . ..... ,°. . ' e ' . F , ., A � . .....� .... ... . m me. ... .. . . O , , . . . ; :: . ; , : : .. g �___ v.. ,,;. ,..., �::: ...: ,:. 3 . € � : .. :; < � ' ' _ ' � � �.:<, x , .,: _ .. .. .... ..... ... . . � . ................ € � `: { . ..�,€,.... � t 3 � .t ,.:.,::> : , :. , . .. .. , E .,.::.. ,. �.. E , I ,; € Ii k..: F . , • . ; • . � 3, s F . n g � � . .,.. ._ :. . �.y.. � i; � � � :� 4 � i ::,.�.�..� � j !: :. "+ ' � ' "'' ? . - ::, . ;f t E s � . , . t ,c� /� . E E> i :. ::.>.....,,. :>:::::... .. ..,.,.. .:�'�� � . : : € , : � . .„ .o� I � ' s ° a 3 c :: � +� ......,.... M..�..�,..... ......�...� ..,.,.. ,____ l. ' . , .. . _ �.. ��.. _ _ _� . ; ; ,� f . . � � � . . � � �, g �. .:�..�.. _....... . � . , . ....... ..... . . .. . �. __� ._. _. M �__�__ � _ __ . .� �...�.v.. __ ___� __�__.... __ �.. _ �,__ __...._ _ � .. :.._. . �..._._._. _ _____ __ . ..__ _._. t � � � _ ( :' � _ � . Q . , �a --, ; ,,. , ... ,F_...�.�... ............. . . ...>.._ ..w�... . ..,.... __. __.�.... . ,�,....._ , .y... �. .._..__,�. . ..... ........ � : i; i I . �. . �....,.;;.. .� ...... .......,,., _....�, .��. ._._. : , �,,., .._..�,,,�. ...._ . . ,. _ l_�wj.. :.. _,�„ ...._. ...0 , � � � ,,`� � � � , � ;� � �; I � � . . , . ,.: : , � . [# . f . , :i 8 : � 1 z t , : J 3 ; , .. ,.. . ��. ... , � i I F.. � \' E , '>C'> '� ' � . . � . ..., , :z • :,< ::�:,: �: � » . ». ., f / � � ; � . . . . , ,: . . . . . . .. ... ........... ..... . , ' � : � ;,.:: . .,, . , a . .. ; . . .. . �:€'�> . , , .;s . , , g > E .: z t s >: / ; , ' , ;:: . �p , <; _ % < : <' � ' : ..,..... ' �� � � i:.. : a � ^ . , ; . °. , ,H• . rt ....... ,: .:. : . � . q � ; . :# £ : � . .. . . i : ;:. � t .::: .:i::i::;:i::i:r:::.: '�:: :::.. : . . . . . . . . . . E i � ,.. :: :.:.:. .::: .::::::.:.. .. � .. : . . ............ .: . ., . , / � . . ..........:....: . � � � ; . . � , . _ �. :::,:.:. . . :> �;. : : , . .� � � �' ..� , r � �� / . .. ... : : ; . >, �. .. � _ ..... ............... .�..._ ........� .,,.,..., .,.M-.... mm,..S , w,.._._._.� ,...�.�......�.... ....._..._.... .........c.... ... ,. �. � ,. o- i ^^_-S � �-�.-- n . ..,.;s....-,.. . ,.,.......... . - u..v;:;.....,..,.,.. .w.,.,....... ,m ........ ............... .. .. � . +..-..... �.... p.......... ......v...w�. ...�.,.,,...v....::......,.»..,.,,:�.�....,.. +rk.....;r^ vv ;>.o--o.. ..��....'rn.'-..J::Y„ ......� .,.... .w., .. .,.� . ......_....._. ._�..... ........, ..,,.�...,,...........,,... o � � � , � � f � / � � O-- - . ... .. , .�m��'� ' >�- . . . . , , , .....0 .. . , . ; . . . .�....w... .:...� ,�k �..::.. ,.:., , � ° . , «. ... . � . ; . ..,:. � ; , >�. '.�' ";.�;.�.. , > . 3 t ��� < � i mm= � i z $ �✓ . ,, . . . ) .. . ., ..... . . f . � s�'� .. . � �� .. i 5 m�^k ............. ........y�vimP,r° �-- '„ • '�, ' \ '1� . k i i .::: : . • j ': ' ' " ; . . :.. ' �' p p 3 j k { 3 :; I ; ::.. . • . .. . . ; ; f � 3 'a " E L � 3 �> �:'' f �� : .. > ';.�. � a ' 2 t /. � i "� ! 2. � ,�«. � 3 � , �.... ..�... .� .�..... � +:'S� i '� � ° .. 3 � i: 2 n . . . � / i .: .._ .. _ .� � � 3 .�... �: �' . � �. _�. �. �_ _ � ; � _ ..Y..., l.`:....Z�, ...... ........ . `:.i, . � ...,.� ���V:. r��.�i��. ...���....� ... ......... .......... .................N....» ,,,..,. ,................, .......... .... . �..� .�..�. .,. ...;.� ^f ...�+�+_ �.�.w... . . A �........w "'� lR . ..�... :..,.� ..�- �.. ....� .. .�.�....� ......... .�„ ! .....i...,� :: v:u .....� � . . .. .� . -.. . �: ... . . « .! :'. � _ . .. . ..:. . : .,.. .�� .. � .„.. .,�. � a :, � 4 ;. �?'', "� " , i - "'c' ,.E%� `>:; , . � 3 -.O c � : �: � � � > � �/ _ � ✓ r �� :. i � � � � � � � � _�_ . , � ; . � ; : . , : � � � � ( � � �. r .�. ._ _ . ._._�_w _ __ _ :: : __. � __�_.. __ , : .. . . , .. .. ... : . . . . . , ; ...... . ;. ; . � . .. . , :. : . ; :�., � d 3 .;B . � € � , � � , . . . � � �is � : � J { . i , ....,. ; � � $ � � :;:c.. . :. . ,. ...... . ., . �� �, . ; . `<�.. � F � < . .. , :. . . :. . .: .. , � • > ..:. :.;; ..r.w ... , . ` '"Ai . . , :.. .. � . � �. . . •�:::::::: � .. ,. .. - . t ,. � . d . . . . . . .� . . ± : :. - ' ::2: :. .> . : ;>: .. . :n. .i � ii .� �i. ' � '.,: y ti `.. t . J d. ' � .. :: �.:.:,3, . . • . 3 f . . . p .,: .......i.::::::,.:...: R: . . , Y � . �' . . a ....<w . ....� . . ...... . . ;s . .».. � � j � . . � . . . .., , : .. f . . . . .:.k.::.;.. ,.� . ........ . � . , . . . _ . � ;�; .. . : � .. ..,...:. S° ., i`���� � i . ........ . . . . . . L . . �2 ..>.. ... � � 9 .. ;: :.. :. .. . . ....::... ' .� o .. .G i�v � . . �� i . � , � � , . . E � .. I � ! .. ... . ' '. . .. � : � � � , � � � _ _..._ _.___..._� .�.�_ . . �...... _. m..._.� ._ ..� m = n. .. ._. � .:: �'� �. �...� r �.. .. I � � .._. ..�.: .�.. �..�. ka u m .�.... .�... ..,,�,.mm. �..� .�.�...�..�.,�.�.�.._ _ ._. . ; .<.m.� �..... . .. _...._ .. ; , .��::. �� :m� m�,... �:� m _n.,.....��:..� "..� ; M .__. __. , ��.:, . ; 3 ,.:;:n. . �::: ::� _�n� � : � �� o�- . $ j , �. � � s ,. � g , � : � . , �:;.. (t y' _ ...F T m �.,`;.� S :. � 3 E $ � > ; .. . � . ' ':. :; ''+ . � 4 � : ; �:. .. . >:; . � . � . . ' :. :.. • ... ..... .. . , • � f'. :. , :. . '.. , 3 � `,.� ....... . . . . . : p . , :. >:.� . ,�. . . ' � . � . . . ... .. . . .. .. . r ;.. � � ..,..,.�:.. ... . .._.. . : . c . .. : , . ' .., .....:..c..,,. ............ y�:�.. i. p `j • � � � ` � . .. .. � .. n... . • ♦ �: Y Z 2 1 � . . . � "f , ...� .. � _ � � . _ � v�..�....�.r n 1 t E E � m �� . 3 � �i : o � � . .....,,.�'`,..., �::::.;� � �,._*`:. } I � . . . . . . . .... c . „ „ . . ....:... :::.. :. . . . :. v x � �€ � ''s. %�� � _. , . > , . .. , „ x .. . , . . ;. , � , ,, _ . . . . . :. . ., : : , k � . . . ., . � � . .: : . , . . „ .�. .... . v ��. .. .. ,; •. � .a . . .. r i ... ....... F,. 1. . . . , . . . . � , � , i . .s . . � . � g , , . , . � , : . . . . . : . .... .' � n ..,. .. .. .., .. . y • . . i r' ........ . .. : m > '{ ; p ` :.:.. ........ ,. , ....... �. ..� .. .. .. > ; ' i «' .. ..,.,_,. • ..,..�., ..... ...... .... , .: , m s' , : � , ...........:.. ... ; .. \ g y ; i { � , , , . . . .. 3 ::::. :.. �..�... .:.. ! , � c :.: .: a # i ' . > { � .. ,. . � . . .... : : ., , . , .. :� -• . . ' �.�...... . .. - "'_____"__""" ...... € € G. .... . y� , .. c �. . .:... �F � ........._._ . . . ._ ._ .... . . . . . '< E ' ' i . . ., y . . . .. .. � <. ^ : n ... .» .. ...}...:im: ` � �,..... � . . :. �+ t � ..,..,...,. ............ . .,_i... . . .. . � . /. > ' ' " " i � ...... . ! � � �... :.. . � . ............ r...r.wae.. ,.a .. ... ... ... ...... . . . , . . . . . . , .. .. .. .. � .. . . . : : .. . ... :: :. 0 1 E , .....�_-�____., , .... . ..,..a.,... ....,, w,. ......s, r .......... MI ..s,.-. ... .:...... ....... ..... ..» .. }. �w. .......... ,z.m.:a.; . �..._ . ,-. .+.e.... . ..... ...� , ,....... . . . . I F . l::::s: . , »...... . ..w. ..,.<..�, . �...... ..... .... .. ... . � �... � .. . , . � . ' � � � . :.: : '.. .... : i; F i; 1. 3.... :..,... Q , e ; , , ; r ;.;:. ; .� : • ��. ;I � . . . .. ,,,.,, .,,. � :F _ , � � , y ::� O > >. � . ; € , � , : � > � E � � . , �. .:::. . ;� � > ;: ,' . .;:�; .. , € :..�.: ,, � � ... :# s , � . �.`'6 ; � � � ` :; ., �. :. :; 'a ` .. ' t%' ' � . . _ . { � T = � � i � ���:� _ : � .:; t � � � I ; . :; ; � ...:. � �: , .:. : ... ( . �; , .,:. � :: . . I , � � .�: , . ; , .. , r � � _ � . ; ,, ,.. ,,._.. .. .:. . . , . .. , : p � � • ; � . € , , :. , .� . ; , >: ; . , , . , . , .......... .. . .. . . :. .. . , , .... .: :. : I .. . .,, . :. € � � � ,/` : , . � � . , s : � . . � ; r � � ... � � � . . . ... . . .� .�..: : k . . . � , � �...:. ,.t. 3 i . . . '.: . :, . . . .. . . . . . , . . .... . 5 � : �.£ ; �. � . . .. . . �::... � i . , h r �:..�:::::::..� i n } � �� � ,;:k^ � i ,...�.., ., .. . . ♦ . .... . . S tJ .. 5 ..... .,. L • f , ,e.. , . . . xs. , � . _ . . . ,. . . . �.. ' ; , . , :- . ::.. . . , .: a . o :. .3 o- : , i..,� + a ': > . ... ...� . .. � / /� 3 ; r. .. . c:::. .:.. . . .,.t..r. . . � .... . ..... _ ' . ;; s .., .,:..: : - : .. . ; . ..� ., y a . �. . .. �� . ..:. . ' � , , :.:.. .. . �:. . . .::., > , . ; .:.. ....... . . .. .. . . . . ., �. � S 2 E . . . ...........�.. .�.. , • . / . : � : . . ... .. . :. , ., ___ _,,,,_.._.._ „ 3. f ..�...�..E<. ..._,_ �, . . . __ 'r . . . . ..... . .. .. ; � • � ..... ........._. . __„__,.._. ,- ...�....� `�;,.�.�. . ..... E � 4 > £ e ., .....V...... �. _, , �,., . . .. . ,.,. ...._ _.., � c..r... _... :,,_..,:':, . . � „ _"„_.___,.. _, , oa s dw,.. . .� .aw!^ .....-.. -c.....' �w.... ... , ....... ... . � .;,� _. ��............. �... +�CEa.,..: .... .......,.. � . E, . . ...... .�..._.,..... ._._._.., ..._ . .�..�..,..,., _ ....w31.. `.a.� � i p � ............w. ,...... .. ,...., '�/ `w.s"„`w' ... / = O-- .�.� �.�..�._ _ .�_ ,�_�__ .. .. .�. .� __ .... ... . . �..1_. .� . � � � . _ _. ._ �...�..ww m.._ ..: V.._ _w .. �___.: . � �__ � ...._ .�� .. . �. �" . .t, .� . � � _ .� . ,� k.�. .:�� . � �. __ . �.. ___ . .__�<. ._._ _. -,,..• ,�.�. �_<:,.__ ,< .: y� . ---0 .r. , . F ., _,. __..<<_. _ . __. _._ ..____� ._ .._ ....�. ..�. _, _ ..:_. :..�w _.... .. _ , _ _ _._.._ . _ .. .._ , , . , .. ; _.._,. :_ ., , :x, w .�.w.., ._, _.. . ...:.... ......:. ...... . � � - _-, : y.. ., .�.... � { ' �' ;: �z;., _ ,,,,,... si' , , �..., + :� .. � . � i ,.... . � � ....,.;,,. . . .. .�..« . ,. �:. � � ::` �' . . .. ` - ix..,.. .. ,..<. !� ..�„w„. �i . $� . .... „ � `:<.. � . : ::. .. j' . . . „ � . . ... . . ._. . ... '` . ., . . � . � "� ` ,.; . . ;...... ..,i,�.. ....,.._.� . ; , ' . . . 3 ;. . " . O . : . �. .. .., . . .: . . .... ..:... � W ?. .:: .. .. "<:\`% + %"� p . < 3 ., k � > .. . ..... � V : >. ..�... .. .. .. . . :: ., t : . . ., . ., . , u : � . . •, . e ` .�..`.... + a , � ' ' / . Si:,. ` ... � < : : ' : . , ', .�:. .. ;. ... { a. i i i . . � .,,.�. .. . .. . ... ...-„•. � ____._.•y _ � � b . . . / � � � � � _ � , � < . �' � _ . . . . . �� � . � � � : ; � . ,:::.; :. , : _ / : � � � � _ � . � . . . . . . . . , .. ... . ..», .... . ..... . .� .,.. � . . .:: : . �. . . � . . .. i f .I .. . . . . . .. . . , . , , . . , . . , . < . ... . , . . . : : . , . : � ;/: ' . .,:.a::,...:.,,..�. ; f __�a;z� _.___ __...__ . � ____ ._...... , m�.. __. ,». ......�._ .,�.. __ ..,,_,. . . .... ..� � .,� .j � . � ; _, < , " __�._ I ! �� . �. �. ..,,.... .... _. . .. � . � ... � .� .� � . �•'` .. i > :. ... � . ». ,._ � � . . 1" � / ✓ 3 :, . � � ° � - .. . , , ,. ,..., .,>�. ........... .. ........ . . .. .... »,,.,. . . ., ....., .,_ ..... ,..._.. .._..,�_ . .,�..... / . � � I . .... . , _...,,,,, �f., ,. ....,. ,,.. � _ _, ., . . . . . . . . . . . . . . .�.. J" / , .- .. . �1 - , . „ . . . . , .,.,.,,. . ... � .. ,.,,_,, ,,,,,,,,,,, ,,,,,,, ,,,,,,, ,,,,,, ,,,,,,,,,, ,, .. . ...,,.. . . . ...... ....... ... � .... .. »,,..., .., ,.,.,.. ....w... ,, .,.,. .»,,.,,, � _-.�,..,,, „ ,.,,. .l _;�.„ „ . , O �. . s > J j' y . " .. � . , , . . , ,,... y � e ,��• ° i } a / y . ..... . ......... � .,......,.. ... . . . # � � �A': � , < �. . _: ; . , . �:. .. � . ., .a . . i: ;: .:..: P ,,. .'`.. � .: , : ... . .. ..... . . ... . , : � o = � ; U . , : . , / _ _ , . � / � � �. � f ....... m.M...�. .______� _�__ __ , ., � �. �.. .____ �_�.� . � _ .. .,�....m._. ..w ..�._�__� � } . ... .� m _.M._.. _ _.V .�_. / € �/ �. � _.�__ ��.._. �:.�., �._ ,. .��::��:... � ; �� ... , � ....__ ___. �_ __. .. .�_ .��_.� ..�..�... .��.. � .� . __ �...._� _ �.._ �/ g ��-. _ m.,.� � M�� , . �k � 3 . � / Y ' O� � � .....�...... i: 3 � �� � . .... E ; 'a � ���,... � � : . / : / . . :� M� �. � / � L / 3 i':: ��� . £ , . , Y , J E �I � . . . .. . . .... , � : / . : . . ,», _ E > \ , �� � C __��_. � ._ _�_ _�.. .�..�... . �.. ..__ . ._._.__ ��_ � � � : : . . .. � � . � ,. f � � .�.�.�.�... .........�.. . s � """' � . .+i .( . ^^ � , rir+�- ' l, .�.... ......sa � ._ l.,,....w..>/ { .,� ....... > i i i , .at ' t . � � p . ... ......... . . .... .�.....� .�.� .......�. ... .... ...... .......... .. ...�.� ...... .. 1 ..... n,� . .. ...�ii�+i S . , • r .. . . . � . i O ... .� f . � I � � , � � � _ :. • � + .. . ' :. • � . � . n .: . ` , . . y ' :........ ........ ..�n ..� ..�.�.... ..�. ............... . ...,.. ... .. 7.: ' � i . i E , n � ... � � �....m �r . �, . . + Y � { . . ... . . � .: . :�.::n .. . . .. . ..:n ... F 3 r 3 .: :S „ ., .. .. . , .. . . . : _ ....."......_".". ". "" " . . . . . . � . . . . . . .` . . : �:..17 F>. �� i 1 ........v...,,.,,..,...,,,..,.,r,�.<„ ,..,,..v....... .."...-,,.,,�...:� . . .. ..,..:�... : .: . . . < . . 3 : .., .. . #... .. . � .., L � 3/... . : .... . . < . . O F , � ....... . .....s . . ,.u. " _ " ",,,,;,,,,,,,i ., ..""'"'"""""" _ __"""" . . F . . ... .: . . . . : . ...., - J . . . . ., , � .... . ..:: . : . ... . ... ww:...... .: .., . . . . ::� .. ,. . , .,. ..� . n.. �..... -••••••••,...�.....c���.. • , �.:... • . .. . . . � : .: 3 ., .., ..,. .:. ,. ,, t t t k $ � , i . t . . � . � : .: i . � ( } p n .::: } . � , : . . • i: . ... f j . . v . y . n .n. . w... 5 ' • � /' � t 5 1 # . . . . . ........ .. n . y . . . . . . • � . . � . 2 . . . •�. .n . ' � .. . • � � $. \� . .1 . _�. ......:� .......i �. .v��. o'ow:::i . p � ' = Z � / j. .� . . .n • • „ .: . � �$ : ' . :• .: . . . ,� . .. . : $ � ' 9 i . t ) k ! ���t i j i , � # � . . . i. ..:.:.. : .. . � .n . � .. . . , . �. p ., ., . . . : .:: S. :. , o- f o � ' . � . . ;. : . � .. .: i .. � .. . .. . ) � . . . ,. : .. .. . � : ' �� P :. i ' :: q � < i • 3 . _ / : . , .. , . .. :. . .. , : 3 t : :: .. n . . , . p .. . ,: .. :: . . . �. 3 E i i . , p: : t. � S ` �` . ' D .>:C.:::::i .:� . � W ___ _ __ __ _ _ v ni . . ': • • . • . .. . . . .. • .. . � n i �. . � I l . . . ... � . ..�n.... «. .� . . • �� i � � r �= 5 '_ _ ' :... [ � � _.....�. , :, _;::�.::.:: � � . �.�. .�.._..._ .�__ �. _�. �..m .� �, �._.... .. . . . ._ .. _..._.. �... ...__ . ._. .___ w__ _ . � . 9 � � ,:.: < . .. :..,�v .:�..... - - �- :...�...., .�......p . .m _ . ._. _ . . .�,...._.,, _ ............ ...�.�.__ _ . . � .. � _ , � � � �, . . ..,� , �._ � _ _ .__ ._ _ .__ � ; . .. . , : . , , < . . ; � � . �..�._ .�_�... .__.. ..__...� �� � M �. �.. »H�..__ _...____ __ ___ , �; � ... �_...... __ ... �..__._ � .� _.__� ..u.. . ___ __ � �� _ , , .. g : . . ________ . __ _ _ . _ _ , ..: . .� : � , , , . <, ......f , ., ....:.,--...y ....... .... . ... ....... .>»... ...... ...... ...,. _.. ..._.._... ,_ ,,, � „ w........ .......... r , �• -. . -. .,. . �in.,.. �x,. �.... �.......; :..v:..w:,.�....... ........ . --- Z � ..._. . O . , . . � . . - _ .. . .�.. "' '_ ' . . = O `��''{' . _ . , . .. , ............. . .:..,..., . ,w.+,. :. ... . . ...:, : . .....:::::: :... -,. ....-. _ .. .. _ ,..: . � .........� • �.�...wo . . E . � . . , . 9 t :? � ,.. ., .i: "� . ' O i S " � ... . � , � . � � � , P�S .:; .. � � � },,.,, W ,�- �. •......---Q . l (� . . . :..:. ..... . _.. . � . <.. : , ; ��-. � . , .. , > � � . . [.s � � ,. , .. ,;.:..... � . ; . . .. . . . ....:. . .......�.. . � � ..:. .. . .. ..... . . :.. ..,. �::.. : . _ , , .. . i�° � ' I ' I ^�� 3 y � '� :.• ' �� :� E: , .. ... _ ..,,... ..... .. , .. � . . '� ..., � . .. � 3 9 = •" . . . .. :. _ . . . . . ...... �. . . . „ � . , �, .. , ' ... .�.........,. .. W ................ ...., _.. . . 7 > .. . ,,,, , . . . :... �. .. : � . ... . . -, „ : , ,.,>.. �� : : . :, . . "�,,. .:.» : ;:>..... ... • . . . . � ♦ . . f • ? . . a . . .. .. �. • .: . .. .i � . r .. ... . � l� : . .�� r�h � r i , �' j : '" e.✓S:'n y... � . . . . . .. . .. . . . v . . r . v. . • . ., r .:: " n :. . : �'\ E , , e . .3 . . • . . .., ;> ::.:.. �.�.....o. �w..:��ri:...... . . , � . .. .. . . . . , . . . . . . ,. �- """""""""'""" ' _" I . .. . ..> ...:, . ,�� .. a 3 F E W < � { p h � �:'i' \ G:� . 2;:..;:::;:.;. . < ...\ . . . . . . . . . . � � : ..: . . . .. . # r = ;� , ., ...... . , . , � � € C . , t : ... � � , . . , . : . , , , , .� :: >.: :< : ; a • , , . .� . (. •! : p € � ` ' � l r, . :: , . . .. . ... . : .. .. . .. . .. . .e . ., vv � � . . .. :. . . . .. ., �. t, :.�.. . . . ., . . ., . . .. . .. .. . . . .. ., , . , �: .::::::::.; 4 , .: � . .. ::; , .. .:,. ' .. r � . � { , . . . , . . .;:.. ..�, , o .. . , .: ,. ; �.. . {� ' . � ...:: p . . . . . . .. � . j { ;. . . . € . .... E ::.. .. . . .... ,. . . , �.. o . . :. .' .. :. __ . ; , . , �, :. , • � ., . � , . ,,..... :..,. , .. � € f ; , � ,.. .. . , . .. .. . , . ;;: F . . :. . , p ., , .. . . . ., .. : : �: . :....... .. .... � . � . . .. . � . � -. ...:. G � E: � <. . , . t. . ,.,v.. .... .� . , �. :: .:. .::::. . . .:::. � i . . . ._ . . . . .. ,.. .... ... ♦ . . 2 . ... a . . ... . . . .. . . . . .: r. .. x, . .. . .3 t p . . , . . .. �.. ... ,,, . .. = c:!. .... i: . ., . . . '""_""""" " "" '."""'"""""� . . ._ " ""_"".."" � . ». ... .. � . . , , . _ �V... .. �...... . � .. � - - = - - - � .: ; p . , . . .. , i . . . . r . w.n ..... .,u+ ,...-. �n•••••<�� ,........ . Y........... �.............. ...... m,.... ......... � . . "_"""" """""""""""" . f . .t . .:: : ............ ......: ... : . . � �......4 """""""""""" " """"""""""" -. . . . ...... . ...... .... �....... � .,Y ..,.». . i ..i . .., ..- .--.i .. . � .. .: .. . . �». � . ... Sw+ � o �"""°� . � > ._. � � - t...........� .......... '" "..a..........ni`- oa � .. �, $ .�� .. F � . . � . i : . . � . .. .. n :: :�:.: . -. : � .».... � ..n . . . . .......V......� _ } :\ r......�Ynn• . •••..rv�•..n..Y �.j -- r :: f � : ' , i n � i i.«: p ♦ r i .i \ . .:3 i > > i i yi '. : .i .. �� � u n � " L. ... .. t f � .. • . . � � /... . p g '.:?' . � )/r ,�- � . � . .:' 4!). � ..Y � O � . ..... �.. . .i : �. :, : .:, .y... . .. '* < z " . > ...... . �.." , � < � . 7 p E � ; , , ...� .: �O . n , , . . . .. : , , . : , . .. . � � :< � , r .. �.. � € � � � ,::. .. . € .. `� � ..:: , .. .. . . , . , . . . .. . . �.: „ :: . a:. . , . . .,. ., .: . ::' ......... .. . .. .. , ' z . . .. . .... . . .. . �\ i , � ...� ...... E ,a , . . . , o ' Y E . �` .. 1 � F . . . . : 3. . F f � . ., :. .: .......... .. .. 9 .. .;. � ^ ' . -.,... v < �. ::..:.,.,; ` � �� ; : .. . _ � , . ,. , , . .� p > � _ ;. � ; . ... ...:, .: - . ,:.. .: :::: , : , , , , . , ,. , <• > : �. r ,. v.. . . ; ,. , , :.. , „ � - ' ;, .; : ;;;. .;:. ; : ,. ......... _ _ . i � .» ., r ,.. , ... , , e „ , . ` �:. <:;., �-� - - t , ,.. -' { e , _... . . ..,. � . . �.. :. , �. , . . , < , 3 < � � ) . . . ., . , . . � . . .. . . , . ..... .. . �� :. � ;. i .. . �: :.:::.:i. .;, ° . � .,,. .�#`, , "i:. , '�, , •��.:..t::e'.:::, , � , � . , a E. : 1:.. z,.:: � i;; , €. L E r ,.. . .. , i: � / f' ; t p � ..i t y .�� � { ` e :«. ...s ' • ' ' p �:9 � .p . n , ; .: p :.:: . � .: . � �. :. .: ;. :: „ ., ..: C k g :: ::n . . . ........ � : :. � .: . . .. . . . ... . � � + ! ,. . . . . :. ..:. r' !`. ' ' . F ' � 3 k p . . .. . :: , u, : i . . . . ;'n�::.i.: ✓::: ..: ; . v. . . ..;::::»»»,..1, ev.. � �\ . .., y ...,..... , e. .� , . . . �,. . , ., ., � « �,.,,,.... . „ . E .. . . . . .. E . � ; .y , . ,,. ;; E v � _> ....... : : : �::::.:: . . . . . .. . .. . ,. q� � .::�„ : I 4 p p ` i :; , . , > . f , p „ ; - ; .. ; � W 's. .:' k ' . .. .. ::. .: . . .... .. . : o.,.....F ... :. : �...`:: ; o :.Y:: ..>: �? E s,..... ,.�.. . �S � . . �e . .. .. . �,::... .,��. � . . _.. . � � . :. . . � ' s � f � . . ..... . � ,. .> 1 ' ' .. , . �• o: ::::.,:.: ; : , . . .;: . i :., . .. .. :: i � . .. . . .. ..:.. : ... .: .. E � o � { . � .. F 3 k { ... . .. ....... ... .... ... ........ . ............... ........... ............... ........� ..«........... ...... . :::::::,�.... , . » . •,��� e q . . . . d . . . . . � i: � " ^" ::' :: �> i.-, ....., .....��rv , w,. ... .� .� , ...... , .. .: ::. . _ ., .... .» �. . . E ::< } . . .:... . , , .. i mrdM;r.wra ...... ................ ...._._._.. . ..... .. .,....... . .,,v. , . . . . . :. . .. . . ,'r + . . i ., .: ..: "� . :! ! o•..r.• ,.�...�.�._..,.� k 1 .:: 2 . ` i `:,� ` <<.,.,. : : � f:.. s . . . . .... ......:. : .. . . .. ..... ... ................s*e+„r....- ^^�._.... . ....._ . �.. ._...... . m,............... ...i,..� y.........>r.n ......N-.hr,, r...._._.......,......... .... ...........,... a... _....,...., ........... a . .. t � ES . �::.i:r . . .: `� S . . . . .. : . . :, � J � � < � \. `. 6 . � .: � " , � ..t� .:.M e 3 2 . 3 . . F , : . ;.: .: . .. . . . . C �. . .... .� � . : � : . . : ...... ,. .: � :. . � ; , � i i . � ::� . ... ..... .. . . < . _ . . . . , .. , .. ' ... . ........ ... . � F � . � . . i � . .: . . .. o t v.»..,.». . .. . .: < + t : .• .: � � ��� `.:� _., � � � . . . � � , �-�-:. � �- . , . . . . . �` . ���. ._.� �. _ .�. ��.__ _ �. .__ �_ ..�. � __ _ .� . . * . .. , F F � ij ^' ♦ n m �M \V. � ..Y.vi w � ..v.�wv.�v �� . .e . i � : Q� :f +�v+i. w.m� . . ... . . . . � v.. .. . ... . • � . J < .n x :, i < � In p �� ' .. � � . . . �i K . . .. vv� .r.wwn� .�..nwn vo. e.�on�� �... ��w . . . � . � . ��� � ��� �� . . � .. .. .. . .... i . . . .... . i � . �w ���V. w .� ..� � . .. ? . _ . ..., �,.-.,..... ,., . ......�......w......... . . ............__. _ ., . ._..__, � .. .. ........ . . . . . .. � . . .. . . f..::.: ::, .. .. 1 .. . . . , a a . � . . ,... . .�, . c , ^3 . : . £ ,.... w, w,,... > ........._.. .... ......w......., c.,,. ..,,.�._..,,,.,�.a...................... .. $. .: F . . . „ . ""y� ;�.., . : ✓; � � . . �, �. .k. ., . . :,: ' .: .. , .. . . .. . . . .. . ""-�,.,+n.. .... . , ,. . ............ ...._.,.., t . :...::.::.. : . � £ ..::.i°:C.'::f � 8 . � , . . , . ... I C I .. , , :.. , , . ,. , . , , , ,.. .. . .: . . :::::. , ., <. .... � # .. ♦ ♦ $ \ nn . . .. . . . . . .. • ' R v { i� € . . ....... ...... �Y : :: n; . ..... . . . . � ........... :. � • � v . . . .n ... .. . • _ .... 2 �Y:. • ...n.....y::: . � . • . : F i � ,. . .. ... . , ; ' . ;; :, y .! < � f � y.� , I ._,....�i„ ::� �:: 1 . � , .. .: . �. � 4 �............. . 1 v.... t .... .�� ..:.. . { : . . . � i :: . ... V „ . :. ::. ` # : , � ........ . , . .. i . » . . : . : , . < .,,. :. ...... ..:, ::::. . ,»»,, , • e: =3 � %F d . .. . , . .....,, .,.. ,,.. . . � . . . . . ., . : . ... . . . ., .. .. 3 , . . . . . , . . . . ; � . .. :...,:.:� .y: .. ... . . , s. . ; _ ,.. . .r � , £� ii i Ez H" G 3` �? . ' €- � ,......:�:. . f " # ` . f"s & , , z , ,... .<. � � , , .. ,...... :_...,,. . ..�. ..:..: , > ,::.::. • q 3 ] � , ; i ; , .. . : z; , � , , ,.. � 'i �� .a .' , � . . � , , . { . . ... . .. :. . :. : :::.:......�: .. . . .._............ � �� . �::. F :� o ..........a.... � .......... ..... -_-_____ ' . " °� ,, . : . , r .. .: . � �, . y : .. ... , � � '; � . ,, , � . . .:� :..:.:.•. � ? � . t �. i -.... .�....�3.�..... t�w.�....�-...a ..-.aw .T �.,.w.a.':�.�W��...,,.. �... � a--- ................ ....sA �c:t�v _ .r 14 _._._ ._._.�._..._. ..�.. Y:....s.�.w� �.�� �.� :.�__ ___ _._ :.�.�.. _._.. 0 r � � : �..�..w :. t . .. -. � ; : : : � ..: : _ . , � � p , . . . . . � � E »...»_. , ,. . . .. �. . . » . : ., .�.... ._ y .. � .� . . . E ».»_ . ` .. ,. ... _ n . . �; . . ... .. . _ : � , � , . , � , , � � � _ . . ... .. .. . } � � -------� � .�--�--� � � � � . � � . . � 4 �:.. � . . . :.... .. . , . . ... .., .. . . a� m. G. � ; . . � , �._.,..._,._ . .5�:. .:3!::: � . . �; .; .. ;.. .. 5 . .,.. ,,.. .. : . . . .,, : � � .... s . i . . .», • :.. F . . .............. . #i» ' >:aw�.� �.� � „ M . .. . . . s , a . . .. . ... .n+...w�n. .........., .., ...... , ,. ,._a .............. �. ........ ..... : . . . . � • . . ...,..» 4 �.......... . . � v�--�....M.,. ,. ..,w........... ............... �..... � .... .............. � :�� ...,,.,.,,.,.�..�;�.+,,: ,�..` ..._,......, �..,..� ................ ' -.. ,.. ��� f ' „ ;. . , � ; . f` , ` . : . �. . ......::. ��:::.. :::. .......... .................. . ,>^" . . . � � , > ... ... : v tf ^ � � , � �Y � . .o m......,y.� '^-4�?-^'� ',s:iH� . . ��''' ^^^^-^-o�� � � : yp„�.,...o„a,:?�......... .....o .....c.S,..n.,,�..�,:,., .,aw.�?:�;Y��.. � .. : . . : .. . ...... ... , �.�...... � " � � a �.�.. . .:� R .. . :.: �......,.. . .. , . . . . . �......».,.. � ..'s' ' t . ., ;. , . ...............o., x , R �+V � . .. , . g , , } , . . . �.�.. .> o : . ,: .., .. � , < , . � .. �' a , ,.: . > , c»r.>, n , � , : ,., : • . p ,.<.:: , . , ti........... .............. . .., . ., . ., :., . r ..... ........ .� ... :. :.. ... .... .. ,� �r . . :........ .. .�i: . . , . , i . t . . y.:; ..� ::i ,r Y : ! r . : .� },�... . � . . .. . . . . ...... . .......... ... ....�v . . : i O . . : %. . .. :.� . . p . #v � .. ; . �. ...R. ... �............. . S " .».....� . . .: . , ! :t � . :;.. ... . �.: J )� S : . .. . � . .�. ..,: . .. n» ... . . .: . . . ., � ,...�. ...: .. . . �n s:.. �. . """".. . . S � , � . 'f � ;. � ,, . .: : .. ::.:. i +� , a .:::: .... :. :. .. , :: � " :.; , , : , . . ':; s , ,� � . :;. :,�- : _-. , : < _ ., . � . , , , . . � . ;;. � €. .».:- �, ,..� �. _�... , < , � , ..,. , .. . . . ., _ ,.:.:::.::,::.:::.. .. � , .::.....: , , :..: ,... � , .:. :..._. , , : . " �:. . . , , .: . . ., , --�-- • . � . . . , , $ . : »,:.: ::.;.;::<..: _ �"` ,.n. f . < . .._. _.._ . ._...,.. _ .. �w.... �., . . Y..._... . a . .� . . � - �„�,�_.... - - � ..:.. , « :. ,:;.. � _ . , , , , . . . �. .�...._ , . ;>::::..:::.. . . . ; ; � <� < _.... . . . . - - -- - - - . .. £::, : � � � � . . . _ � � .{ � � � � ».� :;� , � , ::� � � C� � : . . , 3 :. . .:.: . . ...mm ...u...:: .-..�. .a.....- w..n. --..T, w.e...-.< / -------------- °------------ -��-'-------- i? . .� � �i . ! . ,t�� Y .;�.: �.-�+ � ' , � : ; . r :: n 3"-""_'' . . T -. .:::,:., , : . ., , .. .... .: , . .s� k � � . .:......... ..... .: > . t e . . 9 , t# :a .> , .�:. . ! ' ..� . � t . . . . n ,.,.......�:..:.:.:: ..a ........ S i . . '. +f H : .. : � �. � .� � � - � . . . �3 ., . . . .. . . . t , , . . ; :: :� , . . � �.. , . . . . . , �o . . . --.--- - .. --�. ..�.... . . ; : :. , . . .��.. z«�.. �.... _ _ , . . , , ..r ........,.t..,.,..;.. . .. - - . .. . . .. . ............... .... ...... ........ n .. � L ♦ ' i:.t�/�[<.. ' ... .{ '' ""r} ' ��uu��5{4en NC...���...0 •••••••�-rv�Y..............� - 4 V .........� . ..d -- .. a t v f _____________ ___________ _________ _ ________ . i i • � O. . � .. :. r. � • . ♦ ./ ........y:. .y...L. .... p:�..v:: �,., �< ,. . .: .. y � �' .. ` ... j 6ww �����v�o�!r �uu}��9•�W'iCM�4uu�n � C% �id�+ruv�d - � � . . • . . .. .. �.�..� �� �. �. :»:..... �� ���� � .� ... .. �. » .. . ." .: y ..e � ) . .. :i v - , 1� � , j t : z � O- ;. ._: �f ...�.�... .��.r t . < , : � � . ,. . ». ,.. ,..>...... . ..... . , »»..». , ;:.>.»,.....>., , _ . ._<. ,. „ , . . . , .. , . , � , p . ; _ E } �- , x� - O , } 3, p p f ,:,:.. ,� , ..... �.�.....,«<. . ,, . ' . .: :.; �:: ' `< �: E . ,: : , . � . .. .. ,. l.:::::;:.::» ;: ;. .......... , : ,;:. .. z 3 . � . .::. .. ..........:..: .. , . . - ----� ------------ . ------ - � � O � a . . . . . . . : : ;. . , . 1 E I p 3 . � � � f E � . i � . .::::..:� � . .:.. ....,. � � ........... ............... ............ . ............. t� . ... Q ( . � / � . .t 9 .. .i .. ,... ... . � ..�: . . . � lj j . :�� i ¢ . .... . .!w�4�M. .. . ............... ..... .,..... �.. .... .�.... ............� ,...,. ...� ,. _... .. . .. ... .. . . . . . . . � ::: � .....2 '{.:.'i:.:::i::i::::f::! bk E • •_••._••�•. .�.t,...... ^^^�` :K...... .... .: . ..... ..:..:.. a .. .. . ,. .....r.o . o. ... .... . . . .: . ....r...,. .. ..�.�........ .... . ..,.... , i ! . , / . . .: . . , , F .. . .. . . . . .. .. . . ...,. .. , ...... . . « ...... ............... ... m... �....,,,..,..., y-�fi+,uw.rawmnw_..a»..v.,......n, y k � i O E / . < i. .+ � a . � ,�,.:: . . i . �............. ....y,.,. ....... ., .. ...,....., i� ........ ..`t . .............� ........... ; � E . : p ! .. � F � i:. � 1 � �, .. -: ; ; E i� .: i n: . . � . � � . �i: < . ................ ...:..� 4� '� ..� ..� ..a�n.� .... .t F . , f . . , ., ., , . ,... .: ...s ......,.� _, : ... . : • . ,,,,,,,,,,,, , _..._ . .,. ;>,. . «. . ;.:, , , � -� ' ` . E ; ;:,�:::,.::. O .. ,.. ,.,.� .,'i:...,. ..�... � . -'� .� �_._ . , . . ..�.n, . , ... . ,, � ......;�.;,...;;..,, .::: ..... ,.-,..:. '.�..v..:v,.....,..,. . . . ..:c_: .. ..:..+ " - '%' , i t . .... . � . . .. � . . A . . .� . . � . . . . . . . � r. .. .................. ry.............� .......�....... ...n.�..�.V.. { . . . . .._. .. . . . '�^^^'^' < ,. . . .. � �v .....,...:.:,,.... b;:......:.e. - ' `.�,^w' �".'° "_"L.-^--• ..�....�.A.,v. ,.-. �.,,... ,..�.�....... .. ;! � . t � F . � , ., a . � w,...�. ;.,.:..: ., 2 . ..:.. ,... .r . . .... ::.::..: . : :: � „ �., e ..�,;;,. ,....,.,.... ,��......y..,, �............. �......�..., ..�,».. , ;.�.�..�... .� ....,.y......;.„. .;.,,„,.:,;.- ',, �.,i,.y„„.,.„: �............ $ � ,> >� , �,. � l � t� �s <s � � � r'-�-� � � .... a„ � �.� ,� "__"' Q O Q . , � < � ' T . » < :� E i t ..�....�. >.J m4 k \ E �` ! f k �� .�. .. _ r. � j�� k ��, � : :�:. : ::� ' :: . : ... : � f• ». . p� .::... ... . � .: :. < . . .. n . . . ..:.... .::. ., ... .. . . . ., :, . > ; . .. . ...:: . . : � . .. � .. .. . i? .. :. . ; ; . .. . : i:..., . . . . . .. : .. {? L • .. .. p .. . . , C : + p � . :. . . . ..: . : . .: . .. :< .. . . ::. i. ' ; : � { � �r:. �. : .. .:...�..... ::.. € . . .. . � ; u: . . � . . �: . ..... .. . . .. k' ` . E . .. : ...�._. . „ :� : . c `C t . . . .... _..... . ...... .. ... . . � . :. . . :i . .�... .....V.wv,.� . G � a .$ .... ., ,. . 3 . . ... ........ ........ .. . . . . � »» . � : .. ! ...m._, ...... Y w . .. , F � .� 3 , , . � .;{ � E :3 . . .,.. ... , , t.� " "'_"_"'___. ""._" ": .. : .c „ ��` ... . , . � �. ..: � .� � ., _ , .,::.;+f.'f:f.''f'f:1'lf�•, ' n. .>....... i . 14 h o________ . . :. � u t . ...:::. .. ♦ ' : � j'i S v. �. w.�YN�. �� �\� .• ....� ..... . . . . . � _____________ ' . . i . . _________ . . � ,., t � ` � . . �' �_. �.: • i � � � .......... �.......� ............. mmv.w.... � �..m...... . m.... �....:........ ......... I� . � �+�M .. , .������..�.... ...�.. . .�.��me n ...� n�����....�... �..m�e����. .�......... � i �. .^, ': " .. : nw . .. .. ..t9 � ""'tWuv' uu�u�{i..0 y�.....W..� �u........m y 4u......... J �... N.W%gw��y�.'-........... .WV�wYiN> � � ( ..: :: ' ..:. ..p::.J: ' . • �............ . ... ...... ............... ..... ....... ..............;.. - .,.............. ,....,;a........ ..._ .... � � <i � ". ::i .. ' 2±....._ F ; k g,__._...�w__� i.' . , .. . ..:. . �aw .....::.::.:.. . . .. , . . ... . i _. . a } � . � , 9 � j � � '� � � �i' ) . .= 'A, \ i f : mm�mm � a � � i . v y . i .. • Y.' � 2 � � . .. . .. �. 'o. . :. � � � :: e tttt���y.:����tt����tt��rvrv.:�y.. ._ . . . . ... . . .. o .. .. .. - � __ _ __________ _____________ ______ _ _ _ ___ 5 ^ � r. � , . �(.:. n � : •� :: \. }� }.) . ♦ ( ♦ . , , -�-� � � . . � , . , . _ , ,,, : :, . = I- � -�-� -� � � . � f ._� � � �::::: �.. .- .�:�::�:��: � .<r Q v.. � S k � � � 3 { , p , . , . �� � �.M� �'... k k.. ` ��.. y . , i i . . ..... . , ; . • : • " ` i i > , . . .. .s � . ,.:' ..,., . . . , , . _ , � . > y , .., . . .. .. .. .. . ::. ::.;:�, . : , 7 � . � .., . :.., . . � . - ' ' ' . . :� ::;, z, z �. i . 1 r :>,� " .3 ' t .a �� ��j �.£ ., } : a. .: . � .. . . _ � , � . . . : - . . . . ,. . ,. . ,{ � , . . ... ;,,,,,,,,,;,, i � .. ,». . ,.. . ... .,., ;.,, � � ' � � z . . .. ... , .. : . .::. . _.. ,..,,:: .:.,.. � � .... . , . s >. . ;; : ._ ._ . .. � ....:. ,.;<:� _. . v ..; „ } � .. .. :� ..:..:::::.:.:. .,. . ... ..._ . ,. .. .. . -��-� _.... .. , . . , � , � l ; � } , # . . . --. ,. _. �: � v : .. . .., :.. . --. � . . . . : . . S . . „ � . �:. y. . i . : , ............... ..... ....,............. .............� .. f . : .�� .��.�... � .: .. . .. :::.. � � .�.. � / < 3 3 .: . ...� . n �i : ? ... ....... �a...... ; . .,.... V..................... ....t�. ;...:' ......w....... '� � � �._....., :.,iC�....... ...., a , _�.......� E..... ....,.......... ....� ........ � ,r DESIGN LOADS ...._�.u... ..._ � :. _w .�__ _..__�_ 3 , _ . „ , : .: : :.»:. . .� ..�. �... _ �;- . .:� �. � � � � � � � � ; � ; _ . � -� � . :� � � � . ��. �-�-- -�-� �� �--_-, �:�..� , _ .�,�.. �_ �. �.. �.�_ _ . . � � � � � . � �� � � � � , . ... .» . ., , -��---�� . . _-�-- �- ..... .. ... ... .. ; _�:�:._ k: ��... _� _ _ .M , _ . , , = 14 . , .. ... , .... - . k: ,._......_...:.., », . ., ., I .. � . 1 . . , . . : »,,,...<.::::. .::::::. £::. .. ._._. . ., .; ; _.. .,,., _ � , ' .,....,,�..... ...._.___.. _ r--- • __. .:: < ..... .,:., �. ,. ..�... ,._... ._.,, .,._:....�.�.. , � . �. :� __. , � . . ��.... .. ... � ._ _...... � � � � � � � _ ......�...._ �. _ . ... .. . >: .:. , � � SUPERIMPOSED < ` ...i.V.....: .... ... . k: ,..... .. d.__._....- � � � .>.�`�"" �..";..� � �..�..' ; � _ . �...�...�... ,..... ...��<....... �.... ._.�....t.... LIVE LOADS , ( � � � � � . � ,��`. ......:....:� � � � � 5 . � � � �--� � � � �- �- � �...... .� �. � � , � �. . � � � � �� � _ . � � �� � � ( � � _ V � __ ^ ; : �� :.� :: : , . � � € DEAD LOADS , < : � ..�' . �. ( IJ� , . .:�::, ai g i : 4 ; . . •' . , ? , . < � 9 �:.� � ........ .. ...... . ...... ... ....... , . V � . � � � .. � . . u . . t . i 2 .i : . .. . .. . � E g t ` � F a i .. ,�,.i...::: . E ; "' ; ... ... . ..:...:.. : �.... .. ::. .. - ------ ------------ �------------ -- � - '---- ---------- --- ,... . . � ., �.,.�.. . � i .: .. ;: . � � - - - , . , . -- - - - - .. .... - - : . . ., � _ � � _ , . p E , , . ; .... ,._ �,._ .. . . .:.� . .;:...� , . � � ,.::. .::. .. � . . . : � .; ..�.... .�_�___. __�-___ � � � !- - - � _� . � �� �",w�.�.... _ �.. -�..- �.. -�.. . -;�.�... t � .��:� � �- o O � . € : �� ``°-�``� � �...� � � �.. �...,. Q••.•.•.•••. �. _..._ ,..,��m>,e.,.�e••••••• ,.,�,.,� .N..,....,.,,�:,.... _ _._....... ..�...�. _ _ .._...... .... ...� _ _ � � � � � � � � E � , ' "_ 16 PCG 1 _ _ PEG !� E � ;i' # � ! � t• � ,,...,... .. � � � , . .. .. . .,. .:,.:; � . # 3 .:. . . . . , . . .. .. :.< . �,,.:. � ` 1 ,� � « , , .. , ' 3 � " ; , , ) � ; ><,�.,. � # � , , � � � .: :: � � z p " I`�`�, : : , I : - ;: : ; � ` .s t �.�. ...�...�.,..,� ..� ._.._��.._... --,�..,,...E,.. ...M :i\\UV.o. ��� nP�...m �� . �>�����Mmv ���������mw.F v.ow .n�. � . �w nwwwa � 3 < � - il . . .��--�*x:. . . . . . , . . . . . � . . .. ...... ...�..._..�.. .................. ............ ................ . _._�.,. ._.____.._,.._ _........F.,... ,,.............. ...�_._..,.. _ ,.._....... ........,..... .,__�_ ...._._._._. _ ........,.... ....w.......,.. .,._._.. ..,_...,_... ...., ... ........w.... ,. � .... ��_ ,. � p ; >, .,.<;.. , . .. .......... .»,..., , -.�� .... .,� .. ._.w �., _ �.. _. __ _�...... __ ._.�.... ,.___� � � U � � :; � =:.:�.:.�� � �: � � � � � � : . E �j ^� . � . .,. �:.,.�. .:...:.:::... :. ...� �.._.___ :�...� ..�,,�..�..: . � ._._._. .. ....__.�... � � � :: n � ::; � ; - � s , � � � � , � ; - � ; , � :.. .. . .� � �, � ... .� _...�-.. �.._. __�..._. ._.�.._. M_ .�.. .�__ _,�_..... _......_. �.....�.. .�...�... ..�...,��.. ._____-_ .�__ __.�... .�...�... .._.�.. �..._..y.. ...��_ ,�______. ___.._ .�..�.._.. __�..._. __._..� �.:��.,�.._::. :�:.:,_.;�r.�__�;.::�� ___:�__ ...�.�.._ _......�. ........�.... �.._.�.� ..__ ___ • � .: . ..... . , .� > .. .....>... .. ., ... . :,;. 11G PSF 250 PSF " � . , . t � • } - » » � l ' y S 4 = 4 F � E � � ; 3 = � ��; f . . ... y. �:,... ;; ...,. » , :::, : :? i' ° .::. E3 F s;wnr:. � ? � ' : ::.. :'s;i .. � � ' ., � j # g � : %; ## 3 �^' ; p ; .::.. ' : �. . . .:. . . , : ., �, . ::.� >.�a"' "�" ".".' � . � t � � E ��.:. �:'�....,3 -a..-,....x„�;••:'::..�mx.,�.�,,m,µ.:�.�...3...... �... .........,.,., �. .�............ ^�"-- �._......... ..�.�....... .. ................�.�....... .............. � :y�...,..s,.,, i ..........,.,, �... �... � � ..<.. :. . � , E � I � , ..� � ; ,� ;:t...:..........�...�....... .� ,.�,�.....m ..�.. �,,,,,,_,,. ..�..... � � � .:- , ;,:, .-�.... .,._. ::>>:;:;>.;;..I: � ( ; � � � � � � � ( � � � � € � � � � : ,. � , ::: t� � <, , � � � � €� � i �'<\_..: �t>�.«:ti:�::..:.,.. . � � �..�.. ......•..__O ..., c:. : ;i. : z, r ;n q.. � . . � �� � .: . � ; ' � � � . . - , .. : , ; � � ° E � 41 PSF 100 PSF ; .'• I ` -•••�' •••° EXTERIOR �AL�ONIES � I - -., ,� .> ,. ,.., ; .. I ----------- � .._. . - - -- -- - ---�--- ---- --- - -- - ----- --- : � W , . ... ......��.�. : . ,�::,:� ...�. . _W � .- . -- - ---- -- - - --. ----- --- - -- ---- -- �.� ,. ..�. - -- - - ------ - ; -� .. _ 1 _ o........... . . 3 . '� i U� -- _ � _ _ � i :: � , _ :' � '_; I � TYPICAL � � I � - � � . � , . : : : ; � � � � �- � --� -� �i � � � � � � � � :� � � :: : � � � � ; � � � _ � � � � � � � � � � � � Q _ :. � � � � � : r . . . ... � . ; ��: : «. . � _ . ,. _. .. : . _ � . . : � . , 3 3 s 35 PSF 100 PSF -..�...-.'< �..-, .;..�.<.,............W...;:.�.:.___ _��..:�;_ �<;w.�..,.... �....;::.:<;>k` , m._........ . �......._� � �....._ _ � _ ,..._...�.. _ � ,> .3, '* .�; , 3 � � _ � . . � , ,< . _ .�..�.�,. „�... ..... ....,........ ........._ � ......,.., m.,,._..._ �_�_._._ '�,,,��::,.:.:: '�....;::;� ::. '±.........� ......__._.. ......___� _�.. _._...� M.�.w,..... �.. ....�,.w.�,.. ..,,........0 � � � . .. '�.��: ( ( � ' � � � � � � 3 � � � � � I � � � � � � � � � � .I.»».. ; . :: : .. . :; � � �.� � :`�...�. _��.... _�. i �. 1� � � � ��.._. �.�� ._..��.. _�.:�..,r. _........:....:. ; l � � � w . .. : � .;; _�..m.. _.� ..._. _� �---w�. d- > »_ � � � ; � . : . � :, : , ; € _ � Q ,. . .. ::. ,. : a•.•__•_•.- � ......�.,,..,._.�:,_� �.. i � I �... �. � �� � � � � � ....�..... � � _ � �..�...._ � �,. ��. ��.... � 5 60 PSF 75 PSF � �: � ' �' _ ,.. � > � _ _ � � � � � � -�--� -� ,_� ». -:� �.,� � � � � . . �...�.... �...... -� � � �� � � � �-� � � � � �-- �- � �_ _.... :�. .� ..� �...- -�... -.�..-- -�;mm ❑ , ,� � . _ �� � ,� �� .,� � , � � � � � � ; � � � ; � � � � ; � � � � � � � � . . . e 3 � g . 3 < € , .. �:. .. :. .. . ._.. . . : ::.......�: % .` , ; .... i `�':'r:'i •. : :� •.. < .�.:_.^. .. .< . . € g ', . . ;�. . � �, , � _ € f � # . - - °--- ---- �- - - � •,•......�...- . • - � - - € - - � � 3 ..,- , , ;• , , . . - - - - - - � � .'... .. . .. .. '�.. .....y...._..' � ...... ........ ......�.. ,_.. _ � .. _�_... , .........., �,�..,mM.,,,,,,,,,,,,,,,4 SW,< , , ........" """"."."___".. .."_"""_____ . .............. ' ... _ ._ ___.. ........."".". .."""... _ ..___. ........... Y 0�. ______ ..._� _._�.� �..._;I.. ........... ._..�> . � .�.;:�:.��.;,m,>=i<_<::.�_.<��. . .�. . � �._.w.......w.__ ..� . .._ �.....�.. �....�.�. _.._.._. __....._... ______ ____._ ......____ �.........�._ ..�...._V... ...„ ______.. _ ..�...�..... �_._._.... 6 O PSF �` . �... . . � � � �� I � � � � � � � �I � ...�..� _ �.____.V _ .�___.�_ � ..�_�.. .�..._ .�..�..... _��. � � . __....� ___�._.... �_ .�.�.. _��_ ..... .....��'` > • � 5 PSF 4 � ;<�.:.. �. . . %„ •' - .. .- . �i^ :':�i �.'�..:.a. . „` ❑ � .. ..��` i j `' :......;.:•�:. : , i, p " . . _ .... _.f� ,. , _ i � � � � o ,._,., . .,.�.. �� "' �� �`.�..�..... .............. � . ....._......... ..... ...... � F .......... ............... �. .... .........,...., .,,....�.,.._ � . .............. .... ` �.�......,.....�, � � _ � �; ; ; .. ....� -;-_g; : ,.... � i ? � 25 PSF 100 PSF ..........� _ ,I ...._..,�m ....m�:,m�'�,,,,� ,,;,�<::.<::,'7;..�.�.. ........ .....�....... �.. .�.......... �.... _.. .�.....�..�.. _ �.. ....l ,_ ( �...--�- -__._...._O REV( EW BY ., �.., _ ; , � , ; � � : � � � � � � � � ( � � � � � � � ( � �. .� . :. , ; ., ' .�..- -.�. -�- � E �-- � � � F - � � � _� __.�__ _�.� -� ..�... ..�.�... ED ... . � , _2 _ { } . t i � < ` . � � 1 E �_. :z t` .s � I . . .:. :::.. . > � ". z � ., ...,�..1? � •, I i . ' . .. - . .- - ---- � . - --- � �� n , ,N � : � . �, : � . . : ; ,. � - - - -- -� - � ----- - � � - -- � � � � � � � ( � � � � � � � ( � ....Y :..r . ; r � � $ .: : : - ; : . � � � � ( � ( ( I � � ( � � � � � � � � � ('�._....... ° .. . • °,....RS���4:n.... } € <>,.r.. ............ . � ._ .. _ . _ � . �- - � -- � - --- - - - - � ----- � - --- - - -- � - - �- . .-- - - - -- •� -- -,- 60 PSF 60 PSF ' ° F F �'IAR 2 8 2008 �.�..:::. ..... . . - - • • .. - � . . , .�,,,,,: �. . . : � � � ... ���..��,�y, . ;,. €, . ..,�, _ � � � � � � � � 3 : :; � .� � � ( � � � � � � � � � � � � � � ' � �...... �...._... ..�.� _....�.. ;..�... .:�. (��:...� ;.:� :��..... � �...._... �...... �...... ..�.�.. �...... .�. .�.. ..�... �..�... �......._ � � � � � � � � � � � � � ..�.. �.mm. _ � _...w...._. .._.�.... �,...�.... ..._ �. ��____.. ��....�v... ��...... . _... �..�.. .�.�.... �. __...__ .�.�. .�.M. __ _ �......_ _� � �..... �....... �...�.�...... �.. �.�..... �...�.,. � �.. .�.�..fl � ..�... ...�... ..�... ..�.. ..�... .�... .�..... ..�... .�..�..... .�..... .�....� ..�.....�.�...... ._...�..... .�...._ ...�.� .�........�.... .�..... .�...w......�..... ..�.... �w.. -,�----- ; :: � � _ � . . _ ..� . �;�.�.�:.:..� . . . . � :; .- , �, . � 40 PSF 100 PSF _ > ; ,: ,• � '� ,.:� �±.? ' � ..... � � � � ; .� :.....,_ .. .,'� . � ` � � � � � � � ..�..� .. M.�__ ��_���� �:�. ..�. ._..�.. _._._. _.�.._. _.�.. � _ ._..� � ..� .� � � � �� ( � � � mm� �� �� b u i I t Co I ora � � � � � � � � � � ( � � � � � � ( � � � ` � _ � � � � � 1 .......�.... �. �_:.::.. :», � d .: ._.�.. ..�.�...�. ' € ;; 40 PSF 100 PSF , . �,._ _� __ ..�.. ._ �.�.. �. _____.....�........... ,�...._ __.._........, ._.�.....v ........ -- .....,.___ �� ;< " � � � � � � "��' �� � � ��� ' __��-O AFE o � � ( � ;. �. .. � : . , ,: - ? � � � � � � � � ( � � � � � � � � � � � � � � � � � : : ;�.., � � � � _ � � � � � � � � � � � ( � � � � � � � ( � 0.......... .�.... :"�°' � �...�..�.. �.... � �.. � � �. � .�.....� � � ..�. � � .......�..� ,�,.�..� �_�,,,� .�.' �." .�...�.� �....' .�.... � � ....�.�... � .�....�.�.. � .�.... � � 5 PSF 40 PSF � : : � � � ( � � � � � � � ( � � ��"` '° �..,�,� ' .�;' .� ;�.�.' �.' � �." s ..�......_��. .�.�..., � . .. . � � � � � � � � � � � � .. q . ...w.... ..y 1 . : . .. : . .. :.. :...:::. e ) ;� > a ' E € € € € ,,,,.._:.::. ..�..,,, .. ; � � ( � �.::.,... �.... � � � ( � � ( � � � � � � � � � � � � � I 12 ...�.� - � �':m- ...� � ��._ � � __ � .__�_ _ ..�.. �. � ._..... _ _ _ , � �,�.�_�.:����-:. .;:':°��:"�~ : � _-�-�- -�-- �___.... .�._._._ .�....._. �..�. .�. � ._.�.a___�. ..._..._. .�....�..... _ �...�_ �__ _._.�.. �._..___. ..�.._. �..�. ..�.. �...�........�.�... �. _._....� _ ._...._ ...�......_._.. .......�. ..._..�... �_-_-�. _-_-o 20 PSF 40 PSF � `�;;;'. * , . .. . .. . [ 0__... � ..�.... �. _._....�..�. ..�._...�� �.....w._., .....�`� � �°"»""" �---,- .� ...,.......�.. .�.....m.�. �....._ ...._....._�_______ ...�_�.... .�..._.._ _..� ..... �.....w......�...�.._. .�..._.�.., �...�._m.�.. �..,,,n. .�...�._.. ��......� ....._.�... �....m._ �..� �...V... _.�..,. _,� �...,. ,�.� ... � �.�,..m.. �...�....._. .._,,.._M. .�.......,.� ._n_ �... � ...�, _..., ,.�.,,�..w, m...�....._ �-----�_- � �J 40 PSF 40 PSF � � :..........:>:,<: ( '.. ... .:�.,»»,,.�,,,,� � ": .: ` I . � � � _ � ( � I � � � � � � � � � � � � � _ ! � � � � .....� ._._.__��...__�._ _..� __.�__ ��........�;�..._._. .�..�... .....�..... .�........_.�.�....�......_�.... �..�.._ .�...�.......�.......�...... _____ �.__ �_. �..m �...�. ��.�._ __ �.. �.. �._�.� .�..�.�_ �..�.. .�... .�... .�.... .�� �...... .�_ _�.�...._ __...__� .��..�.. �m...�m. _.�...... �......��... �....._��..�._�...... ..�o � � � � � � � � � � � � � � � � � � � � � � � � � � � � _ . � � E � f 3 E � � 4 31 PSF 250 PSF � � � � � � � � � � � � ( � � ( ( � � � � ( � � � � � LOAD P LAN S E � E � 9 � d F � 'rj 40 PSF 100 PSF � FLOOI� PLAN LEVEL 3 NOT TO SCALE � (� 40 PSF 100 PSF � TYPICAL � ESIDENTIAL F � OOR � 7 235 PSF 100 PSF Qj NOT TO SGALE ` 18 350 PSF 100 PSF Q PLOTTED MAR CHK'D BY JRB � 9 100 PSF 100 PSF COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C ARCHITECTS NOTES SHEET NUMBER 1 SUPERIMPOSED DEAD LOAD INCLUDES ALL DEAD LOAD EXGEPT WEIGNT OF � FRAMING MEMBERS AND STRUCTURAL DECK OR STRUCTURAL TOPPING SLAB ON PRECAST DOUBLE TEE FRAMING 2 RE GENERAL NOTE 2N FOR 100 PSF LIVE LOAD USED AT COORIDORS, � � STAIRS, AND LOBBY NOT SNOWN GRAPNICALLY ON TNIS PLAN a D P A PROJECT # 06232 00 ' SCI PROJECT # 04- 187 < } f STEEL CO � UMN SCNEDULE ��� M�K O O O O O O O O O O O O O O O O O O O � O � � � 0 � � � � � O � � � � � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 O 21 3 5 6 31 6 LEVEL � . ' • - � Archit ts � ROOF T.O. STEEL VARIES, RE� PLAN � LEVEL 9 � T.O. STEEL = 195'-7' U.N.O. 2301 BLAKE ST., STE #100 DENVER, COLORADO 80205 303 861 8555 F.303 861 3027 LEVEL 8 0225 MAIN STREET UNIT C101 EDWARDS, COLORADO 81632 T.O STEEL = 184'-1 ' U.N,O. � 970 926 8960 F 970 926 8961 x N LEVEL 7 � T.O. STEEL = 172'-7' U N.O. 6 � � � � � x x x x x x N N N N N N LEVEL 6 � � � � � 3 T.O. STEEL = 161 '-1 ' U.N O ,n •o ,n •o •o �o � �o � � x x x x x N N N N N LEVEL 5 � � 3 � 3 T.O, STEEL = 149'-7' U.N.O O ,� �o X X N M � LEVEL 4 3 � T.O. STEEL = 138'-1 ' U.N.O. � � � � � ,o ' N N X � � � N X LEVEL 3 N 3 3 � � N � 3 tructurai T.O. STEEL = 126'-7' U.N.O. N � � � � � � ,� C o n s u I t a n t s � .� � x x x x x � Incorporated LOADING DOCK � N � 3 � � 3 3 3 3 3400 E. Bayaud Avenue #300 x (�o�) J99— � 1D�4,� FAl� t�o jd � 802�09 T.O, STEEL = 119'-11 ' U.N,O. N 3 .`�o � � '�° O E SCI Job N�umlberen04- 187 N X X X X � • X N N N N X LEVEL 2 • � ° � � 3 � 3 ISSUE/REVISION DATE NO. . T.O. STEEL = 113'-7' U.N,O. � � 6 � x x x CD PERMIT SET 010CT07 N N N LEVEL 1 � 3 � STRUCTURAL CDS 01NOV07 N T.O. STEEL = VARIES � RE� PLAN �' TOV RESPONSE 12DEC07 Qj x N FOUNDATION LEVEL 3 TOV FOUNDATION SET 05FE608 Q T.O GONCRETE VARIES TOV RESPONSE 11FE608 Q � COLUMN SPLICE RE� NOTE 6 Q CCD #24 23APR08 Q ' 3Yz' x CCD #32 18JUN08 Q BASE PLATE SIZE 4' x . 2' x . 4 %2' x . 36' x 36' Q Q 36 x 36 18 x 18 30 x 30 SEE CONSTRUCTION DOCUMENTS 08AUG08 NOTE 8 GOLUMN TOV UPDATE SET 10SEP08 M�K � � O � � � � O 0 � � � O 0 � � � 0 � � � � O 0 O � O O � � O O O 0 O � O O 41 4 4 4 4 46 4 4 O 51 5 3 6 5 O 61 6 63 6 65 66 6 8 6 O 71 3 5 6 LEVEL QPpp REG/STF9 O�O ��POY gq ••�(c0 9�. . . � F • ROOF � ° ; T.O. STEEL VARIES, RE• PLAN - . . � . . . .� ,o •. :� LEVEL 9 9�FF SION A�`���\ T.O. STEEL = 195'-7' U.N.O. oq_�G � � LEVEL 8 ' T O. STEEL = 184'-1 ' U.N.O. Q 1 LEVEL 7 T.O. STEEL = 172'-7' U N O � � � � � � � � � c� � � ,o a- � �o x x x x x x x x x N N N N (V LEVEL 6 3 3 � 3 3 3 � � � T.O STEEL = 161 '-1 ' U N.O. �o O O �n � �n �n •o �n � � O O O p U— 1� I� �D �O �O �O � �O �D �O N 1� I� N X x x X X X X X X X X X X X X (�1 N N N N N N N N N N N N N N LEVEL 5 � 3 � 3 � � � 3 3 3 3 � 3 � 3 m� T.O. STEEL = 149'-7' U.N.O. ,p ,o ,o � �o � - ` �o � � � x X r , X X x x �O N v N N N N � � � LEVEL 4 � � � 3 � J T.O STEEL = 138'-1 ' U N O. � N ° � W X x N � � LEVEL 3 � � 3 N — LC� w T.O. STEEL = 126'-7' U N O X � � Z N � � � LOADING DOGK � O EL = 119'-11 ' U.N.O. `O `O � � O T. . STE � � � O x x � � o � LEVEL 2 N N � 3 Q � � , � T.O. STEEL = 113'-7' U.N.O. Q I.L � LEVEL 1 � � � O � , � J � T.O. �TCCL = VAICIC� � O RE� PLAN � � � FOUNDATION LEVEL � " ' � � T.O CONGRETE VARIES Q � .. 3' x Q � /'� 24 ' x24' � �±/ � — NOTES• _ � � � 1 USE TEMPLATE PLATE TO SET ANCHOR RODS IN CONCRETE. � Q - 2. RE• BASE PLATE DETAILS ON S1 .01 FOR SIZE AND GONFIGURATION OF ALL BASE PLATES, NOT INDICATED IN COLUMN SCNEDULE. 1Q J 3. ANGNOR RODS ARE TYPICALLY 1 ' � NEADED F1554 36 K51 . O 4. RE� DETAILS 4, 5, AND 6 ON S1 .01 FOR COLUMNS ABOVE BEAMS, AT COLUMNS BELOW BEAMS USE SiMILAR CAP f'L'S AS SNOWN. rn 5. ADDITIONAL POSTS ARE INDIGATED ON PLANS FOR LOCAL SUPPORT OF ROOF STRUCTURE, RE� 7/51 .01 FOR BASE PLATE DETAIL. VJ 6. RE� 51 .00 FOR COLUMN SPLICE DETAIL. PROVIDE COLUMN SPLICES AT LOCATIONS DIREGTED BY STEEL ERECTOR. MAINTAIN COLUMN SIZE ABOVE AND BELOW SPLICES. ,-�- �-,_ .�° _ _ __� _- ..� _ .�es_ 7. BASE PLATE SHOWN IN SCI-IEDULE ARE 'THICKNESS' x 'LENGTH' x 'WIDTH'. 1Q r , __ ` V v_ , _ `- - , £ - -� 8 AT BASEMENT LEVEL, GRID F/10, PROVIDE 3' x36' x36' BASE PLATE. n � L � 9. RE� 8/S6.05 FOR COLUMN TYPE 77. 5 � � � � `� � Li � � rP' � a � �.,n< <. - - ' ; � s � � _ . � $ fy i' � � -, ' .�,_. ...o.. _. '�.-_..,-..�.�� ' ' _ _ ._..,,e-� --a-- � � � � Q � � � M � � SCHEDULES � �, ,.� � � �, � � � �ti � � PLOTTED MAR or � � CHK'D BY JRB w � 0 COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � � SHEETNUMBER. � J � I ll- i � i O ` • I� H � D . P .A. PROJECT # 06232 . 00 � � ` SCI PROJECT # 04- 187 N a 0 � U � ` LL _ _ � ..�/ PI� ECAST CONCI� ETE � PRECAST CONCI� ETE CO � UMN LOADING SCNEDULE GII� DEI� LOADING SCNEDULE � LEVEL t LEVEL 2 LEVEL 3 GONCENTRIG LOAD AT GENTER POINT LOADS SIDE A SIDE B SIDE C SIDE D SIDE A SIDE B SIDE C SIDE D SIDE A SIDE B SIDE C SIDE D OF COLUMN TOP . UNIFORM UNIFORM MARK MARK w DL KL W �� KL NOTES P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. Ps D.L. Ps L.L. ' R D.L. R L.L. Q Pz D.L. Pz L.L. b sD.L. PsL.L. C (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) � � � �► rChlt tS , KIP (KIP) (KIP) (KIP) KIP) (KIP) . PG-1 (SEE NOTE 5) - - - - - - - - - - PC-1 20 O 24 O 70 O 60 O 83 O 30 O - - - - - - - - - - - - - - - - - - _ _ , PG-2 (SEE NOTE 5) - - - - - - - - - - PC-2 2571 127 8 - - 53 5 32 6 PG-1 PG-1 - - - - - - - - - - - - - - - - _ _ PG-3 3 7 1 7 (SEE NOTE 6) - - - - - - - - PC- 3 - - PG-1 PG- 1 143 6 81 4 - - - - - - - - - - - - - - - - - - _ _ PG- 4 3 5 O 5 135 3G 3' 72 31 10'- 3' - - - - PC- 4 - - - - - - PG-2 PG-2 - - - - - - - - - - - - - - - - - - Y PG-5 O 2 O 1 il O 5 O 48' - - - - - - - PC-5 - - PG-2 PG-2 - - - - - - - - - - - - - - - - - - - - - - 2301 BLAKE ST , STE #100 DENVER , COLORADO 80205 PG-6 2 5 1 O - - - - - - - - - - PC-6 1 O O 1 O O - - - - - - - - - - - - - - - - 17 O 14 O - - 189 O 102 O 303 861 8555 F 303 861 3027 * PG-7 1 8 0 7 - - - - - - - - - - PC-7 NOT USED - - - - - - - - - - - - - - - - - - - - - - - - 0225 MAIN STREET UNIT C101 PG-8 17 1 1 1 O 2 6 6 34' - - - - - - - PC-8 104 O 72 O - - - - PG- 3 PG- 3 5 O 5 O PG -17 PG-17 - - PG -17 PG -17 10 O 10 O 146 O 63 O 247 O 114 O 57 O 52 O - - EDWARDS , COLORADO 81632 PG-G 3 7 17 - - - (SEE NOTE 6) - - - - - PC-9 17.G 17 9 - - - - - - 1 O O 1O O PG- 17 PG- 17 - - PG- 17 PG - 17 91 O 40 O 51 O 49 O 260 O 125 O 25 O 1O O - - 970 926 8960 F 970 926 8961 G- t O 2 O 1 1 O 2 6 6 34 ' - - - - - - - C- 1 130 9 107 3 - - - - - - 10 O 10 O PG-17 PG-17 - - PG-17 PG - 17 111 O 48 O 25 O 10 O 225 O 100 O 25 O 10 O - - G- > > - - - - - - - - - - - - PC-11 30 O 19 O - - - - - - 33 O 11 O PG -17 PG- 17 - - PG-18 PG-18 1 O O 1 O O 25 O 1 O O 162 O 87 O - - 160 O 100 O Q 1 G- 12 5 8 2 3 1 .0 0.6 12' 2. 3 1 .1 22' - - - - PC- 12 245 O 107,0 - - - - - - 14 .0 15 O PG -18 PG-18 PG - 14 PG- 14 PG - 19 PG - 19 - - - - - - - - - - G- 13 - - 174 51 25' 116 68 35' 133 86 4G' - C-1 140 O 95,0 - - - - - - 14 .0 15 O PG - 19 PG -19 PG- 14 PG- 14 PG-20 PG-20 - - - - - - - - - - G-14 - - 98 121 3' 221 118 35' 134 88 4G' - C-1 30.0 24 4 - - - - - - 33 O 11 ,0 PG-20 PG-20 - - PG-21 PG-21 10 O 10 O - - 162 O 86 O 25 O 10 O 160,0 100 O Q G- 15 5 7 2 3 7.7 3.1 3' 4. 4 1 .8 18'-6' - - - - C-1 - - - - - - - - 1 O O 1 O O PG-21 PG-21 - - PG-21 PG-21 112 O 47 O 25 O 10,0 225 O 100 O 25 O 1 O O - - G -16 3 3 - - - ( SEE NOTE 6) - - - - - PC-16 17,0 12 O - - - - - - 1 O O 10 O PG-21 PG- 21 - - PG- 21 PG-21 107 O 65 O 25 O 10.0 260 O 125 O 43 O 40 O - - G - 17 3.0 3 O - - - - - - - - - - PC-17 112.0 73 O - - - - - - 5 O 5 O PG-21 PG- 21 - - PG- 21 PG -21 10 O 10 O 43 O 40.0 285 O 135 O 38 O 14 O - - G- 18 2.9 3.0 - - g'-6• - - - - - - - C-1 132.5 88 2 - - - - - - 5 O 5 O PG-21 PG- 21 - - PG- 21 PG-21 10 O 10 O 38.0 14 .0 277 O 130 O 55 O 27 O - - G-19 3.0 3 O - - - - - - - - - - PC-1 G - - - - - - PG- 9 PG- 9 - - PG- 21 PG- 21 - - PG- 21 PG- 21 - - 20.0 1 O.O - - 100 O 40 O - - G-2 2.9 3.0 - - 8'-6' - - - - - - - G-2 15.0 10.5 PG-9 PG-9 - - - - - - PG-21 PG- 21 - - PG-21 PG- 21 - - 200.0 75 O - - 240 O 90,0 - - PG-21 3 O 3 O - - - - - - - - - - PC-21 - - - - - - PG-b PG- b - - - - - - - - - - - - - - - - - - tructural G-22 21 1 O - - - - - - - - - - PC-22 - - PG-6 PG-6 - - - - - - - - - - - - 3 O 3 O 165 O 105 O 23 O 19 O 148 O 8� o - - C o n s u I t a n t s G-23 02 O1 126 60 42' - - - - - - - C-23 - - - - - - - - - - - - - - - - 160 120 910 560 360 230 1700 , 200 - - I n corpora ted G-24 21 09 - - - - - - - - - - C-24 - - - - - - - - C WALL C WALL - - C WALL C WALL PG- 12 PG -12 2250 1620 1700 1200 50 50 2060 1150 - - 3400 E Bayaud Avenue #300 Denver, Colorado 80209 G-25 2 6 1 1 - - - - - - - - - - PC-25 - - - - - - - - C WALL C WALL - - C WALL C WALL - - 5 O 5 O - - 35 O 26 O - - 482 O 275 O ( 303) 399 - 5154, FAX ( 303) 333- 9501 Email InfoC�sci— denver com G-26 O 2 O 1 9 O 3 7 41 ' - - - - - - - PC-26 - - - - - - - - - - - - - - PG - 12 PG-12 122 O 55 O 51 O O 290 O - - - - - - SC,I Job Number 04- 187 G-27 2 3 2 3 - - - - - - - - - - PC -27 - - - - - - - - - - - - - - PG- 15 PG - 15 - - - - 200 15 O 615 O 365 0 - - ISSUE/REVISION DATE NO G-28 O 2 O 2 4 O 4 O 46' - - - - - - - C-2 - - - - - - - - - - PG -15 PG-15 - - PG - 15 PG-15 - - 680 O 395 O 32 O 15 O 31 O O 155 O - - CD PERMIT SET 01 OCT07 G-29 O 2 O 2 3 7 1 8 44' - - - - - - - PC-29 - - - - - - - - - - PG- 15 PG - 15 - - PG- 15 PG - 15 30 O 10 O 390 O 21 O O 137 O 87 O 138 O 61 O - - G- 3 O 8 O 4 - - - - - - - - - - C- 3 - - - - - - - - - - PG- 15 PG- 15 - - PG- 15 PG- 15 - - 247 O 108 O - - 362 O 175 O - - STRUCTURAL CDS 01 NOV07 PG-31 O 2 O 1 4 O 1 9 16' - - - - - - - PC-31 - - - - - - - - - - PG -15 PG- 15 - - - - - - 357 O 150 O - - 116 O 41 O - - TOV RESPONSE 12DEC07 Qj � G- 32 O 6 O 3 - - - - - - - - - - C- 32 32 O 32 O - - 41 8 481 PG- 45 PG- 45 - - - - - - - - - - - - - - - - - - TOV FOUNDATION SET 05FEB08 Z � G- 3 O 2 O 1 7 5 7 5 49' - - - - - - - C- 3 16 O 21 O PG- 45 PG- 45 55 O 47 O - - - - - - - - - - - - - - - - - - - - TOV RESPONSE 11 FEB08 Q � G-3 2 5 2 5 - - - - - - - - - - G-3 O 2 O 1 13 5 5 5 50'- 6" - - - - - - - � G-3 O 2 O 1 1 O O 4 O 38' - - - - - - - PG-37 O 2 O 1 231 1 O O 41 ' - - - - - - - G- 3 4 5 O 5 - - - - - - - - - - Pso � G- 3 3 5 O 5 152 60 38'-7� - - - - - - - PSL L SIDE C G- 4 5 7 2 3 8 3 3 3 13 ' - - - - - - - � 1 - LEVEL 3 PG- 41 5 7 2 3 - - - - - - - - - - a 1 G-4 57 23 27 51 23' - - - - - - - SIDE B a a SIDE D SIDE A-D 1 � - LEVEL 2 PD L � G-4 25 1 O - - - - - - - - - - ° P�' �" - LEVEL � P0� REG/sl G-4 20 08 - - - - - - - _ _ _ SIDE A � ��Q� . . F,,� G- 4 - - (SEE NOTE 6) - - - - - - - - •• •• '`� �p . � e'��Pr�,.O � Q�L � �- a o 2 o i - - - - - _ _ _ _ 8 � PLAN ELEVAT I ON > 350� 0 's :� - - - - - - - - - - - - - NOTES� A��s;Sw....••E���� 1 ALL LOADS INDICATED ARE UNFACTORED SERVICE LOADS �dNAI � G 2 SELF WEIGNT OF PRECAST CONCRETE GOLUMNS IS NOT INCLUDED IN TI-IE LOADS PROVIDED Z _ � _p$ b 3 PRECAST CONCRETE SUPPLIEI2 IS RESPONSIBLE FOR DESIGN OF COLUMN AND CORBELS CONSIDERING ECCENTRICITY OF LOAD ON COLUMNS DUE TO CORBELS AND SKIP LOADING CONDITIONS 4 PG- 'X' INDICATES LOAD IS FROM TNE REACTION OF TNE INDICATED PRECAST GIRDER Q Pi P2 Ps W LL � W DL � � � RE PLAN � NOTES 1 . ALL LOADS SNOWN IN SCNEDULES ARE UNFACTORED SERVIGE LOADS, EXCEPT AS DESGRIBED IN NOTE 5. 2 POINT LOADS Pi , P2 AND Pa ARE GOLUMN REACTIONS, TYPICAL FLOOR BEAM LOADING IS INCLUDED IN TNE DISTRIBUTED DEAD LOAD AND LIVE LOAD INDIGATED, 3 SELF-WEIGNT OF PRECAST CONCRETE GIRDERS IS NOT INCLUDED IN TNE LOADS PROViDED. 4 RE PLAN TO COORDINATE LOCATION OF POINT LOADS FROM ENDS OF BEAM 5 FOR GIRDERS SUPPORTING STEEL BEAMS, RE PLANS FOR LOADS STEEL BEAM LOADS SNOWN ' ` ON PLANS ARE FACTORED LOADS v 6 LOADS SNOWN DO NOT INCLUDE STEEL GIRDER LOADS DISCUSSED IN NOTE 5 ON SOUTN SIDE J OF GIRDER J 7 LOADS SNOWN ARE TYPICALLY CONSERVATIVE AND BASED ON LOAD PLANS SNOWN ON 5103 PRECAST SUPPLIER IS TO CONFIRM AND REVISE LOADS SNOWN IN TNE SCNEDULE ABOVE IF � NECESSARY BASED ON TNEIR FINAL DESIGN .. 8 RE PLAN FOR BEAM LATERAL DRAG FORCES � / � � W � � Z � � � � � O � - O � Op � � OQ � Q � � , J w0 w O J � � O O (� (n U � � J � W - � � Q - d- > � � Q � ; O � REV( EWED BY MAR 2 8 2008 SAFEbuilt Colorado -- . SCHEDULES ; > > PLOTTED MAR � . CHK'D BY JRB COPYRIGHT O 20D6 BY DAVIS PARTNERSHIP P C ARCHITECTS SHEET NUMBER \ ■ D P A PROJECT # 06232 00 SCI PROJECT # 04- 187 _ .....,.»» ';eM%i�.......a-.-.�......................... rt .....:;..............�..; ... �.......+.....�`',�........._... .._ �... ... i ... �......_ �.�......._.......... ... �.�..........�.�.._.... �.. �.........�.�.........................� ... �........�jfjfjf .,,.,............. ..., ............ �..� �......... . ..�. ....�E�,.....m.......�........ �... �....,...,....�.......... ... �..................�............. ... ....�.�.........................»...........�:... ... �..�m � j+ ... .....��..._....... , ... ,.._ ,....�........................... �.., ; ...... ..� �... ... f ._. ...............,�............�....... ... ..................�.'�..�«�.................... ... �....................... ............,...........F.�,......,.�...... .� �.....�....�..».... _.. ........�.....�,..�. .., ..............r�..,��.._ :'u'.::.:....... �.................... ;:. . ...._w..rrv... �� � � E � � � � ) � � � . ...._. .: •' ' ! . . :: ♦ �. i � . .. .. . . . ::i»iv. :...........:::..:......n.....ie . F te i 5 t f . . ..... .....:. ` :� ^•� ! � � �m� j ' � f Y • m< � ����� # � < d::' 3p I 3 t E i 3 ' E ; 3 3 � E � I 3 �� ° 3 � � '_ ( � � ; . ' ; � ± k I f ' f � ` . } E < � � ` � . } . j i I 3 � ''• ' : � � € : . � � ; ; � � - ` � ` � ` f � } f � � .. .,. .. , . . .�. ....................<.. .<.. . . . F ; � � ; . � 5 Z E � . t i> ... ..... �. .o....-d..,�,.. .>............ ...... .. ......... > � , . � o- •� . � . � .. . ::. , .: . . : , , : � , . ; ' , I ... ,:». .:............... . + % ' . . t � � � ` � . . . , . t � , . . i 3 i : i ::.... ..... ........ . ... . .. . .... : ;: .. . > - .. . . . . . . . : .: . . .. _..e: ': ».:::.::::.:.d. .....:.. . .. ..:...::::. ... ............:.......... . . . ..... . .... .. . ....... .............:.. ... ' ....::.:.. :.;J.,,.»3L::. .. . . ..::., . ..: . . . .:::¢... .: . ...v .���n��n. �� .n. .. ..... . n... . ......... ... .... . . . ...... ...... ..... .. ........... ..........e..�J���n�M.a�Jn.......>v'A.. . ._. .. . . ...... .. . . ... . ... .... : .. : . ........ : . . : ... .. . . , n �. .. . . . ........................... ...:::. ..... :.r: .:. . . _. >.. ::.:.. :._... .. ... .,.u„�osu,uu{...,.�su,.<w,..»,i.w..�.»,)::<,.:f..:n.`;;:;;::.:::::.... . ..:r...yx.;'.;;:;:c;:::::;:::o ' . ..f....o.fu.;::.;:;.:;;:.. .. ,.f:.n..::;.+:.:.. .... .. .... . .::xG;;::tty,�..:;.:r;.::.;:.;,;;:.;;:.::.i::�.;:�.::R:�' ....✓` .:.vv:w,;:v<;.;;::.;;:.;:;x.:;x.r.::N<.a.n<una.�.:;:vu•w.�r,;;:.;;:;;:»;;.;:.;.:,..:...�::o.rv:.....xz .. . . . .. ... . ......... .... . . .. . ......... ...fm.:R::.:.:::::xy:�y;::.;:,,;ru;;w::k+n1v.:.�;�.;:,.,.;;,.u.o::.:::x�::�.';::.;;u:;w.:;.x,.;:.;:.::.:<.:...::,`.;:.x.;.;;;.::'... :::f:ivi.wx.<y:�;�.:.:.G:xu.y:;;::.;:.i.;;;x<::w:u.�:a.....:.c;:..:;.;:::::::.a:.::::�.r.:;;:s:: . ... ....... . . .. . . . .. . , .. ... . . ...s....x;;.;:.;T:dn<aw:a: «. ... .» . . .. .. ., ... .........,. ., »;3;�:i ....v . ..... . . .. .. ... . ... . .. . . . . .. i.. .... ,. .. .. . . . . n r . . . . .... . . ...:....... . . .... . : ... .. ... ... . . ... . . . . . . . .: . . . . . . ,. .... . . : .. .... . . ...... . . .. . . ... .. ... ................ . ...... . . . . .......... ..... .: .. . . . . .. .. .. . ........... ... . . . .... ........... ... : . ... .. . , . . .._......... .... . ....... . . ...... . . ... .... ... ........ ,.... .. ..... . . ,... . .:....::q:..c::;..v.: ..,.. .:.:::'n::::.4..... . ...1.. .. : : .. � . . . �. . ... ........ ...... . ....... ... . . ::n . . . . .. . ...... . ..... . .. . .. : .. . . . . . .... . .. ... : . . . _ . . : .n . . . ... .. . . . . . . . .. . . . . . � . . .................. ................................_......... ._... .n . nn� . ...::n � n .....nm....nr.w:::::::::�.:?..::ii:.:::.:::.i:.:::ny:n ,::..:...:.. -' . � . . . . . . ... . . . . .. . . . .. . .._ .. _. . . ., �... . ... :::::: . :_:: .::: .,::.:::;:�: .. . : . ... ... .::::::.:.::.:.:::... .:: . . .. . ... :...... :_ . :.... ... . ... ...:., ::::::: :.::.`. :.. ....: . ... :.�.�:::.:;;;.•. �., .,. .. . : . .� . � � � .: . . : . . , . .. ::. .. . :..... . .............m.......,. �...,... ... .,...,....,.�.,.....�......a... _.. ........�.......�...,......................,...... �.. ,�.. ,... ..... �............_......,,.w..... ... �..w..,.�... ....,... ... ............-.... ... ....... � ... :�........,�.... ... ....,..... .... ...�....�..,. ..,, ,... ,.......................�.,m,.�.........m,......... ... . ..... ....._......�..,.. ,.. �.�......... ... ... �.,....,.�.�....,,....,,..... .,.. »�.................... ..,.........,..,........ ... ... ..., ... ........., w.�.�: . ....,.,...,........ ��......... ..,., .......w..... .... e.. �.�.,..,.,., ,.,. .......,............m......M............�...._._._. .... ' " .._. ..........,m....,....»,�....,,........,..... ' . . . ................... . .... ;: ; .., ...........�..,.,......,.. .... .. ...... . ...._. .... .. ........... ). .. i . . ... .. ......... , ..... �„ ... : n �..:... .::... .:... . .. . .. ..... . .. ...... . . . � • ..... ... .... � �..d�.�.�...w....... ....�...:� �....;. i ... . .� .. ...... ... .................. . .... ... ... ����.�..���.. ie..�:...... • � . .... ........... ...n. .. ..... ......... ... .... ........................... . .... ....... . ... ... . . . . .. . . . . .............. : :.... ..... .. . .......... . .. ... . .. ....�.-...��.. . �mm . . ..� . . �........... . � . . . . . . , . . . ,. . .. . . . .. . . ... . ... . .. .. v. . ., ,.. . . . . ... . ..... .. ,,.v........ . .,,.... . . . ...... .. . .. . . . . . ...... . . .. ,..... ,..,.,.,.. ....... .,. ,.,. .. . , . . v. .. . ..... , . .. ...... . . , . . .. ......... .... . . .. ... .. . . . .. ... . .. ... . . .. :..t .. . . . . »,,.. .. . .. , , .. . .. . . . . ... . . ..... ..,. , . . . .. .. , . , . . .. ... . ... .... .n . .... .. ... ... . ... .. ... . .. . . . . . , , .. v v . .. . ...... . . ... . . .. .. .. .. . . . . . . ..... ... . ... . .. . , . . �i ..... ... . . . . . � .. . .� .,. .. . .. . . . . . , . . . . .......... .. ' ....�.. .. . . .. .: . .... . ,.. . , , . . _ . ..,. , , . . , . . . . . . ,. , . , . . .. . . . . . . . . . . . .,. . ., , � . .. .. . . . " ' . .. . . . , � . . . . . . .• . . . , , , ,. ., . ..�,,. ., . . . . . . , ,.� . . .. . ., . . . . . . ' " _ ' ' ' '.... ' """' " . .. ., .. .. . , . . . . . . , . . , , x . ..n . . . ... . . ... . . ... .. . ... ... .. ........ . . . .... . , .. �`'�: �. . . , , „ , „« . . .. . , , ...: . . :. ... : .,........ � . . . . .. . . . . _. . ... . :.... ... ...........: . „ � � . . ... ................. . . ......... .. . .. .. .:�: ... . .. . . . . � . . .... .. ............... .. . . .... ��n.... £ i + � . .......... ........ ... m. . . .. . . � ,, {� :�»�...,. .......<. � ' �.:::::e: . . < r ��� : Fr .. . ,� : ,. . :. .: . ; - . j . i . . A = :,.��...� " ��::.:" 5 , .- . .... . ..... .. . .. .. . . . .. . __ , ,. . .. � . . . . .. : ; .7 <. .. ^ ; . • x ^ •: u o , ' :. . ,i �; ° . i . , .. . � :. <. . � . .: � . , � • < � � � . , .. .. ., :3 .. . . .. r . . . � ' .. . , z? , A . £ 3 3 E 3 E , � . a - % y A , . ,� , , , , i . `i s i . , . .� 7 � � a :� j 4 A i � . ' . � . � , if �► I"C h 1 t tS t . , �. � ; _ . _ , � � - ; . _ . , :: . � :: .. f � . . :: , .. . . ... . . :»:.. : :. : , : . .. .. : . � :,: .:.. . . . . :. ..:.:.: : :: : , »...:.:::::. : ... ; , .: . :.: . , . . : :.. a ...... . :: . . �. : . ____..._.._.. ._ _. __.._._. . . _�.:.�._ ..:. ___________ .�__ _ — _ _ _ �... µ ...�. ___._ _ ._.. _.�.__.� __ _ _ _ _ _ --______ _ __ _ __�. ._._._ _ _..�_._......_.�,_._._._. �:._..�......�...�..._. _ _�.. .___ _ ____..�....�.�...�..� _ __.:__.�..:::.::___.�_��_ _ _.... . _ ___. ._ _ __ _ _ _._ ..�.. _. �. .�....�,�.�.___ _ — . _�._ _ _ _ .._.. .�...._....�.. _ _..� .�. �. � , ..�.. , � � . . . , . , . , . � � : � , �--- :. , � , :z� :z . 2 ..`; `;� a . _� .............. .... .. . ... . ....... . �.. � .£ , , . � , � �. .,, s � . �, 3 > �t . f t' ; . , ;: s ;i n z: . .. .. :. .: : t t � , x f i� i' n <i E> . E , y j t .i 5 1 � 5 5 5 . f 5 Q . j t 5 ;� , j Y 9 k t' 9 � D V t , , iz 3 . 5' t? } � <� G i f 'i Y n F � 1 I i 1 E , 3 S 3 F' A y i' i :i < . :i S � >.,... � . i � a . :i ;. .. e [i E � 'y ;� , . F f? , . ! f G 5 < � i T � ..�ro ,.... "�.......... .......... �.... ......... ... Y ... ... ... ................. ... ,.. ,... ..., ... ... ... ... ... ...........................A�....................... ... ,.., ,... ..� ... m ... ... ... •••�••••ti�....[:t••••• .............................. .................. ........... ... �.. .........................................tj........� ,r.....-...... �..M.�.....,:'... . .. -.....!o-�....+y . ............................ ........................... .............................. .................................... ..,�i�„��..������������•��•%.�•��••�•�•••••••••�••� �......_ �....... ........................................ �........... �..... ............................. ... y �...... . . ""'°C�...`.�..... f .....i{....................................A $�� hr r. ..................; .:� ^ii i� , G 2301 BLAKE T �� qz � S STE #100 Y , <; z E Ri;�`:.....................� < 6 i f' � 5! i � . A n % n 1 < J $ DENVER COLORAD 80205 < e O $ n ; r 3 J l S Y . n" i s . _. :'::z . �''!i . 5:. �:> � •' i " �. � �� , ..........n. .... ... . . �. ....... . ..... . ..n ........ . . . . . .. " e :? i' i ? _ � i n � .i I;': y � .. :: � i � i v > n i ri i i: ' � ? y � i : . .i :i �'iS:yi.. i. . � n J .i :i i p :' i . i :.i:.i:.i::::: m�'.�i....... ...... ...q :: , :5 i: � i: � � n ( ':i� �>:;«. .. . . .. . i: � �n .. . . ....n.: ..iiiiil i e . ' % ' .; ' ' ' �� $ � J Q � v Q � .. . �� .i:i;..in :^. ... .......n. i . � 303 861 8555 , , ::: , ..:..., >: .. . F 303 861 3027 ,. , , . . • , .. ..., , « :. , .. .. .. .............:... , 3 { N t: .. n , s � . S 5 v` y ( , .� t� '3 3: ., 'y'' j E� . p 5 n @ E ES .. W y . 5 r 0225 MAIN TRE S ET UNIT 101 � C ,: I ., ,: . ; , , � .: ; <; n � . ,. . ; .: : : ., : . ; : . : .: - �� � z . < t . ; . ; , >: ; . ;: ; ;. : � _ � ; _. . : ; . - > , , ., . > . . : ' > < < ; � � >: < 2 ; A , < S , COLORADO 8163 . , � , • : ; : . ; :: :: � >: < , €: n , ; � .. ..... ; , . .: :.: . ... _ ... ,. . ... • ; . : ; . , , > , .... .. . . <. EDWARD � <,.. : : . :. > >; � .. - :> � , < > ; ,. ..::... .:.:. , ,.. ....... ...: � . , ; : <; ' : . , .:.>. : < ,;;;:.::.::::.. . ...... ..... , , , ; ................. .....,.»::.: .: . ; <. ,: ._ �, :3 , .. ... ,:. : ; , :;:;>.: , >r � •_ � � E � ,.. ...... _ . 970 926 8960 F 970 926 8961 . . , . <, <:: . • > > , , ,; . , , , 3 ; .. ,. , ; ., .. ,. , <: , >: -. .: >: . . . .. .. p . . <, < : <> : > .: <: >. €: ^ z j , � .. < , , . � ; ; j ; ; < F� . 3 { �. , • $ F v , $ C ii � �3 i L ( � .... ���......��. v.....�.�M�..... �.� ..V ...�m�..m�v ...�......���.V.��mr.n.m�r n� nw.oms�r��m.nrwn� �w �.�..�.w.v..�...�`m inv �. o.� .w�ow.mwr.r.....�...�..V...� x. � �m m. �m-.mw . �.nw �w r .�.. ....V.w�V.....w...� <.v m.�m�x+m„mw me m ..ro-n.�.����r�...�..� �m«`.m �� .e hmexv� �h�x�� �-n .n rm.r +M �w... �...m�xmxmx��w.�.mmev.�w.x«�r rm .�aH.�....r�.�. _.....��....... .� ��.�...�... ..� �..�. M ..� ..�... �� w n....m.vr... �v �aw..mv�.xm��om�m�. �m�xr m ..rn.......... �..�......��� ... � m�w ��w «�.. �.�.�.......� M„xm�xwmMV�mmx�m . mmmxm�xmm +n � w..�+�v.�+w .n �mmm�m .m�m�mm��m.µne .�.w.o.�«..r.^�.'^��.�... ... .....��.,.�.... .. mm�i ...Y+ .�.m�m�.-m+� mx..m�vmr „v�mvm�vv m�..-. �...V. hwv.mvmv�mxw.�e �mm�x . µ�i ^.) � p �$ + p � � % � � (i n n .. . . . . . :5 ...... . .. ii ( i � `I � n �5 .. ; � � � �/. .... .... . : .. i . ,_ ', . <. . . : g : ' � " . . . ., . . . �. ? 3 .. n + s i � ' € x : . L .. , , g � fi .5 � :3 � . . .. � ' � . . <; • . , .. . � ., . . ' .. ., � .. . :::�: � . .. ' :5 ., . n ' ' . � � . . . .. . =i . . . p 3 ., � . . ' i . ., P1 q P1 1 :; � S O : , ; " � � x :; � � , : . :. : . . . ; :, €; ; � . > «........... , ':, �; ; .: <,: ,. :::,,: . .; , , :::; , , _: .:� E :� �. .. :: ;;, � ... ., r : .. .. . . . � . E . ., . .: . .. :. :. : .. .: .: ..:: : .. :, �; _. ., .> : :.: ; [:: . .: ;: .: .......... . .: . ::: . .. .. �. .. > .: [; . t . # � , , ; . : .. .. . �:: . ...... .. ........ ... . .......... ..._... .. .._ „ _ . ... .. ..... . . ..... , . . • . .. � .. . .. .. .: ., : . . .: : .. .. .. :> : : i: % .>..... .. ... . • ' . ° • '. " .. . .. ,: i . , . ; < ; .: < : . :> :. > .. . , :. . . . . . . . . ; • , , .: . . . . , . : SP 11 . , : . . . : : � . . . . , : . . ; , :, .. , . � :: . . . . , : . � ; :... :: z , . � � . � � � � . . � „ �; _ � � � _ ; � . , ; � � , � _ . , _ � f � , 1 ; 1 z P , S 2 E , e . ` ? , € i " € i 0 . 14. S P P1 , � . � . : ; � _ . ; ; : . , , : : ; . , ' , , : : . , ; :� : :: ;: . . : : � ; , : : ; : � : : :: , ,: : , ::, : ; _ : : : : : � , .. .. . . . .,,� . ,.:.: : .. 1 , : :. . : : . :: : �: � � �: E E?-': , . s .. . , ` , ' ;:� � ' � 1 € � E 1 1 # . ., ' , . . � � ' � � [:`: ' . ' . ( > . ; . r; i % ;. [? � ; ,! , ,. [i .: . :, :. .. . , ; . ,. .. .. ., :: ,. . :. :: . .. :. ; : E :; ; :5 ` i , . :. .: ; . ..».:»: ' >: :: : '� ' ` ..,.. ... . ., . f. t f. . .......... .. . . . .. ..... ........ . , .. .... :.. .. ;. :: :� .. :. .:.. .: : :. . . . .: . ..... . : �' ` . a:::::»... .:... � . : �. ': : . . ... �.........;.' . . . . :..... ::: . :. _:;::: . .: : , ; ' > . 4 i : . s , , : 4......... ..�........... ............................................:....... ^ ..;:. . . . : ... ......:�.................[.�................:�...... .. �....................� _.. . . �. , ..,. ..,, .... .. ...... .. : ::rr••.. ..... . ... .. :, : "' .._ ....._:,.,... , . . . � i: i? : .: , � . .: :� ni? n � : .: . : . . . ., , i. , . ^. , ; . . . . , . .: . . .� .: : [? °: . . . . . . ... ........ ... ..........��.......+ ........_......,........................ ......... ... ... . .... .........._.......................... ... ... ,...... ...................._ .......... ... ... ...�. ... ......... ... .... ... ... ....._. . .. . .. � .s.-m ............ ....................... �.. . .. . . .. ., .. . .s.......... ... .......... .:.... �.. ............ ........................................ ..., �........... ....................... .._ �..........�:.............i...:.........::_........... ... �...........�....... .:,. �.....:...,......... :.. ... .............,.+................... ........................ ................ .. �.... .................::a......,.. ......-�.�....-............-�.....-..-........ , .:::: :. . � .. .. .... : :. :. ... . . , .. . ,: . . � i ; �: . .., . :s ��__•_; �.... �......... .�.... �...... .�...... . . . .. . . . .. .:::::. . .. . . ...... �:: � � , , . . .. . . . , . .. .: :: : . �:; ,., : .. ......:........ '� i�... ;.... £ . ; . : .: .;, e ; . , i: ' : 0 �...�. : ! �: ::.:::::::::: :?.: . z '� .: .: :. � . .: ' .: :: . : . : . . . :: . ' :. . . v 'S . •. .. . :. . .: . o: . . . „ . .. :: ' . .: ': • : `J . : o ....:::: :.::: n .£ . . � :. . . , . . : . . . i:: . r . . . . . . . .. . : .. . ... . ......... .... .... .. .......: � " '" . ' . . .. . .. .. . . ., . . g . , . <. . :: : . . .. ij � fl �: < � m�mm � "i . . ' ' S . . R . t£ , � , i , Li , y � ., �/'? � , r rl . :; St u ctu a t . � ; ; � ��� � . _ f P1 1 � � S 5 ; .. � : , . : ; : � � . ; .. . , : : : ; ; .. .: . ,; ; .; : : , . .- ; . ; : , . . . . . . . , . . . , ..�_... . . � � ., , . . . . ...... �.... . ! : , . . »» . , , .... : ; ; , : , : . : �_ _ : � ; . . ; . : : :. :: ; �. � : , ; , . . , :: 3 � : : . . . , . � , . t . . � . : .. :. .. . . . , . : ; . . . : � . . : : , �: .. : . - - �> » : _ ; : . . : � . . � � .. . : . : . :; � � . � ,, . , , . � , � � , � f; , "s f. � P � 6 E > � � . In r r : � �� � co o ated f' , . . . C 1 [ I E � i 3 p i :; . ; �� iiE i , a : . � 4 3 00 E Ba aud Av n 0 < �� e ue 3 0 €; , , „ _ Y # , � nv r I r De e Co o ado 80209 , , , f `_ � I; � ,£ _ . > � 303 — 1 4 FA — €> 399 5 5 X 303 333 9501 I <: , . � A p >; � ) � ) `< , . . � `�. . ° ° . . . . . � . � ' . . • . . � � � Email InfoOsci — denver com E F � �. . , , E? . . . .. . . . .... ..... . �� . . ..... , . ... .. ......... . . ... .. . . . .... ......... � .......... . � ....... ......`..... . .. ...`..... . . .. . .. . . ... .. . . .. . . . . . .; .:� .� :? . �, ;: i � .: ;' q .? • .: . :. : ..... . .. . .... .. .. . .. ... . . ..3. .. .. ... ... ... ........................................ ............ ........ . . .. ... .. . . .. . � . . ... . . . . .. .... 3 . . .A . .. . � � 3 .. .4.... . � ,� ....., . „ .. ,.. ,.... . ..,. ., . .,,, , ... . ... � . «., ... .. , ..�.». . ......... . . . . � . . . < .< ... . � . . _ , . . , . . . , . . .. , . . ,..,, ,. .,,.... ...........»»..., ...,,,..,.,,.,,,,,,.,,, ...,. ... .,.. . .,.. ,,.....,...... ..,.<..... .......,,,,....,....,...... .. . " '. . �, , »�. , . , ,.� .�_ . . . . . . , . " ' . , �. . ..,. . »� .. , , . » � � ., . .,. .. . _ . , ... .. , , . ' ' ". ... . .��... " " ., ,... .,. ......... ,...v.....,,,,.«...«.............«..,.,...........,... ...,......,,.........,.....�..... � � .,,, ,,,» . . , . . . „ , ,.." "' r,.. . ,... . . ,.» ». » » ....,.,,,..,.......»».. ..�. ,.........." " "x»,. „ .»»�,. ....,,<,.,..............,..... ...,..,......,<,,._,...............,,. . ... ..... ........... ,.,... .... ,. .. .. .... . ..�,. ,_. ., ............ . ...........<..,,«,...... � . , .. ,,,.,. , ,,..,�.,,.».,... ,..,,,,.,,..,,,,.,....,....<..,,<,,,.....,,.,.....,. ., .... ,. ... .............................. . ..... .. . .,, ...�. , ..�. , . �.,. .. .»,.»„< <.,,,�.,, , .. , . , � , , «,< < < <, . " ' . ,,..,,, .<,,,,,,,,,,,,,, ., ,,...,,,,. . . . . .,...,,.�., . , .. , .. . . ... ,. ... . .. ., . . . .... ... . . . . . . . ' "' . . . , ,,, .,,. ... .. ... .. . , .................,, .. .... .... ............. ... .. ; . . . . . . . ..... .. . . . ...... . . .. ... � , . ...... . ..... ... . ...... ...... . .. .. .... . ..: . .. . .. . . . . ......... .�. ... . . ... »» .. .. . :., ... .. .. . . ....... . .. . ... . .. . . . . . .. ....... . . ........ ...... .. ...,,...«. ... . . .... .. ... ...... . .. .........:: .... - . ... ... .... ................................. . "j, " .. .. . . .. .. . , . . . . . ��.� . . . . . . . . . . . `. . . _. . .. . . . . . . . . ... ... . . . . . . ......... . .. .. .... .... ..... . . . . .. . . . . . .... . . . . . . . ..:;:,.. :: :.. .. r ' .. . .. . . . ...... . i � €� .�CI Job �Jumbcr 04 1 � i � I � l I 3 ( i . ..... . . . .. . . ... ... «..... .. .. . . .. ... _......... .... . , .. > ( . � E � I � , .. . ...... .. .,,,r ... ... .. . . .... . ... , .,.. ,,..�„ ,,, .. . . .. ..... .................... . . . . . .. ... . , . . _ ,. .. . ..,,.... . �,,..,, , , .,.�_. ,.�.., m�.. .,,,_m_.�..._. . ..,... .. _.. .. .. .. .. m� .M�,,, �....�..,.�. ..... � .. , , ....... .,.. ......... ,............. . .. . . .,.� .. _ , . . .. .. ..... .. . .. .... .. ,. . .. . ... ... . .... ... ,. , , .. .. m. .,.,, ,,, ........ ... .. .... ..... . ..... .�.. . . .,. �... . . , . . .. . . . , , � : 3 ,....^ . .. ...:.:::... ...:>. . . ......... � # _ �...... .. . . . , . ,........ . , . . , � ' ; � : . : : .. . ; , : , � ,�,. . � :a ; : . : :. ,. , � , ,. .: . . ; : : : ::. ,:�..:::� : :.... . -� : . .: ° : .. . . : : F ` . . . » : :: ; : . : .: : : a , :. � : ; . � ., : ;_ , ; . : . : � a , ; , � : . ; , , .. , , � 1 � ;; { � , : : , . . : : � ;, : , : : .; : . :; , _ : : � . > • : � 1 , > # : > ; , � f £ 3 '°� � . -a : � . . : .: . . ..�. 5 , P 16 - - - - - :a .,»� . . _ � ,::. CD PERMIT SET 01 T07 ; OC . I � < . � .� ..� _ t _.... M ._ .�., �. .. m .�. ...�...�...�. �. _... __�� _ _ ��____�_�_ _�.�..._ _�. w �_� _.,_�.,�� .. __„_�__ _ � «�. �. � ,..m..,�...,�...., �.�.....,�,m,..m»�.._. _.�. _ � _ �.. _ �___�.__.. �_. �. __.. ��. ___�_...._.�_ _�.�...�._.m ..�..,....__ m �. .�.. �, m... �... _ M..�...�.....�....`_ ..�.__���.. __ _. .,__._._� ____ _. _ �...�_�___.�_ � _ _____�_� �_.�. ...., _. __ _ ___�.. . , .�.. _�..__ ' .� . �... .�., .�....._ �. �....�.._.�. .. _.�..___.. .___�__��__ .� ,__ , �.�.. �.....� ...� �.�_� V.. ..��.__ � � _< _ �.�.�. � ,�.�.. V�...�.. �._.�... �.,.�...�, �..�..�......� ; ;. , <: < : < � : ::. . .: :: , ; .� <: ;' � ..�, .;:•� ... . �:>�.. ;__.._ ....::.:::::::::: • �- > _..::. �.: .�. _..:_� : , <: m __,> : � .::,_. <; :> : : ;� � I , £ • : TR T RAL D S UC U C S 01N V07 , O €i I , 1 ,: , s <; s j , x ��; , E �� 5 ';i ! � i t . f� . � ., .. . 5 . ,� i v . I T V RE PONSE 12D 0 , O S EC 7 [� � i €i : � � a � > :: : � ,� 1 � ., R . . � ! . . E . � _ . � S r' 2 ! £ i j C "i ! :� j 4 E; � :£ F' � . V P E t TO RES ONS 11 FEB08 , � 2 . ;� .. � � � � €s €z . ;i � � n , � . 3 ., � ;. F �' 3 `: E „ � £ > . E . � .5 . .. n ` ., ' ^ F . ' ' � ' ' . 4' i g i; f , / tl �i . ., . . . .. 3 � 3 E 'J \ . �; , � , � . � � . ' . 3 E� . , � � . P1 17 . ( . .. � S � � � -; : . .../.. �: . ; \. . . . , . . : . , � ; .. „ . ; :: , . ...... . . . .. . .. �i � i z ' ' i < ` -; _ `_ :, � P1 4 _ . �4 . . ., _ , � . �:,,, , �f t < /,' ' � E i' < 2 3 . . . : ....... ...... .. ' > " . ....�nv. ...».��n...». � � 2 � �n, , , 5 � . ; C, � i �. : i , ii .. ��Yi.iii::�.... . . � .... .. � . ' ., , ,i• , +�.. Q ; i :. .: . :� : � . . � ' � . 4 . . , 3 . £ ..,... . . . � � 5 .,. .. ° .............�................... ...........,. ... . .,.. .,... .�.. .._.�.....,..,,..e.......,._..._.._.....�..�.........,,.,.. �., ,�.....w.w,...._...�.�... ..,,....,..�...�..�...,._ ,_,. _ ....._..,....,M..... ...... .... �...,... _.,, , ,,,,,,.,,,,,.....,...,.......,...... .,. .,,........,,.,,.....,,,,,......,..,., ..... ..._..... : ,..... ..... .... .,.,. .,,.,,.......,.,,.,.,....,....,.., ,., ....,...,.._,.,.,.,.,...,,..., ,,.., .,,,.,..,.. .... .,, ..5,,,,,.,.,,....... -.....,,.............,...,... .., .,.,.,,,,..,�..�.... � .v._. ..,. „�..�..,., ..... ,. �....... �............. ... �... .w..,,.,,,.... ...,...,...,�...., .�, ..... ......._.�...,...w.._�.. , _.._,_.._.,...�,..�..... _.....�.. ..� .. ,..�......�..,.,...,,.,.., . : ..�. ....,.�x,... . -,...._... .:. ' . . ,.w;,,� . . ; E . .,.,;.:: . .. :_ . �.--.:.�...,....,.. � : ..,{,,. E E . , . , . ^ ''% , , ;� ,,,,. .::::::� WORK POINT GRID LOCATION NORTH COORDINATE EAST COORDINATE WORK POINT GRID LOCATION NORTH COORDINATE EAST COORDINATE " ` ; : , ..:«..:<. . .. . . . :::::: <:<, €: �.::..:::::. . ,..:. .. ,...::. . . ; .: ; ..., ........ < , .. ,. .. ; > .. .. > .. . : .. > .. : � � � , <> , . ' � : � €< f: , ; , . ......... ....... � . ' _ _ � � , . , , ; ' 2 . .. :, :: : ,....... , ,,.. ., �- . < ... � SP1 1 POINT OF BEGINNING SPl 15 140 490 256135 , s ;5 � _ > ' ! � ii i5 ,f . � . ;J ' _ . ', , � P 1 3 :; SP1 2 - 99,208 101 .23G SPl 16 - 130.521 272.125 ` ; � _ > I <. � � , � ,. ' 3 �........ . 3 � E � �': . » , } � _ A0 E G/S ,. � • "�`'�i - SPl 3 - 101 Ol0 102.990 SP1 17 - 114 . 469 289.833 � � � ' " � 8 D „ T,. � . ., . . 'J . , OQP • e � � . � FJ� , SP1 2 ;; . : e ,,. �. �-s . . , �. . -t . �� � ,........ , _ _ ; � .«.:<..... ... . O . , .: ; - < , ; < ; ; > � , .. . ....... ..... . " , P1 20 , �, .. � :. .: ; r `.; : SPl 4 114 489 113 552' SP1 18 98 011 ' 303 042 - i �, . �" `• . > : ; .• ` " : F : • . <: ` „ < : < .: ,a .: , :. > � ; ,. , , ; .: ' ; � , , � •^ # � ` : ; ' ,. SPl 5 - 130.510 131 ,281 SP1 1G - 89.240 307.208 ; ; > • /50� • ;_ � : � � 0 < . , ,; ;, < , , e ; .o: : � , . i; SPl 6 - 140. 47G 147 323 SPl 20 - 95 698 321 . 344 � ����� • �o /•�.� � \�, � . . . ' � 3 . . . OP ������M�� p\ ' � 1 - - ? � �`'s E� � , � SPl 7 148.104 165.771 SPl 21 87.212 324 , 469 f � � SIONA� r ; SP1 1q - - � P 2 � .: . .: . � S 1 22 °� ::.:,: '�: „ ; , . ,. : , ; : . . : . :. :. : : � » »»». ». . »...»» . . . . . ................ �. ::. , . , s � . . ........ ... .. .... . . . . . . . � : ,:., ; _ _ -- W::. .. ... �:. --- - �.... _ W _.. ...-.. � : . . .... .......... _ � _ _ - - ......... .. ...... �..... _ . ... . . .... _ _ . ,. . . : . � : ... - - - . . - - ._ : , . . . ; ,: :. .. .. . : -_; _ : .. . ,,, - - . - -: ,�: _ : ,� , �.. �..... . . �._ .W..... W �.... W . -- - - - - -. � �� - - ----- P 1 149 4 4 �, ...........::::...<._: S 8 . 3 169 833 SPl 22 88.177 327 281 , -----�•-�, �-•�------� } , �,<; s t� � , � €� < _ _ €� .,»,,..,»», ..,,, , < ; < < , : ; ; < ° ; > ; � Ea ; , � SPl 9 158.042' 188,635' SPi 23 86. 461 327,858' � s � _ � � " :,:. .. > < . ............. . � ; ' s F� 1 ; :: : :: ; . . <' ' i SPIiO - 158 042' 215 677' - - - - _ � S 2 3 . , : ; > . €3 : ;� ` ; `; . ; . . ' � . . . .... .... ..... .. ........ . ..... ....... .. ... ........ . . E. .... ... . .. ... . . . ... . .3 ; i? ': ;: ? :�, . . . ; } : :a ' <; � x: E: i. � , :. i • " ' R ; :: .: :' , • .� ' ' .. �p ; � .: :: �: . " _ _ _ _ _ ' : . � C . �. ;: :: ' , , " i. ` " ' '" ' . .; , , , , ; :` , g :: �. :. :: :a :: i f ^ i ` r :, ;. :,; .. :: �: i;? ; : ;, SP1 11 156 365' 215 677 � � . £; � - - - - ` F ' ^ n , :' ; ' 3 � ' SPl 12 150 875' 215 021 ' - ' ' ' ' � r : g p � ; �; � , , .. E 3 , :� ,. � i � . . . € � @ , a :� " p � a . . . .. . ... . . � :. .. .»:.:::::::::.:::::. ::::«...::::::::. . .. � . . . .. . . .. . . .. .. . . ..... .. . . . .. ........ .. . . . . . � �. , .. � . :. . . . . .. . . . .. . . . . �....... . ....�....»�....»»u:»�:»..:»:.:::...:.:. '� .. ... . . . .. ... . .. . .. .. ..» . . » ., . . . , .. . . ........ .. ._ «. .. ......... . . ..... . . . .. ... . . .. .. . . . .. . ..... . .. ..... . a »� »........ .... ...,...+..............�-...�...... ..� ..::::.�::::::::::::...:.:::::::::::::::.. . . : :. :a.:. a .. . ..., .�._.....�......._.. ...�.... _ _ _.�.�....�...; � .._.... �. ............�........_..�.�_ m ._... ' ...... . . - . . . .� �� _ ._.�.........�..�.,..�....._...........� _ ..... SP 1 13 - 14 7 719 2 3 3 906' - - - - ...._ .....� m ........�... ,. _ _:..._�..�.�... _ �...�..,.......�.....�.... m � .�... m �.. .� � m . � m _ . , ... . .. < < : ; > > > , ;� ,:: ,. ,:...: .. :::. .,.,. <.....,,..<,,,,;,,,, , ,,,,,, , ,,.. ,.,., ,.,,. .. .... ....:........,.... ,.....,.,.. ....,....,,,.. .. ...... .. .... ..,..... «. ,.,. ... «.. , ., .. . .. ...... .,. ..........'�...'m , ,:::.. „ ... � � ; , , . ., . . . ,... � , .. .. � . . ��' . ..»., .,,.,.,. , . � :, , <. ::: � _ : . ; ;. , : . : .. :; � ; :, . - - - - - . � � — :; : SP1 14 149 448' 234 437' � ,. i, €� NOTES � � <. � � � .. ' ,,; t. � ; . > _ � : : ` ; . � ` ; ; DICATED AS 1 ,310,00612 NORTN, 3 ,141 ,04067 EAST � <! » � ° : . � ' � ; ; ;: ` ' ` 1 � SP1 1 IS TNE POINT OF BEGINNING SI-IOWN ON CIVIL Df2AWINGS IN � .. , .. , . f � " 3 2 WORK POINTS ARE GRIDLINE LOCATIONS UNLESS NOTED OTNERWISE, `' } � # , : . ;� � � i j# ' ' . i ' � �i � F ,,;:»,,;;: ..,.: . ,.:: ,�........... .. . . . ... ,.».. , ......... : � %' � � .. > >..»...., • '� � � c; „•::..., ... »::::::: ,. ; f E':1 ,;,,,:,;>,,,,,,.:�:::::::. ..� < ` ,,,,. ,.::,, . . .. : . .... . ,,.,. . .. ... . . ., ... . � ...., ... . :�.:: 1: .. .. . ..,. 3 .... .,... : :: . "s 2 . � :; � � � ° t ��,;;;. � U - � ` � J � � .. i � � � . i , � F ; � ` � ' � ;_ � �; . , � � � �� � J _ :; ' E 3 , � �' . �.i ? � � , a � . � ,. 1 e . . 1 1 E , 4 E # > : g � .... .......... ... . . .. ...... >, .. , , ,... .. .... .. .. .. . � . > .. . ' : .. ; 't . a , . : > ,: e? .. :: . , ; .> �; .. .. s ; . .. . .. . .. :. . , :; ): : .. . . , . .: ,:. :. . , : :. .! � . . 's ' : .. . : . .. ,:.;. :. , :. ' . , � .. : :> r ., :.: .. ... :. . j ,. , , , . } � s „ , :? : ,.,,. ..,,. . ,,,,, . „ . : ... .. ... � . � .;� . . .. � > . , ... . ,.: :. . , :. , ^ � � f; y ! pp ; . : {{ . , .: ....,.,.:e ... [:; I .: ;, . .. is ; y E , "�'i , � # , � : .. . 8 : ...,.., . ; a '.^. .: ;i i d ; . : .. . .. . � :: . , . :£ i :? s '. � .... . � .> ., . � :. .,.,. .., .; • , : :� : : : . [z :: .. ....:::.:.::::::. :.3::. . : . ., � �' , . : .. ; , .. , . .� �, . .. .. . . :. .. , > � . �� . , � .> . : i . , � , \ .: . :. > : z? ^ ; : : : :> ¢ � : /� ' � i ;$ ;.. / � � . � :i . . s Y . 1 . i �s � L� ) E' t p � f . � � I / S. £ , :� f i i o � 't f+ ' �£ :j '£ , 9 p � �. R � � J i: i i� .... .. a.n ...,.»..., . . , F . v. . � . y /�' : . j � g : , � ? :. ,� ,. .: : . .. . . ^ .. .<..... .., ° ; '.i i /\ G .. . ..,.<,,. ,... .......... � :. .. [ _ .� f VI ` � ^ .: . ' r r . .... .:. ... : a :. :: ;: : . , . .... . .. ..... . ::::. ..:::..::. ., ^ . : a � 1 1�..�... .. .. ........ . ..... . ,...»,. :....:..... ....,... ,,, ....,,.. ,: �� " ' ' , .. . .., . ., . . .< .. ... ..................... , .! E • .; tz x t f ,...»...., » .» ..»».»,....,... »» ._...... .... .............._ ..,...... .,M...,...,........,,. �.....�..........,.. ». �.....�,,...., ,.. ..,.,,....,,............. ,_.... ............... ., .....,....................,..,...... ..,. ..,.. .......,...._... .... _._.. ............�.... _..............._.....� ...... ._ ..._......_,........,....., ... �.,.�................._..,,_ .... _ ... ...,..� ...,. .....,............,...,�........,,....., ,., �...�._.. ..., ..., ... � .... ..,.....,.... ... .. ...,.......... _ .._ .........,..»........... _..,... .,,, ............,..,.........�....,.,,.«..,...........,. .... ,. .. , �......�..... .., �.�,.......�.»...�.,,,, ... ........ ..,. ......,,.�..».m.�._...._..,_ .:. • . ;. . :. � y.» . ., :. :i .. . ... ». ..,. . : . s. ii , ... .. . .... ....,...�.�. .... ,.._._ ..�. .,..,....»..........._......................: .a. ...: � � �.,_ .,...,,...,,..........»..,..�. i: ; ' '' : _....._: ....., y ' : " �' ` : ,. w �,:� _....:......,..,. .. �� ° �' . . . . .: �� �' � �.... . . .. . :. � :: ...... ...,:>,_.. _.....:..�... ,, :; t; ..w>. ' .: ;.._... ,_... `; �__.:....., a____°° _.: ; , .. .. . . � , s � . I , . . I x .. . , „ �.,�.�.�. � .�...�..�.. < , ,._ ; , .. .. , > . . , k � . > . ... ... ..,.... 3 s 's `s��... �`","""" ;: : ' ` .: :: � .. . .,. .. .. .,.. �: . , . . . , . . . .. .,:. .... .. , , ; , " ' . � . � x . .. : . .: .. . ; i .. . .: . p ..�.; : 2 . :.: . .. _.. ..,. ,� 's . :; > . ' :Y" "...�..., � ; r, ,. : .: :; .. , . . „ , .. .. .. ; . .: . , .. . . .. 1 p /�/\ c , . : .�..w:,...... :V...�.. �. .. i'3 : i'•, , . . ; . £i ...... .. ..... .... ..... . � � � � #� i � .. E� .... , /�'A•'i � � : G ^ ; j # ( j ) .. . y . . .. ....y, n � , .. , 9 F � f � � �/V r " '.s t Ei ;1 �� „ � : . ; . ..,.._.. .,.,.. . ,. ., 1 � 1 t � € 1 > „ , ,; ,� , �; . , .: ... .. ' � '= s %i s ; : i E 1 # 1 F 9 � ,� w.•� . <; _ � i e . . s M .. w � ,.._ � ru . ., > <; ,., W , � � • . �> . < ,� %`` . £ � `y 5 f: � O {+ - . ., F� � O . � ...... ; .. „ � :; �� z ; . �. � , ,. � . . .. . , . , ; , ;, :z � ) . � � � s : � � � � � ,� � � >— ;z � � � @ _ s. f' Ei � { � e �' t N 5 c""� ,i .:j.:%: . ; t r= £ ! 2..� C t p � ; , � ' '.i i 3 i � ... ....... ................. . .. . ............�.......� ...�.. ................... ..... ,... ...............�..... ..'� ,............. ............. ..... ... ............ ... ............i. ..._ ... ... ._._......... ... ........._._..._.......... ... ,.,...� .......................... ... ........ .... .._ ...._ i � ...:r...5i1,,...............,.....r-..�........ �.......{r.... �.. ._ ... ... ,.. ... ....�.�......... ... .�..., m........_.�..._�........... �.. .._......��............ ... ,.., .... ........._ ... ... �....._................................. «. .......... �... ... �..,...._..._._ i:s ......�i.-�-�"'--- '"'-�-a--�-�---�-�-"""'-�'"':"�- ........�....�...m.._ �......._ �.... �.,., :i�...� �.......,..,,y.........:...+,::.� .... ... . , � ,..< .�-.�- �........ �,...,. i3 iimm m� � � f,.. � � [; f A✓' i�� i Y� t Q < � � �.....��..�..���� . G<:2 � , �f :i jn:: � j } E , f r' : a � � F ,_ r i { � f .i� � f i'f 3 • . � F . � � • i . • I ' ' £ { r �'•: f . `� � E I ' I .3 s � »`. W . d E i 1 E ��o<•" � I � 3 ft , # E 3 W � { . � O � ; s € 3 £ , r . � €i t J � j �< . E � E > i 4 4 t % # s , i Ei t i . e E � � � . � :. £ . . . . . £ fi . . . � � _ t � ts # . t , j . f � .. I i f i < f+ i{ $ ; + �� + n O f .. ? : ,� O t • i O i � y . , .j , i5 2; . . :!i �i . � i. .. . q � ^ � � � �i :i 3 i . ., i f L.:.;,,�,. i i 9 � , . p � i;: i � 4 i G 5 . � E � E V � ; . � . � � -a � � . �- , � �; , , , . .... >> � � .._.. . . . � 4 E _ A :t F 4 -� .;� F { � � � .. , ..r ... , q { ._ ., x', .. . � .��,:: . � , . ;� � � f � E � � � � '< R , f5 . � .. .. � '," , . ... i :5 � , ' : :i , ; : .. . ... .. . , . I ; E 1 . F # i 1 E d L �i i � . � . 'z ;£ ii �/ / i . . . . � .. ,. ., „ , ,. .,,:: .: . ; , .: .;,y y . � . w ,..ts , .: .: . .:, . ^ s ; : / ' .: . .: , . :. . , : . . . . •� � � �� . : : , � �............ . ... . .. ..,- .... . E; c . ? . � i� 3 . _ / ; :: ; ., � . ° 'ti q G f , f . j , ! ..... ,. . ...,...s.................. . ............ , � ...... .. . ....... ..............«..: .. .. .............� j :: �:. �. ' " S : � j y : ♦ � ' �' . . . 4 � i :i . i : �' • •: •. •. •. •. •. �. r � y i .: ... � ......e ... � ....... j . . >... < � � . f .. 's, ' !� N �. , . ' : : . �. : :: . : :. ,. ; i , .. ' ; ' :? , � . ...G .,, .... ... ; ,� �� \ ' r , . . _..... ._. .,. . z . . � . .,:. '� � , / i�i� /+ ' . � / �^: � � a , � .� E , . , Q , � a :a , � � . Y . . . . <� S � 3 , , �,,.' s� � y �.;>.., � �. �. ;� n � i t � s E: u '3 : 3 E ., . ' 'i # � 3 I E # 3 3 E t . o . � . . G 4 . : . k , . . .� �. . . . . .. , , ,» O RE �� � ��'r � D BY � � i�AR 2 � 200� sP ' ' � EVE � 1 S � AB CDORDINATE PLAN POI NT � F E �8 -� � SAFEbuiit Colorado BEG I NN I NG NOTES� Z _ �__�____�___�.�wM___ _ �.____._ _ _ _._ _ �__ i . SPl 'X' INDICATES WORK POINT FOR LAYOUT OF STRAIGNT AND GURVING SLAB EDGE E LEVEL 1 SLAB • COORDINATE PLAN , E � PLOTTED MAR � CHK' D BY JRB f COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 2 3 4 SHEET NUMBER \ �� ■ � � 5 Oj D P A PROJECT # 06232 00 SCI PROJECT # 04- 187 , , � / \ �. - f; � � , � � � � ,� ,- / ` �� � \ - - :v- - - - - - - - - - - - - - - - - - - - - - - \\j ��\��+ `+ / �i . R e t f`/� ` ! � ` � � � �wr� � } � � � a +�w�rr� _ �rursru�'iauisu=rrrrrr _ _ _ _ _ _ _ _ ' - _ _ _ - _ _ _ _ _ _ - _ _ - _ _ . � � 5 S SP2 ,���- 57 � • " � Archit ts . SP � �-,�� ,� , , , , P2 5 , P2 5 P 6 , , ,� � - - - - �'�°�, - - - - S 2 4 _ - - - �." - - - - - - - - - - �- - � - a - • �� 2 4 6 S 5 � P2 � 2301 BLAKE ST , STE #100 2 4 ���� �•�""""".""""'."""""'° DENVER, COLORADO 80205 � � � � SP2 38 � SP2 '� 1 SP2 � 7 S � 1 q � � � t ' 303 861 8555 F 303 861 3027 SPZ 36 SP 2 �'..._-_�� 11 ,,.,.- 2 `j2 � � 36 EDWAR S , CO ORADO 16321 S��-�7 . >� � �-�.,,.�, _`---''"r`P� -- T I � S P 2 � 2 0 970 926 8960 F.970 926 8961 ` S 2 ,.,..�------�-'�`� ��-�... 113 SP2 6 4 �� SP 35 Sp2 � � � _.----- -___ P2 1 1 P2 5 , � , , SP2 �� �SP2 34 � , S 2 1 � � � � � , � 2 1 q , , , SF� 66 , , - - � � - !�- - ��� - �M� � - ' - �� - - - � - � _ _ _ � � - - - - - � 2 67 S 6l P 8 S 2 12 � � � S 08 �.� 31 SP2 124 � � � � � � � 2 6 68 , , , SPZ 2 , P2 125 , P2 1 1 I � , SP2 1 , 7 � , , SP' 2 110 � SP2 126 0 _ 27 � SP � 129 SP 1O ��`.a � P2 O � PZ PZ SP 13�' � SP 100 � StruCtural - - � S � � 13 SP 127 - - - - - - - -- - - - - - - - p SP2 7 - � P - - - COnSultants SP 4 � InoCO6 pUOr4Uted P2 128 SP2 10 S 73 SP2 77 y SP 21 S � 23 sP2 4 Denver, Colorado 8 209 (303� J99- J� J'�� rAX (303� 333- 9:�01 Email InfoC�isci-denver com SCI Job Number 04- 187 i � i i i i i � i i i i i i i i � 2 SP q ISSUE/REVISION DATE NO. � SP2 133 SPZ q8 CD PERMIT SET 010CT07 SP2 17 S 2 �� 2 � 3 SP2 134 ,� P2 SP2 � 8 STRUCTURALCDS 01NOV07 , � _ � P2 _ 16 - ' - - - - " - ' - - ' -- - - { - - - ' - - ' � - - -� - � - � P _ , _ P2 7 � -- `� , _ TOV RESPONSE 12DEC07 Qj SP2 14 r=�'L � I TOV RESPONSE 11FE608 Q a - S P 2 � S 2 CCD #24 23APR08 Q 2 13 SPZ � 6 � � �" CONSTRUCTION DOCUMENTS 08AUG08 � � � i � i � ' i ' � � � ' ' �� P ` q '� ' i TOV UPDATE SET 10SEP08 P2 137 .� .� � SP2 q � 2 � . 2 � . P2 8 . � � � �. �� � , � , � � , � � , , , SP2 q0 , , , SP2 1 P2 1 O � - - - - - - - - - - - - - - - - - - - - -- - - - - � s ' D �EGISTF,� �� S 2 86 oQ��•�,oY BqR�Fo p � � � r , S 2 84 0.� �.9. P2 � � : � . � � � � � � W � RK POINT COOI� DINATE SCNEDULE - � EVEL 2 , - � :° :_ - - - SP2 � 3 �r ' r - - 'O.9�F . . . . . •P�F,�C� " WORK POINT GRID LOCATION NORTN COORDINATE EAST COORDINATE WORK POINT GRID LOCATION NORTH GOORDINATE EAST COORDINATE WORK POINT GRID LOCATION NORTH COORDINATE EAST COORDINATE WORK POINT GRID LOCATION NORTH COORDINATE EAST COORDINATE - SSION OS-lo - dg � ; � P2 SP P2 5 �\ , , c � � ^ � SP2 1 POINT OF BEGINNING - - SP2 41 - 154 .729' 142.180' SP2 81 - 106.333' 315.927' SP2 121 - 136.687' 168.927' % 'r �7 't SP2 2 - 74 .917' 65.958' SP2 42 - 155.115' 143.167' SP2 82 - 104 .906' 316,667' SP2 122 - 147.635' 165.844 ' ' " � � � � � � c � ,-j � ^ O SP2 3 - 74 .917' 72.167' SP2 43 - 156.563' 142,625' SP2 83 - 105.198' 317.240' SP2 123 - 140 854' 149.333' � � �7 L �f - - - - ; � SP2 4 74.625' 72.167' SP2 44 164.958' 164 .781 ' SP2 84 85.891 ' 327.176' SP2 124 140.594 ' 149. 469' . � � � F 3Q SP2 5 - 74 .625' 75,063' SP2 45 - 163.510' 165, 333' SP2 85 - 87. 385' 326. 406' 3 SP2 125 - 138771 ' 145.927' � ; � SP2 6 - 82.948' 77.240' SP2 46 - 164 .156' 167.021 ' SP2 86 - 86.00q' 324.942' SP2 126 - 132.896' 148,948' F ° � + \ �' � S � �'`��q. , � SP2 7 - 82. 323' 79.635' SP2 47 - 163.698' 167.021 ' SP2 87 - 94.512' 320.560' SP2 127 - 129.469' 143.031 ' � � 2 14 , \ � � E � �'� � � c � � � ^ � SP2 8 - 86.594: 80J50' SP2 48 - 164 .687' 171 .021 ' SP2 88 - 88.828' 309.526' SP2 128 - 125.677' 137.344' l� - � `� � F SP2 q - 87.042 79.031 ' SP2 49 - 165.031 ' 171 .021 ' SP2 89 - 91 .063' 308. 375' SP2 129 - 130.q69' 133.427 � s � ' ' _ � _ _ _ _ SP2 10 - 88.385' 79.615' SP2 50 - 165.823' 174.197' SP2 90 - 90.120' 306.546' SP2 130 - 128.594' 130.208' _ _ _ _ � SP2 11 - 88.636' 79.021 ' SP2 51 - 169.115' 174 .1q8' SP2 91 - 97.906' 302.948' SP2 131 - 128.844 ' 130.031 U � � ��"� � �'"-'� � SP2 12 - 105.104 ' 86198' SP2 52 - 169.115' 182.366' SP2 92 - 97.261 ' 301 .948' SP2 132 - 115.566' 115. 354 ' � J SP2 13 - 104 .844' 86 792 SP2 53 - 172.635' 182 365' SP2 93 - 100,646' 299.750' SP2 133 - 115.344' 115.604 ' t ' t � SP2 14 - 106 354 87. 448 SP2 54 - 172.635' 229 219 SP2 94 - 96.990' 294 .094' SP2 134 - 112.344 112.896' W � _ > � � � SP2 15 - 105 614' 88 583' SP2 55 - 165.875' 229.219' SP2 95 - 102,646' 290.031 ' SP2 135 - 112.562' 112.656' � W � � W , � , SP2 16 - 108.958' 90.740' SP2 56 - 165.104 ' 232.396' SP2 96 - 108.042 285.636' SP2 136 - 100.698' 103.563' , � � z � � � SP2 17 - 111 .281 ' 87.146' SP2 57 - 164.719' 232.396' SP2 97 - 112 405' 290500' SP2 137 - 97.125' 109193' � SP2 18 - 112.646' 88.198' SP2 58 - 163.729' 236.369' SP2 98 - 115.365' 287.823' SP2 138 - 88.417' 104.771 ' � � O _ o SP2 19 - 112.906' 87.854 ' SP2 59 - 165.750' 236.396' SP2 99 - 115.594 ' 288.083' SP2 139 - 78.042' 100.729' � O Q � SP2 20 - 124.761 ' 96.948' SP2 60 - 156.677' 260. 323' SP2 100 - 128.865' 273 3q6' SP2 140 - 67.927 97.927' Q � � '� � � SPZ 21 - 124 .503' 97.283' SP2 61 - 156.083' 260.094 ' SP2 101 - 128.583' 273.188' SP2 141 - 56 573' 96.021 ' � � Q �/ n/ 1..` SP2 22 - 125.667' 98.177" SP2 62 - 155.510' 261 .625' SP2 102 - 130.958' 269.958' SP2 142 - 57.818' 85.960' � W O W * SP2 23 - 122.812' 101. 364' SP2 63 - 154 .375' 261 .042' SP2 103 - 125.677' 266.071 ' SP2 143 - 59. 335' 86.038' � J � SP2 24 - 125.75�' 104.000' SP2 64 - 152.542' 264 .594' SP2 104 - 129.469' 260. 375' SP2 144 - 59 856' 75.792' O O O ~ U � , , , SP2 25 - 126.625' 103.031 ' SP2 65 - 156.979' 266.885' SP2 105 - 132.903' 254. 459' - , � � SP2 26 - 127.164 ' 103.615' SP2 66 - 147.510' 282.156' SP2 106 - 138 771 ' 257.479' - 3 Q " IZ ' - - ' SP2 27 - 127.594' 103.229' SP2 67 - 143.688' 27q.344' SP2 107 - 140594 ' 253.938' - - - - - - ' ' W J r � � - SP2 28 - 142.073' 119.229' SP2 68 - 141 .313' 282.563' SP2 108 - 140.917 254 .104' - - - - � � � SP2 29 - 141 .635' 119.625' SP2 69 - 142.667' 283.563' SP2 109 - 147.604' 237.563' - - - - � � � � SP2 30 - 142.167' 120.208' SP2 70 - 127.823' 299.979 SP2 110 - 136.687' 234 .490 - - - - � � J SP2 31 - 141 .115' 120.990' SP2 71 - 127 344' 299.552' SP2 111 - 149.256' 215.042' - - - - O SP2 32 - 143.490' 124.208' SP2 72 - 126.646 300. 323' SP2 112 - 149.690 210.430' - - - - � SP2 33 - 146.927' 121 .677' SP2 73 - 125 948' 299 542' SP2 113 - 149 956' 205.117' - - - - � SP2 34 - 147. 458' 122.542' SP2 74 - 122979' 302219 SP2 114 - 149.956' 198.295' - - - - � p�- �=� -�m-� --� � -. �--°° �° ,�� �. .�; � ' SP2 � SP2 35 - 148.011 ' 122.198' SP2 75 - 125.656' 305.187 SP2 115 - 149. 451 ' 190288' - - - - ; ; � � , - ° ° " ` `� � POI NT OF i SPZ 36 - 155.927' 134.917 SP2 76 - 124.333 306.198' SP2 116 - 156.091 ' 189.869' - - - - - - - - � � �' ?: `; � `; � � ` ;� � � ! BEG i NN I NG SP2 37 - 155.365 135.271 ' SP2 77 - 124J29' 306.719' SP2 117 - 156.622' 198.295' - - - - � � " -, _ rt, „ ° � ,�,;y� � . � .� � s : . .. �. � ,, Z _ _ _ _ _ _ SP2 38 - 156.344' 136.844' SP2 78 - 111 .625' 316J60' SP2 118 - 156.622' 205.117' - - _ _ t�"�'"' - u` �a� � SP2 39 - 152.562' 138.823' SP2 79 - 108.969' 312.646' SP2 119 - 156.356' 210.430 - - - - ' � � SP2 40 - 154 .375' 142. 354' SP2 80 - 105 604' 314.813' SP2 120 - 155 865' 215.663' - - - - � a ? � NOTES� � 1 . � SP2 1 IS TNE POINT OF BEGINNING SHOWN ON CIVIL DRAWINGS INDICATED AS 1 ,310,006.12 NORTH, 3,141 ,040.67 EAST. LEVEL 2 SLAB 0 2. WORK POINTS ARE GRIDLINE LOCATIONS UNLESS NOTED OT4-IERWISE. COORDINATE PLAN � � � tr � � 0 � �, i � � � � 4 � � LEVEL 2 SLAB COORDINATE PLAN . . • PLOTTED MAR � 1� _, -o �W„ CHK'D BY JRB F NOTES• o � 1 . SP2'X' INDIGATES WORK POINT FOR LAYOUT OF STRAIGHT AND CURVING SLAB EDGE. COPYRIGHT02006BYDAVISPARTNERSHIPPC , ARCHITECTS a � 0 4 SHEETNUMBER. . J � LL 0 Z � o � 5 � I D . P .A. PROJECT # 06232 . 00 � � SCI PROJECT # 04- 187 N � O � _ � � i ^ LL � � � � "...�......_....._.....:�_. _ � �... m �. ` _ � � _ .........�:� � ......�.... �. � _ ...... _ � � �. � _ _ _ _ _ _ .....�... .� . .�.....................�.... _ _ � ....................�... �. .._...� _ �....._� � _ _ �..�:...�.... _ � � _ .� _ ,� �.. ':::; _.�.....�.... _ ;�......�..� :: �.�..�.... _ �... .._.�..: ;� .:.. : >. �..�. > > � . ; ,.::. , . :.»»», »»».......... ....»....::a ....... ..». ...»... »...»»......,. «..,......... ,..,»»»....»»... ,.» . » , .. <� m : • � ... <:. . . . ! : - � � ..: . " .... ..... . �' , , ....... .... .... .: , .:: . .., , _<..... . . _ ,,,............ ;i . : • _; ........ ; m � , .. _ .:... ... . ..... . .. . <, .: . . :. €�... .:. , ; . , , . . . . . ...:: . . , <;: • , : . .. ,. , ; , �..� � . . •• ,. .. . : , ., ; , ,». .. . .. .:....:..:::. €: ..,.. ........ z:: � ; , � i � ��:' � � , 9 � `j 3 3 � � . 1 3 E 3 , z? . f • .. : ? . ' :` fi � � j S' f . A � � n A � � C .y � ,. � . � . i' Y:: �j .. � a a . . .. .: . � A . v �: �.. �. � .. ., � r : ; " " 5 � . i : j � y % , .. i ;� .; . ;� ' ,) ry �i `: �: � '> > % :i n : .: r. . ^_ { . :.. .r.�.:.oam^ .... . ..... .: . . . v.. n. I; ;. : rv :. : �: • i r � . ... ..... .. .....r.�....... . ....y........yr " i i 5 . n . . . r . . . . : ' y ?: ' � 2: r : ..... ...v : .� " . � � . I. � � i F . .. . . � � +� , ., . � . � . .. .: . i: . ' .' , :; , : ; : . . ................ ... . , . . x R � _.... _. i �.. . ... . , . . .. .. ... ......... .. ,. .. ., . . ., , . . . .,., _. . . .. .. . . . . a..., _.. �....,, -.,. . . ..... . . . .... .. ......................... ....,.. ....._,..�.. �....... ..... .... .... �.... _..._. . .... ...............,..........»,,,.,........ .. . . . ... . . . . . .... . .. . .. ........ . .... .. .. . ... .. .. ..>. . . . .. . .. .. . ... . ..... . .. . . . .... �-.... . . .._ , .... . ...... . ....... ... .......,. ..,,. .,... _........,,,....,,,_... «. ...,,.., . .,, ... .. .. . . ... . . . .... . ............ .. . . . . . ... ..... . . ... .. .. .. ...... . ... ... . . �... ..,.... .. . ..... ,..,. . .._. .. «. ..... ,. ,.,...,..,...._. n' : . .. . . � ,_..,_ ... �......�.� . �.....v. .... ... :.. . . ., . .. . . .. .. . .... . .. ... ... .. . �.� � .......,... . ..,......,. $ ; . . .�... .................. .. .. .. .. .....� ..... . . .. . .. .. . ..... .. ......_..... . , , .w. 1 ..........,,.. ..... . . . ,. ,..............«..+�........... . .. . . .. . . . . .. .... ...... . .. ..... ... . .. . , . . . .. . . . . . . ........ . .. .. . . . . . . . . . . .. . . . . .. . �_..... ,... .... . . . .... .. ..... .. .. . . . .. .. . ... . . . . .... .... . , � ,,» . »» . . .,,,,. . , s . . . �. . . �......,...-... ...-.,�,»............................ , ... . .. .w...-,^.,..-..^+-, . ..... �.. .... . � ...�. . �.... .. .. . .........».,,. .. . .. . ... ............s.¢.. . .. . .,., ... . . .. . .. . . . .. . . . . . . . . _ .. . ...... a_ .n . » ..,.. .n .. .s.......... . .... . ...^,:r. .,. .. ,..,.z g .. ..... ... .,. . ». . „ . , f ... , , � ,» .. . .... . . . . . . > , » . .. ... .r�-s> . ,» . » " ,�. ,, .. . . . � .... . . . .. -rc. � . :..� ..£{ s .�.�_.. ,. 9 . . :: � ;� .^. . `' 3 . > <. : .: .. ; , , .i � + a � : : 3. . . ., � . • , ,. � ... ... .,.. .. . : + '� y . .:... . . . ...,.,,., ..,.......,.,.,.,..,..,.., ... ' , i. , ., � :. ..:. . : , t p . .:::::. , .: , � . , ' ::: ¢ '; if : ... 8 ��,:�.:<:,....-.:..::L ' � - � ; :. A t ' E .. � . :. + . :. ., .:. . . . : :: � . .. :. .. .' <' . . . . . + . ::.......::.:.:.:... .: ..., � :; e i t f; ., 1 . 3 3 f I ' ! � � — 3 :3 ; • � � , . [3 ., � . � � i , <� � , � Ar hl c t ts ( � Y ' (+ 4 � . s� , . .. '� , �, . ; ;::� .y , .. ; , �: . <i , •. . ; , .. , . :. . :. ., :; : ; a ;:; : ' r . ; �i r , , ' : , „ :. : . , , . .: ., : . . � , . : ; ; :? ;'3 � . .... :: . .. . . . :. : . . : .. .. . .: .. . ^ ...... .... ..........::::........::.:»:::<»»»»».::...: �:.:»»> .... > .. ..... . . ., . > ��.. ... n....� ............................................. . ... ........... ..............a.....«.....�.�...�....v .�.. .... .,�..�...��...�� - ,�.. �.. ..� ��� � . ... . . . ...............� ...w..«....... ...� ..�............ �� �.. . � ,�..�..�,...� E ... �............�.....�.... ....� ... ...... .... ...�.w. �.�.. �.. .,.�....�.. w�.�.�..�.... .�. V..����.............� .... ... ...... . ___- ___ ...........� .....�......... ... ... ... .............. ... � .�. ..�.�..,� .�.�--.......... .. ......�... ... .� ...�.....�..�...�.....�.�.�............ ...,..�.. s..� ... .,-,--.- ............:......... ... ,............_.........::::. ............,...,....... ... .............................�.....,..,yt............. ... ............,.......................,... .............. ... .............. . ..,... , '`''''j ^.�...^..w , . , . , :... ., . . �................... .... ............ ..............,.........,...:........... �,.,..............................: ... .�........ .w.......�....«.. .................. � :. . y .,. .....................: ... .a--...._.__.� _ : ::: . . i� :! [: .. 'i. i''. :. :. 'i :; .� ., , ;i ..... .�. ............�.� .... ...�....�..�,.......�.�.......���.....�.......�..�..� .... .. . ....�,w.������� A ........ , 3 .� . I �y .. Y . . . , n .. . SS . ...._....��____...................................... A � :--�� ;'�i,......,+. . s . €j _ 0. ' .. . . . � : .: :. .: . � . : .: i: [i .j " ' 't ' " :. f : ; + t ` '� � : : :: ; : .i :: .: . :: : :y �:{ , n . . .,.::.:...F.,..:. . ,,.. , . .. , #: � [£ <; . i3 i r� . _ .. _ _.. . p ki i. C Y p ^i r . . ; �i, � ¢ t � r r � it` i , , z d . � . . � � , . : . ; z ' " :: ` q % '. :? :. < .: . � : ii . :: .. . �. 2 . f > .S � ( i '.� : .. i� : . 2 ., :: . ..... . _....,.... : . . .. „ . ., ' Q ...::::::::. .::::. :. :Ji: �� . 3 i: ; � :1 i :: :_. : 1 2 " ".,y .3 : I � ....3 , �: � � .t { �.. .: ; ;.:: :• t , r »»...... . '� . , . ....... i . . �� { :! , ; . . . . .. . : . .. .. .. . . .,.... � . . :3 . #: z .m �. �. m. .� . �. �. �. .� .� .� ,.>. .� � ..................�.... �„ ..� �..,. .� �. .� .... ,� .� .....,� .� �` `.?�.�. �. �� � �. �. .� .�.,. m, m. ...�_..............�.... ,� ...... �. �, � .......................�� .�� �..... `....................� � �.,,.. � �::.�..�, � ,.......,...�,,. .�,.................... ' 3 �� �3 230 BL 1 AKE ST TE #100 > f. , S �:j `< `, } # � �.�... d f: DENVER COL RAD 80205 z � � ;'i� { 9 ii i 3 „ ., , .. ,. .� F ,. , a t` r;l::> i � , ; , , :> > , : • ' e ' � . : .: :: ' �.. .., . . s '�:i::i::o . .. . . ' �:. � �� , i:? ......... . . . ... ... ... .. .. . ... . . . . . .. . . . . .. .. .. ... . . . . .... . . . . . . . . . . .. . . . :5 ,.,.3: »"::,,,.,,,. ... ,,,, ... .. . ... ... ., � . > ; .: .::....:.: ,.:::::::;,,,,..<:::... ... :... .: ... :... .:::.. ,.,::: .:.,: ,.. :::..:...,.:.;,, ; ,,.;,.:<...:::::,;;:;;< <,, .: <.:. .::,.::.:::::::::.::::.:. .:. .. .::::«::,::::.:�::..::;.,..: .. ,.::::.:....:. .. . ..... ..,,.......... ,. . .........,............,....,.....,.,.. ......,............ ...........,.,..,.«�;::.. . ..... .... .... .........,.. . . ...........,............ ...... _ - - --.. .. ....... . - - -�- . 303 86 , � : < ,,,,,, ,,,,,,,, ,<,. .... ..,,.,,,,,,,,.,.,....,,.,...,,,,,,,,,.;::.,...«.:::.:.....,...,..., . ;. ` €- 1 8555 F 303 861 3027 <. ,. , �..;.. :. .. : . ,;: ,,.,. .,, ; >: ; ;a .. . . . ,. >. , . ; . ., � , : . . , . ;,,,,,,,,,,,,,,,, ,. < < ,.,,,,,,.,,<.,. < .,,,,,.,,,,,,,,,..... .,.,<.,..... _. . ....:. .. , : , , , > . : , : €: - < _ . , : : :: .; • • , : , . ; f i � s ; �_, � , f : 0225 MAIN STREET NIT 101 � :x � U C <; z � . i.i:>� � . EDWARDS L RAD 8163 , , CO O O 2 , , , 3 � . �. € � .�. � ; ; � <:`�,. _ � . ..... ; � , ':: ' .. _:.::..::::::.::.......:::::.... .. ,..,.., 970 926 8960 F 970 926 8961 » ..,..:: : .. . ..... .:. ..:».:. ... . ... :.. ... . .... .. . ..:.»::.::.::.:.. . :. ,,.,..». „ ,....... ... . �, ,:::.,.: .> . ,. ..»» , ,,.,....... .. . ... . . . .... .. . . ........ .. . .....»..»...».. , ... ... ........ .,».......... , < ; > s? ,: . .. �. .. .: r e � : > > 3 �. ..... .. . . .. , 2 ` . . . � Y ....... » . »......... ... .. . a:.::.':. :�::::::.:::::::.:.::.::. :.::.::.::..::: .:::�::::::::::.:...:: .::::.:..:.::.:..:. . .. ... .: . .. .. . r .. .: � .. .. ; >:::. ::. .. , . 1 z . 4 I : 3 • 1 � i �:::. . . .: .: . ;: . ; .: � , z : >: � . ; , . ; . `. :; , { . i' '.. ,.. O . : S � ) :: [. .{ :: 2 : ' ::: �5 , ��F:.. P 1 _. , ; , . .. � - S 3 5 .� � : : : ; . _ ; , : . , � , . : . : : .. , , .. : . , : . , . . . . :: .. .. ._ . ; , � z : � . ,. . :. ..:. .. � t �. . _ ,�.._�...._.w.___ � _ .�. .�.,........__.._ _ _.�... ... �.�: .. .�.. _ �..�.....: �. _ _.�..�...�.�;M�. w, �.�.�.._� .�m _ _ __ _ _. _ .�....�.�..._.___.�.. _ _ __�__._ _ __�..�... ... ... ... � _ __.._.... M _ _ _________ n �... �. _ .�...�............ _ _ ._..... _�.��.......... ... ____._. _ _ ,: � m ��.�._..�._ �. �...�.� �.. m ...�... . __............�.V_... ... .....�....;_.�..._.�...�..... ...� _ _�....�.�. � ,�..�.... � .: � . �. � � ; , . . : , .. . .: : , . , ._ , � ., . � : , . � , � , . : : , ; : . . . - , . ; , , ____��.. � . �. , . :. . . . ; .. . ,. ,, : :. .. .. . .. . , : :: . : ,: , : . � P 3 14 ; :. �. ; < _ ' , , `�:. €, , , , . , , ; , <: .. , , ;. .; .. , , ,. _ , , , .; . .. �, ,_ , ; >: , ,:.: ; .::. ; T � ; ; . , . ; ,,.. , ;: ; , . } , , ,. . ;. t :'s �: • ; ,. [: >.:, _• .r :.: . � _ . � ... . P; � _. , E ., : _ , . .. ,. . , . . . :. : �. ; .. . :.. � :: . : �,.... �:: ,.. ,. i. . .. . . . . <' ,: .. � c. ;. ; ::. �: � � .� . :. ., ,. .. :, � . '' <:g 1 i� ., . ....... . .. . ... .. ..... .... ........ . ; E .: .: .i .: :.. . .: . . : .. :. � .: ;. , .: :. .. ; ; r P 1 : . . , � g : s E :' 3 .: .. :; � .. E:: , ' � r ' 3 I 1 I I E . . # i:? ,.. SP � 12 �: . ; :. .: , .. . . .; _ . : : ;. ..:., ; .. ; " , ; .. - . .: : : � ; � � ` . ; _ _ � ' , . :, _ = t � SP3 17 = � i SP3 1 , � _ , _ � _ _ « � � � � � � � : e 3 , , , : SP3 :: 11 � � , ; � } € � � t � # � : . , . _ � , , . ..: . . , , �_:.:. , y ( � .,:. ' :. $ � � ) , : . . .. ... ..... . ... ... . .. .. .. .. .. .. .. .. ... ... . . ..... . . n .. '.: i � < .� . p/i.. . ....... ... .............p�. n ... i . , l � . . ., n . . .n. . . . . .. il . 3. . p n [., 5 = ...i.�£>> r r r � . ..... . ... w.. :. . .... .rc�.. .. :.. ' »::. �':::. .. .ti:.i;:.�:::...:..::... .... � P ,� , �.� � i . :. ..: � . »::::::: . . . �. , � ; .. . , . :.. : ... .... .. »». . . _ m __ .. . .�._�.._. m ...�..�.. _ .� _ _..� �..�...�... _ _ �.�...._ � ��..m.�___ � _ _ � m �.....�__ m �� _ _ _ _ _ _ _ _ �.....�_.�.... _ _ � _ _ .� m _ � m �..... .�.....� � � ..::::::.: : :: :: . ... �.. . .�..�...�..... _,�......� � � � , # „ , _... P.�_....-...�_� ,...-.� f _..��......� # �...� ` �A ;.� , .,-� _ _ � � � P 'x S 3 20 _ , .:.-� � � _; Structural ; : � . _ � � . ; . Consultants � ::: : . . � : : _ .. . , . . : ... . : �; - ; : � - ; ; : � � ::� �- , , # � � 3 � E , � , r , Incorporated Y I =• � , ; � 3400 E Bayaud Avenue #300 *:. ; Denver, Colorado 80209 , ;> .��' :. r ( 303) 399 - 5154, FAX ( 303) 333- 9501 _> .,. <. �. : ° •;.� s Y — € :> Emad InfoC�sci denver com .. > . � � � �: _ : �.> . . . > .... � _ �...... _ :.......... _ . ......�. - >� ;� _ _ -- - _ _ _ _ _ _ . _ _ - - - -- � � _ -� -� - ..... - -�-� � --- _ _ _ _ W -- - � � �� � .....-. -- -- - . ... .... .. ...... _ ........... � ..W _ , _ _:: -...�,.,..�W . _ . -- — . .: �- - � • - � -� -�-� � �� -�-- -� t i -�•-�������; - u -` ,. , .,.. - ° > _, ,. ; p , �....�.� - .�.:�.....: . � :;....W, :y .. � _ �� �o� N moer u4 i �si � '3 E g '> ` � . . 3 . : � f i 3 3 � %'s , _ :a ii = � � �Y":� . ; :,"�,. ., r. i%' ' .. : � ; ; : " .>, , :; '' _ ; t ISSUE/REVISION DATE NO -. >: ; : � < > >: � >. ,:: � ' , <z ,;.: , , , ,; € � 1 _ i € ' ; �``':> � >: r ... ... .. ... ; :. , <` < .. . E� :. .;, ':' :.'' E; "� 3 d # I 3 f 3 3 E E 3 1 ����' ,.., ^s 3 '' ;� ° • �� ==° "'` ' � CD PERMIT SET 01 OCT07 � , ».» ; ? .�� ' � '"`<.... . <: .> P° � � ""� 3� 2 2 � _ � ;; ». .. »»..».... ..... _.. _ ..,. ,_.,.�..____� _ m _m. . _ _.�_.. ...._.._ � �.._......_...._._�__� ___ _ ____________,__�___�...�.. _. �. ___�.�.... �. ..,�.._,__ _ ..�.__�.._._.�.__�_�___ ., ___�.._�_ _. __�....�...__...�.._______ _ __�.�____,_ _ .�___�.__________�_w �_ ____ __ .�._..._.._.....n..r.� � . ..�...�.._ . __ _ _ �.�,.�,�m,,,...�_.�. r,r �. .�......._.�..........� _ _m.�...,.�...r _ ..�.�..�..,. ��. m m.� � ..,.m.�.r.m...�.�. ..... � �__,,,_ ______ _ __ _ �. �,� . �. �� _ _....m..�...� ., .�.w � _ �.�...�..�....�..... .:: - .:.... .....:..::.... �...........�....,_... . . .: . .. .,::::::::::: ............... �.�...� ... ;..... ._. .... �. �.. . . _ �� �� �.___�_a � �S P,�8 ;-... P 3 q imm :.,� � -,:: � STRUCTURAL CDS 01 NOV07 � SP3 21 � � TOV RESPONSE 12DEC07 Qj ;. , � i : <. A ::: . ..:..::.. .... . .. :..:.::::. .. . ,. :,. . . .: <::, ; � �:.::::. .:. ,: ,:,::::.;� :.. .:.:::::. . .> . .:...:.,:,....::,,:::,,,>:... .:.:,> .: ... .>,..:>..».:>:�. , f ;: ' � � � ( ; � � } ' TOV RESPONSE 11FEB08 Q � 3 >;' I 3 3 £ 3 F 3 3 E I 3 i ? i z � '� �� � ( � � � � � � ,. 3 . .......... ......>.>......i >,->:>:: .,�,� '4r.,..».,..»„�...,.n .»,�,a � . ...... .... .. ...... .. . z"n y„'; � ... .. � >... .. ... . ... ..... .... ... . ,, _ _ : � : -� .. sP � � WORK POINT COORDINATE SCNEDU � E LEVE � 3 � :,. 2 . ... . � �: :: . � : � P3 3 ;. :: - . ...: : .. , . , E � . :.:.,:;� ,.:..:::....r::.,..::::.. , : ' � " . , �" 3 1 _ t < i _ f . . ,.. 3 i , } :..,::�•. ... :.;.r; _ � . .:. . ::.:.: .:. . .. . .,.:.:.,;..,...,.w... _ �.. m-,._�.�..,�....._.,,.�..,�� �., a...; �..w...........�.z..,_.. _., . . . . . . .. . �., .......�.,_ _�_�....�......,_,_.�._„ ._.. ._..,.., � . ,: i >: WORK POINT GRID LOCATION NORTH COORDINATE EAST COORDINATE WORK POINT GRID LOCATION NORTI-1 COORDINATE EAST COORDINATE ��-°���--�- -�---. - -°-�� -- °�°°--;�-°-°°-�. ° --°�_���`�°°°`�� .' �"`�°µ,.`�,.,,�°'��'.�_°,.°�"�-�- -' °�.--`�°`� ,_,�"�'�"`°`�., �' `�"�'„,�"�"�"„�'.,,.-°�"�'�'- '�j � ��"°�f, ,',�: .°�mm° °. °�„",-;':°.�.---�--.-°°-�- - : .-��°-�-°�;�°°-�°�°�-°-M<°�� - �-.°---�°�°-�--- �------. � ; ° S P 3 6 �_ �. _ __ .�.,,�.. _ m��m.,,�m. m ..��r �........�.,.._..... _ � , _ � _ � SP3 1 POINT OF BEGINNfNG - - SP3 15 - 165236 171281 � , , €; " SP3 2 - 77 858' 76 042' SP3 16 - 166 437' 232115' <: ; :> ... ... .:.. :.: :.: _ � ' ' SP3 3 - 83 671 77 760 SP3 17 - 154 371 263 948 ' ` ,..�:::::...., _; � ;t' ,.... ,.. ,, : � ' F > ° ,� {, ' ; ' ' SP3 4 - 83 421 78 717 SP3 18 - 156 87q 265 241 ; � _ € �V", ; ' . , .,,'' � � 6 � ,,.��'` ;, ��p R I STF�F � > _ • • • . . �� � SP3 5 86 q84 79 647 SP3 iq 145 996 282 730 j � ' O� ; ••, O .�:.::...�.. �; :...::..»,. . ...... »....... . .. ... .. , . .. ... yF . .. :: 3 „ ,: 3 � '.. , p . . : ...... .. .::. .::............. ........... .. . . .. ... ., ' . . � : . V • l . ' SP3 6 - 109 210 8q 302 SP3 20 - 143 723 281 056' � ` .. , � . 350�0 . SP3 7 - 110 536 87,251 SP3 21 - 124 722 302 058 i � � : :�c� ' � - - � � � A �•. .•' � SP3 8 125.764 98,923 SP3 22 126 624 ' 304 165' € � ���FSSIONa��'�� 2 -� 'Og E I 3 9 3 ! i 3 6 i : � . ...... � � - - � , • €: ; :; ; >: ` ° �......_ _ _ _ � .::;<;«<.::,:<:,...::..:::. ::.:,,..::..;>;,.� .::, ,.:. .... .. .: . ........... . ;�:; <:. ...:.;> _ _ _ . _ _ _ �... 4 1 11 1 1 . _ W - - - - -- ---- - � � � � W _ - - . SP3 9 12 ,O 8 100857 SP3 23 0.06 3 6,860 � .-.-..:...... ....�..;, -- " ` SP3 10 - 144 ,086 123.03G SP3 24 - 108 502 314 474 � SP3 25 " ; : , . ,, , .., - � SP 3 4 j SP3 11 - 146177 121 , 499 SP3 25 - 85 434 326.629 � � ,�...,.:: .:. :. - - - - � , P3 ... ::� �� � � ` � ; � SP3 12 - 156J85 137 582 � � :.... :.. ...... ..E.,.,. :. ..:...::.,n:.>;�e•.. E ° ' ' ' ' SP3 13 - 153 815' 138,804 ' - - - - ' ` ' ` ' � � ': ' : , _ ..�P 3�.....2............... _ �. �� m m .�.�.... � _ m �____ _ �_�.......�...m�.......�...�... � �. - - - - - _� � ��..... _ _ m �..�......._��....�...�.,.� _ �......�......�....m _ ..�..m�.��.�m...�... _ �.��� _ ��...................... � � -�-��--.—�-. �- -�m �< SP3 14 163 629' 164 695' ; � i ��� ; «..,,..,.,..,. �� NOTES ' � � > -: ;>::. ::.:::::... : « ..... � ,� 1 . � SPl 1 IS TNE POINT OF BEGINNING SNOWN ON CIVIL DRAWINGS INDICATED AS 1 ,310,006,12 NORTN, 3,141 ,040.67 EAST � - � � 2 WORK POINTS ARE GRIDLINE LOCATIONS UNLESS NOTED OTNERWISE j . - , - � � � E ., 9 f 1 3 i 4 3 : # � . : � � � � � � �a ..,». .. .. »................ . . `� � � . .. ... . . . . : '. . . ,,, .,�..,..,,�.,�.,,.• , ,,.,.,... _ ` , � � � � , � ` ' , � > l I � � I � � , ::: ; ` � J E ' ;1 � 4 3 1 i i i E 1 I E E 1 # E # ' ' I ' ' „ , .. 1...... ,,,» ; � ° E W � :.. . ., . , , : � : = a , .. � : ..: . . ....... � i � � ti � : . , , — . . .. » ...� . . . : . .. .: ;; � _ .F � �. �.. � m .�..�....�..�....�._-______ __ ��..�...;�...�.�.._.___ __ __�__ _ �.____ _...._. _ _�.�......�.. V.. �.....�___�_______ _ _�. _.�.�...��... �.. .�....._._..___....._.._.. ... �._..._.�......_ _ �...�...�...� _ �...._...� _ _ �. �._._......�.._ _ _ _ .�.. _ �.�.______ _ _ _ _�...._____..______ _ �.....�... �. _ �._�. _ _.��..� �. _ �..�.......� �. _ _..__....�... ... ... _�.. �. ___.____ � _ _�__ 0 r- � ; � � o0 Et [ 3 9 3 € � § 1 i E t 3 1 E d � »» .»... E �� ......... ...... � � O . o:r... ::..::,:..!.:r.:::.�:��...r:...::.:r.: ;;;;;: ..:::..:....::::.:: �: � O � � oo � :mm ��.. �_� ..�.�.._.� _ .__ � �..._� _ �._�...� _ .� _ _ _ �_ �.. _ �_�... m ��____�.. M _�..�_ �... _ _�... �... m �.� _ mm�__ .� �__...�.. m __.�_�_�..._ _ _ �.... � �...�.. _ �.....��... _ � _ . _ . �.....� _. � m �._�.� � ...�_�.�.�.��..._�. _ .�_ _ _ �.� �. �.....__ _ ___...�_.�.. _ .�_ _�_ _ ...�_.�...... �C o .. . , � Q � , _ �.... �.......... ��........._ �.. �........._ . . .. � � � � w € 3 3 1 3 F I E 3 1 E # 3 3 E 3 � O � ` _. . . ...... ..:::. ::: .. ' � � � � _ _ .. � F- O O � � � � _ � � � � c� c� � _ � � � � Q � � E :' ;:. d 3 ! § t 1 i I d E I 3 9 E 3 � `/ / �:,: ,: «.:.. :.::..:..:.� ::.;� :: :................ .... ....... ......, � E:': � ' � ; _ > , .. ,. ,. ,. ,. ,. ; , e::...:. ::..:::::. ..<:»<.x.::::;;::;:., . :: .... '.....:.,,,x ..:....., ::. . � � � . � � � 3z � � � � i � � ; i � � . . . , , .. __ � � � . � � � ? € d ! 3 1 £ d ! 1 3 E £ ! d f 4 O � . . . ; � � � � � � � � � � � � � � � REVIEWED BY � SP3 1 MAR 2 8 008 POINT oF E LEVEL 3 SLAB COO � DINATE PLAN ,8-=, �-o� �� . I I NOTES SAFEbuiit Colorado � Z ...�.�. ....... - -.--.---.—�.. ......� _ �..�.�..._� � .._...�..w---.�.�---..-- _ .�._....- .. ----- _-.�..- — � -. - - 1 SP3'X' INDICATES WORK POINT FOR LAYOUT OF STRAIGNT AND CURVING SLAB EDGE F . LEVEL 3 SLAB Y F L PLOTTED MAR � CHK'D BY JRB E / COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 2 3 4 SHEET NUMBER � _ � � 5 ■ Oj D P A PROJECT # 06232 00 SCI PROJECT # 04- 187 , . ., , , , , . / ,. ? PENETI� ATION SCNEDUI. E PENET � ATION SCNEDULE SIZE DIM. FROM REIf�ORGING SIZE DIM. FROM REIf�ORCING � MARK y� x HT. T.O.S. TO � UN.O. Y/N MA'� W X HT. T.O.S. TO �, U.N.O. Y/N � OF PENETRATION � OF PENETRATION A 18' x 18' 18' N BO 9' x 11 ' 83/a ' N i RE; PLAN ' RE; PLAN ( FOR LOCATION I FOR LOGATION . , B 23' x 19' 19' N BP 9' � 12' Y b PLATE � � - � � ' • - � Archit ts C 14 x18 18 N BQ 14 x � � ' q N I RE� PLAN AND SCNEDULE I RE� PLAN AND SCHEDULE , � FOR PENETRATION SIZE i FOR PENETRATION SIZE TYP. AT STIFF. PLATE TO STEEL BEAM D 20' x20' 18' N BR 16' x12" 15' Y� � pF PENETRATION STEEL BEAM � OF PENETRATION STEEL BEAM TW WEB (WELD ENTIRE RE� PLAN i RE� PLAN AVAILABLE LENGTI-I) r E 18' x 11 ' 12' N BS q' x it ` 83/a ' Y REQUIRED GAP BETWEEN TOP OF OPENING AND STIFF. 2 STIFF. PLATES PER SIDE TOP F 12' � 12' N BT 12' x 9' q' y � � � �. ,P TW + �, PLATE AND BOTTOM; MATCN BEAM Fy . � . 2301 BLAKE ST., STE #100 _ �� DENVER, COLORADO 80205 G 6%z' � 18' N BU 10' x 10' 7 �i6' Y Q � � � � � 303 861 8555 F.303 861 3027 �T PLAT � 0225 MAIN STREET UNIT C101 N 18' X 18' 18' Y BV 15' x 11 ' 9' Y = W 9 0 926 8960 F� 9�70 9 6 896632 � U J 23' x 19' 19' Q Y BW 14 ' x 11 ' 9' Y � W W �c K 14' x 18' 18' Y BX 15' x q' 8' Y� Q 6' W 6' L 20' x 20' 20' 2 Y BY 9' x 9' 9Yz' N STIFF. PLATE LENGTH M 18' x 11 ' 12' Y BZ 15' X 9' 9' Y N t2' � t2- Y ca � s• x � o• q• Y � � TYPICAL PENETRATION DETAIL rv-rs REINFORCE PENETRATION DETAIL N-rs 2 TW P 18' x � g• 15Yi' N CB 10'� 7 �ifi' Y VERTICAL AND HORZONTAL R 12' � 11 %Z' N CC 14' X 10' 12' Y� Qg STEEL BEAM STIFFENER PLATE AS RE PLAN 51-IOWN, EACH SIDE OF WEB - 5 18' x � � • 9' N CD 18' x 15' 12' N L RE� PLAN tructural T 18' xll ' 9' Y GE 9' x9' 9' N Q Consul tan ts � Incorporated U 12: x12: 83/4: N GF 9' xq• 9' Y Q 3400 E. Bayaud Avenue #300 1 '-O' V 1 = � 1 � 8 '�y Y GG 7' >< 7• 'l- N Denver, Colorado 80209 �3U3) 3yy- 5154, f AX �3U3) 333- y5U1 y� Emad InfoC�sci—denver com W 18' x 12� 8 3I4 ' N CN 8' X 8' 9' N SCI Job Number: 04- 187 X 18' x � 2' 83/4' Y GI 6' x 6' q' N HORIZONTAL ISSUE/REVISION DATE NO . ST I FFENERS CCD #26 07MAY08 Q Y 18' x 11 ' 9Ys' N C.1 7' x 7' 9' Y � Q Q CCD #27 15MAY08 4 Z 18' x � � ' qYz' Y GK 7' x 11 ' 9' N VERTICAL CCD #28 29MAY08 FOR W365P, W40SP, AND W40 SHAPES STIFFENERS Q Q5 TW = %2' VERTICAL STIFFENER - 1 ' x3' HORZONTAL STIFFENER - 1 ' x5' AA 11 ' � 8 %2' N CL 7' x 11 ' 9' Y FOR W36 SNAPES, AND W30 SHAPES CCD #31 09JUN08 Q TW = 3/8' V E R T I G A L S T I F F E N E R - 3/a' x 2' H O R Z O N T A L S T I F F E N E R - 3/a' x 4' 6 " AB 11 ' � 8 %z' Y FOR W18 SHAPES CCD #33 19JUN08 Q TW = %a' VERTICAL STIFFENER - 5/6' x2' NORZONTAL STIFFENER - 5/�6' x2- � FOR W24 SHAPES CCD #38 25JUN08 Qg . AC 5 �' � 6' Y TW = 5/6' VERTICAL STIFFENER - 3�' x3' NORZONTAL STIFFENER - 3/e' x3' IF VERTIGAL LOCATION OF PENETRATION PREVENTS I-IORIZONTAL CCD #34 17JUL08 Qq AD 9' � 7Yz' N NOTES STIFFENERS, SEE DETAIL 4 � ' RE 1/S1 .09 FOR TYPICAL REINFORCED PENETRATION DETAIL. CONSTRUCTION DOCUMENTS 08AUG08 AE 18' x12' 20' N 2. RE� 2/51 ,09 FOR REINFORCED PENETRATION � SPECIAL 12EfNF. 3I4'=1 '-O' w 3/a '=1 '-O' � 3 DIM FROM T.O.S. TO � OF PENETRATION NOT FOLLOWING ABOVE SCNEDULE �• CCD #41 18AUG08 AF 18' xi2• Zp- Y MARKED WITN (##') ON PLAN. TOV UPDATE SET 10SEP08 4. FOR OPENING TYPE 'AC', PROVIDE 2 I-I.A.S GENTERED ABOVE TNE AG 24' x 20' 20' Y� OPENING �. Q 5. � SPECIAL REINFORCING DETAIL REQUIRED. (APPLY AT ALL W36SP AND W40SP PENETRATIONS ) AH � t - � 20• Y � ��p,DO RE�js � . . . . . . AI 6' � 20' Y O}••' ROY ���: 4 V :��eN e,y •. 9� AJ , 2- x , 2� , 6. N LEVEL 1 WEB REINFQ � CEMENT ,2 S BELOWE o �. m: . . . . BEAM THIGKNE55 WIDTH WELD SIZE ���" ���,�'Q F •• . . . .• •G�� AK 12' X 12' 16' Y SIZE T PLATE b PLATE TW �ONAL E� oct'- l0- og � 2 �4� 2• 3�6� � � AL 18' x 12' 12' N 1 %a' x 5' STIFFENER PLATES _ AM 18' x12' g �ja• N W16 �a' 2�a' 3�16� � GRADE OAEX�TENDHPLATE 1 '-O' BEYOND OPENING AT W18 %a' 2%a ' 3/�e' EITNER END AN 12' X 12� 83I4' Y W24 3/a� 3' %a' AO 6' � 9' Y W2� 3�8 3 �/4� � AP 18' x 12' 12' Y W30 %2' 4' �jb• 3 AQ 18' x 12' 12' N W 36 %2" 4 ' �6' AR 12' x 12' 12' Y W40 3/a ' S' 3ifi' � AS 18' x 18' 20' Y NOTES� 3�4 �_� '-�� � AT 12' xt2' 20' Y 1 . SCHEDULE FOR STIFF. PLATE REINFORCEMENT. NOTES� J AU 18' x12' Q 20' Y � 1 . IF AGCESS PRECLUDES USE OF DOUBLE FILLET W SHOWN, USE 1 SIDE CJP WELD. � � AV 14' x 14' 20' Y � � w � � � AW 5' � 20' N Q r � � � AX 6' � 9' Y � > O � > O AY 7' � 6Yz' N � O Q � . Q � � � AZ 7 � 6Yz' Y � � � � 1..1� BA 14' x 9' 9' N � � W O W • gB , 4• xq• Q• Y� � � �— O � � �~nU � BC � Z� x � � � 83I4� N � �/ �/ BD 12' x11 � 83I4' Y � � � W J Q � BE 9' � 14' N � � � BF 9' � 14' Y � � r � BG 9' � 7Yz' N J O BH 9' � 7y2' Y � B I 18' x 16' 16' Y� � .� : _ �-- , m� � `� "� � y,�� BJ 19' x 16' 16' Y� c � _ � � � � n v _ f__� � � '�^ „�.1 � � q � � � `� � �-� E � � 4 BK 19' x 15' 16' Y� � � s _ _ _ vy _ .� . ^ ' �� e � _ ��. + � ` ' `- , e..— � �" `_ ' — ..a.�. �,.._..�,._.� BL 18' x 12' 16' N � BM 18' X 12' 16' Y � � BN 9' � 83I4 ' N � M PENETRATION O° NOTES� � � ' RE� 1/S1 .09 FOR TYPICAL REINFORCED PENETRATfON DETAIL SCHEDULES � 2, RE� 2/S1 .09 FOR REINFORCED PENETRATION. � � 3. DIM. FROM T.O.S. TO � OF PENETRATION NOT FOLLOWING ABOVE SCNEDULE AN D DETAI LS o MARKED WITH (##') ON PLAN � �, 4. FOR OPENING TYPE 'AC', PROVIDE 2 H A.S. CENTERED ABOVE TNE � OPENING �. � 4 5. � SPECIAL REINFORCING DETAIL REQUIRED. 4 (APPLY AT ALL W36SP AND W40SP PENETRATIONS.) 0 a, . PLOTTED MAR 0 � � CHK'D BY JRB w � aCOPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � p SHEETNUMBER J Q � LL � Z ` � ■ O � D . P .A. PROJECT # 06232 . 00 � ^ � SCI PROJECT # 04- 187 N .n 0 � � LL \ \ _ \ �� � 3 � 4 9 b s 8 9 iO ■ R2 d �e 6 �6 rl g � � � �t sS �4 m ffi 2► � - wes.a.i. a�a�� �,� auo m c¢o a-�3i �c-r taW: �a2r tr-T1C s� s� ia-o avr. 14�t�C a�i e�ao7i tQ sr tt�Yi t�'a9s v�toi 6-�i �s-7Y-. is-a�P ?�TC aaa� �a-r wa'i' zr-�c �s-a": t9'-tlS �S-slfi r-*r r�io to r,¢o \ 0 y„ �GC O!' WIT 2t'-97P 1 11 -41fi 30Z�29j' q� I'-G m�L Or W7 � fl \ o $ ' � � � � � i � � � � � � � � � r � � � � � � � � i � i � � �i � y T8+4 78'�6' 7 75-6• A � - - - - - F - - - - - - F - - - - h - - - - � � 4 � �j , � � a � � � � � � � � � � � � � � � a � � � � � � � � � � � � � � i � � � � � � - . � r a � . . � QC'Chlt tS � 7 0 TM1Q � � � 7TC7 7A• �� � 74=0` '� ti 1 1 / 1 / 1 � � � 1 1 1 1 � � � 1 1 t � � 1 1 1 � 1 ! 1 1 � �T � '� 4 GG 4 QG 4 OG ■ 4 OL � � � � � � � _ � � � � � � ' � � � � ' ��� � t� � � 3V��7AI � r 4 ' ' , , ' ' �r or, , ` I .��'� ' • • , � • ' , , , , � , , � °` , , ' �°` + ' ` � 2301 BLAKE ST., STE. #100 � , �w _ -s ' �- '�' "� 0 � ►ecx PR '� s � � � 4cr � 9 3N 67 8�55 F�.3Q3 8613027 ' � � � , , � � � � ��� � �� � � �s� d225 MAIN STREET . UNII' C101 - S�, 78'-e. � � �i � � � � � r � � � � � C � � .. � ` � � ' � � ' � � ' � � � � - �r ' Z � 7d`D� 4 E�WARDS, COLORADO 84fi32 a-c � �cu �r � � E r�_ �_�M_ __� ° �� 970.926 8960 F.97Q.926 8961 M � � � , � � - i � � �T!c!' i r � no e � a�'aor►�°1arur� � � � � � i , , , � � Q � j � �� � � - � i� 6' QG �Fd'2AMT10N i i `� / r �'0 � �� s nc ■ i � �� � D _ _ - � &Q AIAT � � � - � [ � � � i � � � � � •• � - ' r - � � � IP aG � � � � _ � - � ^ � � ■ ' � _ _ � - � � 6LAP PIT 1 � l� � � � � � �S Y ROGC CR FACS OP �'� 1'°u I.ECH 1 f � b �a . Q• ��� no • ��� nra iasa�ooF _N_--rr � � AuoA� 1 �9 a LM�� � ��J ~ 0 s ac �gpy� fC GG r ac. 1 1 r----- ---� �ac r— ------i t� � - - '� - - ' - _ � ' _ _ J _ � � 1 L—J b s-s �o� ac ��--�a---- � 1 - - - - - - - � � � - 1 1 - - - � � Z 1 1 u-�. � 5� � -�-- b � L p a ' _ ' - ' � ' - ' � L.�� ...� � LM _._M�_.J � .'d o �v ?s4' ' ' ' - ' ' ' P � � �+ � �� � � av �r.R°�raa� Tcvsx � . aq,y ax�nss 7Tiw °o�.c. ' rsraw�ri � c�`a.ar��"�"i� s�or� O � � � � � � i � � � � � � � � ■ AoN _ _ ,*�+�"T1CN_ (_ .� �o g .�' - � � P _ OP HLP - � — - - �\ x 7i-C' �AC�IOt �•— 4'iT ST-2 <'-C 6B'�' - _ _ _ 32"-83C _ 4'4 ! _ � •• � ' � � L.y`� { m �.-0„ I�YqppApTlO,� � �� ..........��...I e � O • 74-Q 1 [ Q 1 1 f / 1 1 � � �_ � b � � � � � � � � � t � i � � � � � � � r � m � 'f � � � - .. �v V ra� 7 � 6 � � q i4o tt�' Q6 �'� Y 7S4 �p � = 4 � � , Ry NCT�." Structurai � 6 I�+ � FC1�i 74-C 3'J�4 ' IS-0 + � nm�� � � � , toa w�c � � Consultants - _ � ! � Inccrporated � : — � � � ,,� � � � � - � E 3400 E. Bayaud Avenue 3Q0 � � � � � c � � � � � � � r � � � � � � ! � � � IEC4t Ptt � _ � Jt r� � x ��T�+�- Denver, Colorado 8�209 .t ,� - - - ,.-z ' i z - --r--- - - - — - - - - - ( u�� � � r,�re `-- - - - � � (3Q3) 399- Ema I• Info�s03}den ercom� r � TM�� �.T � � � � ��� I � � � + ' I � - - - - � - - �— � � � k - - � SCI Job Number. 04-187 � ���� 'a s ��;�� � � � 1SSUE/REV(S10N DATE NO. b� aSER�CRNB� �9 • • 17 O.C: oN ccsla,N �� 7T-tr � � h ee�-aa'�e^�F 11FaAlAt7Qd � � qV CO�u.Mi � a � '�� ' ( , ,.,,_,,, � � !� Q 7h b � • � �� � d`J 67.O:A � � � L��...�... � � � � � � _ � � '��— sa b a �� �� � � + � � , , , � � CD PERMIT SET 010CT07 X r' � � � r � � � � �' � � � � � . 10'�GG � � � � � ' C O,.0 � 6� n L tl 12 FiC6.1 � � GG �'� a IC aL R m tP OG 1� GG � ia 6�' O�G � � ' " ' - - - - - - - - - - - - � � u S'fRUCTURAI. CDS b1NOV07 2 ( � - - - - - - � 12DEC07 � { ' ' ' ' ' ' ' ■ ' � � � � � � � � � ! � � � � � e , � � TOV RESPONSE N - - � - - - - - - ---f— - - - - - - - - - - - - � - - - - - - - - - p � ' � } "' 6 � " � ` +�+i���^ ►,vx r�ae rav�re � � TOV FOUNDATION SET 05FE$08 Q arnre irsra�unw r� �� �c+a so� Q b � � � ��n� � ��T b TOV RESRONSE 9 'iFEB08 g ' 1 1 1 � t � 1 1 � / 1 1 1 1 f 1 1 e t r IN'�i1.t0YlCN 6 4J Y� 1 1 ' e�cr � noomawL P � - - - - - - .. _ .. - - _ ..^'t'.-^.^..—_ z �A' i' 1 f ' � ' - � - � - - - - � - - ccD #2a 11APR�� Q � � � � � � � � � � � � � � � � � � � , ; � � � za-aK• � z<•{r � � � � � CCD #24 `� 23APR�8 Q � . � � - - - � aL •y • � ' •o . ' S2 �T m '� � $ � � n - � • � M TYO.0 � � � � i � � r t f � � � i f � � t � i � i � � � � i c � � � t � Q � � ��- - � � � � � � ' -�- ' � - � - - � � � ' - � - � � ' � � ' ' ' � � � � Q . � � � � � � � � i � � � � i � � � � � i � � r � � � ly a°oc. � ,I� � ,�ra� �„7v.ar a - - - l �'� � T � °w'� q � rr?r ta aG � ar ar I er-ar j er-cr , ' ` � 4 � , , , , , � , , . � � . , o �F $ - - ' - ' ' eT-C - ' ' s ' ' -�__ ' _ ' ' ' ' ' � , ' - ' - ' _ � ' ' ' ' ' - ' .. " 8 �rO.•' '�oYG'sTF9 �— � ac. ts ac. t ( � Cs�.• � L�4 . � t i � r � � t � � � � i � f �9 • � � � � � 1 «9 • � � � i � �i 1: y, � ■ tY GC. iT GG � � � � � ^ O� { � � � � r � � � i • - I ■ .o ��� ��'••....••'� � J _ - - - � � _ � _ , � _ , , _ � _ _ � - � - - , , , , , , , , , � _�_ , , � , . � , : Fss/ONAt�-�G ��� 7�a � > � � � � � � � rr r � �� � � � � � � � . � � a � r�.�.�� wrrsr � � � . � � � � � � � �� r.�rww ��r� s � as � a � � � � � � � � . � � � � . � � . � � n �� w � � �rrr s � � � � � � � a � � a � � � Mr s � � � � s � � � w �� � � ��CHi�f� S�2�0�6 � - � � �AATC.��.Y�L S2QS �IATCKtI� GT.flS � = rs� note t��rnte � � � � � � � � � � S R�AeaL� 1GR � '�3AI � '�52q � � Q i i � � i � � � i � � � � � ;.� tr � I ssomwa� I a- rra�n�rtaa •c �a-a� ■ �' � � � � � � � � , � � � � � � � � � � , g� � � � � � � � � � � � � � � � [�.� V - - �- - - -� - - - - - - - - - - - - f - - - - - - - - - � u _ v �a-a• 7scr w.iv� �! h � � ' v � �� � ��� �'��� �� � � � � . � XIO'-S • 1S GG, r.urwPn - a' �ruy � s CN� 1° aB ve� w c4ta�t b � � � � i � 1d�� � � � � i � � � �'�-' ON � � � � � � � � i �S � V � � .. � � � � � � � � � � ... � � � � � � � � .. � .. � .. � � � � � � .. � v ' ' _^ . � � �{y �p} 4�� I� � � b�V� A7 � WELEYN,LA/1�BpVC � � 75�6• 1 ��� ��• ' (--r-- � � � � � r r � � � i � � � i � � � � � � �.. . � a� ' �� ¢ ' a SAFEbulit Colorado p a � n i � � � • � -� U � � i ' _�� ' 1 0 1 � � � � � i � � i � � � � � � � � � � i � c n'G L...r. ..J � � ' U ` �I w g - - - - - - ---�— ---�------- - - , - - - - - - - - - - - - - --T------ - - - , - ` - - ` + - W . � ., LL � ' � i � � � � � � . � � � � , � , � � � � � � O , � s � � QA p � n � � � o.c o- g _ " " " ' - .. _ - - _ _ _ _ �� - - _ _ - � - - x �� � W �" � � � � � r � tcx • � � � � � i � � � � � � � � � � � e � � � � -z�. s� � Q r � _ a �a r+ �' �' � � _ - os��.c„ �a� � � � � � � � t 1 t � 1 � �i � 1 � � 1 t � r � t / 1 1 � 1 1 � 1 1 � l g ��. ��. s� 6� � � � � � o 0 , �.� ,� � ,�.�. � � � � , :;�� � �' � EAR9i Nf4Y ��� �9rIC�0 � 6 _ � � � T . ��w � � � � E�y{ t�Y ¢ � � � � � � t � � � � � � � i � � � � � � � ` � RU 61.OSA d � � � �e�ai Y � � _ � _ � � � _ � � � � � � _ ^ � _ � � � —_ � � :� � . a W I� exw r a � � '� � � t� r��s.] � i � � I n � i � � i � � � � � i � r i � � 6i� � � � � r � � k - � o 0 , � , , , , � , � � ' l 1 � � ,� � � � � � � � , ,� Z _ _ _ " ° Q. �� _ � � � � - - - � o � � � � - u� � � � � , . . , � , , , . , , , , , , , , . , , . , , , . � , � � Q �. ' ss � r ...� � � � d. � � , . , . , , , , , � , � , , , , , , . , , , , , , , , , ' � J I � I � C� � � � � � � � � � � � � i � � i i i � i � � � r � � � � ♦ ^ 307'14� ��/ � lDGB Cr WT C�:i 12-2 T�l 15-ilL' 4C-IG�'i P-0' �f2 OE YAT � GiaO TO C321D �i'$Tfi 1?-�J TtLSi 16-4 ff-7�C CC S3' id 4' a-4}"i 14-i� 2T�S1C 8-1CIi ]B 31('i 21 ^lY' Z3-iD£ t�iCP 5�i 13-T3i ISd�"s 6'-6'.i' 9=IC 14-T tY-P.i 27i� 16'-B�e l4i�T 13-'x' ri�' 6it0 l0 GRID � ��' 49Y-B7ri � z a a 6 6 � e v b � Q o a e �s n � � 'o a a a u � ss s� � �� A � P � O � � D Sub�ect to mspection and Compt;ance to all relevant Adopted Bi� dding and ��lunicipai Codes, Change i Plans MUS e a pro Date � �y Code _ Z00 � ,� - �AF�b� �lt Color�do .�..g.,�.�,,,�, GARAGE LEVEL PLAN � � C� � Q �I � B . � . MAT ELEVATI4NS ' G�► � �► GE L� VEL F�L �► N I� AN0 REINF� RCING y � � 0 / � � ■ ��� �I - ■ I T � \/ � � D �� INFD �CING Y6�-1���� � �� A 3 Looy I //� ` ^'^"�""°�+ ''n NOTES� TC�}VV� � � °�,�y"�,� r,� � , 1. SEE ENLARGED PLAN SHEETS 5202 TNRU 5206A FOl2 APPLlGABLE PLAN NOTES. � �� � 2. RE� 4 AND 5/54.01 FOR MAT CON57RUG7lON JOIN7 DETAILS. Q � PLOTTED MAR � � CHK`D BY JRB �`: '� 3. A'f MECHANIGAL PIT BLOCKOU7S, ENLAI2GE BASE OF OVER EXGAVATION TO PROVIDE Z'-0' MW. MAT THIGKNESS AT CORNERS OF OEPRESSION WITH SLOPED '�. `� SLOPED GONDITION AT BOTTOM OF MAT, j `� caprwcHr r� zoos aY nav�s P��, , , �n�cr� s ��__.�---.�, 2 3 , 4 SHEETNUMHER �� � , ,� 5 ` D. P .A. PR�JECT # 06232.00 � , SCI PROJECT # 04-187 I f _ - , • �- 4 � '� \ � = s a s e s a s o � a o 4 � �a n � 4 m � a ss �a � m �r � � 4 �� <Sl3' OYERALL a � GRO lU GitC 24�9• IQ S 741iP 16�4 1C-794 B� C-6' 70�' a'd�!'i l4�lY 2T�S�i 6-107j 18�5'r 2�''� 2Si9S iSi9� 53�i IS•7ifi 13'�NL' 6'-6'.� 9-10' 14i' 19-ITp T8-iQ 16'-6�i 14� LS-SY T-� �D TD G8p � � �. COI.lIA�K Z4'C' 6�iY'i ' G-Wi I64 S-7!i' 1 1Sil�lfi ?6-4 i3-B3Q 2M1SC 19'-1' 19'-1' lBi17� 23-19r 18'-IUi' t4-i' 14i' ZrilO' 13-7�'d S�l3C IR�-7Ir 6''9�'i' Z3'�£ 1 ff�Yl II �li 6-4 1Q-0' � GOC1M�t5 � � �7 mCG O� P/t Wstt_ PATFIS 24'-9• 4Ni 1-S � g � e, � � � 413�C • CDfZ� O• F/G WALL PATC3S ` t� � 5 � � �2�tC� i CtS�.0 28'� � � .O- � 48e0'� � T,g-O' t � � � � � � � � �'c CaN1F�fGRSS � - � � � � ' 1 ` Z8' ` , Z8''C � Zg'-0' � �8'� � � � gg-o` � t 18tiC � �II8'-O` � 23� � 7s3Yi i 'i0r � � � R � � i e � � � c � AT PR£CJ1S7 • i AT IdAT � � � � � t � � � � � � u u a � � � � �� [ f I � m..p.g , , , � , , � , � � � �► - .� � � o " � � , � � 11 ! I , 11 I I' `I I^ • �, I I I I , F�� I � y , � � � ^ � - 4 � ' � � � � � ll I 1 II II II I II II I � � � � ' � � ' � �I •,�y � � � I � I � � � fl I I I . � , � , � � � � � � � �� � � f , , , � , � � � � � � � � � � � � � � � � � . l , fi , i �, , I ' • • � �` � � v e� r�. I � _ � II 1 I 11 II II I 11 I I u p Archit �a7 � I � � e ll 1 I II II II i 11 II I I I �-a 2 � Z I I � I � I + � I a m t� � � i � E 11 I �I II II II r II II I I I J ' r - If I I �IOY��j'-O' � 11° C7� �' � l l 1 1 11 11 11 � 11 11 1 � 1 � � j ( ' i i i i i m b ._ fl ' j ' �� ' j �°°`� � AY u � � � `�l '� ' � I I 13 t � t � �lT�I A7 � �gI !g- i � IY�Iq��11L.pA7 � � l e � � � � t� � � i06� P� I i 4 i � � � 2M2 I � � � � � � � t �� ■ � a� rr. � � � i � T I � 9 - � ` _ _ _ _ , � _ � � ' _ _ - - - � --�---�� n 1 � ' � � r . � I s•r s• �c• r nc�n ' Is.cpes � r' I � � ( � �! (�tx I E � ' I � � i � � � � I � 82�0' 7�CPP1 a�LESC9 � ' � � � + � � � � � ` � �� 79�C' 4lC•F-L � � I � � � � � � � � � � y�. w"r� � I 5�� �«a �i m�. .,� g� � �-- I � � � '� � ' � � � �� �� � � �y � � � �� „ � � � � s� 2301 Bl.AKE ST., Si'E. #10Q ` e ' � Y ' � 'P 'Y "°°'T' � „ I � , s � . � i , I � ; = �,�, � p . .� .� � � � � I � � I � � � I � � � DENVER, coLORanoaozas '� "� ' � °� ' °- � � � � � � 303.861 .8555 F.303.881 .3027 � � � � � � � � < < � � � � � � � � � � � � � � , � �r � � , � , .. .� C - - - - - - - - 0225 MAlN STREET . UNIT C101 � 1'- I C�'i � �R � tT oL � 7A SL49 � � � .�p a s O.G ' � •• � � � � ' � . 4��'li' 1 � � i �� �t 050C�lTNt: `� � � � � � � iZ-� � �i e EDWARDS, COLORApO 81632 ■ �� u rio,ct �i n n �=���+� fi � � � � � � � " � 970.926.896d F.970.92fi.8961 --------- ------......_�__ i i ' f 11 11 PR �vatn4 a � - - �� � � � - - � � � � r - - 1I 1 I c 1I �.eat vrT o � e- nc. �[o a a• aa - �, - - � a � TOPPING�Sl.e9�MD L�EGd PoR ROOR � ' 4 •O�+ I �-0I � 1D G REl��A 10 PA�In� � � ( � � � I � --'---'�'�_�- d '� a.r..m. r � � �I I Yf'OaIAT� OISCaITitdE + � a' oL�'iCCifNZ 1 / 1� 1 � � r �I I b I PGtaATIOK I�i 4kcal r�aR T� � � t I _ - - ! I �OtN P[PKw PROVIOG Y3xS-0r AT ] � �� 'b i � I I I � I 1 1 � 11 I I � ��M 8��� 4 � _ ` �-0' • I r 6TAlR � - - ----f— - - - � _ _—�--: : � � ' ez.c r t �nr° � � � I � i � i � �� ' . � � � � � s � � - r - - � � � - � - ' � � ��' � � ' w ' - � � I I � � � � � �, ,eRat � � � 4 � a r a�• -; i ' I ! 1 1 �o � . � Q � • ' o- U b III i ! f :' � � i � � � � 1i 1 [ I I � �J'-4• � 2f-b � 1 Q I � I l3-�9G •�i' is'� I � ' a PROVtCC ?-Cx 1 I [ 1 I � , � i PC-9 � � � - F-6' � � i � � 74'i7 i i � � � I f,� ; � I d � � ¢ A�C . -. ' �rtpv CC�I 1 I t 1 „ � f �.! b � � � � � � '' _ I I I I a � �� 2�� 76 82i7 7p 4 a I� � [ � I I � I I � � �I Q I4 Si7zS•+6• b u !1 TC�7E /� 1 7 � 'v T"p- 74.Q � 7 TiJ R-S - 6x�y, � ' � p ----- --— ---_ ------- ---- �� - - ---- �+w-�- - �.-I — -- --_ - _ - _ - ------ ----- - 4 � � � � � � �v� tr GG T _ �f� � I a ffi� I I i � M � � �� � � rn � nr�s.oP�c 8 n � � " - ��-- e k^�r beat t+ca � ' p = 'o . ( � � � � � �n� i � � i I r' � Z ° 6 � J �� � �eova , � � n a 2� . i a � � �� �•=io� � � � ' r���o►ttau�p !� T u e - I 4 b � - � � � � - i ElEYATOR h � � Z-71' Sd$ � � 21-U' ld�'1 ��APO�R S-0' 3' ` �• � S-!C i'-C � + 1'T 4'4 CdQ 3' ' C�C 3'� � ' - ��.. � ' � ys � ' F � "n�� _...`.__.�.....�.._.« ���____ i 1Q�0 � AIO AmiTIQ'7C.{- t � I ,� �,a,n� . � , � .8 e � � � , ( I Q , � b tr oc i � � � ; q � _ u � ►� , , Y , � � e �� � ' � I M r m � �.� � � � � --- � ----� N � � { 7�'� ,-'r I y�j St1P PIY � ie 1 � � i�u 1L'O�. I I Q � � � � � � � t7 I � , � � � , u � arQ •» 3. tm-a7 r-�o�s tr ct ■ , � 76`a• � e a � ic-o- � � ructura ! � f � ►.ea�e ir a �— � - � �arr c� ' �.�z • � ►ea�e �r �� � � ezsr � � V 0 � �7 � 1 � Q � � �7 � � � � � o � � i � s ,�� � 6a6-WZ9aNd9 ��.� ; �. ,�.� � 6ctrNtL9xMQ.9 �— , r� - � � n c o r p o r a t e d � ACJ01T1 ■ � V Q6 ON 6Tf31CTIRN. BACX!'i1 UIlR WT I FQI�OGT1�4 iS kRA1 FCR 7CP � � � � � � � �a�'_aa�`at�i�ta"0R�fs.�ocst � urvaunw � ara s�cnsr.�� snc,rn.t. oxa wr ' arenr Ppwc. �aautoe ra■r-a� ar t I ttparxs a�s aeo ►ecx r�re a.au � � y� � ii � � � e � ' - , ' � ' . � ' ' ' , `�-�`� `� `N° °°"'�°" �` ' � � °""�.�,���,o"r�,� ca ' � - 3400 E. Bayaud Avenue #�300 j C ` Fb56:6x l�LVATRL � I r � C�C�lSTSGt10N .lOWY6 M'4 OG �a7C � � � � � � - R-n' dv� J � _ y _ I ' _ 1 p � �v �R _ _ � _ � , I � ���� �� �r��� I - � d (303) 399-5 54 �FAX (303) 333�509 T �— � + ' ■ � � � Email: InfoC�sci—denver.com � -�_�---_ � _ _�_ _ Z _ � , _ � _ � _ _ - - - - Q - - --�--- ---�------ - x � , B � '_'f'_ - - - - - --,--- � �,,, ,� � � � � � � � � � � r�a`c —I .� � ' I�d� F � --- - � - —T------�- � -_- -------� = ---- �--- ----�_._.-=- ^ K SCf Job Number. 04--187 � . • !N �c�sr ,w�u, Q � �r a P�i � � 4 � z��z Y � � � � � � � � � � r � ` �-� � _ � !� �� � � ■ pl p � p � � a � � . � a � 4 0 �� o �� �-�' �� �� p �. � ISSUElREVISION DATE NO. ` . �x _ �. ;� - - - "��` '� � � � CD PERMIi' SE7 01 OCT07 ' g , �c�re� Yau. ' � ' ' � 4-3' � � � � � 1 � � � � � � � r t t � 1 � � R � � 7Q ■1Q�Or � W � e 's E S e e , b tv4 � NRAP b n Y 4 e � nc s ao �� � a I Z C0."�' � � S T R U C I U R A L C D S o� N O V O� �1 - � - - • _ _ _ _ _ r - � � � � � � ,,� - - - - - , - - - - O - - - - - � Y � 1 1 I "' t 1 a� ��_ R8 • A J � � 9 • t 1 1 1 1 � 1 1 t t 1 1 1 Y � A s. � � .. ' � � ��.,..���� ..������ _ ���������_��'.--_�� ,p 1 �"' . T�V RESPONSE 12DEC07 N - - - o� , _ - - - - - - - - - - - - �° ° - �ee � f � � � Q , - - - - - - a Q �' � ' TM' 3-�- �Q� � � cco #io 24JAN08 2 �+ 6 • A@Cit PR � � b � rg s � �'9 • �S • � n �r 6 � � � • � '� a` �n� b TOV FOUNDAfION SET 05FE608 � ' P - - - ---I-- ,r-n= -� - - - - - - - - - - - - - - - - - - - ---s--�---- - - - - �` - - - - - , r - - P 3 � � � � ( � TOV RESPONSE 99FE808 Q , � l �sa� � � � � � � � � � i � i � � . � r � � � � � � f � � � ,�ez1r � rt-r � � � � L'C� �F`20 'i 7APR08 � � � �o ` - �c�r � m� ��- � ;. a � � CCD #24 23APR08 a r-a .�.w�t v i � m $' y Q � '� � _ _ �- � � - r � _�i � � � � � , ^ 1 ' � � ! r � t � � � l � � r � � t � � � t � � M � � _ � � � � � _ � � O , � o • r '�' - - - - - - - - r � �f � � i � az� � , �n . , � � t nc � I � � � � �Q � � � � � � � i � 6t6• a�&'K s-tUf' � tc-u!i 1-4• - � � � � � �o � /�— _ e az�' �o 4 - - - — � �' , , I s3� , , � I °''a ' °� � � 4 p4 NEG/ ep � t � � � � � � � � � e � i � f � � !r ° O�a� iiQY •�� �� � - _ ' ' .. - ' .. _ ........��' _ ' - - ' .. ^ ' ' ' � '� - ,. Ov� i , 4� �— - � - - - - - - - y�� r� ■ �� . � • �• •�q,.: t� . 1� � � ' � � z � , �. : ' 40 �' : � ■ , . , � . . � '�^' � • ' A• • � � j z �. . � • � � . .��,� �s�ioi�A�E��` �t��l� . T _ � _ � � _ � _ � � _ � _ � _ � � a � � � , � � � � � , � � � � � � � § � e ir o.c _ ' ` -�-- � - ' ' MASCELft� fi?A�A ' - - - - - - - - ' - - - - .. .. ' - ������ � �� q M � � � � � A M �� a � � � s � �� � � a � � � � � M � � � a s � �i � � i � a � � i � �I i ���s � � �� � � � � � � � �� M r � � � � � � � F I�� � a � � � � � s � ! � � s s � �M�1 M i a r � t � � i M I�1'M r t � � � � � s � � � � � T � ���� �� � . �� � � �� ��� A � � � .� � � � � r � � � � � � � i � p,c � � � � � � � � i � � � � � � � tr � ■ ��cxR � p Q � a acanoHa. � � � *ii � �tS• 9�1C � � -�FFaadllT]W � � ' � i � r � - � � r _ � - � - � _ � � _ .. , � � , � , - � , - ' r 1 _ � � - - - - - � � ■ 04 � � C 5 a no.�acr " � s r ,a- m� r ix<r ina b v - _ � z �,�� + � ' � � a � � � � i „ � � , � � r -7-� � � � � r i � � - 4 � � 6 � i� zco � ia : I " I� - - - - - - - - - Y t � , AT � ,po� � s's� o p � � � �i � � ' ' ' tr � - � � 1 � � � � � � � � � � i � � � � i � � r b ( a � r ''� Q r ►t � n £1 � � a �s r 6 �• 6T4R � � � a � � � � � � , � , i � � - �,� � � � , � � , , , , , I � , � , , � , , � � ~ � � � :� � ' 1 _! � ' ._I w $ _ _ _ _—_ : —_ �_—_—_ _ _ � '— _ _—'' _ A 6NAPf _ _— _ _ _— —_—_ _ -�� � � _ � � � � ' .. � � ' � � � _ _ � _ � „ � � � 1 t 1 I 1 1 1 I 1 1 I+ 1 1 1 / � W � y ! 1 1 I �l:NNGa 1 , / • 1 ��� ����R��p � ° Z$'. i A 74x � ' � A�a�MD LECLI��PLDCR � � � � � M AT T�' 4 f PP!C��xC M�OR I � b' � � � u '—�--_' ' - -1 - - -- _ _ _ � Ln � � �• a�ir �c , - - � � - - - - 7t � � � � � � � � t � . � � e � � � r r [ � e I i � � F � � � ;. � -er s� a�a � � �' � � � r t � � '7 • � t ' � •+ Q � 7 i �i � � 4 � � � ' � � ^ R � � � j � j � a'r e�aLL 9 ra�vT�wr �m � r , ■ ¢ � � � � � � � � i � � � I � � � r � � .�.n� � � � � � � � o � � � � � . � ; � ����� � � o 0 , , � .�� �� � � � � a.� ��� . � � � � , , �.�.� . � �. .a. . . , , . . . . �� , . . � � � , � � � �- � � � � � o � . . . , � . . , , o �- � CH 1 CN LUM -� I � � � I � � � � � � . � O � � � � � � �� _ � � � � � ' � � � � � _ � � � _ � � ' � � 1 ■ Y W � � 1 � � � ,� o w ,� , , � , � � � , , , i � , o� , , , , , , , � , � , , � , � � _ � � � , tr � i � � � : � � � � o 0 , � , �. � . � � � � � � ._ , � , � , � � , , , , , , , , , � , , � � z - - - - - , , - � - - - , - -T--:— I � - - - - - - - - - - - - - � z � •- � � � r , , , � , t � � I , ! I ' _—�_�_ _-(—_ _--T—_ _ _ _ _ ' , _ _r--- , � � �T � _! 6 ( ( I f a � � � � � � i � � I � ` � � � � � � � � rn M r � � 1 � I i � Q I � ( � � � '� � , , � � , , , ; � ' � �- � � � � � � i � I I � � � � a � � � � � .� � � � . , � , I � , , , , � _ , . , . . , I , , , � , , , , , , , � o I � I � � � I � � � � s � �, I � I 1 � � � � I � o f i , ' r , I , ' t ' , ' ` ' ' ` �3, , , � I � � � � � � � � � � r EDCC CP P/b WALL PIAELS � i wMr Ct° P/C YIALL PN�R'J$ &? IZ-4' 6�! IC-'l 6-C �Ii I � I 1 4. CQ.l.M�Ta ,Z-i01� �'�39i' 1SJS 8-17 77'-T ZT-H7i 4'-Pfi [6M�1"i 4�� � GRD TO GZm 24''9' 10'-3' T� 18'4 lC-7?� GW 53' 1ff-i' 21V�"i R-F16 Zf�9(i B-7C?�" 1�3¢i S{''{Y's Z3-19� 184Di' �53�'s 13L7!(� 13'd�(i B�T.0 'd-IS 14'i' W4TC 1S-1C � i6-eli 14-0v's 1S-31i Td GidD 1D GRID � �- .�� � REVI �VII�[� � �' � � 3 4 8 8 7 � � 10 ■ 12 D M � � !7 0 � BD st st 23 �4 � ffi 4� b �� 4. 4� � GV�t� SAFEbuilt Colorado � GARAGE LEVEL PLAN T . O . MAT ELEVATIONS • GA� �►GE I_EV�L PL �► N AND REINFORCING � -r . o . � AT � �� VATlQNS �,�v � �E � N�o �c � N � �,b-1._0. � e NOTES: 1 . SEE ENLARGED PLAN SHEETS 52,02A THI2U 52.06A FOR APPLIGABLE PLAN NOTES. . PLOiTED MAR CHK'D BY JRB .� a COPYRIGHT � 2006 BY DAVIS PARTNERSHIP P.C., ARCHITECTS 2 3 't SHEET NUMBEifi � � � ,� 5 ■ - D . P.A. PROJECT # U6232.00 , SCI PRO.lECT # 04- 187 \ , T ' _ _ � � _ ' ' _ _ ' _ ' ' _ , _ , W _ � , _ _ , _ � MATCHL NE S2,03 � . � � . . � �a � � . . � � � . � � . � � � � � . . . � � . � � � MATCHL NE S2.02 . � � � i � i r � � � � — � � M � � . N � � ° � /h11"C �11 t t$ ._ 44'- ' i0-qY8 � ' i t i E � i i i E � I � [J - - - - - - - - - - - - -- - - ° � �q�-6. 2309 BLAKE ST. STE. #'t00 � ��� S�• � DENVER, COLORADO 8b205 � 9 x 10'-O' � � 303.869 .8555 F.303.869 .3027 ' U 6' O.G. � � i AGH WAY � i 'p � i � 10' � OG. -�'� � i 0225 MAIN STREET . UNITC101 t � EDWARDS, COLORADO 81632 / 970.926.8960 F.970.926.8961 - - - �/ - - - - - - - - - - - - 4 p � � 4. ♦ ip FACE OP � � ELEVATOI2 r 75'-6' AT WALL ABOVE ' COLUMN ', i i r — r — i � � � ♦ 9''�� � FAGE OF . � � � � WALLAA OVE m � N � --- i � _ _ .� N L _ _ _ _ j I � � � i � � i � , , �to @ � - - -- - � � �o• o.c. 2 � � 4.0 � w � - - - - - - - - - - - - - � - tructural ° Consultants � � ^ ' ' ' ' ' ' ' ' � � Incorporated - °- #9 @ - Q � 3400 E. Bayaud Avenue �300 ' 12' O.G. - 4 Denver, Ca[orodo 8 209 (303) 399-5154, �AX (3D3) 333-95fl1 Em ail: lnfo�sci-denver.com �( - - - - - - - - - - -- - - - - � SCI J�b Number: 04-i87 � � � i i i i DEPRES IoN q@ � ISSUE/REVISION DATE NQ. 24'-O' x 7 O' x b•-O' t ' O.G. � DEEP G NTERED k'E� NOT 3/S201 ON GE21 t� 1N CD PERMIT SET 010CT07 EAST- T 75'-O' DIREGTI N STRUCTURAL CDS 41NOV07 � � � TOV RESPONSE 12DEC07 Q 8]' . �w 1 � 1 1 1 I I � �� 1 � N � TOV FOUNDATION SET 05FEB08 Q . 79`-6' 79'-6' 5'-O' 5'-O` � ♦ � 10' SC�. TOV fiESPONSE 11FE806 3 , � CENTERED EN ERED �q•-6. CCD #20 11APR08 1 � q, #9 x 1 O'-O' ON GOLUM ON GOLUMN p � � " C. ABOVE ABOVE #9 x 10'-O' b 8 CCD #24 23APRQ8 Q J ' EAGN WAY / i � , � � EACN WAY _ ��.�1 � � CENTERED O • ON COLUMN / RE� 52.02A ' in Y _ _ _ _ _ _ _ \ _ \ - -- \ _ _ � / #�1Xi0�_ . • � ! � . o � 4 O � EACH � AY / � � GEN7E D � � (4 PLGS.) � i � � ON CO UMN � RE� 52. 2A � f r •� , � oRpD� RE�js ` � '� 2 � Vp�;•�Q�ROj%•�F�� � 4.0 � :o`' �� a L . � rt+ . � ; 350i0 �' s i i i i i i � � 9�• :�� : Z `� - - - - - - o S��NALENG��� Sl��lo� o � t � � 4. Qp p t i i i i i � i i � ac o w �I o � w° � O � O lV lV � � t i i i t i � i � � Z � Z _ � _ H H Q Q � � ♦ , V � � i � r i i � i � 'J , J • EDGE OF MA7 6'-4�/8 12'-2' 7'-2' 15'-11Ya" 94'-IOYa W . .. GRID TO GRID 25'-8%8 10'-3' 7'-ilYs 18'-9" il'-73/s" 6'-O' 5'-5' i0'-4' 21'-43/a 19'-lYe 27' � � � OVERALL � � �J„� ' � r � I 2 3 4 5 6 7 8 9 10 pp � - � o � o � a � � , G �► � �► G� l�� V� L. E�II� A �GED � �-- � � � PLAN � . 4 . M �► T ���V �►°fIONS w p w fi � �, N� �E � NFo�c � �� �, �� �, � � �._,�_o. � � � , r � o NOTES� � �'�' � 1. DO'iCCG 1�0'CG� � IfV�IGATG i� 7'rPIGAL Gv(VGl TIVIV VIVLCSS NV ECil V 1 HCfCWI.�C. � � V � 2. BOTTOM OF MAT FOUNDATION NOTED "fHUS� �� , E[_EVA'�ION 100'-O' = U.S.G.S. ELEVATION 8165.34'. �� �" .. � 3. SUB-GRADE AT MAT FOOTING BEARING ELEVATION MUST BE APPROVED BY SOILS ENGINEER. E j �I 4. RE= ARCNITECTURAL. MECHANICAL, ELEG'fRICAL AND PLUMBING DRAW� NGS PO[2 REQUIi2ED SLEEVES OR W BLOGKOUTS IN MAT FOUNDATION. � � � 5. �x (NDIGA7E5 57EEL COLUMN, RE� STEE! GOLUMN SCHEDULE 51.04. � > � 6. � fND1CATE5 PRECAST GOLUMN, [2E� PRECAST GOLUMN SCHEDIJLE 51.05. � � 7. RE� 51.01 AND S1.02 �OR COORDINATE PLAN AND SCHEDULE FOR COLUMNS AND KEY POIN7 O� �OUNDATION � AND PRECASl' WALL PANELS NOT LOCATED BY GRID TIE. 8. RE� S3.06 F�R PREGAST PERIMETER WALL LOADING AlVD COUNTERFORT WALL DESIGN INFORMATION. � 9. PROVlDE BAl? LAP SPLIGES AS FOLLOWS: REVIE��lED B1� � �7 BARS = 7'-6' �*8 AI�ID #9 BARS = 8'-6' Q #10 BARS = 9'-6' 2 � � � � � ��Qe� SAFEbuiit Colorado GARAGE LEVEL ENLARGED PLAN B . Q . MAT ELEVATI � NS . AND REINF � RCING , AREA # 1 � , , � PLOTfED MAR CHK`D BY JRB . .� COPYRIGtii � 2006 BY DAV{5 PARTNF]25HIF' p,C„ ARCWiECTS 2 3 4 S� N��� �j / � _ - � 5 ■ �� D. P .A. PROJECT # 06232.00 _ SC ! PROJECT # 04-187 � �. � T - - _ `� i _ i �_ . _ , w i � � i � � � ATCHLI E 52.43A t- @ �r o.c. ^ � - - � •O � - � � � K I - ' � � y�y� 4 � � � � � � � � � � � �i � � � � � � C • '" � � • �• •� V4��f�1 `, 3 �T�l � n'iTi1�4�� 1. i�\T � � � � � � L 1 O �� f -. � O � / ,�! 1• • s � •� ' � ' , � � ' I � � � / � , � 1 - � • ' � �► rCh1t �$ . �ti: � ; � � � lA - � N :� � A � � � � �q'-6' � fl �5' 9�-10' � � IN y U ' ` - `� - - - - - � - - - - Y s� � . # 230f BLAKE ST.. STE. #100 � � � @ q� �•C� � DENVER COLORADO 80205 G � � 303.861 .8555 F.3d3,861 .3027 , ;• DI CONTINUE ' . � � #lOxtO'-O' OP S NG�S 3.0 3'-7' S'-4' il'-53/' 4.0 . i• @ �2• p,C, • Q d225 MAIN S"TREET . UNIT C1d1 � `:; � C-2 CENTERED � PG-3 i � � � � � f EDWARDS, COLORADO 81632 ON COLUMN '- 970.926.8960 F.97Q.926.$961 - - - - - v - - _ _ " ``+ • ' :'�� •• • _ l . .. �` - ,.,, , 'as t " �. _ .. . ♦ i - 1' • ! �y _ ! O � , . 0 , � :• PR VIDE '- � 9 10. � '= �0 4.0 • : ,: i i : 2_ : x 2'-O' X :, ._ . . . ._ . � :• I 1 OEEP •,• 2 8 3 b 3 8 • •' AT '• SU P PIT " � �O t � � GOLUMN � :. _:�, •, :• :._,•,- -. ; 30 :•.= � `� � °� � � ' t t . .. � _. °• 0 . : ; : , : I : � �r p ' B O ' 1''� '-6' •� � 9'� ` t'-O" � IM. UP .` PRECAS'T i � N ' WALL PAIVE S 3.0 O `; , 1'-O' :; � � � I 6 r , . • , . � •.- . ,• _ � '� 7YP. :; 78 - ' � `� q.0 ;= ;� STAIR :; i � •1 -. . RE� ARC _ . I ;� ^ ��;. � ,:. a i '��j• J�' � ��L �� Q :� � ' � Y 1 1 1 1 •• $(-0 \ ; r ' � � � ; STA�}2 ; :. � � ' • ' RE� ARCH. :s' ' � -� � � : : � ,_ •- , ' a •""' �-- ' + � j ��- 83. . :. � ,: 0 ti � , ;... � � � ^ , ` ,' 0 Q m PG-t w r - - _ - - _ - - - _ - - - - - - - _ -' - - - - � ' - t � _ - - _ - -- - � - � - ` Structural _ _ � �' D15CONTINUE � �' � AT SHAF'f � Consul tan ts O � t `+ � � I OPENINGS ' 13 PROVI E i � � = I n r r I � Z. o- X _o- X _ c a p o a t e d � : �.o .; I ( '�' 1 '-O` D 4 I � _ 3400 E. Bayaud Avenue �300 Colorado 8 209 �: � � TYP. AT 3.0 SUMP I7 4.� � ` 303 399-5 54,� FAX 3Q3 333-95Q1 � _ _ ` '.•. _ _ _ PRECAOS � _ � ( , Email: Info�sci)denver.com - =, — — — �r� t�h Numhor na_� s� � � 5'-O 3'-b' 5'-11 ' 3'-4" '-2 � ' • � � I � ' � I , , � ISSUE/REVISiON DATE NQ. '��v 1 ^ 9'-b' 1'-�'� 5'-5" 6'-O' 9 1�' � � .°n �''� � ' � 3 '-9' I �2: 0 C, CD PERMIT SET 090CT07 � � ► � STRUCTURAL CDS 01NOVQ7 : .,- � :;' MECH. IT #7 � � p TOV RESPONSE 12DECQ7 Q , i i � iRE� ME H. �OR i2' .G. �� � i i � : r i i 5 T PIiVG SI�.AB W/ 6 X 6-W2.9 �y W2.9 W.W.F. ADDITI NAL in � ! � ON STRUGTURX�L BAGKFILL OVER MAT IWFORM TIOiV � � TOV FOUNDAT(�N SET 05FEB0$ Q N % � � FOUNDATlON, RE� ARGN. FOt2 TOP OF i � \ Q : j TOPPING SLAB AND M�GN. FOR FLOOR 70V RESPONSE 11FEB08 3 I I DRAIN PIPING. PROVIDE 2-#5x3'-O' AT ALL ! 77 -0' l2E-ENTRANT GORNEl25 AND CONTROL OR Q - � i GONSTRUCTION .IOINTS i5'-O' O.0 MAX ! �2•- • �2•-p• CCD #20 11APR08 a t ;� - . ''t � #9Xt0`-O" @ I � I tcqxt0'-OE' � I #9x '-O' @ i2 O.G. Q � � Y. � � CENTERED � � i � GE�ITERED � � CEN ERED i � CCD #24 23APR08 � - I ON GOLUMN I O1 OIV COL MN � O1 ON QLUMN , Y _ " ' _ ��{ "" � — � � — — — — — — � O � �; � i i i � . • I 3 � 9 � � 4.0 i i � - � i � i � � � � � � � i Q � � � � I � 4 m ' � � � � � � ' ��,p,00 RE���' .,... ..,, � ,�i � i I � � GO\;�Q� RoYBy•�F9c�` : i � 1'-O' i . /-5� � . S� V � � .. t _ • ���t � `7 fi • � ( • _ a :.j � . • • .., 'r� ._A • • ; ' , , •: .. . , :,_ ;:. f , : . -;�• . � . • 35 � . ,Q t t : � i i i t � i _ _ _ . � :. : � � :, . ;; r•• .• .• _. :: : s: �, ;: . - •.. . Qf0 . ' . � � ti �.. ti ti'' •1 . ?':s�•. s� :�� - i �� � . 4`` .�.; l :: ti' ' • �-• +� � �: _ . _ , �j.y `•IY � : . .� � i�Y .� � � 1 • i. �i '� • ( � :y , , s _ ,.y ti. f : � L-� , '-�'i -.. • "_ f i • • -� � :.�i '� :� .•� t � t �-:4�•�; i :� •:::•. � } •.i�i. l 'O •���� �� ����r\��V Z N - - - - - - - - - - - _ � ss��NAt EN� Sl� qlov _..t � 1 I �— w � I I � 4.0 � J 1 1 1 I 1 � � 1 1 1 f ; I i � � f � i I Q �' Q � � a � � i � � O � O z . J O � p Z � 1 I I Ul U) a �- -� � >� � W � � ' , � � � z � Z ° u o u � � � , � , , , , ! o c� c� w c3� l J J I � 1 S � , � ! tV— � I � I I � � � � � � I � I I � , �--� EDGE OF P/G WALL PANELS 6'-2' 12'-4' 6'-2' � 10'-3' � 6'-6" � I '-5Y8 � � t � � � � GOLUMNS , 42'-tOYe 4'-�3/a` 15'-5' 6'-10' 15'-1` 27'-3%8 4'-4%a w ,,, GRIO TO GRiD 24'-8` 10'-3' 7'-1fYe 18'-9" il'-73/a 6'-O' S`-5' 10'-4' 21�-�3I4 19'-lYs' 27' > � � OVEE2ALL � � � � W � �� � 1 2 3 4 5 6 y 8 9 tp ap � � � � � � o � � G �► � AG� I� EVEL �N �. A � G � D o �-- Q � x P�. � N T . C� . MAT �L �V�► TICJNS W AND �� 1 � ! �r , .� ._ . �J � w _ N ��C f�IC� �► � E �► [ � , o � � - No�s: � � o 0 1. RG• Ci3.03 FdR PLAN NOTEC. � r /"� V M XXX'-XX' � i� 2 TOP OF MAT FOUNDA710N NOTED THUS� '�i -- � 3. LOGAL REINFORCING S{-IOWN A7 COLUMNS OR WALLS REPLACES GLOBAL REINFORCING � ' f J SHOWN ON PLANS, IT IS NOT ADDITiONAL �L � r � � VJ � � � � Q J 0 � RE1/1EV�ED �� JUL 0 � 20�� SAFEbuilt Colorado GARAG E LEVE L ENLARGED PLAN T . Q . MAT ELEVATIONS . AND REINFORCING � , AREA # 'I PLOTTED MAR 4 . CHK`D SY JRB • COPYRtGFR Cd 2006 SY QAVIS PAR7idERSHIP P.C., ARCHITECTS 2 3 4 SHEE'CNUMBER C - � 5 � D .P.A. PROJECT # 06232 .00 - SCI PROJECT # 04-187 4 \ � \ \ f � � 2 3 4 s 6 � 8 � �o � OVERALL GRlD TO GRiD 25'-8�/s 10'-3' 7'-11Ys 38'-9' 11 '-73/a 6'-O` �'-5' 10'-4" 21�-43I4 19'-]Ys 2T-5Ya � EDGE OF MAT 24'-8%g" 1'-O 11 =93/8 � r � � � o ` � M �C � � i. �S J O p i i t � i � i � � � , ui O ' > Oc fl �A 78._6. O t9 tt7 Aa - -- - - - - - _ _ _ _ _ - - - 2301 BlAKE ST., STE #100 � Q N DENVER, COl.ORADO 80205 � 303,861 .$555 F.303.861 .3027 . Q < < E ° � � o � � � � , , p � p �- m � � � N 0225 MAIN STREET . UNIT Ct0'E EDWARDS, CaLOFiADO 8i632 'v W W 97Q.926,8960 F.970.926.$96'I � - 77'-O' _ _ U � U r i i � � � � i � E Q � Q t2 o c. ag �. � � B - - - - - - - - - - - - -. _ _ � � � a. � � � � � � � � � � #q �a @ ;� �• .c. �r o.c. TYPICAL L P � LENGTH = '-b- S t r u c t u r a 1 I O 78'-6' i � 77'-O' � > > t i � c o - - - - - - - - - - - - - - � - _ Consultants � � , lncor� orated n = � ; � 34D0 E. Bayaud Avenue ,#300 Den,ver, Calorado 80209 . g _p (303) 399-5154. FAX (3Q3) 333-9501 � � ' � i � , , , , , ��•_�- Email: Info�sci-denver.com � � � ECI Job Numbor. 04 t �T � ISSUE/REVISION DATE NO. � _ � CD PERMIT SET 01 �C707 SiRUC'i'Ui�AL CDS OiHOV07 D - - - '� ► B.O. MAT � � t � � � t � - - � - - - - - SLOPES � TOV RESPONSE 12DEC07 Q � ) � � �� #q @ � TOV FOEINDATION SEf OSFEB08 Z � 6' O.C. � TOV RESPONSE 11FE608 Q i � , #� CCD #20 14APR08 � E - - - - - � - - � - L � _ � # � � � . � � � 10' O.C. - CCD #24 23APR08 g O �p � � � �o � F - _ _ - - 25'-O` " m _ _ _ _ - - RE� NOTE 3/S2.01 ^ � � � � t � � i t i t � � _ _ � - — m � G - - - - - - - _ _ W _ C� �► � AG� L � V� L � NL �► �GED � MECH. � �� z 71'-O' RE� MEC{-I, �OR ^ ADDITlONAL u! Q�Q R�G/ lF ... .. ... . � � 77'-O' INFORMATION � � �D���e� �qye9�;� P� �, � � . o . n� � � �L � v � �r � o � s � � � o , � , , , , � : o m : AND �'� 1N�4 �CING A�� A � 2 �-=,�-o- : � � - - - ' � � � : 3��� � �: . Q NOTES� a- �� 79`-O' ssq @ 6 A9� ;tc,�' � 54.01 '••.. . . ••'�� N �, � 'v t2' o. . s s IONAL E� 5 h4 1a� i. 80XED NOTES � lNDIGA'f� A TYPIGAL COND17'ION UNLESS NO'fED OTNERWISE. � 7�,^O_ �q @ 2. BOTTOM OF MAT FOUNDATION NO7ED THlJS� � , ELEVATION 100'-O' = U.S.G.S. ELEVATION 8165.34', / � 12' D.C. � � 3. SUB-GI2ADE AT MAT FOOTING BEARING ELEVATIDIV MUST BE APPROVED BY SOILS ENGiNEEl2. / � W � f � � � 4. i2E� ARCHITEGTIJRAL, MECNANIGAL, ELEG'fR1GAL AND PLUMBING DRAWINGS FOR REQUIRED SLEEVES OR � 6 � MEG PIT O � 33'-4 8 12•_6- BLOGKOUTS IN MAT FOUNDATION. � RE� ECN. FOR z c�n 79'-O' p S4.01 ADDI IONAL � 5. Ox INDICATES STEEL GOLUMN, RE� STEEL COLUMN SGHEDULE 51.04. N INFO MATIOI'.! � � � 6, pc-x 1NDIGA7ES PRECAST COLUMN, RE� PRECASi' COLUMN SCNEDULE 51.05. ♦ . RE� 51.01 AND St.02 FOR GOORDINA7E PLAN AND SGNEDULE FOR COLUMNS AND KEY POINT OF FOUNDATION � REGAST WALL PANELS NOT LOGA7ED BY GRID TIE. . / E � o � ► � , � - - -- - -- -- - , , 8. 12E� S3.06 FOR FRECAST PERIMETER WALL LOADING AND GOUNTERFOl2T WALL DESIGN lNFORMATIOiV. 2 � 9. PROVIDE BAR LAP SPLfCES AS �OLLOWS� 4.0 � N07E � � #7 BARS = 7'-6' #8 AND #9 BARS = 8'-6' `� ',� - - - � . - - -' - - _ - _ 'r #10 BARS = 9'-6' Q � 6 -Z � � � 2 K - - - - - a. � 7HICKENED MAT 'N � � FACE OF � � 77 O' � , FOR TOWER GRANE #9 @ � i �p• S0, Z � � � P TEWALL� � � � 1NSTALLATION iZ O.G. . • �; RE� SUPPLIER FOR �G�W Y ON COLUMN 4�O A60VE f O / � J O TOWER CRANE #q @ � 10` O. . • _ �, _. , ANGHORAGE AB VE ' � � " . ^ � INFORMA710N 12' O.G ���� N / , i �p � � , � � _ � _ _ �E: s2.o.�a � - - - _ � - - - - - - - �� �'�/ � 74'-6' - - - - #10 @ G.. � Ria � � �� � i i � � � i � � IO' O.G. � E.L � W n � .�° 47� � 6'� O.G. 72'_6- p �10 @ Q � � M - - _ _ �2 FLCS,) _ � _ _ - - _ _ iD t0' O.C. _ _ � - � _ � � z � 2 � � o 0 _� � 4.0 4. 2 O Q � , 1 1 1 1 1 1 � N _ -- _ _ _ _ _ _ �.o � � � � �." � - #q @ - - � - - - - - �C CL' p% .�, �- o.�. •^ W o w . . � � � � � � . � F , o I I 1 i 1 t � � � � P - - - - - _ � � (� (n C� � - - - - Q � � W --� Cn 2 p r � , �.o � d. > �/ . � � � � � � � 1 � r Q � � .� � � �9 @ � ;� �" �2• o.c. O � � #q @ � (� � � REVfEWED ,2• o.� �Y .p w _ — — � I I 1 1 ! I 1 j F � � V' _ — — — — — _ _ i ^ U � � � � ���� � � 4.0 2 � a.o � SAFEbuilt Colorado � CV i / 6 � OC, � . � ` � O � - - -- - � � GARAGE LEVEL �� � ���-o� � #to @ ° sr-o- ENLARGED PLAN � � , °- °,�. � , B . � . MAT ELEVATI � NS S - - - - - - - ��-a- - - - - AND REINF4RCING . - - - - � � s��_o. � AREA #2 � @ tz o.c. � . � � � � � � � , , , . � p e PLOTFED MAR � � #q @ � CHK'D BY JRB 12' O.G. ' COPYR{GiiT m 2p06 BY DAVlS PARTNERSHIP P.C., ARCHl7�Cf5 2 3 4 s�r r�uMg�. T — — _ _ ' ' _ _ � _ � � � i i � � MATCHL NE S2.03 ` " — ' - - - - � - C � MATCHL NE S2.02 � � � � � � � � � � � � � � ffi � � � � � � � � � � � � � � r, � � � , D . P.A. PROJECT # 06232 .00 - SCI PROJECT # 04-187 / � � ^ � � � 2 3 4 5 6 7 8 9 10 a OVERALL J GRID TO GRID 24'-8' 10'-3` 7'-11Ya` 18`-9` 11 '-73/s b'-O' 5'-5' 10'-.4' 21'-43/4 19'-lYa 27'-5Ya � � � �. GOLUMNS 24'-8' 8'-11Ya 63/8 6'-9Ys 18'-9' S'-73/Q il'- �/g 15'-113/a 26'--q" 13'-8%a' 21'-10' h . } } � U � EDGE OP P/G WALL PANELS 24'-8' `�3�e i 1�'Z� 4 � � + � AI-CI 1 � l. L.S � � �U' Z a W � i i ,_ Q � � p � �. GOUNTERFORTS 42'-10Ys � I ' t 1't5�/8 28'-O' � ► � �28'-0' � 28'-O" � � � • . y 28 -O W p V � � i i i i � ' O � t� W t� II � 4.0 ' � � c e _ � � � '. �Z�: : : i ,'--• i : .:e.� : �. '. "e : s•o •` s' : a -� ' ';•, • } i .t f • a :':'• , ti - • $ . t . : i .r _:� :• : • : �. : � •. - ^ti • �� •: • t � . -.. - t- . II! . •, ? . : •• . T• •• . �:�. •• s • ..~ • : . • •• � :• • • •,-,- ' ._ ' 2301 BLAKE ST., STE. #100 � �:i. I : �:i '� •�. �'.\��• • s rYi• 'ti ) : . L'� i :�°."� 'y .5 : a.t. �� : . ", . : �� •� i �� . :� . � .� � J„�t . t• : .a:: _�: ' �: ^ �.i � ia -. s �'t. _ :�i'l . � =•:..�i � : � i�-= i ! .i • . - �.a ..ff. . r " . . " . f :-r::L , . •''t' � 's . � :. .. .Y:. . . •• ' t : �.•' . _ . • ; . : _ . �.. - \•. =:i'� :° '•_1 L I �; � ` DENVER, COLORADO 80205 ti ii - � "• I I i � � l. � i i � �i � � � � i � O � � � � 303.861 .8555 F.303.861 .3027 '= ' ' 022� MAIN S'TREEi' . UNIT C7d1 ' ' � ' � ' � � � � � EDWARDS, C�LORADO 8'[632 • � � F Z Z 970.926.6960 F.970.926.9989 • � � - f � � I , - � � , � f �� I , •_O � � 1 '� ;: I i ' • ' - � � :` � f ' , � � = � _� 1 � � � � � _ _ �� � � � - #,oX �-o- c� �z• o.c. c) � c.) _ � i � � � � • � i� ADDI IONAL AT i � �- � , � i• ENDS OF � 4 � � � Q � a , _ I � I 82'-O' i COU Ef2FORT 4.0 _ ' ' � � ' ; " .� � WAL S 10 SG1. FT. I ;�, . � • � � � Al2E � � B - - - -- _ - _ - - - - - � Y � - ^ J� - _ ;- � � _� .� w _ I �, " --r ' r---T ( •Y I ' _ II � r � • L• � � � '� � -G7 3 4 `�' � � I I I � ,, ( I t ' I ' �t ' � � � � _ 8Z'-O . :� � � i • • � • I . � u�i ; � � no � � i � � � � ` f � � � . 0 �; � � I � I� � � � � ' I I � N � 1 I � ir � � � � � � � , � � , , , Stru � tural � � _ - - - - .= - - - - _ - _� _ _ Consul tan ts , :: _ O •: �'-3' 6'-8Y8 f . _ � , #9 @ , 2- o.�. , � T lncarporated � 1 II I I ° 3400 E. Bayaud Avenue �300 �� �` ( � Denver Colorado 80249 - - - - - - - - - - - - - :r - •� �' T`- - � � � {3Q3) 399-esna 1• Inf�s�3�den er com � i � � , I � � � i i � � GCI � Job Numbor. O�F-107 ' � i i i 5' TOPPING 5L.A8 W/ 6 x 6-W29 x W29 W.W.F. �O ' ON STRUGTURAL BAGKFILL OVER MAT ISSUE/REVESI�N �ATE N�. �� i � I � I I ��1�DATION, RE� Al?CN. FOi2 TOP OF � '; i O � � TOPPING 5LAB AND MECH. FOR, PLOOR ; D12AIN PIPING. PROVIDE 2-#5X3 O AT ALL � CD PERMITSET 010CT07 RE-EN7RANT CORNERS ANO CONTROL OI2 0 t � i I I C'Z CQNSTf2llGTION JOlN75 15'-O' �C, MAX ' S7RUC7URAL CDS 01NOV07 O � i i � � pN - - - - :- - - - - - - - - - f' � ' � � � � � � � � � � TOV RESPONSE '12DEC07 Q ` II � � � � � 1 i i I I ( TOV FOUIVDATION SET 05FEB08 Q I � ' _ o 'o a�.o �_ II � � E � o Q I TOV RESPONSE 11 �EB08 Q 4 • , _ � � � PG-21 PC-22 I G2 � C-2 O `Q � i PG26 � CCD #2Q , � � � � 91APR06 Q E -- - - -- :" - - � - ^ ' � ' � R ' � ' ' � " �j - " - . , ': 3'-O' X 3'-6' �' CCD #24 Q . � � �': ! TALL � 23APR0B 5 ' in ; ` i GONGRETE I 5 7 Q � �;r � ' GOL.UMN � _ �' I?�R- - . . 3 � 4.0 4.0 O 1 i[3 F . -- -_ - - _ - �- - - _- - - - - - - - _ - - _ �;. - - -- - = - _- - _ - - - _ - - _ - - _ _ `o . _ � j SIM. 13 ^, � 3 f 4.� � i^ � I � � i 4.a � #10@ � r � i e `O , 12 O.C. � , s ii z;� • � ,rJ, � G - - - - - - - - - - - - - - - _,.=' • i � 2•-lt' 5'-OYa" 24'-O" , SUPPL d RE MECH. PIT \ - - - - - - - - - = , i �^ , , ._ . 10'-O' � . ADDE70NAL �C2 76'-O' LOGA �.D�P� R01'89STF9 � �.,�..�-x. _• : r...�--r.r. I #10 C� O • . � _; � ' - ` ' INFORMATION � G� y�,Q �p� F i2 .C, m 4 . �°, � I I � � t •o : � �' % : : ; I i � . 5Qf 0 ; C� �► � AG� L� VEL. �I�lL �► �G� D � - _ - . �:= .:- _ � , _ � . � : � ;, ' ,. 10'-0' � y• �c. � •o • �;� `'' -t ` :. , , �a•-o• :� I . � 5 °� s�,�O. .L��G\`'�c' Srze e.� NA � PL �►1� T . Q . M �► T �LEV �► T1QNS � � . � G R q n n n C s, i I 3. �8 @ /�a► NLJ i� � IN� � K CIN� A� 4�. �► � 2 Y8-,•-o- ` � . ,. � ` � az o.c. � : i � 'm - v / . NOTES� c'�q � � .; ',• / i � �Q � 8z'-0� � '� 3- 13'-3Yq 7'-10� ( O � � i MECN. IT 6 1. RE� S2.�3 P0f2 pLAN NOTES. •� `�` .: t � �` RE� ME H. i�OR 0 � ��• '�' � i ♦ �� ADDITI AL � � 4.0 2. TOP �F MAT FOUNDATiON NOTED THUS: '�-- • �"' I NF�RM TI ON � Q � 3. �.OGAL REINFORGING SNOWN A7 GOLUMNS �R WALLS REPLACES GLOBAL REINFORCING . , • 4 �' O � , SHOWN ON PLANS, IT IS NOT ADDITIONAL ; ' �' � . i SIM •� ,' i � � � t � i G �0 i 1 N '�'� � � " ' � � � � � r �" �' ' � ���'- � : • i � � ' � �= HSS6x6X3 � ELEVATOR � �' , : II 1 ' 17'-11' I 3,�1 , � DIVIDE BE M, ��� � � � � �O 6 � � RE� ELEVA OR SUPPLIER .m � Q , . . \ ;' 4.0 � Q - �: - - - - ' ' • ' J m 't :� 1 I I f �. 2 � K - _ - - - -- �r --::"� .--r•.�-.� --.-.::-ir�:�. •.:.--•-� r+-r-�,-., . -,. _ _ -�.�t,,.. - - - _ _ . - . - - - - ,. - - • _ :; : • ;: , t :_ =-. . ::: t ::: � • B : sa.o� '' ` I ' � � 3 05 � � � 3• �10 @ `; RE: Af2GH. FOI2 :" t � � t � � f t t ;:= � ' �' 12' O G. � =• LOiJVER OPENINGS � � 13 =: • � � � � � V m � IN PI2ECAST WALL = ° �~ � ' ° O x; PANEL %= i � I '�.O ;, � � I 77 -0 �: pROVIDE 2' " x 4 � "�"I ` 7'-73/a'� 4._�. t'. 9. . �. •,_ � h � � 2 -O x � -O EEP � p , .� II . , . . . . . . : g._Z. : �' � ` SUMP PIT � � ':• � PG- 1'-O' ''• :: RE� 7/54.01 � 'O PG-8 ' � �` O � ;_ ' ` �' ' ' > r � L.i.. L ('(� � ' •_� ! • -' y �4' • , ' . a Y'r. ry'1 _ y . �{ �'i s . s ._� _ �. � 'm 'm � 4,0 `j yi i i '�• � i B �� O 6 �O' 4'-4' Q ��/ �"'� '� W � :, � : • , L.L C� � "'a\- � 'y � px �p�-p' S3.01 i #q @ ; N =: � -� 1 i i � .� .� t` 4. ' � � NTE2ED 6' O G. :� UP s� � A 4.0 � 0 �M M . - - ; - _ ' _ � O COLUMN _ _ - � , ` _ '` _ �_ _ _ _ � w � y , , ... � � o . � �• � I �' l?E: AC2CN. S3.0] � � � � � � � ••• � �` • r I � �_ .. 3 � ; � � � o p � � == '� ' �..o ' � #s @ I ;i. , �. ,�, :- :t� .: .;:�� � J E � '#a @ � � � N ,� - - ': - ; - - � ° - - - - - _ � � � � • .. ,. � � , ,. ... . . - . -. , _ _ N "t . � i: . . s �.. n . •. �?,.: � � _O � I � 3 � �: 4. S3, 1 � � N '. � � � � . O ' � ' #8 � ' �� @ 2 �.G. � � O * 4.0 : 12' O.G. 6' OC. � : , � i � P - - - - . - - - � - _ _ -- _ _ _ _ � ` •: � n�-tr Q � a. � �� W . , . . - - - - - - - - - - - - ' -. --,�:-�: :�=:-: �, ., .=-��,.-�-��, � � '- � /� ..... ; � � � � } � � � � �. i 5 i i i I i i i i i � � � � ■ ;, � : 4.0 � , ': t � N � i � o � yy PRECAS'� r0 i'-O' t 171A�LL PANEL � � *� . m ' � � �1GV� GYY � � �71 •� �n � ; t � i � � � i � i t i C� " � " -- ;� ' � _ _ _ _ _ - _ _ J11 �, 0 2 200� � :� I � o � � ;�. �.o :_ � r o.c. v � SAFEbuilt Colorado ' : � _, � i � i 82'-O' � � #1 @ � ; i2' O.G. � � 4.0 � � . . _ � '''" PC-4 PC-5 ' � � 'O � � - - - _} _ - r. . ey .' •+ '^-�-':;'�+ _ � _ _ - - _ _ _ .. _ _ . GAF�AGE LEVEL ." . �4 _ .�.. . � . 4 .Y' � � .. _; ' - . ENLARGED PLAN � j �° ; ' � � 4 0 83 -°� � � E � � f T, � . MAT ELEVATI4NS a S `- - - - - - - - - - - - AND REINF� RCING . _ � _ : � ��? ' AREA #2 � 7' �,_Or � 1 � t i #� � � � I�� � �L C. ^ � i � � �� � PLOTTED MAR ` � - ' � � . - �7 H CHK'D BY JRB • in `' i2' .C. ' COPYRiGHT 0 2006 BY DAVlS PARTNEftSHIP P.C., ARCFUTECTS :� .: . .� 2 3 4 SHEETNUMBER .%, t 1 1 1 ! f � 1 l I � T _ _ _ - �. . .- - - - - -- _ , ATCHLI E S2.03A ;_ @ �2• o.c. - - g - �1 _ � - - - - - � � � _ `_ ra � � s � � � � �a � � � � � � � � � � � � � A �� A,T�F[L - �'£.62�" _ ' '`':''��-':�;;`r;�:=r-�:�, •;:�-�-.�:,. �, - - - � 5 - D. P .A. PR�JECT # 06232 .00 _ SCI PROJECT # 04-187 � il I � I� \ �O n r2 �3 �4 � E6 n �8 �9 20 ti ` 439'-8�/e OVERALL 27'-5Ys 8'-10%8 i8'-3Ya 24'-4Y4 23'-ilk' 18'-11Y8 5'jaYB 13'-7%8 13'-6Ys 5'-6�/8 21'-10' GRID 70 GRID � � ' 302'-2�'$ EDGE OF MAT � � � � A t„C � ,� � �S � H . c� . . Q � � � i i � i t i � � i i i oc � � � 78'-6' 75' 6' 4.0 O � q , - - - - - - - - - - - - - - � . - - - - , � f- � 2301 Bl.AKE ST., STE. #7Q0 ; c� �t a W DEIVVER, COlORAD� Sd2D5 p � O � 303.861 .8555 F.303.861 .3027 � o � o � � � � � , � � � � , � �n � � � � � m $ N � N 0225 MAIN S7REET . UNIT C1Q1 EDWARDS, COLORADO 81632 � _ 'v � � 1U 1l.f 970.928.8960 F.970.928.8961 ; � = S 77'-O" 74' O' _ _ U � U U V � Q � Q i � � i i � t i � E Q a , � � #� @ #q @ #g @ � � � 9• o.c. �• o.c. 9- o.c. � B - � - - - - - - - - - -- - - - - - - - � � , . , i � i � i i #q @ � i � i � � � i � ��. � 12` O.C. � � �o � � � RE= NOTE Q / 4 � Structural � � � � � 3/S2A1 � � � � � � � � (i' - - - - - - - - - - - - �---- - - - - - on su 1 t a n t s � 2 54.Oi W 2 lncorporated � `�'� � p 4. 3400 E. Bayaud Avenue �300 (303) 399-5154, FAX (303) 333-95Qi , , �i � enver, Colorado S 209 z Ema�l: InfoC�sci–denver.com MECH. PIT ♦ � RE� MECN. FOl2 � iu m sr� .i��, Afi �mhar• na_� a� � � / � t / #to c� � AI'1['11TI �1lUAL � � ' � b�OC. ' � � � � � ' 6' O.G. INFORMATION � �o � iSSUE/REVlSION DATE NO. � # 7O._o~ #�� @ CD PERMIT SET Q1 OCT07 10 C� 6" O.G. � 6 .C, � s�ucruw�� cos a� �ovo7 D - - - - - - - - - �, �_ - - - - � � � ► , - - - - �o' o.c. � � � � � � � TOV RESPONSE 92DEC07 Q � . � 4� ELEVATOR # ELEVA'�OR TOV FOUNDATtON SET OSFEBdB , � P {T WALL �� @ PIT WALL 2 �2- ' O � ABOVE � — - - � 10' O.G. ABOVE 4'� � T�V RESPOIVSE 7 9 FEBQB g s� j � 40 74'-O' �- - - — - - - - - -- � , � E - - � � ' � ` � - - - - �— _ _ ' � - i ' CCD #ZO 'l1APR06 Q ifl � , � � I � � � � � CCD #24 23APRQ8 � O I I �n I I � ' �, 1 I -,� z � � 74. p. � L � _. � ._ ._ - - - .... J ♦ � 4.0 �- - - — - - - - � .._ _ _t �— � F - - - - - - - - - - - - THICK NED MAT �O TOWER TNIGKEl�ED AT �012 OWER O CRAN INSTALLATION 69' ' GRANE INSTA LATl�N �� N B RE� S PLIER FOR T ER � � �'��-6� 32E� SUPPLfER �F012 TOW R ;v m CRANE, INSTALLATION '_ � , i EQg�ATIO� — � 1p1FO2AlIATIOpl� CRANE INSTA LAL.� TION � -� G W - - �'AG OF SUMP _ _ _ _ _ _ _ _ — Z 4'-O' 27'-2' 4'-O' 68'-8' 32'-8%a` - - 4,^�� _ _ � � � ` -- - - - - -- - - - - - - - � �.�QA�ROi�GISTF� . � � � � � i i i � i i ` � i � � � � � c�O o�'��� ���y 4 I I `� � • ; so10 ; �►� �► G� L � VEI� Ei�l� �► ��� D � - , _ _ , � . -�� .:� PL �, � � . oe � �, �- ���v �, � � oNs � � ! � #9 @ 9 �.. .. �� L m � 1z' o.c. FSS�ONAI.��G� 5�z Y(o � AND �EIN� ��CING �►�� �► �3 ,��-,�_o. � 2 �q @ �' � , � , , a.o � ,2 o.c. � � � � � � � NOTES� �� 1. BOXED NOTES � INDIGATE A 7YPICAL CONDITION UNI.ESS NOTED OTHERWISE. � 10'-O' ID'-O' 2. BOTTOM OF MAT FOUNDATfON NOTED THUS� �� , ELEVATION 100'-O" = U.S.G.S. cLEVATlON 816a.34'. � � 3. SUB-GRADE A'f MAT FOOTING BEARfNG ELEVA'fION MUST 9E APPROVED BY SO1L5 ENGINEEI2. � 79'-O' � -�— � 4. RE� ARGHITEGTUI2AL. MECHANiGAL, ELECTRICAL AND PLUMBING Dl2AWilVGS FOR REQUIRED SL�EVES OR BLOGKOUTS IN MAT FOUNDATION. 5, x lNDICATES S7EEL COLUMN, RE� STEE1_ COLUMN SG4-IEDULE SI.04. t i i i � � i t t i � � � 6. Pc-x INDIGATES PRECAST COLUMN, E2E� PREGAST GOLUMN 5CI-lEDULE 51.05. 7, RE� 51.01 AND 51 .02 FOR GOORDIN�7E PLAN AND SCNEDULE FOl2 COLUMNS AND KEY POIN7 OF FOUNDATION �I • - - - - - - - - -- AND PREGAS7 WALL PANELS NO'i LOGATED BY GRID TIE. � � - - "' - - - 8. RE� 53.06 FOR PRECAST PERIMETER WALL L�ADING AND COUNTERFORT WALL DE51GN fNFORMA710N. � ih _ � _ _ _ _ _ _ _ _ _ _ _ _ _ w r ^ � i �f. PROVIDE BAR LAP SPLICES AS FOLLOWS� ^ � � #7 BARS � 7'-6' #8 AND #9 BARS = 8'-6' � � � � � i � i � � � � � #10 BARS = q'-6' Q � / � , � � o .J o � �, �._�. �o . ' — �- � w , � - - - - - - - - - - - - - - - - - _ � _ � �- � #to @ � � W � ' � i � � � � 10' O.G. i � i i i � � ; :o � � #10 c� �� � f i0 10' O.G. r - - - � p M � M . _ _ _ _ _ - - - - - - - - - - � w � � � 'O i � � � � � � � � i � � i i � i t 0 N - - - - - - - - - - - - - - - _ _ _ _ <C F"" . <C OC � - , � W � W � � J � . ° � _ � C� N � � i i i i i � , i i i , � a P - - - - - - - - - - - _ _ _ _ _ _ _ " _ � � V C.L , � � � � �79'-O' � � � — � � ��/ � � i � t � i �- � LL � i i � i � � � '� � ' '� � �] ��j` `c0 x�q @ �9 ;0 12' O. � 12' m � #q @ � � ,2- o.�. REVIEWED �Y � , ► � , � r � � � � � � � - - - - - - - - - - - - - - - - - - - JUl� 0 � �00� � a � SAFEbuilt Colorado v � � �' � r t � i � t � t � i � t 79'-O' � � ♦ � r GARAGE LEVEL •� 81�-0- ; ENLARGED PLAN �° ' ' � � � � � � � � � � B . � , MAT ELEVATIONS s - - - - - - - - - - AND REINF � RCING �, - - - - - - - - _ ; '� #q @ � AREA #3 , 2• O.C. , � ` � r � � � � #9 � � � � � � � PLOTTED MAR ' � � �r o.c. � - ;. � . A CHK'D BY JRB ' � COPYWGIiT 0 2008 BY DAVIS PARTNERSFl1P P.C., ARCWTEGTS 2 3 4 SHEETNUMBER Y ' _ � _ -- ' _ ' _ _ ` ' _ _ _ � _ _ ' ' � � i � � MATGHLINE S2.44 � - - ` - ' � � ,� . � . � . � � � . m � � � � . � � � � � . . . � � � � � . � � � � � � r. � � MATGHLINE 52.06 .� 5 D . P .A. PROJECT # 06232.00 _ SCI PROJECT # 04- 187 - � / ( � - � ° � � '� � � � �a � 2o ti 437'-8' �VERALL 27'-5Ya 8'-i07/8 18'-3Ya 24'-4Yd 23'-tik" 18'-11Y8 5'-�1'8 13'-7�/8 13'-6Ya 5'-6%8 21'-10' GRI� TO GRID � 2i'-10' i9'-1" 19'-1' 18'-i13/8 23'-ii7�" I8'-1Wg 19'-1' 19'-1' 21 '-10' � COLUMNS � . � � d e }� � z 413'-O' EOGE �F P/C WALL PANELS � � ^r� � � L �S .� J Q j � 28'-O' � 28'-�� � 28'-O' i •_ • . . Q � � � � � 28 O � 28 -O � � � 28'-O' � � 28�_O• i � I 1 GOUNTE2FORTS � W U i � I A7 PREGAST 4 i AT MAT � • O � l� SLAB 5.00 SLA9 4, i ' � A j'i ' 7'uft "'�t�.� ) :ty� -� 3 ' ��•4 _� !'•� 'f : • ^ • t• • i � :' :� . � t.:� 'i � l ` � •i' w�. r " ^ i�: ��� . '�� '. : i:�� � ��� ���!. �� } l�ti l • „Rl. i� ��� i �� i i �� � �s:` �f-�;t• l : { 1 ' '• i •4� • '� v . i�= ' " • ' w T ! ` - .�: - . • . . _ _ � i L � .. . • �� �. D � • ' �. •iT . + - .. „ � ; a ''. ' . • 'a " s• • � i i • � ti ai��.' i : t ' : `. ' 1 f. _ f . . • r_ ♦ :� 1. : tt. � r �- �1 .� � w:jti � T ::'Siy � n' �:i ii� . - �� i��. .t � • � � • y • .; a '�y ! Y .'y � : - Zyt• 'i_ • • s S• - ti. : a •i.ti '-. +_ •. •y • �' ' it . �.., ! ' : i• a . • . s . L • i:I • . � :. ' �."• � •.. i.'' �. � r � 4 • t • . 4� _ f '`.:"'.�:. •: • : 3.,Y �4 0-� i :.��: � • . p_ • � :•.±'�:. \, � y ' . . . ��� � . . • . • .. n �� � � � . _ ' . . � i .: � .. • "' .. ��� �• . • ��.. � t. ' _ +!" . 4 '� _ J :- T • i :"ti � _ • � �� i .' : Z. a�. ) . r�. .a. . bi ^• - • i: � :}��: �. � :�. , . . •. -;t:' .�' ::� '' :' 2307 BI,AKE ST., STE. #1QU ch d- � , ' ;'= ! I I I� f I 1 ' , I I I 1 ' I I I l I I I i�PPE� [ • f I . a DENVER, COLORADO 8dz05 ' 0 a 4 ��. I ,� I I I II 1 I i } I I [ E I I I I I 1 I 1 I � I �l E •F � k , :w , � � ,� � Q � 303.861 .8555 F.3d3.867 .3027 ` N � � � � �� 1 I I 11 1 I I I 1 I I l I I I I ! �� � • ' N N 0�� =:• ! I I 1' I I I • I I i 1 ' I I I I I I I �•� I ' I I �• � N � N MAtN STREET . UNIl" C701 �* Z Z �: I �: I I � III I I t I I I I I ! I ! I I I I I I r I I :; EDWARDS, COLORADO �1632 .� � � � � ; ' I I i I, I I I I 1 I I , I 1 I I I I I f I I I � _ 1•-O' _ � Z � Z 970.926.8960 F.970.926.SS61 , } II I II II �� li II 11 II III1 I • II ' - - V � U 3 � � . ic i i� i ii ii ii � ti � i i � � LOWER � � � � � +- �' _l J : i Q � Q 14 . , � � r i � i � ,�, r� #10 x 10'-O' @ 12' O G. V U � I � � � ADDiTIONAL AT i � �-- E- � � 4' 9 • �� � 4 O ! � , ENDS OF _i Q a � � 4. .� � ,� i '� COUNTERFOR'f � � � � � WALLS 10 SQ. FT. B - - � � _ r � � BASE = � - - � � - _ �� _ _ - Al2EA - �, H � '` � - , - - � � I � (SLOP S DOWN} ti (SLOPES UP) � 82'-�' TOPPI G ;' DOUBLE TEE � � � � SLA6 �OVER .' F[2AMING I 3' MINlMiJM i2EINFORGED r � � � � � � � �' � MAT S�AB i • GONGRETE TOPPING ON • DOUBLE TEE � ' '° I ': ♦ ( � DOUBLE TEE FRAMING a F2AMING � � ' � � � `' in � ;p RE: 5210 FOR � �i `fl �o � � 7�1'-O" ir� i :;: � � GONTWUA7lON 2` O.C. -1�- � : #9 Cd r i � _ � � � [ 12' O.C. � � � i � � � J L u �. i� u r a 1 - C - - � - - i� : - '' - - - - Consu � tants � 'f.0. SLAB � ;� � � �10 C� 6' O.G. - - - - - - - - - - � ' . '= i i � i i � i i � DISGONTINUE � ! [ n c o r p o r a t e d 3 � = � = 90 -6 /a � �_p- i- � I 7'-i0%8' I 1 I [ I I ( I REINFORGENG O � 340Q I I I I I1 A'� ELEVATOR _ E. Bayaud Avenue #300 , ' � Denver, Colarado 8f}209 '� PIT ♦ � O � � '' . (303) 399-5'i54, FAX (303) 333-9501 v , i• I I i I, I G I I � n MEGN PIT � � 13 C IV � b' o.G. ' 1 °, ' ' RE� MECI-!. �o c� �� o.c. o � �� „�;L If1 �V�J1.I-1JC11YCl .�v� n I I I I� I I I � �R ISCONTINUE � � � REINFOi2GING ' SCI Job Number: 04-187 � I 53.o iB f p ADDITI�NA 1 '-�' 4.0 3.03 ElNF0l2GiNG A7 �p�_ � O DISGONTINUE 54,01 �� � LEVA70R PIT AT ELEVA70R ISSUE/REVISfON DATE NO. � - 5.0 • lNFORMATI N � �' 5.00 p � 75._p. PIT � 0� ;1 ; : : ;� . y , :; :. :,.= •; - • �• ,;: • • r. . ;: . :.-; : Y :,.., � , ;, .,•, � ., I 53.0 10'-O' . :•: � • _,� :.. � : :_ ; • =_ : ,: : • ., , - ., . ; . ,. . � CD PERM1TSEf d'IOCT07 ' ' " : ; , •�::•�• . : ... :•_ . - : �-�. � 13 ` .. O i STAlI2 � � � '• - - � D _ _d' �. _ ; :'_ RE� ARCH_ _ �_ " '� --i r i- - - - _ • � � STRUCTURAL CDS 09NOVD7 i . r . . . ' 82'-O. O '•: � SIM. � � � ' `� RE� ARGH. � _ '• ' " • a- i :t ' _ - ' • _ _ � � ° � * � � � � � ' � t �� �� � TOV RESPONSE i2DECQ7 Q � e � -0 2� -6 3 -� � � i2 - /B I I I I I ( I f I I I I #10 @ �j • A �j1 `�' :- S3.O � 12� O.G. P ��-� � � 3�- " � LI�`6� {f � • �. • .O � � '� � •,- , :� 'p � �P �._o. = I I I I I I I I I f I I I I ` O . O : :... �; � � ' � ! � I I ! I 1 ( I I l 3•0 �� 4' UP p : � Q CCD #10 24JAN08 Q - �o . , , : •. 4 .,: . � . y : PROVIDE 2 -O' x � I I I I I I l l ' 0 � ' -' . ' � ' ■ 4 -0 -7 •. . • :_ , -•. -; •; . : - . . . .. .. , ;�: - ' 2'-0' 1'-O' DEEP 1 4.0 � 12 -8' ► ^ _�3___ _ - . ' . .= • • •-'%�: . . • 1- .. : `- X . � . � � = `�` > • I I 1 I I I I I I � .; - - '• " =• : '•� : . - :• . , • . ' = - , �- - : r;= -� p � a TOV FOUNDATION SET 05�E808 � t ; SUMP PIT • `�� ` ' � � 4 Ol I I 1 I I I I I 1 � Q i'ROViDE 2'-O` X �' 76,_�. 82'-O' ' ' ' E �. •, - ♦ ,'' =, ^ 2'-O" x 1 '-O DEEP ' � � `n \ Q � _ � ' _ Y „ ` _ � � TOV RESPONSE 11FEB08 q . T , F, I O Q ' { 7•-p' � P6-22 5 � � RE� 7/S4. 1 ; � : �' ' . �::- ` , - ; Q 'v � •; _ 79'-O' .s 7'-O' I7'-2' ' ., . . CCD #20 11APR08 Q 4 , • ,, -: �� ' S 3 � 4 Q `� ' , ' i � •"• RESE EVATOR � CCD #24 23APR08 6 . , . . � , - Y � , i '-O _ ' ;; _ .', � 10'-p' 2 �O.G. \ .' z, ` SUPP IEE2 FOR � ' : ;•` y . ~- � � �: • h - ':, . . _ , . LOGA IOiV 13 ■ . _ . • �- - � • �. �.•:: _ .: z•- r � =:, . - :,._: i O 13 Pi2ECAST GIl2 ER - -- ' 8 �� 82'-O' � p ,� =-- � �' I � A 4,0 � �10 @ 6' O.C. AT SLOPING OUBLE 4.0 O � I TEE ABOVE ' ' DISGONTINUE i � Sq.O� 4.0 � � O ' �O � i it 2 '3.0 6 � 0 i REIN�012GING g 11 A 2 ^ 6 � 4.0 4.01 .4.0 O A� ELEVATOR 4,0 3. S4.01 .O (� - 6 _ . . PiT B RE: ELEVATOR 3'-5' 3'- ' '-4' 3� -6' S'-10" 4'-O' i � ' i '-7' 4'-O" 5'-10' 3'- ' 5'-4' 3'-6' 3, 5' w 76�_�• SUPPLIER FOR � _2. ' a �EG/ ^ � �oca��orv � ' � � @ z�� 2- ogPO. . ....,STF `° � b � t 8 o.c. �o�y�Q,� �oYeq����,o • o � : � � ' � � � � : � 5010 � : � �� � u . . �°�- �w • � . l� EL. �N� A �� � D � � � � -... ...:� in SUMP PIT `SS/�� A�- ��G S Z°f � RE= MECH. � "� � �. � � -r. o . n� � -r �L � v �, �- : o �vs � � , �6�_6. � 8 @ l � � � � �G � � � �� K C � N� f-� � � � �� ye=r-o• •� � • oc. � NOTES� 0 � t0'-O' 1 '-O' � � I � � ' �°� � 5' TOPPING SLAB W/ 6x6-W2,9XW2.q W.W.F. 1. RE� S2.04 FO° PLAiV NGTES. � � 82'-O' �IV S'i'[2UCTURAL BACKFILL OVER MAT �ooe xx• � f � F0IJNDATION, RE� ARCH. FOR TOP OF 2. TGP O� MA'f FOUNDATION NOTED THUS� �--- I I TOPPING SLAB AND MEGH. FOR FLOOi2 3. TOP OF DOUBLE TEE YOPPING, RE� ARCN. � DRAIN PIPING. PROVIDE 2-#5x3'-O' AT ALL � � � � r � RE-EtVTRAN7 CORNEI2S AND GONTROL OR 4. OGAL REINFORGING SHOWN AT COLUMNS OR WALLS REPLACES GLOBAL RElNFORGING I � � F � CONSTRUGTION JOlN75 i5'-O` O.C. MAX � � � i SHOWN ON PLANS, !T 1S NOT ADDITIONAL � I J - - � - _ ' _ _ ' .� K m - � - � - _ � � ' _ - - - - - � - - _ r _ _ _ _ � ` - - - � - - _ � _ , � � � i � i , �1 c� � m � 12' ��.G. i r E r i � � O � � i � � i I b J ' 8 � i'C-9 I PG-10 � PC-it ! PG12 PC-13 � `� PC-14 ' PC- L ` : �. - . .�; . _ _ _ _ _ _ � � t� �c-�6 � r„V � PC-17 � � . �� P+ . i s • � • )y1� . } 'i ' ' • :w > " 4 ' '_ � y �� � h_ - i • 1i .� _ \ •f ' Y - 4 _ '_!• •� _ r t/ • � • 3 i. 1 / M ' ' , -�/ � � - s 5 � � � � � t t � I.L � � �0 4, � � - - - _ _ _ 4. 'Q 44 � e"� _ . - - - _ .. _ _ _ _ _ _ � _ � � � � � � � � ' � � o 7�g @ � � 1 � � � Q w ' � � � � � Q N ! - - - -- - - - _ _ #8@ _ _ _ _ _ _ _ ' # Q . � � � N � � O ���_O� ' � � � . � -�-W #8 � � _ � � ,2- �. � P - - - - -. - - - _ _ _ . (� C!) V � _ _ _ _ _ _ _ �( J � � W - � <C - . � � � , , , � � � � , , � , , , �, , � � , r m � , J CV � o � � . �„ ' � � � REVIE�t`ED B � � _ _ _ _ _ _ ` _ � _ _ _ � � � , , ► � � � r � JU �. � � ZaO� � � � �v , � � � SAFEbuilt Colorado � ' i i � i i � 82'-O' � � � � ^ O _ ,-i: � •=• �---� ; , . ='T^r+:-�:"f �•a, - ^ � - - - - - \ ' � ♦ • • 1 s •+': � ,W "'- , �� .T _ �T -� _ - -� . :-� � � _ .��:. - ° - -�-. - ._- � - _ GARAGE LEVEL . ,,_ � , a � , 83'-°- � ENLARGED PLAN � � ' ' � ` ' ' ' � � � T . O . MAT ELEVATI4NS ` S - - - - - _ _ _ 4. � � - - � - � - - - - AND REINFORCING ' . ■ AREA #3 �� #� @ � . � z• o.c. - � � PLOTfED MAR . ,� � . ' .G. �*7 @ ' 12' O.G. 0 CNK'D BY JRB • � COPYRIGHT O 2006 BY DAV{S PARTNERSHIP P.C., ARCHITECTS T � - � - - - ' - ' - - � - - ' - _ _ � � � t ' , 2 3 4 SHEETNUMHEf� MATCHLlNE S2.�4A � - - - - - � . ,� � � . � � � � � � � � � � . � � � � � � � � � � � � . � � � � . � � � � � MATCHLINE 52.06A � 1 5 _ - D. P .A. PROJECT # Ofi232.00 SCI PROJECT # 04- 187 -- -- -- - - - - � . . \ � a � � 21 22 23 24 25 26 27 28 _ OVERALL 21'-10' 19'-1 ' lg'-17/s 23'-10' 16'-8Ya" i9'-O}�' 15'-3Ya 7'-4' 1'- GR1D TO GRID � l'-O' EDGE O� MAT Q p . • . � P QrCI f1 t� l.5 � � i � i � i � t � � O � Q .� W CY 75'-6• 4.0 Q � ` W c9 O . - - - - - - - - - - - - - - - , o A zso� B�c� sT., s�. #� oa � � tn � _ bENVER, COLORADO 80205 � � ' W � 3Q3.869 .8555 F.303.861 .3D27 Q O O i .i � p � i � r � i � � N m � . 0725 MAIN STREET . UNIT Ci01 � EDWARDS, COLORADO 81632 W W 970.926.8960 F.970.926,896'I � �r � J ..1 �n _ _ �.��-o- u v , � � � , , , � � � � #� � � 9' {�.G, - - - _ _ _ _ - �; - - - - - - B 3/52.01 � � i � t r t r � � #�1 � #9 @ 12` O.C. 9' O.G. � / , W �o S .O1 � O � MEGH. Pli' , � Z � �!'-O' RE� MEGH. F ►i1 � � i i � ADDITIONAL � � °C � 74'-O' � � 75 -6 t r u c t u r a I 1NFORMATfON � � - - - - - - - - - - - - - � Consultants - ` lncorporated = 70'-O' � p "` _ � 3400 E. Bayaud Avenue �3Q0 _ � _ _ _ _ _ _ _ - _ _ 8.�. MA7 (303} 399-5 54,� FAX {303} 333�s5oi � T r � � SLOPES Emad: lnfo�sci-denver.com � � � � 1 � ( i � � � SCI Job �lumber. 04-i87 � I I � � � ISSUE/REVISION DATE N4. � � DEWATERING VAULT � CD PERMIT SET 01 OCTO7 � � 1 ( RE� 53.09 � � � 4'� STRUCiURAl. CDS 01NOVQ7 ^ � � � ' � I ' i � � � � ' W � D TOV RESPONSE 12DEC07 Q 70'-O. SUMP PIT � E2E� MECH. I 1 O TOV FOUNDATI�N SET 05FEB06 � �' 2 AND 10/54.00 � � — . � � � Q 4.o L � - - - - - - - - - - .._. _ ..... ._.. _ _ — J ^ #9 � r- —t O TOV RESPONSE 11FEBQ6 3 • , � 6' O.C. ♦ I I \ 'O 6._�_ CCD #20 '11APR08 Q �-- - -� i� � � r � s E Q ' - N " - - ' " - - - - - - - - CCD #24 23APR08 g `r 3 p �74 -0 O in , 4'-p' � � A.O � ;n �' � � m - - - - - - - - - - - - - - - F 10 @ ' O.C. e... i �O - -� - i� - - - - - - - -- - - - - G � Poo RF��s � � � � � � t�� V �� ��� �1�� � � ��•''•o•''•T�c� to @ �4•-0- ; C��+:y�Q�' � YQq.p,f":�4 . • o <" : � L �,� � . o . � �, �r ��� v �, �- � o � s , , � o �. , ; , � � � , � : � 3 010 9 : �, � D � � � N � o � c � � G �, � � � � � �--,�_o. _ _ N �D� =�c,`� ��� ••. . . .. .••��� g�zYlo� � NOTES� 79�_O' sS/�NAL � '' t. 80XED NOTES � INDIGATE A l'YPICAL CONDITfON UNLESS NOTED OTHERWISE, RE� N�TE 2. BOTTOM OF MAT FOUNDATION N07ED 7HUS� �� , ELEVATION 100'-O' = U.S.G.S. ELEVA710N 8165.34'. p� 3 201 3, SE1B-GRADE A? MAT FOOTING BEARING ELEVATION MUS'f 8E APPROVED BY SOILS �NGINEER. � � � / � � � � � 4. RE� ARCHITEGTlJRAL, MEGHANICAL, ELECTi21CAL AND PLUMBING DRAWINGS FOR REQUIRED SLEEVES OR � BLOGkOUTS IN MA7 �OUNDATION. � 5. Ox INDIGATES STEEL COLUMN, 12E� S7EEL COLUMN SCH�DULE S1 .�4. 6 O 6. ac-x 1NDIGATES PRECAST COLUMN, RE� PREGAST COLUMN SCHEDULE S1.05. 54.01 � 7. f2E= 51.01 AND S1.02 FOR GOORDINA7E PLAN AND SCHE�ULE FOR COLUMNS AND KEY POfNT OF FOUNDATION � p O AND PREGAS7 WALL PANELS NOT LOGATED BY GRID TIE, ♦ Z � 8. RE: S3.06 FO[2 PREGAST PERIME7EI2 WALL LOADING AND GOU[VTEI2F0I2T WALL. DE51GN INFORMA710N. � � � i MEGH. P!T 12E� MECH. FOR � oWic m � ' � � 9. PROVlDE BAR LAP SPLICES AS FOLLOWS� ADD1710NAL \ #7 BARS = 7'-b' - - _ - - ` INFOE2MATIOU - - - - - - ^ - #8 AND #9 BARS = 8'-6' 7�'-O' ,� `! �10 E3AR5 - 9'-6' Q � RE� NO'fE 3/5 Ol � ■ _ _ _ _ - � - - ( - - -- - - � �c:_r,_ `� � �1-t-�— � � � � � � , � v , , � ,� � . o � � �3•-0• ` � �- o .._.I � � 7�•-0- . 6._0. o Q . W ., ' ' � �'_ - � - - �- - - - - - - �, - - _ _ -- � � � t ' [ #10 @ 6' �. . u:1 t- N n/ � 1..ld � 10' O.C. � _ � z � ' � � � � Ld� � . #i @ o #9 @ � r 1 O.G. � np 6' O.G. � �° � � � - - � - - - - - - - - - - - M � O � o . o � o � �- � , � , , , , � , , , c, Q �- - � - - - - - - � - - -- - - tv 'dC �! � �' �j W Q Ll.� � * � 7NICKENED MAT FOR TOVIfER � CRAf�fE INSTALLATIOIV Z � � � � RE� SUPPLIER FOR TOWER iif � �"'1 O GRANE fNSTALLATION - � MECH. PIT O � v , ' � � WFORMA7iON 6 RE� MEGH. F R � � � 6'-O' � �Q �� AD�ITIONAL � � (� � uvrot�nn�r� aN - - - - - - - - � - - ` - - - - - P G( J � W — � <C — 3'-O' d- �' � � � � � 2o�-oY8 ' 24•-0• � � � � , . r Q � � J s�q @ � � � 12' O.C. � m #� � � REV( E�"� Ea � =s � .� I , o 12' .C. - � - ' - � [ - - ' - - [ - ' - ' - - ' ' - _ - - - Q � � �. Q � ���� SAFEbuilt Colorado � � � ' 1 I t l 1 l 1 1 N � \ _ _ _ _ _ � GARAGE LEVEL ' ENLARGED PLAN � 8,�-0• �- , , � , t , , � B . O . MAT ELEVATi4NS , _ _ _ _ _ _ - _ - � - - - - _ - s AND REINFC� RCING � � AREA #4 . � - 9@ z- o.c. � I �9 @ � i ' � i i i i � 12' O.G. � PLOTfED MAR , � � � � CHK'D BY JRB * � COPYRIGHT m 2006 BY DAVIS PAR7NERSHIP P C„ ARCHITECTS . ,! 2 3 't SHEETNUMBEI� I i E i t 1 1 - - - � - - - + - MATCHLINE S2.05 - - - - - - T . � � � � . � � � � � . � . . . � . � � � R � � � MATCHLINE S2.46 1 5 D. P.A. PROJECT # Ofi232 .00 SCl PROJECT # 04- 187 � ; � � , � 2� 22 23 24 25 � � � 28 ,� OVERALL � a ` i9'-1 ' 19'-1�/8 � 23'-10' lb'-8Ya' 19'-O}�` 15'-3Ya 7'-4' GRID TO GRID � J 2}'-1 O' l3'-1 O 8 5'-2�/s ] 9'-7%a 5'-3Yz' 23'-7}4' 18'-53/ 5'-6Ya 12' 1 �a 6'-4' 1 O'-O' � J �„ GOLUMNS � � � 4 EDGE OF P/G WALL PAfVELS � U � ' • ' � Arch � t ts i a r 28'-O' � � 28'-O' � � 23'-faYa � � � 26'-53/4 � 1 ' �-tp• � 19�-6" � � �, GOUNTEI2FORT5 W \ � � a � I � i I � I i � � � O Q �; � � � � i r i f �. I � � V W 0 0 , C� V W • J4: .� i. 'fr: ♦ - �'r / • � ?'x:v . .� Y � -. : `•. fS_.� �aT� �. �.r :. s� � 'a Y jl : w s y • �1�� j l ��..� � / i: � � f • f,�•1 il � i��i � �IV ��tii� S i • .yL � h f � . , Q � • � �. . . �•f-e i_: �•t; i:•'. .: 1 °S' �it i :a ': • •"�.:.� : , Ii -, > � . - . c - w ^ t 3� W l 3� c 9 O ' • • _ *{' : �� . . �: _,'�� :� ° �w•7r �ttys :'.°i _if : • �i't . : t ' ! '}' : • ' �. . . f.. •••\=::.'��i,-i,.. s1. e • -, i:e ��t! : :t � . �'� :r:r. ..t ti:4� . � f�.:� � �• i i � . ♦ :� " ' . � J� • � ` � � � ' f 1 � �r. �� T� 1 i • ..� � t O O � ',� ' ' •lO y, t � � � ' , I , '. - "Y. � . . i 4� ri� . �-T � ::. s "" '. 4,t�Y �S � ' ; 230i BLAKE ST., STE. #'[ 00 , (N � �� l � � I � �� � ( � � •'' 1 � ' ? � � � �" 303N 6i 8�555 903 8613027 , 1 . � u] � W i, � f t � � i i �'� � I N 4 O � � �y 0225 MAIN STREET . UNIT C109 Z Z I f � I � _ J J � � �• � i i'-O' � I 1 � � � `* �� J ' ; . . 9 0 926 896Q F�.9�7d.9 6 896132 � � , , � �o v _ _ - I j ' ' � I i •-�YB � � � � � � � � i ' ' � �v � �v *�1 X10'-O' @ ' , j ,_ H tV- 1 t z o.c. =�: I � � � AD 17fONAL AT � � � � a a j EN S OF 'i E � i t � � � � . � � ► � ► � � � : �o -���T I � . : � � o � . -y =`: � � AR AS 10 5Q. FT. •� i � 13 i l � ; . i I _ _ , ' 4.0 r; � i � . i � ' i =�, � � ` � � j ?O'-O" - ` `� b �' ^ -- _ -- - - - - i � � � ;? B � � I � � I ( � 75' O' I � _. i i I , • ' 79'-O` MEGH. PI r i i i 5 ` � i ' � ! RE: MEC . FOR ' 4. :? � I � � I � • ADDITiON L , . � � � . � � I i � INFORMA !ON i i i . � � � � � � �`' � � ( ' ._ i[) ' � i , #a @ 1 � � � � I � _� � � ,2• o.c. � � . o � � 4.0 i i ''- . #q @ ; O � t � EI 1Z' O.C. E : : ! _ _ _ ^ _ ` _ _ . � , � , : N � Stru � tural _ � � � - , � � -� -�y8 � � ,2�-� � :: - - c Con su I t an t s ! . I f � � j I ' 13 �: lncorpor � ted _ i � i � I �0 f �,� 34d0 E. Bayoud Avenue �300 #10 @ 6" O.C. i , : Denver, Colorado 80209 DISCONTINUE � i � �- {303) 399-5154, FAX (3Q3} 333--9501 ' REINFORGING r � � � i i �, Emaif: In4o{�sci-denver.com JtiT GL�V.4TOR . I I � � � I � ' "' ' - - ' ` �:- • - '= • • . . - - — — .� £CI Job Numbcr. dt- 107 P �� � 1I � � �� ' � � o � ' , � � � � , ( ry; ISSUE/REVISION DATE NO. ' r, + #10 @ ! : . � 12 O.G. i I I � � � i _ CD PERMITSE7 090CT07 I ,-= _ ' _ _ - -� - _ ' ^ . i � � - _� _ :' _ STRUCTURAL CDS 01NOV07 i ' � � r • � ' I , I 1 ;� _ D ^ 6 I � �4 ' 1�-2%8' '-4' 14'-2! � i a- TOV RESPONSE '12DECd7 Qj � � ! f � �` � ,Y TOV FOUNDATION SET 05FEB08 Q �, � o i � � �9•-0- � � � , � . - � � :- . � � I �O i C-27 � � I I I � `°' p � TOV RESPONSE 11FEB08 Q 3 .� � h I C'Z I 1 C-2 � I _ f,,, , „ ,� r G-3 PC-31 i ; � , ' - """''"'r �y _ . . -� y • . � j �D I � ,� _ - - ,, .� , _ CCD #20 11APR08 Q , � t ,• _ E � � 82'-O' t � i . _; o CCD #24 Q � 4 , I . � � 23APROB 5 _ 4.0 � 4. I � � i "; � � r i ` I ^ 5 / : RE� MECH. FOR '1 � - � F � � i #1O @ f � 4 ;• LOUVEf2 OPENING, .r 12' O.C. � � f �; Pl2EGAST WALL PAN LS :, . • • IS f�ON-LOAD BEARI '� � � _ ° _ � ' � `� , � � � _ ' _ � — — — ; _ A _ O � � N I ! t � `�1 i ' �;. — .G ! I � � � y O�• � �� APO� E1CU�(�T t� ���� ��� U ' ' � a�.�.•�ROYB••F�� GA � �► C�� LE1/� L ENL. �► �C�� f.� . � � , � , � , I� � � � ;� � �o��Q q9,�.o � � l ; _ ; . � a� . PL �, N T . Q • � �► T �L. EV �► T1QNS � "� �--:_� :-.�{� .,,..�•� .� - • � - i' - - -_ - - _ - . . � � . _T -�-: . : 5� : � - . . , - Q � i �° t , �-1 -o�. :� s�'=r-o' ' -N a.o ,� � ss� . . . �� � s(z �l�� �' VD �L� I �� a�� � l �1� �`�1 � � � '�� 12` O.G. � r � � 'Jr" : in �F••. . .••'G\ NOTES� e j0'-O' •• ONAL i � � � 1. RE� 52.05 FOR PLAN NOTES. � 78,_0. • , x�oc x�r �''8 @ � ' . ��� 2. "fOP OF MAT FOUNDATION NOTED TI-lUS• -�--- 12' O,C. � MECN. P1T r 82'-O' � ' � 3. LOCAL REINFORGING SHOWN A7 COLUMNS OR WALLS REPLAGES GLOBAL l2EINFQRCING I RE� MECH. FOR � I I �._0. :� � SNOWN ON PLANS, fi' IS NOT ADDf7iONAL ADDITIONAL ♦ � 5' TOPPING SLAB V4'/ 6x6-W2,qxW2q W.W.F, • O I ENFORMATION OI�f S7RUGTURAL BACK�ILL OVER MAT ! :. `V 4. RE; LEVEL 1 PLANS FOR DOUBLE TEE tV0'fES. � I •� � T�ND GTION, RE� ARCN. POR 1'OP OF � SLAB AND MEGH. FOR FLUOR � � � � � � DRAiN PIP {NG, PROVIDE 2-�Sx3'-O' AT ALL � '� � i � RE-ENTRAN7' GORNERS AND COfVTROL OR � t _ "� _ ' I � � ` CONSTRUGTION JOINTS 15'-O' O.C, MAX I v - - _ _ � .° �► _ � � i ,, _ � _ _ _ _ � 0 I � � � �� � ; �' � J � � �� o @ " Q � - �.o ` - - - - - - - � - -- -- - -� � - - '� - _ -_ - _ - _ _ �' K 12' O.C, � n i � � � f � � � t � � I3 13 � , � U � � �� � 4� 4.0 � 6'-5' I 3'-b' 3'-6' � i 4 � '�. c� , PC-17 �o PC-18 . #�79 @ p � �: � � � , � �: : � �'~- 4'7 • ti ; � � �l�_'" •'. •\Li i�itl.I ti - i " - : � G O�� I � p/+ p ^ T • ,• i -• . y 1�\i-� -1 `i-2 I � � `�! f •.w'i ' + i ' ,� _ �• , - _ '� -�, � F _ �' � . t � � - ' � '. , , - # . _ 3.0 _ t� � � 12` O.G. '` • y ' , - - • �-,r - ',,,, ` ' ' i L � � : E� ARGN. ,?, p " ; - - �j . ' M •_ . ._ , 1 � •r: �� �i ♦ e m ; . =� 3 O � x 3 6 TALL � � •� n/ � W , � 4.� 3.0 i; 10'-O' t` !JP 6 ' � �� �. WRAPRETE COLU 5 � LL � ' � e'"� - _ _ c0 • = s� 4.0 :: O � � ` ~^ a :. , ', 3 ' ••`,• ` — � � � � t4 : i� ' �t �t�:'f . ` �ti L�: � 1 !�\ ;�f.YiS. � r'� O y • � � � �- o 0 � � O � '4t � — ' \ � �. � j, � � _� . � ` `� - � A =- `� _ -- - - - - - - - - - - - .- _ _ � � � - - #8 @ _ `r 3.0 ��t � � � i '�� ' � �o _ _ _ � .` � _ ^ Q � � � � " � � � 1'-4' 3'-4' 19'-2' 3 •� • �� � � � �./ W sl� �� � MECH. PIT •� _ �8 � � RE= MEGH. FOR ,:'� � � J ^ . ADDITIONAL .�` � � i2 O.G. � iNFORMATION • r' 'p � O �'O ,. _, • . _ �- - _ _ _ _ _ � _ , , _ _ � 7� � ` � � � � U � ` ` .,-'r� - - P � " Q� . .' � 'o w � � ! 76'-O' ' ' ,'j � � � • 4 ' � ' ti'� � � � � 77�—�� � 1 �,;� ! � �" '� � T" Q �, J 17'-O` 3'-6' ,o . .:: � � o .: � N : � � • O w r...m.nr,.eoe�� � ' , � , \ � • � � t . W � M � � � � I � f �. : �`= g 1 � � � � _ _ � — _ — — __+ . r,_ "' .,. r1 • j LY ;: JUl, � 009 �- � - ��` � �_ � � 6'-6' S'-83/a b'-11J�' i � 11'-1y ' . . . .� :-` •' ? F ui t Colorado 82�-0• . 8 � -� -� . : � � � N o - � � , , •: �o y ;= - — " -, %r- - ' '«, _ • .. _ � ' ' � .,: ':� ' '' . ,- - ,: _ '.. : :: •. . , • . ,r , . • . y S + _ ^ - ` � y� - - � GARAGE LEVEL 83'-O' ,=- � , � 5 � ,:-= �- ENLARGED PLAN - - _ - 4.° :`j - ' ' ' N � T . � . MAT ELEVATlONS - - -- - - - �� - _ .. _ � S AND REiNFORCING � � � - - � �8�i_o. :<, AREA #4 � � ,-. _ �- i � @ - :. 1 • O.G. _`J. .r . �-. � � ' ' ' ' �t 1 C ` � #7 @ : . � " PLOTfED MAR � 12' O.C. .; ; i� , > : '''� CHK'D BY JRB ... . � . �. � COPYWGHP � 2006 8Y QAVIS ?AR7NERSHiP P.C., ARCHI7ECTS :?� _ � � � � � ' • 2 3 4 SHEETNUMBFJ� � � =' _ _ _ � _ r � � ' ' , � MATCHLINE 52.45A - - - - - - T � � � � � � a � � r� � � � �m � � ' �3 � � � � • '�` O ` , :: ;: MATCHLINE S2.06A � � 5 � D. P .A. PROJECT # 06232.00 - SCI PRQJECT # 04-'187 - - ,;� - .�' � � T ' � � MATCHLINE 52.04 ^ ^ ' r r MATCHLINE 52.�5 � . � � � . � � � � � � � . � . � � � � � � � � � � � � � . � � � � � � � � � T � � � � � � � � � � � � � � { . MATCHLINE S246 MATCHLINE 52,06 , � RE� NOTE RE� NOTE . � MEGH. PIT � 3 S2.01 i 3/52.01 1 Q Z f i i � � i � � � � � � RE� MECN. FOR � N�FORMAr`TI N � � S � ° s Archit �S W , t � 6 � / � � � a�0 �. � Z � t 54.01 � i � r � '� � t � i � � � � � � � � r �5'r0' - - - - - - - - - - - - - - - - - - - �f , #q x 10'-O" � 7�i'-6' r 2309 BLAKE ST., STE, #'100 DENVER, COLORADO 80205 @ 12' O.C. 79'- " CEN7ERED � � �Q' c 303.861 .8555 F.303.869 .3027 �*q x 1 O'-O' @ 12' O,C, . . � GEN'fERED , ON COLUMN CENTERED 10 Gt. ON GOLUMN ' ABO EL�� / GE ERED �''B�� ♦ A60VE � 8225 MAIN STREET . UNIT C101 � � � � � � � ON COLUMN � � � E � EDWARDS, COE.ORAD� 89632 AB VE � � 970.926.8960 F.970.926 8961 - - - - - - - - - - - - - � � - - - - - - - - - - - - - �/ � � � � � 0 � � � � � � ► � � , � � � � � 'v � - , in N � 1 1 1 1 1 E I 1 1 1 t 1 1 1 I � � - - - - - - - - - - - _ - - _ - - - - - - - - - - w Stru � tural Consu ! tan ts � Inco � porated � � � _ i � � � > > i i � � _ i i i ! � � 4 - , � •� 3400 E. Bvyaud Avenue #300 � � #Q @ - Denver, Colorado $02Q9 12' O.C. R- {303) 399-5'f 54� �AX (3D3) 333-9501 _ _ _ _ _ _ _ Email: Info�sci-denver.com .. _ C� d• • - - - - - - �' - ` - ' - - x SCI Job Number. 04-187 � ' ' ' 1 � � � � � � � � � � i ISSUE/REVISION DATE NO. ' � � � � ; �a' CD PERMIT SET d10CT07 � , , STRUC'R1RAL CDS 09NOVQ7 , W TOV RESPUNSE 12DEC07 Q ; • � � O 1 1 1 1 1 f 1 1 f 1 1 E i { I � � � ) ` � m .N TOV FOUNDATIOIV SET 05FEBQ8 Q ` . � TOV RESPONSE 11 FEBO8 Q � CCD #20 11APRdR Q 8 `� CCD #24 23APR08 Q � ! i F t I t 1 1 I I 1 I I 1 1 , , � � � - - - - - - - - .. , � _ .. .. - _ - - - - - - - - - " � � 1 I 1 f 1 E i ! l 1 1 1 1 f � h a � o�Q4. . .FGisr � .� ���.��QN Q4Y89��9F ;O� �m Q i : ' 3sa� a p : . . : •Q i t i � � i � i i i � � i � � 9� ;�c�,� � , ` I � � sS�ONALE��'� S�z7[e� � l I - - - - - - - - Z � � � � � � � � � � � � � � E � � o o � � w o � � � O O ° � o (V N {n tA W W � � J � � � i i i � � i i E � i � i = � S H H Q Q � � U ' J � � , � � � � � � � � � � , � � � ' 3�2�-2�'e ' EDGE OF MA7 � W �+ 27'-5Y$ 8'-10%8 18'--3Ys 24'-4Ya 23'-1 �` 18'�ilYa" 5-5Ye' 13'-7%a' 13`-6Ya 5'-6%g 21'-10' t9'-1 ' 19'-1�/a` 23'-l0' 16'-8Ya GRID 'f0 GRlD > � � OVERALL n/ � � 439'-8�/s .° � � � � A n 12 �3 !4 t5 t6 17 �8 i9 ZO 2� 22 23 24 25 � � o � o } o �� o � o � � GA� AG � �EVEL �NL �► �Gl� D Q � � . PL� A �I � . C� . n/iAT` �L � V ,�► TIONS �I W o w � � �, N � �� � N� o �c � �� �,� � � � Y -_, �_o- � -' �- . � e � o � �- o NdTF_S: � � � � 1. BOXED N07ES �� INDICATE A TYPIGAL GOiVD1TION UNLE55 N�TED OTHERWISE. � � ^ 2 BOTTQM OF MAT FOUNDATiON N07ED 7HUS� ��—� . ELEVA710N 10�'-O" = U.S.G.S. ELEVA710N 8165.34'. � �'L 3. SUB-GRADE AT MAT F0071NG BEARIIVG ELEVA710N MUS7 BE APPROVED BY SOILS ENGINEER. W � � 4. RE: ARCHiTECTURAL, MEGHANICAL, ELECTl21GAL AIVD PLUMBING DRAWfNGS FOR l2EQUIRED SLEEVES OR �, Q� � BLOCKOUTS 1N MAT FOUNDATION. 5. Ox lNDICA'fES STEEL COLUMN, RE� S'TEEL COLUNW SCHEDULE 51.04. � � � I 6. Pc- INL? IGATES PRECAST GOLUMN, RE� PRECAS'f COL.UMN SGHEDULE S1 .05. r" � ' 7. RE� 51 ,01 AlVD 51 .02 FOR COQRDlNATE PLAN AND SGHEDULE FOR COLUMNS AND KEY POINT OF POUNDATION � AND PREGASI' WALL PANELS NOT LOCATED BY GRID TIE. O 8. RE� 53.06 FOR PREGAST PERIMETER WALL LOADING AND GOUNTERFOR7 WALL DESIGN INFORMATION. � q. #ROB I�D�E B�R �LAP SPLIGES AS �OLLOWS� R ��'�IE��j� � U ! #8 AND #9 BARS = 8'-6' Q i �10 BAl2S = 9'-6' Z J �ll� � � ?00� � SAFEbuiit Colorado GARAGE LEVEL ENLARGED PLAN B . � . MAT ELEVATI � NS � AND REINFORCING � AREA #5 � PLO�D MAR , CHK'D BY JRB � , COPYRIGHT O 2006 BY DAVIS PARTNERSHtP p.C., ARCFEITECfS 2 3 �T SH@ETNUMBER �_ • � 5 � D. P.A, PRO� ECT # 06232 .00 SCI PROJECT # 04- 187 � � � " . � � T , � � � � MATCHLINE 52.04A r � � r � - i MATCHLINE 52.05A r � � � , . � � �r � � � � . � � � � � � � � � � ,� � � . � � � � � e� � . � m � � . . � � � � . � � � � �+ �r ' � � � o � � MATCHLINE S2.06A � _ MATC�-SLINE S2.O6A � ' .,:' .; _ � - � . ,.. �:.: , � t � i � t 2' O.C. � i i t i i i t � =y , i i �' � �. , :'- � � � i ' MEGH. PIT • � . � , � QCCI 1 � l. l.s � . � • �. • / �_ � _� , RE• MECH. ��R O '- , � � ADD I'f I ONAL � ' .: � " � � IIV�ORMATION � � ' ' '' � � i ♦ i � � r r i i � i � � i • ,'+' �+ � .. � t ''� � - - - -- - - - - - - - - -- - - - - - _ �. - - - - — - l,J � �-o- ;. � ::,:• " 2301 BLAKE ST.� STE. #'100 � DENVER, COLORADO 802U5 � 12'-O' i2'-O' _,;`�; '" '� 303.881 .$555 F,3Q3.$61.3027 v O � . . 0225 MAIN STREET . UNITC109 a 4 _.�4 f ' � I � ! � r � � C-3 � � � � � • ' � . � � � EDWARDS, COLORADO 81632 :1iu- ; � °e � • � - , . r r.�� - _ � - - - - - - - - - .-._ _ •r _ •y 4!7 , ' � � T' � � i `�f � � • - �' '~ 97Q.926.89B0 F.970.92fi.8961 " " _ t�l _ " � � � .��i .'Ci' � � � , / � f ' I C_3 w, R;-' "` V � I I . �1 �: . I I ..'S . � i � 5 4 5 • - � � i � 4.0 � � � � i� � 4. 4.0 , . . `` � � � � ti; � I . . : . • •• � • � � �, . _ .. I 1 ' :. � .: m � , ::: � -:_� � �:: 1 [ 1 1 f ! i t I 1 1 � �� � j } - !�� � � � 1 � . : � .�:` � I .. .�• ; - ' ` ` 4. •� y I 1,� � � ���� - - - - - - - - - - - - - - - - - - - - - - - - w Structuraf � , �:�::= � , Consu [ tants 5` TOPP ING SLAB W/ 6 x 6-W2.9 X W2.9 W.W.F, 1 � � � � � � � :; -: _ ' t � ' ! ' _ , � � � O STRUGTURAL BACKFI LL OVER MAT • I n c o r Q r a .� t ed DATiO , RE� ARGH. FOR TOP OF . . _ .;• ' �m � T PING SLAB AND MEGN. FOR Fi..00R � 83 -0 I - '' � � _ ! Q. 34Q0 E. B pud Avenue �300 D IN PIPING. PI20VIDE 2-#5x3'-O' AT ALL `P � D e n v e r, C o l o r a d o 8 0 2 0 9 R E N T R A N�' G�R N E R S A N D G O N'f i 2 0 L O R C NSTRUGTlON JOINTS 15'-O' O.C, MAX � ; � I Y '• � (303) 399-5'f54� FAX (303) 333-9501 - - ' ' - - - - - - - - • �' � Emal: lnfa�ci-denver.com r X 3CI JvL hlwnber. 04— laT � _�^ ', ' ... .� _ _ — — — � � + = - � � 1 � � � ' ` ' ' ' ' � . ,:�: -' ' ' � ' a• � ! � � � � ISSUE/REVISI�N �, DATE NO. � � � , - � �' i m m ���` 'y ( � � CD PERMtT SET 010CT07 # @ , . `, . � SiRE1CiURAt CDS . 09NOV07 i2 O.C. � � • � - i ^ �' " � �• ~ t TOV RESPONSE t2DEC07 � � Q • Y � Y � • I i � ' � o ' t ' ' f ' � , , , , ( � t � I � � � � ' TOV FOUNDATION 5Ef 05FEB08 � � , \ " • ' � � � __ . � , . - � � � � I I TOV RESPONSE 11FE608 Q ' y . .. • ;'�: r 4� ' � + CCD #20 11APRQ8 Q � _ , _•_Y : ' i I . �: �'� ; , • I ., :,-• = t CCD #24 23APR08 Q i i i f i : • : ` � r i i i � � � r � i i . • , . ` • I - - - - - - - - . = - � � _ � i � •.: �_ ' F - - - - - - - - - - - - - _ _ _ _ Y , � ,.,:. - � � � � � _;,. I I � rt .' ' Q ' ! , : � Y• � , _ � `^� , I 1 1 F � 1 1 I � 1 1 [ w � w: a ' ' . �,�. :�: 1= yy • � : .. , •� • � � � I r . � •: - � � ORE s . , . . � � . , , � ,, ..�-,s�- '-- � � � �Q��d.. .. �� T � . :� . , ; �: ' �. �- ,.=; . ••` • I ( � p�,Q� AOYe :F . . ' _ ., , ., . .: ; • :.r . u' V� �� "49��4 . . . - : � : .: :. : �.� .. . :: , . : . -., c::.°�:- "> • _ • O g+ . • �'� � � i � 77 � � � : 501U • . . , i � , , , : • , � t i i � t � i t � i E -°� : �� r . �c. � - - - � 1 � o sslONA1. E�G\� ��z�1�� --�---- - - - - - - - - - - - - - - - - - - - - - - - - - � Z i I J � � z , , � � I , , , I � , , , , , , � , 1 � � � N � � I � � Q 0 0 � � � � � V � U} N � I w � z � W ul � ' � o � 0 J Z � Z � � � i i r � i I � � i I i � � � 0 � V � W _ � _ ' � l� u�i t3i � O � H I ! �'� Q Q � � � � i � � � c.� � ` ' ' ' E 6,-�, t t � ' ' � I � � � = EDGE OF P/G WALL PANELS � • 161 '-13/,� . 41 '-4' ' 116'-1 ' �. COLUNWS ' W •� 27'-�1'a 8'-10% 18'-3Ya 24'-4Y' 23'-11� 18'-11Ya 5'-5f'a 13'-7%a 13'-6Ya �'-67/s 21 '-10' S9'-1' 19'-l�/8 23'-10' 16'-8,3'8 GRID TO GR1D > �' li� 437'-8' OVERALL � � � , � C� � n 12 13 f4 15 1fi i7 18 19 20 ZI 22 23 24 25 0 r . � � � � o � o � o o �. 0 � ~ . GAI� ,�►G � ��V�L. � NL �,I� � �D � � � w � P�. �, � T . o . � �, T ���v � -r � o� s � -� � r � • A P „ � � � �EIN�O�CII\IG r1� � � �U ��=��—n� r�n N07ES� � v , � � `C' - 1 . RE� 52.06 FOl2 PLAN NOTES. � J � � � �aoc-�oc- 1 � ! � � 2. 70P O� MAT FOUNDATION NOTED TNUS: �-- I.I..f � 3. LOGAL REINF0I2GING SNOWN AT GOLUMNS OR WALLS REPLACES GLGBAL l2EfNFORGlNG � � SHOWN ON PLANS, 17 IS NOT ADDITIONAL � \ � � / � J 0 � � �'UI �WEa BY JUL 0 2 2008 SAFEb� ilt Colorado GARAGE LEVEL ENLARGED PLAN T . O . MAT ELEVAT � � NS AND REINFORCING � AREA ##5 � � PLOTTED MAR , F CHK'D BY JR8 . COPYRIGHT 0 2006 BY DAVIS PARTNERSHIP P.C„ ARCFUTEGTS 2 J 4 SHEETNUM6EF� � • � 5 m D . P .A. PROJECT # 06232 .00 . SCI PROJECT # 04-'[ 87 � , �, � � . - /l . , � � s s 4 � a � a 9 n � a o � e �s A e � �o s� a as � �e m A �e � ` WERN.L 4Y/'-6' s �Q Ci2D TO GRD 2�'-8' IC-9' T'tU� 16J9' tt'79j 6-0r S-0' 1C-I' 2� '4� ' 2T-S� 0''103L' lE''SYi 24''� 2SilM'i 10'iUb' 3'-S� 1Y"73fi 17�j B-6�.5 9 -10' 14i' 19''I� 23'-10' 16-di 14-015 1S'9K' T-4' GRD TO GRID � 3 � Cq1MJ6 24'-L' 8'-f� G�li T'�Ufi �'� 17-4' 1 R-7�lfi -0' 3''19(i 5-S 6'3' -9' Y '9 ' t�-89(i 6'Ns B-4Yi 13-8;i 219C 4'-lYi 14-8�'i t9''1' 18'91� 23-11Ns 18'-II�P 4-47 19'-Y3� 14�B�'l 4''4'i YI '10' 13'-1W(� 6'-2�.� 15-6' 7-YSi 6'3�£ 13'-49(i 4 �.i IC-IO�i' ' � -t ' ' s "9 T-4' 4c COLlbfB � d EDGE Or P/C YYAI.L PAI�lLS 2I'�B' 9Y� � � ' t � i � �13'C � T-03{i � ' 6' ' ' , 1 F�('.G Q P/C WN1. PMtJ�.S ` Qeeettt � O � � Qr. CAIIJTERPORTS 2�'-8' 1 1 $8 1 1 '-0` 1 � 28'-0' � � � 28'-O' F ?B�-M � 28'-O' � 28'-0' � 28'-0' t t 1 28'-C � � ?9'-0� � 12' 1 16'-119fi YslYi7 2pr-4• Q � ffi3Yi � � � �-1pr 1 � • � 1 � �T5 � Q � ~ � � • � rLAT TC TO 7RAIS�ER � � i DT � %'-0' i � o{ 4 � ♦ 16 PROVIOE T PLATL' TO i 11 � � � � � � • 11 F s x I u o& U t�i d� �l d� I I ' I , ' I I I I ' M I � I � � �� ' I I I 1 i ' • • ` I ' Ga2DER - B �PRECAST 9lPPL.�R � ' � DT � 9B�C I I 91µ QT � 98'-4' I ' i I � ' I I ' i I�+ 61A1 � �,�• l� � l� l5 O � . A - - - - . . , � . . . . . . .. . . _ . , . _ , _ , . � � . • , „ . , - - •*•+ � � ADJACENf TO 6LAB CP�NNG II I � II I II' ` II II ' II 11 , II II ' I , II 11 , I II �II ` II $ II I ilY 11 ` II � I I ' II II II 'II 11 ` II ` II II� , II . II II I ` II II II^ II I , I II 11 I II I , ., I I I 1 I I ' I II II II II ` II I ' i II II ` II V II� • � � To ��� II� II II II I I 11 II I I � II ��� ��z��- ��T �i � pzovroe Nolz¢ PREGnsT � � ee4wr ro �22nrs�R � . • II II � II Ik � III II II III � il II � � III I I1 � II I 1 II II II � I� � � I I II � II II III Id � 11 � II III II II ill III 1 � II II 1 II II II 11 I II II ill 1 r II � I I I I I II I II 11 IIII II I I II II II �� � � III II � I � II � I I 11 � II � II I II �� p�6�� �� � � � - ��. � � � , � � � , � �, � � � � ,, , � � � � , , � , � „ � � � � � � �.�� , � � :� �.�: . � � � � � � , � � � � , � ,� � � � � � � � � � , , � � � � � � � � � � � , � � � � � � � � � � „ � � � � � � � , � � , � , � � � � � � � � � � � � � � �� � .� � � , � � , � � , , , � � � � � � � , � ,� � � . Arch � t ts ' � � � ' � ' II 11 II II II II II I 11 II � I I II II �a-a' II II II � II II II 11 II II II II 11 II II II I II II Q II II 1 II II II I 1 � I I I I I I I I � 11 II II II II I I II I II II � i}e II' , II II II I 1 II II " $� " ' t , � i l ' I I� 1 1 I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I � l I I I � I I I I I I I I I � I t I I I I 1 1 1 1 1 1 I I I I I 1 1 I I N'o W�� „ ' I I I I I I I � I ' I II I I I I ' 32 . r_ � 7 `p n I II� II II � II II II I II � I II II I I I II II ,11 m II T II I II � I II II i II � II II II dl II II II II, II II II I II 11 II II I II 11 II I II I I I I I I I � I II II II I1 11 I I II II 11 II , tplN II II � I 1 II, I II II II I I II II I I i �'�' I '4 T b m 1O'�C 8'-0' � �I � � � � I � � � � � � � � � � � � � i ! � � � � � � I� � � � � � � � � � I � � � � I � � I � � � � � � I� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � � " � � � � � � � � � � � I � � � � � � � � I � � � � � � � ' i0 O - 1G0T24 f00TS2 � � n n n i t ii n � i i ii n ii n i ii � i � n i � ii ii n u n � t ii ii ii � u i � i n ii � i i � � n n i ii i � i i i � � i ` � i ii ii n n i � n ii ii ii nf I n � � � � I i � n I � i ii ii ' i i � i � 1 22 11 1 � � � 11 1 y I , ' � e ' Y 81..lV6ATAIW MD 1 I 1 1 � � I ' t t ' 1 � V�A�T�IQRd APD 1 1 � 1 I 1 ' I - � � 1 I � 1 � ' I I 11 � Fi � II I I I I I I I I ' I I ' LOADING DIACRaA � I I INC OIAGRAM Q � �. ' r I I ' I ' I I I I ,l I I I i I I � I � SA06 � i I I - �� � Q � i i Q 5 06 � I i I 8-11�'i � 1 � � ' Q � ' I I I � I I i K SIIA II I II I , I I � I � � � I � , II ' II • ��' I t , , , I II _ - Ftl S a II I I II I I Q I I 6' pR8.Cq57 I I ! i � I ' II _ � , � i .. I _ ( � � i � � � I � - - II , � � Q II I , 13 - i _ il _ - i I � � I I � I - 0 I I I I � 1 � � 1 Wa1. Pnr�1. � I I ■ � � � � � � _ i i i ' � � � �IZOI�TAI..L � � � i i � i i t , , � 1 , , I , I I � I I � ' t � , � I I � ' , . `S5 $ � i i � i � � � � '4 Q � ' � � � e'-6' fODT92 ' � I I 1 I � I I i � i � � -- � � � � ii ii � � � � 2301 BLAKE ST , STE #100 I �I I I I � � � 0 � � i i i � � i � 0 � i � p � 0 , � i i � , � � , I r-r r-s , ro- ,•�• , r-s � � n 0 �-s' , .6- � � � � � � � � I I � tl DENVER, COLORAD080205 � ro� iarr � � e�-� '-fl' e•-a ta-o�' e�• `a" �• �'-t a�-Ir ' �4� rca-a• � r-a r la-r to�s•-a• wc� � s�• � ca '• io ' a•-a• -ar e � -a �� v-s ta� n�s e�- s-qx,' •-a• s-d4' bwr�• a•-n• '-e�' II e•-e�'fll -b•e'-m: T� e•-s%• � .Q ��ssc ac� i -a � � 1 II .y� �cc- -c iav � s-s�: i -o� -0rra• ra � � � a�e- 11 � 303 861 8555 F 303 861 3027 � uarza icor�z �oor ioorn a �z s��z �mr�z �oornz #�m� �mraz ioor�z �oor�z iaor iooraz xor srsz �corsz �oor�z �ooraz �mraz snz �mroz ioor�z ioor� �z aor�2 t �oaroz aoraz �ooraz ar�z snz icar�z i sz f ioor�z oornz I srrl � ss icarsx ( iarr � � I I �II ` r-o N � � � � � � � t i � � i � i � � TYP AT � � � � I � -9�fi 32 � t 1 � Z • ST33 � � � i i i � Nlj(i � � � � � � � � � � � I I i � � 1 , I 1 c _ _ _ _ _ _ _ _ �� _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ T 0 � _ _ p 0225 MAIN STREET UNIT C101 1e i � � �� i 5613 u ii n i � � i n ii i � ii i ii i � I I I 1 II � � � � � ' � II ' II � i � ii � ' EDWARDS, COLORADO 81632 � � � �"�T �� � � � � � � � i i � � � � � � � � � � � � � � � � 970 926 8960 F 970 926 8961 � � � � � ; � � � � ��T � I � � � � �� � �n (s�es 1 cs�.aPes cs�.cPes � ��ores oo►rn , II 11 II II II II II II � � ' II 11 II II II II I Q,e,M y II II II I I I I I � II � � , pRq� i II II I I ( I I 9 Mlw� rselrraxceL Q I I I 1 I I II 1 I I I I � � � � � � I 1 I � I � e I I I ' eF1u.� I I I I 1 I I y� I I I ca.pasiTe cwcReTe � - - - - - - - - - ------ ------- I I I i i � i i � � i � � i I i ia�inl� � i d I I �e i I I I I � � � il l I ia l e I I I �I � � � , I I � � I e i I � � tl � I II I � II II II I � I � � i I I I I I � I i II II 1 II I II II II I II I I �� �3 I I I II I I I � � � � I 1 I 'a� i i i i I , I II II il II II II la I , I � ' I � ' 11 II ' I I „ 10DT24 � i i i i i I i i � ` i T� 6� i � I I i � � ii n � � � ' � < . . � � D � , � , , I , I ,T-II' I � Dr - - - - - � - - - - - - - - - - r - - D � II 1 � � � I II' 11 ' II II � I �' II 11 ' II � 1 II � II � I II II �II II` I � � � I II I � I II II II � 11 ' � � � � �._4 _ � II II I 11 II II II I Ilux,,,y� p�p� � S I ' I II 1 II II II II II I II II II � � 11 � II II , I II� � II II t II I � II � II II � 11 � � � � � � I I I � I I I I I I I I 11 I I � I 1 I I I 1 I I I I I i I I I II I I I I � I � DT • 5q'-S' � � � � � � � I � x4xy, 4 � ( I I I I I I I I I I I I I I I I r,�Paer _ i � �� cncN rca I I I I I I � I I I I I I I I I I 1 I I I I I I I I I I I I pT . q�`-4' I I I I I I I I I I I i I I 1 � I I I I I I I j j I I I I �� I � � II I I � 1 II II, II 11 � I is II II � 1 II II I I II II II II I I � s � n � 4�� , ��� � � I I I � � I II Q ti I ii i i ii n ii ii n n i n ii � i i ii „ ii ii i . 9a��.• � i « : ii ii i n i za n i n , I AIR ii ii n ii i ii ii ii ii ii , ii � i � n , ii ii ii i i � n ii ii n � ii n 2 �e o a a ii i � � i ii ii� ii ii u ii n � i n it i i i �ii ii � � n i i� � n i i ii i u i n 6-I�l _ ElY6TAIRl � i ii ii ii i ii n ii n I ii } i nI i iill ii ii n i n ii ii � n I 1 . l • � Y 11 11 �5 I II II � � � II I � jl II II II � I � II Q II II � I 11 II I I II �II II I � I + II I II II II � , II II I II I II 1 II ��RI 1 II II II I I �' II pT . qB�� II , II II il I II� 11 II II I Q � II II II , II II II � � �� Q � II I I II II I II - II II I 11 II ° ' I I I � II II II I I II II II II � � II - I I II II II 1 II Y 11 II II II II I II II II � II II ' I II � tl II 'O II I - II 11 II II � c - - - - ` --- _- � - _ _ _ _ _ " : . '^ ' � � ' _ ` _ _ - - - - E or - 4a�r 11 I -- � t � - � � - � � ___� I I I I I I g' �T I �I t I I I I I I I I I I I I I �worR p "' ' I I � � I I I I I I 1 I I I I I I I I r� awncr� ro sus oaeNinc k -� I I I � I � I I i � � I I I I I I I I wnu. Pnr�1. � � ( � � � � � � A� 3' S'4 ' 3 ` -6' � rLnT PLATe T � � S 3 3 -a' I 6 1 � I I I I I I i pT . qa'-0,' I I I TI I I i � 1 I I I I I I I ^ I I i I I II I I I I I I I I � � 1 I I I ' I I ',� �T���Z�R �cn.sT � ^ ¢ � � I I II II ( � I HY 6TAAQI � II �� �� II II II II II II I II WALL. At 6. 6, , II II II II 11 I II I1 I I I II II II I II II 11 II � I � � I1 II � Il 7� 6pL PRGSSitt 1AA06 TO p � � I a'O�O� � ' � �ap�,�yy I _ _ °T _�� ' II ���� _II II _ II �FI ' _f � Q � �il II il II II II I II a'14N�� II � II II il II _II II II II II I � ` � _ II II II � I _ II� II II li I � � � � � I II n.e co�.�Te�o�T wpyy6 ' I I I I I I �q1�„�a �te�Tior� I I I I I I , � --_--- --_ - --_- - ---- ---- -� - - 1-- - - -- - - - - „ I II II Ili 11 II i II II I II 11 � il I ii ii li II II il 11 II � � � � 11 II II II � � � II 11 II II II II I II II u � � � � Y � � � II II II II II II II II I 11 I pT' . .a; 11 • II II II 1 II� II II 11 I � Q II 2 :� � � � � i � n ii iil i n � u ' � ii ii � � i ,n u I n i ii u n ii n n u n i i i i n ii n n ii ii � i � i i n ii ii n ii ii i i I ii ii ii ii ii ii n ii i i n ii ii i ii ii ii � i i ii r�* u _ T,qy,� I II II II II II 11 II � II � 11 I 1 III 11 II I II II I II 11 � II 11 II II 4 te� 9 1 II II II 11 � II II II II I 11 II II n � � II II 11 II II � II II 11 I II I II � II I II III 1 II) II II 11 I � � II � II I � � � 109'!• ii I i ii � ii ii i n n n i � � 1 n � � 1i n u i n i � i ii ii � � ii u n n � � n ii ii ii n ii i � n i u i � ii � i ii n u ii n ii ii n � i ii � ii � � i n ii � i � � �� ii n � � � il n � i � 611A d � � � � ' 16 � _ � � 1 � � � � � � ' � �- � �� � _ � _ � _ � _ � � � � � � � ' _ � � _ � - � � _ � MT PI.ATC BY I � � � i i i 3' INIAIM REI � � DT � 99'+6��• - pT . qq_T i � � � � � � ADJACENT TO 6L4B CPH�ING PRECA6T 641PPLI�Ji I I I CCAPOGITE CONCRETE I I A I I i I I I I I I I Tl � � 1 � (� r � I ' I I � � I TOPPING I I n u i � � i � u I n � � ELEVAT�lOr6�L � II � ( I � I I I ( l �{y� PR'OVD� FqRIZOMAL PRtCAST � , pT • � I I • � I I � Fr� � er�s To rrin� , ° --------- - ---------- � ' I s-v I � a•^�i � �o ' �a-o' ' �a-a� � t 1 � � - s �r ' aw�i' 6�tYP � ' ioo� � e•-v a-NP � �ao� ia� � �a � ia �a rr-v i• � T-g5' �aa � aro� tao� � ia-c a-�;• i -s � a•-i n � v � fao � �-a�, s-s9i' ic-o� w-a• iao� r-b• 4 s s-3�; e • � � s,s�; �-a9i iccr � � wo� � tca �a-o� iao� � I I I I : ' � ��wai.�s � N - � _ IODT24 � lODT32 iCO7D2 10DT32 � � 1COT32 IC0T92 ST 2i A 3T ST32 � IODT32 10DT32 ICOT32 10DT32 10DT32 � IOD} � IODT � i 1CDT32 � IG0T32 _ 1CUf32 - IC0T32 ODT32 IOOT32 lODT3 I 32 _ tODT32 _ 1 2 _ 6T32 6T32 1C0T32 2 _ 10DT32 5732 6T32 IODT37 � 2 � 5T32� 6T32 1C0T32 ODT32 10DT32 IODT3I � lODT32 _ ' -_ - _- _-'_'_'_'_'_ ' � pT . qq� � '6 I I I I I I I I °� � � K� 1 DT - 99'3 '�� � I I � 1 I 11 I I ' � - � � ; ; �&; i i i , i i„ „ , � i i i i i o i ; i ; , � � i „ , � � � , Structural f � � � � , „ „ , � � I � I , � � ( � C � 17 , � � � , • � � Il ' II 11 II � h o �4-3' �n � � I I � I � n ' �I I I I F Typ � i ' � � � I � � � I e (SLOPES � I � (SLOPES UPI i F I i�x wnup.�5� I � I I � i l � I I 11 � Q 11 C o n s u I t a n t s •'�.'� Y 7 � •i�b. -�S' � i i I ( I � _II I_ 'P I � _ � RJ1T �� � i � i T-1' e � i G-L FCR p � � � � ilODR92i i i i i i � � � o , � � , , � � , , „ n - � ! ; � ' i i p p , , �Y� , , i � , '�°� � Incorporated , i i�� i i � � i i � �3 � � � � � � Q y i �. I I i I I � i I 1 ^ � i � � -, � WALL BARRI9t i � t � � � � � t ' � � � � � � � � � � I � I I � ' I I i ' ' r � BAFa21ER WAI.L R2l+MNG I � e � rRAMNG R6 10 �nzanrra. rr�casr � I n I I a � 4��0 ,Mm n� , a�u ,uxaa rax pT . , � 4 QU venue o�ui rn �wmv cIC 1 � I � '9 _ ' � Y � � LAYOUf Cr _ � ��'a _ � _ _ _ _ _ � _ _ J ,, �I � � e ,. ( � � I � I I � � � Denver, Colorado 8 209 � � ��t�''�- ' � T ' ' ' ' - ' � � - � - - � - - • • • • • • - - � - - -� I • • • • • o � , ° °��«,� , - - _ 3��) 349- 5154 FAX ��3) 333- 45�1 T ii i , , , � � . i � i ,�,x4„k , , , I i � , �� � i ��.,T I r- T Email InfoC�scrdenver com �* � LLV El�VAT � _ � _ ,. , � . _ - . - - - - - � a - - - K SCI Job Number. 04- 187 K T.a� _ ___ ____ , 4 -r I II II II II t ��� II 11 tl II II II II II II II II II II II II II II II ! � II II 11 II 61 II II II ' II II II II II II II II II II II II I I � z � � - � � - - � - � � - � --+ -�+--�F -+�-- f ' +F- '-FF " +I- --+I- ' '�f - '-'-'- '- '-'-' . �oy.�- ____ Y , frP'Yl I I � II II II � 11 � II I SI� 11 -�' p � H-tdS I II � 11 11 11 II � II � � II 11 � II II II II � II � II II I II � II II II � II II 11 � II II I II Im ' �"+' II � � II II II II II � II II II fl I I 'p.r �!� �a � ' 11 II 11 11 � II m II � II , II 11 � 11 5 y� � T� � fi�'T- ' n gY ' � I �Q I I I �� I I I 1 I I I I I ' � I I 1 I 1 I I I I I I I I ( I I pT . qq� I I I I I I m . qy:� I I I I I zO I I I I I I I Q I I � I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I � � � I I I I I I � i I I I 1 I I I I i I I 1 m II I 1 II II 11 II II II II II II II II I II II II II II i II II II II I I II II I II II II II I II II II II I II I II 11 II II II II II II 11 � � a "'"u- `�___ � _ � x7S' �� � i ,o i � ii i � i a � - � . � :v � i o ii n ii ii ii ii i � n n n n n ii ii � ii ii ii ii ii i ii i ii ii n ii i i ii � ii n n i ii ii n ii i , ii ii i i � u �� i n ii i n n u � ii ii � � or . �-.• � a ISSUE/REVISION DATE NO . Q� � � � I I II II Ii � i I n � I� II II II II II II II II 11 1 IT II M'-� II II II 11 II II II II II II II II I I II I II II 11 II II II II II I I II II � II I II II 11 ` 1 �T ' ��' ° __= a �' - -J --� - - � - - r - - - i • I y ( II II II I - II II ° II II II Il�'�' I II II II II I i T-t�Yi11 I II 1 II II II 'O � I - I II � II II II II � II II I � I II II � II II II II II II 600 PI.F II II I ° I II _jJ� _ _ I I II II � - - - - - - - ' ° ' ' ' ' ' ° ' ' " ' " " ' - 600 � - " - " ' - � � � � � � CD PERMIT SET 010CT07 $R ep � r,y =___ � _ ___ � 4 13 S� T '� M ' � ° � � • �-4• .os. � 6 � 'r.os. t.os. T� r.aa � I�� r -.�'. i � � L r ' :� 6le 4 .o --- - ---- ■ Y " � or qae - _ - ari�, - ar-�'Y,' • ar-i • e , " 9'-WF s 2�1L' �o .0 4 ;o � ___ _ b � ____ _ Yt Q � s W40xID1 W40x491 ���� 'Q'' 97-1�14' ' qT-I ' T.O.& T� T (9�9'�47� _ _M9' 49 � _ 4� ' 9B4 � _ � � _ ' ' _- ' _ _ � ,,, P � ��r-,� ��-,y �-», - �'-».• ' �T-+ ' �• � _ _ • � -Y M STRUCTURAL CDS 01NOV07 M Y 81x�R __ __ _--_ � zS3 (94-47 ( 4') � n ( , A ri _ M^ _ _ � � _ � � �� _ �. _ � _ � � � _ � � ' W40x191 NQ4x65� P 4zSS f � � _ ___� � tt - � i � iq � ( 1 %1 F1 A Y t i x _ f � R`` -_ _ _-_ _ ' -_� �' � Kiac�x _ � � � � I�w-�7 wv-�� �aa-e� � � 0 < Y � f g �, g � � � � � � � � � 6 A �+X� � � TOV RESPONSE 12DEC07 Q b n � � � ^ r ... .. .. .. ^ • a � ' ' ' - _ - . _ � ' - - ' � ' ' N - - _ __ _ _ � ♦ � � v � �i �i � 3 3 % � ~ � h N 4 4■ N � h � 0 � p � N �f --- - --- - � F � �` �``" ' � o x� ' " o 0 0 _ ' _ ' � - --- --- - - - - -- - • H � � � , � b CCD #10 24JAN08 Q � � Q T� � _ g� � ' -_ _ _ _ �C� _ _ _ � _ _ 3 3 3 � _ _ _ W+Ox131 __ __ x _ __ z xZS6 I37 _ __ ___ _ ___ __ __ _' " '�x z ; 6 ♦ x 6- i� L a�+ n 1 x x yyei � WIOx�31 ; (99'-47 4x N1Y4x� W4 x431 W36x246 � x f � a '�F 6-'-�1Y 1' Y 104- 7 �- ^ � _ _ ' _ _-_ __ __ __ 6 W40z1l1 � O b '___'__- '_ -'_ _ ' -' Y s .�{ ' _ -_ ' _ - yATI - ' _ -_ _1�T`iY - _ _ _- _ __ . __ _ '_ -_ . � (99'-47 49 (99''47 __' '_ � _ � ' __ __ � ' e ' � '-' __' _-_ _ ' _ � 9 '4 (99'- y '4') • � � ____'__ _ __ ___ T�__ ' TANL e9' T _ � � _ _ t _ _ a � _ T ' �_ __ _ 3 e- _ __ _ ; 18 6 ♦ ♦ ' i� (W�4�',') 31 N ( �4�7'�n t 1� �^ _ � � � , � , � � , , � -,----r------------- - TOV RESPONSE 11FE608 g �, ■isz i� � w H � ' �. H �+ u � - - ^ - - - - - " " - - - " - - - " � - - - - p '' '-'_'_' _ '_ _ _ __ ' ' ' ' ' -�{ ' ' ' x _ ' '- - _ _ -' W40x�31 ♦ y y " " "r n Fi v � p - - � � - - �_, _. � - - - - - " : � � � � & � � � � � � � R � tl � ` �� � - �i � - " - � n , -- -- : - - - - --- --" --- ---- ---- ------ --- --- - - CCD #15 18FE608 ------- - - -- 6EAT - R M � � S 4 , �i �i � z z x x z x x x Fa � : x t� x � x x � x x x � � � 'Ai � �Y � � � a• '�i i Y � � � '� � 3 q � r � � x SFl40ED A�/� _ _ - ' - ' _ _ " � (99'-�9 [99''47 �r � - tr Fi Fi Fi tr Lr � 9 � 6 �, s ; � °� o � fi' t+ � �' ■ o � � R � � Y � � ^'7 x 6 .� e � ' o � 4 R � � 3 3 3 3 3 � � ° ; n i. F F h ` � � � Y � � � ; x x � x x xU� x0 � � x x � z z x � x � ' � � '�Q ; 4� WIDGXa' N i � IV �` f %� � O � 1�1 % '� % S N P it P X % f f � NIGFI CCWi � n jR � � � � ' � ' x �t � ^� • • • • • • • • 3 3 � � � ■ � �i O O O � �l n O" 3 � 14 ' __ ' ' � ' ' '�'�'� _'_' '____-'-'-'_ ' Q cenicRere cus � � . x . �, � . o x � ■ o ie w F � , �. � � . � � o ' 3 Q . � o � . � �„�y a w,o.,� Q � � � CCD #24 23APR08 r-J � v O y� x � � � Q x2S6 ; � x� x x • ; 3 3 3 3 Q 3 (99'-4y (94-�') e p +�' O � � � 11 4 ' -� 6'7 .�1 '�F � 4 ''J- 4-3' 4 � � "77l 4'-�3L 3 6'i' � i ; �lli 6-C S-0�'i 6-0' -0' 4 -0' 5-IUfi 9''7 ' 6'"S 6-3 4 ' 4'4�T 6'14fi 1 -0�4 4''T 4 -1C 4 'T 6-39'i 4- 4'-11�fi T-0' T-0^ I 6411� '11' 6�115 6'3' ' 6''3' 6'-6K 4 '4yi -fOr 4'-IC S-0Y� 4 '1C 4'iC 6 4 -4f'� 4 '135 6'3' S-Cl '''S�6 3' 3'-0r -994 6-0' 3' 3 3'�6' 4 -0' S ; 6'-1W 6'11' 6-2 � 'rd� 4'i' 6'3' 3' 3'"4' 6-4 � � � Q . - -a�r Y � r-ax, r_�y; NO'IE� 6TAIR uP • Q Q = Y CCD #32 18JUN08 6 � - - x � . � e a z e ��� o°�r ir�riLL � e�n R x wis. � .n ra� ° � � � . � 2 � � � � � � x� � ��� Ta � '"Z�x"�.�� ' ' ° ' r '� W° x43� � 'x� CONSTRUCTION DOCUMENTS 08AUG08 d � a x qq'",� 4V36•136 MAIN I.EMBER F .+�� • 66 � 1 I 1 1 1 _ _ __'_ _ '- _ _ ' _ 4x7S -1 _ _ '_' � '_ __ . '_ _ ' _ _ _ ' _ -_ _ _ _ ' _ '-_ _- -_ NQIxC 'f ( _4 l99' 4 ) _ {��l 99-47 Q '-__ '__-'- _ ' ' ' _ ' x x ' _- � ' ' _ _ NQIz h -� n M Y - 16 _ _ _C '__ __ __ _ ' ' _- ' _ _ _ _- _-_-_-_ ___ _ _' -____'-' -__' Q � v xl • '� �.���.�� � .._ " ' � � Q m ' ' ' m pS t+3 12 � 14 �'- _ m � (�7 3� 7 W36 �'�����. �. 'x� • x • � � • � � • x L�1 �F566Ax6�i - � ' ' � ' � ' ' ' ' _ ' ' ' = � � � �°' ' , _ .. �,,a � �,x� ,� � � AT � TOV UPDATE SET 10SEP08 6TEPPED 6LAB � �h sF't�a s��ne �' 4 r�.osea va nuc�n o . � � ovr�.�rx6o,Mir�Die roie o 8 oP ,_ T� a �" �crrxrs nw Q � n " ee�+.�s _ � i L s�e.e suvPOaT n - - � o . � � q � m • 4a,a• x .3 �o,n�� 4 a �r i � � � e � � i � � � h °�c ° ' 'q • O r.as ; qa-e _ � � AS � �µ 4 0 RE ` ' d ., ,owRr T qa, �• � ' b � qe-0- - ° . r�a �� - qs-e - -- --- -------- --- - ---------- --- 0 G/ o � -r � 2�la ' - - -- - - - - - R _ _ _ ' _ _ NON-ALIGI� T.QS. T.Q6. T� TAS. _ ' ' � 96-8' f.OS. T.0.6. • 7,pE, TAS T T.Q6. TA.S 7.Q5. T.0.6. .QG T.OS TA.6. ` � TAS T.0.i T J'1_ _ ' _ .. .. _ � � � �- , � � TYP A � PLF .( 36x � TA.6 • ■ T�, x � -13f1 4 '9' 6'-S � � "v � � T.�. : 8� � � � . %-�- . � . %•_B .� ,. „ � . �-�- . � - ��-� T.�. - .��- T� -�- • ��-� - ��-� . � . �-� . ��-� . %-�• • %$ - . %.�,. „ B --- - - --- - --�g ----------- ------- --- ------------- � OQ,P , , . . . . slF o :o • iat� � _ ' _ � � • qa-e• wasxia T I R y1 + � .as' m n • qs� • v�-e• � � � r.as. � y � qa,s• w %� � -s e ro�(' � „ i i � � � ° s �0�. �� ROY � �•. 9�O � � � � x � 4x65 x� 96 � � 4x33 � B � ' �� �% � a N �_� �� • %'-B' AT a • ' ' � vb _ ' � _ � � _ " _ � �� • ' '^ � ' � f � � � � _ � � _ i^ i��ljQ e•9'9�• ,1�, T•QW 11' � ' 4'-8 6'-7 3'4 � 4'-T 6'- B-1 '7 4-87fi � -IP �'-0' BOti'� 6-0' 6'4£ T-C 'J'-111(� � 6'-7 6''13{i 7�0' T-0r T -0� 1'dli �� T 6-6 d'i�' BilKi 6-O�1G B-0�5' 3'-11' -07f� 1'-e�j T-C -0r I'iWi� 4 -iV�� �'-ilK 611�(i T-0' TC T-0' 6'i0� T '�J'-03G • -0' 6'-II�(i �-6� 4-6�'t T � 6' 9(i T-0r 6'�(i 4'-6 6'iIY� 6'-T 6-T c g � � � (C� • T _ _ i __ _ a. n COMlCTION z� � p __-'-_- '- -'- CpNppY pp6T' -' X T x 14 lREGTION � R& 5211A FOR g • � � � � � a�san rra � 61M � • � + LP � � 1 II�FY1 BEAM E � � i � � I OVERRRAMNG fp2 i G �'3 N Y � � � � � � � � � � � • • Q 6TEPPFD fiL.AB � P�y _ G � � • • � �i 12 z AIR PRIOR TO ■ TYP AT SI�PORT �i � n • F �O : :C` � 7YP AT $ x ' , n � x ° ti �1 � ��t - • � � • ti N � T� R % � s,m� � w,w �e�e � w3a � 5 "`ee�.�r.c ' w7i x"a° n H � � � � ' 3 � x � � 'OF'• . . •'\v • r x g ... NOTE B � � � F�,� ' , q � ff � � z � x ■256 xS34 • mMQ4x3S Y i G V g � � .rss � �' '� �, � ' � + � s ia r � -4 �'-a� � - --- --- - wv-,9 � --------- ------- ---- ------- --- ------- ------ ' � - - - � s 0 N A� �� DY-!o 0 ♦ x H 'r ' � ' 1 3 � 4x'S � x I 1 4 � x � � � 1 - _ 1 _ i 1 _ � 1 1 - 1 ; ' - . i � 1 1 � - t - � 1 � ' ' 62� _ x K6S %63 �" � - a- -_l�_ iR T �Nn wra.m! ' ------ --- � - - - - - - - - - - . � . . . . � �� . . � � . � . � � . . � . . . . . � . . . . . . . . . . � . . . . . � . . � . . � . . . �. .�� 4 W36 � {� n 3 � TANL ti � -8' U'� 6'-? 7n• �- �� � it � Fl in _ �f' • �'-0' r-3s: " R � "� " � ` � ' v m � � � H x � s �,� n u �� ` "� � R � R '� � � R � � � R S� R �R R �i � R fk 7R %� � � �i � i� � � � " n � s�u d R • 3 : � i� R R �R R 9 � 9 R R � & � � o- � � x x ix x A x x � � iR � � � y �� � i y � x „ o w�xa� � i � i � t � ;� x z x x x x z x x x z �t � � - � VS k iz� x x x x -. �y � 4x ' tr tr 1 65 , eO � 9 $ � fi _q• � 6� � � 6 9 C�r141. OP! M1.4Y ^NQ NOTC B � I !� � � �' � � � � � 3 � � � � � ; �' � � � 3 � ; � � � � 3 STEPP D ELAB _ _ • � r ^ c }S � � NR4 � v 61F'PORT DO N 9 T 6TOPE �7(7pM5 q1�D � � GONTINJE EXTEM6 aF p g Ix3S N¢�x3S xSS x3 4. Ix ; NOT Cllr LONlR DCdC � m � Q � OVERPRAMING FOR LONER DECK FOR rILL � F � h � 6LAB 6lPPOR'T 6TEP OPE WAY DECK " o � x : � � � � Rb 6208A f�CR � � � � � � � yyjyx � PREGA6T � . DO NDT CIIT LOY�Flt t � � � x �4x� � x x ADDIT� _ _ _ � � _ � _ � _ �� WALL � AT ANGLE � � � � � � _ V � �� x u - - - - - - - - - • - � � Q � � • x � „�� ° P'-cs. .,y • , �, � � e�. e� � 4 TAS. � a �7 � � 8 10 . .0.5. � � NQ4xlS3 NR4v95 NR4 NQ4 Wl4x95 R6 COCRDINATL PLAN � b $ • � y� 3.0 .oa. �'a , u �, � ? ���• . .as � x �i,u.�°'Pa�i of �cnsT b i � PCrt � , - ~ � � Y � Q %' i • qb�_ i 96�Z � 1 1 ,y _ 1 1 1 � µ T.QW. � � 1 1 � 1 300 R..r , �_T v v � .. _ _ _ _ _ " _ _ _ » _ •• _ _ _ _ _ _ _ _ _ � � � _ � � _ _ � �. .. 'p Y � � 4�4 " 5-O' • i � � b $ � r.os. � azto v M i� 7� $ � yy._� 'q u� T-0' SiUfi S'iTS' � T-0' T-0' T-C -5.5 �'dS T-0' T-0' b-6 6'i�J6� SiUi b0�(i 5-0�' 3'II' 6�5.{� 1'-8�1p T-0' -0' T-O' T-9Ni 6�L94' T-0' T-C T-O' 6i0' 6 T-0' 6'�6' -a�5 4-0�5 Ti7 � _ '_ __'__-'__ '_ ___._' _ _ ' - ' �qx 10 '7° ` -0' 0 � g� D xv Y � %_ � N24zSS NQ4xS3 NR4x� ��, Yd4� 4x'JSY^ T.QW. ' 96-214 i-3' 6 z x f� � x ' 8 STEP A.S. S'�� � a- � J �� � � � � Tav� � � � � � � b •i•,•.� -� �nyy11 � RF� COORDINATE PLAN t � � � t 1 a g Y � 7'� � � f-0' • 4 -d . 1 ^ -0 (93"2 9 Vf24■ TYP AT � T W24 � NR�xb� W2dx� 4' � � FN�LJ_�PA� i �C� Y 0 e x x D , � • a�' ( ) AI.IG�FD ■ � !Q b � � x55 X �n % � ' 55 TA.W. 6LOPC5 MD � \/ � ° � r � s • � e- • a-��'; , �6 a � � x�6, NR4x6S 4x z35 . • � 4 � 7 y p` io x � �+S � MATG-ES TAla 1 1 1 ■ t � t � 61�! t 1 1 1 1 t f � Y'24 W24x�3 1 1 i 1 1 t 1 s$ nrtx fa,eM ' p � x� '" o � = J H b " e sra D� . s"x '° wia■ Rr-o�'re noornaNa_ � � � : b � wz xx X ti � 6 � eet.ow $ (s�o�sJ � n e° inraa.a.T � � �i � � 6 I � • - N24x6Q w ' ___ _-'___ - _ '_ ' -'__ '__ � ' __ ' ' - ' _ '_ _ -291t9 'O WI2x3� 4Sl�i � � � � _ � � �� � � ' � ' _ _ � � � � _ _ � _ _ _ w 1 1 ' �+ O REJ 6 A FOR x % � C« � z 1 i � ` 1 �p � � x ; ! i f t T� W�L i 1 1 t 1 1 1 � y - aTrrP� � � � wA'i,noNS �4" �Q., +p ��, n' � Q � L� � � r� Y � � MATCFES T.QS. �! W N, r � b 6LAB � � A 61 66.16 r _ 'sA °+ !�+y N ■ � � ` � � � � x " � ; 5' \l � ii� a' - SI Zx '� p -l� + O � I / TANL 6 ` G R g : o s � � � x � W x __ - iao vrux �x , _ .-. .. u o _ o � _ _A A � - - - - - - - - - - - - - - - - - - - tia� ' - � c � ' � 5� O � e p � � � W36x13 P ^�+� +v i �',� Q n � f ♦ o � TA.NL • 9B4 � � � ' '° x � , � n c � H x � � R �� ^ � � ( �. �4d�L' +t Nn2x3D�3 f a Y � , o, H � x z x � % � � X � � � � Q � � � � I � � � � � � � � n � � R R : � + tl �� � � ° x % � � � ; � � � � 4 r �' � ,� � R R �t 7i � �3 8 � � g � � a + � +� ' r � 3 s I � � I � � � � x a x z x x i �o � � YY12 �p '+� � I I � � '-'-'---'- -' '-'-'-' ' % - - -- - ' ' '- -' �'J___'� � J' � � 'J_' � n � � � X % }�+ �'/ �+ � 1 1 t 1 1 I 1 1 t I 1 t t f I 1 � � - � O O f � �x x � x WZ4z WZ � IAA �' � +' � � I 2x+.1S WI2 I 15 z 6'-3' - 6'- ' 6'-a'i 4-1 p � � � ''�" G ■ Q � � �'� �'-`Y'F �39(i 1 '4� 4- 4i1' S-6 4-10' FI654x4xYs 6 � ■ z i i � � � z� 1'- � � � N¢4 � 4 x � � � � ' t � i r � � i � � � � � � � � a %� ; Y � � � � � � W Ox362 I 4 I301 Mf14 SS 0� xNOTE �30 _ � � � � � _ _ � � � � � � � � � � � � _ � � � _ � � � _ _ � � Y _ _ _ _ m �:x� T x, �T .. T . �� T , ,� ° ' � i i -I W � 6 � �I x195 r.`� • � . ---------- --- ------ --- � ----- � - g -� - � I r_y� ix �-g � 'S °o I i � � � � � i i � � � i � � � � � � � �. o m . X � � p � �.,. ` Y � _1 � Q Q � � ; � x x a % B � � I� - � � � Qx . � � � � � � I I � � Q T 9D4 6 � � � i � � � � � ♦ �3 � i i � 1 1 ; 1 I I 98 � 1 I � 1 1 1 1 1 I ! 1 t I 1 1 1 I 1 1 1 1 1 1 t i � � �/ � In $TEP � I I �i �► T 0.MA � _ _ _ ' _ � � z � - - - - - I I � ' - I I � ' Z I ' Tm� - - - ----r--- - - - - - - - - - - - - - „ 2 , , , , , , ��, I - - - - I - - - - - - - - d W J d , t , I I � � I , I , I 1 I , , TA�. V�� N..«� � , 1 , , , , , t I , T.� V,�I� ,� , , , 1 f , 1 , � C� � i �1 i OAIR ATT I i i i PRO.ECTED JD.S. AT � I �'PRO ZCTE%T�.OS. AT I � ^ Q - � � GRID Z • ■ � � � � ' o � I I � I I ' I � I � i � ` Q d' > � � o Q � o � � . . , � � . � ; , � , ; , , , o � , � . � , . � . , , . , � . . , � . , , � , , . � � � � � � z � � � � � , , � ; , � � ._ . � � � J , , i i , i i , , � T� � � �� � I � i i 0 MD MATG�ES TA STEEL I i I I i i i i I 1 i 1 I I 1 I I i I 1 I i �, __7� i I 1 1 1 1 t 1 ! 1 1 I �z�. 1 1 1 I 1 ! i ! t 1 1 EDr•E Of� P/G WAI.L PAI�G 6''7 IT-4 6'-7 M4 � '��� GOGG OP P C WALI. PMELG � COLLblSa 47"1Nfi 4'39(� 6'�B' B-4 .1 -4 T-0r T 3�l 6d' I-11' 403 ' 142'091f 41'-4' Ii8- Qc CALN.NE , - -,.,, _ - ... - _ :..__., .�.�..-.n.��-...� p ,,,___ � GRID TO GRD 24 -8 10'-3' T'lU(i 18'9' h''7j6' 6C 53' 10-4' a'-4� 14-U4 ZT3�E B"10'$ 18'-'Ji' 21 -4Y'a 29'il�F 18'�Ui 6�ji IS-Y3Y 1Y-6�li B-6�.{i 21 '10' 14-1' 19'-I�i 23''10' 16-8�6 19'iY�1 �g''�6 T'4 GRID TO GRID �' � ONERALL q37-B' OVERALL � � ., � -� .� . .,_ > ..-„� ..., 3 � ` t 4 s 4 0 6 7 8 9 4 � Q t! 1� p � D b �i � a 42 �3 �4 26 !6 4� � q � „ � f lT ('1 r '� e' � Q � t�� �� ��.� � � 3 6 � i � 4 � � 1 � ' . ^ • . � � ee . � _ � _ �� � _ _' _'_,.�_ - u� �-_......e :,.a...a., � f0 � � Q � � M � � 8 � O � LEVEL 1 PLAN �, � N � N �, � EVE � I PLAN ;6-=, �-o� � � � NOTES� Q 1 . SEE ENLARGED PLAN SNEETS S2.08 THRU 52.12 FOR APPLICABLE PLAN NOTES. o PLOTTED MAR . , � 0 �; CHK'D BY JRB � QCOPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � n. � 2 3 4 SHEETNUMBER O � J Q � LL ° 5 ■ 0 1 � D . P .A. PROJECT # 06232 . 00 � - SCI PROJECT # 04- 187 � � 0 � U i � , � 4 s 4 6 6 7 8 9 �D ■ It 4 �4 p I6 rl b li � 91 42 43 94 !b �6 27 � wrlrai 4YT-�' OWll2AI.L GRID TO GKID 2�-8' IC-9' T'1P(i 1B'4 tt'7%' 6O T-6' 1C-� 21'"43'� 14-U� ZT3K' 0''1p3fi tOtyfi 24 -� 2Yi1� tE'i9i 6'-SK' 1Y'7i� 1Y-6�i 6-6'.f 21 -10' 14-1 19''I'�(i 23'-W 16'-dfi 19'-0�S IS"� T-� GRID TO GRD 0 0 � Q � � i � � � � � i � � � � � � � i � � � � � � � � � � � o Q 0 0 � Q Q 0 0 0 Q � � � 0 0 � � A " ' ' - - ' - „ _ .., - . , „ , _ , ' ' ' ° A • ii ii u i ii n ii n ii ii ii i ii ii n n J � n n ii i ii� n ii ii ii n ti ii n n n n ` ii u n i n ij------ � n i • ii ii u n n � . i i i i i i i i ii u n ii ii i i n � �, V n ii ii u i ii u u ii n ii u � ii ii ii s II II � 11 IM II II II II� II II II I II II II II , ��f{ 11 11� II I II � II II II �II II � 11 II 11 II � � I II II II II I 11 ��� II I � II II �II 11 � 11 I I I I I I I I II 11 II II II I I II &' II If II 11 II II II II r � � II II II � II II II � • II II II I II II II II II II II I II II II II �Yy II II II I II ■ II II II II II II 11 II . II II II II II II r I 11 T""' I 11 I II II II 11 il I I I I I I I I S II II II II II S I I II II II II II II II I II II 11 II II II II II II II . � . e " " ' � ' I II II II II �y I II II II II , II II II II i,1 I II y� II I I II II II 11 1 I 11 II II II I 1 II II II II I I II II 11 I I I I I I I I � II 11 II II I I II II II II 11 II I II II il I II II I ^ � � /� �� � � � �� � � II II II II � FI I II II II II ` I II II II �I I II lZ II ' II II II II I II II II II I I II II II II I II II � I � I I I I I I � � 11 II II II I II 11 II II • 11 II I II II 11 I II II ; r� � � � � � � , � I � � � � � � � � �� . �; � � � � � � � � , � � � � � � � � � � � � � � �� � � � � , � � � � � � � � � � � , � � � � � � � � � � � � � . � , � � � � � � � � ; b I � II II 11 I II II II II S II II II � I I II I� I II �I II II II II I'� �I II II II II I � ' I II II II II I � II II II � � I I I I I I '�I II 11 II II � � I II 11 I � II � II II � �I II II II I � � II II ; � a � , . , . „ . , � , „ , . „ „ i : � , . „ „ : , , , . � , „ �I . �, � , „ „ „ YI : �, „ „ „ „ , .I , „ „ . � „ . I �: � . , „ „ .� , , , , , , , Y , „ „ „ „ Y _ , „ . . „ „ 7 „ „ YI �, „ „ „ , YI „ „ .I � - � � � � � i i t � � 1 � t s � �5 3 � � �b �5 � 8 i5 � � �L �b 3 I �5 3 0 � e � � � r � � � � i Ib i i � II II II I � '� 2 � II II �°7° II I ` II II � y � , 11 II , II II ti II II s- 0 ' - ' ' - - ' ' ' _ L ' ' - - - - _ ' ' - ' ' ' .. ' ' _ _ - ' ' - ' - ' _ - 0 II II - / , I�e � � II I II II ■ II --- II I I 11 II II � � I I I I � I I I I � � � � I I I I I � � e t � � � I I 11 � 11 i 11 i � � I I 11 � � � � � � � � � � � � II il � 11 II II 11 " � ii ii ii ii ii � � � � 2301 BLAKE ST , STE #100 � . n n I ii u � i � n -- � tl DENVER, COLORAD080205 � � � � � � � � ' , „ � � � � 303 861 8555 F 303 861 3027 � � � ' � � �a � � � � � � � � � � � � � � � � � � � i ,, n ii � h i 7R � i � o i R o e i n � e � � i � r � ° � � o � � o � o ii � � ii � ii � � � � o •�i �i �ri �i I I I 1 C - - - - - —jt--f}- a - - - - ° - - - - - - - - - - - - � - � - - � - - - _ - _ _ , _ _ _ c 0225 MAIN STREET UNITC101 i i i i ii ��3 ■ � � � � � � � � � � � � � � � � � � � � � � � � i i � i � � ii ii „ „ � EDWARDS, COLORADO 81632 ' � � � � � � � � � � � � � � � � " " � � ' � � � � ' � � 970 926 8960 F 970 926 8961 n ii ii n ii ii ii ii ii n n i i i i i i � u ' ii � � P,i,i ii �s�s p�.R i � i� � I I I I I I I I I I I I 11 I I I I 11 11 I I I I I I � I I I I eFl � RJiF I I � I I I I � ' � 6 a-w4arw4� � � i �I I I I i I I I I I I I I � I I I I � � �I I I I i 11 1 I I I I I I I I t � � � � � � ; � „ � II II II II II II il II II 11 II I I L � II II II II II II II II II II II I I II � � II � � II 11 II II � n � i ii ii � D ` � II � � I il' II II II I �' II II ' II I II � II II II II II 11 II` I � II II I II II II II II � II II II I 11 II II 11 I 11 11 � ' I I 11 II , II il II II II I I II II II II ` II II II � I I II II II � II II �� 11 ' II II II � "` � m II � I il II II II I � II II II I II II II II II II II II I � II II I II II � II II II II II II I II II Q II II I 11 II I I 11 II II II II II/�, II I I II II II II II II II II I II II II II II � � II � I � � � � II II � �, $� II � I II II II II I � II II II I II II II II II II II II I � II II I II 11 � II II II II II II I II II II II I II 11 I I 11 II 11 11 II li--� II I I II II II II II i � II � 1 I II II II II II 11 II It II a rr II � I 11 II II II I � II II II I II II II II II II II II I � II II I II II II II II • II II II I II II II II I II � I II II � 11 II II II II I I II II II II II II II II I II II II II II � � II II � � � � II II b - II II � I 11 II II II I � II II II I II II II II II II II II I � II II I II II II II II . _ _ - , II II II I II II II II 1 11 II - II II � II 11 II 11 II I I II II II II II 11 II II I II II II II II � � � � � � � � � � II II � II II � 1 11 II II II 1 � 11 il II I II II II II II II II II I � II Ik.�p II II I II II II 5 II II II I II d�soo � II 1 II II ` ' il II � 1 11 � II I I II II II II II • 11 II II I II II II II II jj II � � � � � � II II � II II I_ __ II _II __ II II I II II II I II II II II II II II II I II I��a7a II II II II II II II II I II 6ie75 A.p} II I II II II II II II � II I I II II II II II II II II I II II II II II II II II II E - - - - - - - - - - - - - - ' f� - - - - - - - - - - ` - - - !' � II II � I II II II II 11 II II � II II II II T II II I II II �1eM �It il II II II ; � II II II II II I� S � II I II II II S II il II II II II II II 11 I II II II il II II I II II II II II � � 11 11 II � ' _ _ _ _ _ � I II � I I � II II II il 11 II � � I II li II 11 I � I II II II II 11 _ II II II il II II il II II II II II _ I II II 11 , II il ;I II II II II II II II I II II II il II II I II II II II II � � II II II ° _ Q I II II II II 11 i � II II II II II II II I II II II II II II II II II II 11 II II 11 11 II II II II II II II II II i II II II � I II II II II ` `II II` II II II 11 II II II II 11 11 I II II II • II II II I II II II II II 11 � I II � • � I II II II II 11 il II � II II II II � I II I II II II II II II II II II � � � � II II ii 11 II II II II II II II il II i II II II II II II II II II II II 11 II II II II II II II II I II II II 11 II II 1 II II II II II � � II II II n � � I � II II II II 11 11 � II � II II II II II II I II II II II � 11 II II II II �� � � � � II II II 11 � II II II II II � II II 11 II 1 II II II � II � II II II � II II II � II II II 11 II � II II II II 11 I II II � II tl II II I 11 II II II II � � 11 � 11 11 = ____�_ I � n ii n ii n � � n._.._.........I n ii n ii � � _ n i ii ii n ii � � n ii � � i � . 14__> .,_... }� _._... ......� E__ ...._..{�.�... � E._ _._.� { ...�....�� ._ ii ii ii n _ ii n� � � ii_.,. _ � i � _ ii� _ � i _ 41 �___ II - � � � � _...�..._a � ...., _4 � �.._........� �__ .._._. � 4 _�.._.n � � ii n ii ii ii ii � � i � ii i ii n n u n n � n � i ii n ii II ii � i � i d � _ _ ' _ - _a =� _ �-,�°--__. _ _ �._.�e. _ � _. __ � ___ _ _ __ _ _� =�� � _ _ �=__ ________ mm____.__ _ � �I � . _ _ =_.�_. _ = _. _�,_� _. _ ___._ - ."" _ '" _ _" "� I I - _ - _ _ - _ _ _ - ' Q I B� II II II II II II tl II II II II II II II � � � � � � r � � u n i � ii � � � � n n ii i � ii ii n ii II 11 II �l' II � - ' _ - a�5 � � ' ' - � � - � � i � � � � � � E � � � i i � • � � I I I I t % � I u II II ' - - - - - ' ' - ' ' ' ' - - _ _ - - ' ' ' 1 I II II - - � � ' II II 11 II II II II II , I II II II II II II , ; ; ; ; , � � � � . � � � � � � � � � S t r u c t u r a I � i � � t II II � � � � i e i � � � � � � � � � II II II � II � ; � � � ; ; ; ; ; ; ; ; � Consultants , � � , ; ; ; ; ; ; „ , „ _ _ _ _ • , � I n corp ora t ed � � � � � � � � � � � II II � I I � � II I II e � � � � � � � � � � � � � � � � � ii � i ii � i , 3400 E. Bayaud Avenue �300 � - - - - - � � � � � � - - - � � � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,� �873 � i i � 3 � � (S03) 399- 5154, FdX (303) 333- 9501 Denver Colorado 8 209 II I II • • • • • • • • • ■ • • • • • • • ■ � • � � � � � � � � � x K _ _ _ � � . _ _ _ _ ,. . , _ _ _ , _ { _ � � _ ii ii _ ii i _ � , _ _ _ ? Email Info�scrdenver com i ii ii ii n n t ii ii ii i ii ii ii ' ii u ii ii ii ii u n , ti n ii n ii n ii ii ii ii n ' ii ii ' i n ii , n ii ii ii ii ii n n ii n ii n ii ii �n � n ii n n i u n n u ii ii i it ii n ii � i ii ii ii ii ii ii K SCI Job Number 04- 187 ____ -__ � � II 1 I II II II II II II 11 II I II II II II II II II 11 II II II 11 II II II II II II II II II II II II II II II II II II II II II II II � 1 II II II II II 11 II II II I II II II II 0 II II II II II II II II 5 � r"�'� I II II II II II � • II � I � II I II II II � II � il II II 11 II � II II � 11 11 II II � II II II II II � II II II II � 11 II II ' II � II II II � II II II � II II II II II ' II II II II II II I II II � � I II II II I � � II II II � � II II � II II II � � I � � II 1 I II II II 11 II II II II I II II II � II II II II 11 II II II 11 II II II II II II II II II II II II j II II II II II 11 II II II II II II II II II II II II II II II 1 II II II II II II I � � II II II � � II II II II II 11 � II II II II I 11 � p ____ - __= r `;- II f I II II II II II II II _ II I II II II II II II II 11 II II II II tl II II II II II II II II II II II I1 II 11 II II II II II II II II II II II II II II il II II II I II 11 11 1 II II II II II II 11 - -°' - ii � � ii ii ii ii ii � n ii , ii i ii ii ¢r�oo �_ g ii n ii n n n ii n n ii ii n n ii ii n E_�po � � � ii ii ii ii i E R} ii � ISSUE/REVISION DATE NO. -- -- -- ., � JL_ _� ___ ii _ _ � ___ 18� � tl.eoo Pdk i � � n II II il ii ii ii ii il II t1 II II II II ii � il II II II I ii ii u �6 A} i n i � ii II li li ii Ii ---- --- t. ' _ _ ___ _ II II y , II I II II TT�''`t'f II II II It il � II II tl 11 II II � II tl II II II °�t5"' I 6Fie�a Pot � t II 11 II II tl II II II II II Ii II II II It II � 11 II II II I II 11 � � - •. tl _ ___jJ_ _J-I__ II II II II tl II r L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ . _ .� , ;, � � � � � y[ y , . - ; -. � � � . . , ,; �t y� �[ y p �( y� y� y y yYayy� yy �[ .�o y� ,�( yp S�( CD PERMIT SET 010CT07 ;� - - -- - - - � ; .. : 34 p p � � , � . � -.. ; p � ;° ., f� � p g � p p t :. p p � p y �p �p p p � p p ' � -- -- - - - � ♦ . ♦ f f n O ib . . I � p� q � :: ., . . � Y Y - p r ,.p � ., ::� IP . j i0 r _ .;,,, O �`.a ^ ^ $ � -.. W .: � .. " `'; P � r ,; , ; , . t/ IP � .: n � q Yl 3;: A � 'V ^ V ;.W �D `� '� �j ^ ^ �D �` « �j ^�: � �� h 4 - - -- - - - , ° . : ,. ;., ,.; . m �n � . .�^ > a ,...... e� � R . � � O � , ��.:,. , 0 2J � ,� _ �. ?R --- r - - xv . Y , �-, •o — - s • J � ; i � 3,`, 4 � , � � � b I Y � N � f� .. . ., .. /, rv .c... o (N r � , a F ; va � - - - - - - - - _ _ _, K ., _ _ _ STRUCTURAL CDS 01NOV07 - --- - -- � , � . _ y� ,y` � ---- - - - , . - ... � . r _ _ .,,; . . .,, : . . ..,. . ., ,. F � , , ., ,. , � ' ,.'� � -� .., �.-. , .: ,,, p„ .,` �,�°..; , °.., .. +'� :, . , . ` . „ , .. „ ,z�� ° �.`t.�:. . ♦ r` 4' . . . , . . . . -6�i' f r , r . f � 'a� _ r ---- - - . ,. �, ...<.�s-°_� __ - , . :- : .,. � . , _ ,: ...., � ,- --- -- . , x .,,. , . � . s . � - x x x x x � , , x , � t 1 . _ , �, "`e > -.; . . , < ,,; , ,.,� �, , _;: _ ... ` , ., ' �, � �E` � ° " 7 17K t 17K . s; . „�� � . , ,;° � ',. . , '� .. � ..� _ . ., � . - ` � ' �::; , ; , ., O. .,_ � , , « < , �. „ � � , , � TOV RESPONSE 12DEC07 � � ,. ' <.r � . 1 - - - - - - - - � _ . , ,- , N � � � = - - � - - - - - - - - - - - ____ = = � - °�-� � �7-� N � � nz .,. CCD #10 � , � . , �� 24JAN08 2 . � � � L� y� � _ ,;:, °, � b _ " 7K , . ,� �,. ' � x � _ , � �= � � � r � � � � ; � , , , ° TOV RESPONSE , , , , - 11FE608 g - - - - � � p _ � � � � � . _ � � .. _ � .. _ � � � CCD #24 23APR08 4 j� � � . � � D x �k X H�t X ��� x YVIBX96 XW18Y Q x . � - � � - � ,� , �( �" ,. _ , � �x1 , . . . " . . ' . � � � .,�� � � " . , . . - - z z � � � � " r ° p_ 3 � �3'. • � r. � � . : ,�� � , r � � p, � � � �� � � ��� ��, �g� � �w x , - % � s � ' � � ,� CONSTRUCTION DOCUMENTS 08AUG08 H � � 1 � . �f Q ' .. K % � . e � - � � .r ��j ,� ., � .. � .. � ° . ,. r, ,. � y�� �T RF� 51.06 POR I -� b "�� . . .�^�' ., _ �i � �S�► .. °• .. . ;. 'r � ;, ri; ; �:.. , - '; � , : x x x . ir IM8x3y . ', x „ , , � � � EDC.E INAT! (qq'4 ) �x� . � ;,. _ , : _ ., . . , _ NBAxy,y, i .,. � . � � � . - ex — � • � , ; � y� : - ;' i; � ; � . TOV UPDATE SET < - � � � < ; �- a � .: i i � . : :�: � , � . . ,, , :; !.:, , � , � - �t � 10SEP08 u � � p ia.ss k } � � ��,f � � � C - - - - - � _ - - � - - - - �' - �v �� - - — - - - - - - - - - - - - - - �'�' . � . i,� . . ' '� (9v-xi . " gx . . � Q . , � "9'9'-�Y" � alY'-4 , , „ � ����' -,.' ,. IM9x � WIBz . � N � _ x�� (99'-47 [99 -4� @ '= �'t;'� '/9Y •. + � w z' * 9a-3' . � -47 e. ;°�,: '` 'r ) ,:r° �S •. y � rr. � W ��"-' �" � . , p � + � e„f N f + x 1 t b NA8 36 .^:" � I , ��� . I �' :: ;.,. , ,. > _ � •�.: : ���~ � „ �::. � . m . , .,I ,,�_, , .,, _,. II' . .,< �-� _.; .,'- �^3 . t � � Q � !�, � ' `� '„ " '': . , <; ,f ', . . ., , ,,. i , � ::. � i ,:": ',: ,,. ';.. . 1 1 1 � Y . . ; : c � Q � � � r Y . in�' Ml „ ,. � " ' �- r .� • , � � � � � �s � ; � � � ; � ' � � `; � . : . � � � � � � _ � � � � ' � � � � � � � � � � � � � � � � � � � � � � � � � L� � � � � ;. � � � :. L� � � � � � -., � �. 4 - - - - - - - - - - - - - - - - - - � � � �';: � � - � .: � Q ;.� � n . � ; � � � x= , � � � � � � � � � � � � � � � � � # � .. . � � � � � � � � � ° ' 4 p �EGISTF � � : x a : : � , ;; - .� � � � — , — — — , — — — — — — — — � — — � — , — ,— , +— � o �,0 , . . • .,9F - - - - - x < � . s- _ . � �� � � �r,� ' � f � r � � � � UQ . �pY eq9 , O s - - - - - - - - - - - - - - ^` - - - - - - - s o ;�� �r�,: . .. .�. � � �:� WI6x (99'-4 • � , �. .. x_` �_47 � ` � � � v : 9 , �� X ' � x � + " . � t � ' o : r x x x : x x » x , z z ., x.. �. p ::4 � , . �. �y ♦ � z x � : -' • OC y. R � :, t � � � � � � • � � E�rG� M x� x " x x � " � � : : x �' � x x ,i' % x x .;: "�t .�_ v _'£ .. , s A" � � � � � i � � 7 3 � 9V18x� � � i � '• �� � GOORDIN47! y �� � � , �' }� / ' `r r; � D9 � �yq'�,��� ' � Y F • • � _ PONTS x � ��ri.� � � , ,� ,S ,F,r a. ,t - �1 � , g � • • f��� x ,�;a _` � :.<v �` i`,^.♦ . fi �r� � x36 3 � � i . n . _ � " ' �Q�� �i V . si a, �� ' k � � x .::x e a . :z gdS• 'yP} � A � ��� ,i . ,. �T� • • �� � � � �` , �� � � � ' , � ��` � � � SSIONP� , :.-"- � �, �, a �'+ � sH $ '� � RFi6L08 � �OR � - � � �, . a? Qq��O � �� s y ,. � ;; �qt EDGC 4 F ,' ' �s;` � ,- ' � ,. ,, Y:,;°: �F OF 6LAg OF , , '� - - - - - � _ r � � � _ _ _ x " coortnru � - � - - � - � - - � - - � � _ � irrn � _ K '""i � � _ , � i_ � � � � 52,pqp ,-, x x , . � Ponars � - - - _ _ �ATC�N! 6211A - - - - - - - T � � � � � � A � a '� ., � R � � �Ir . �I� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � • Is # a �� � • � � � � � � / /�� �� ��/� ��f �f� TN'f�11G o4W�1 i - , �, . � �a%� � � r �T�r�� W.�iI7 � � ^ u�s�xe �n� _ � �� d.�"� .M .. '"� ' rnax�.s si.os rort �"'-"�f ` , v2 , � � IT ARE6 � (99''47 � G �6�l.AD '4 �C�M _ � � P-0 WIBx3S 1 1 � 1 1 1 1 �5 � ` � � / , 1 f 1 1 1 '� � � � ��fi �r' � � � aF lqad'1 � si.os Fax �* ,�q � � � r.,? �T ��3 SLAB �-]Y! 4-64fi -6� �DI�Ne,Te ,. .,,,a. _ . "� o- PqNT6 � F65z7 - ..,p� — Q t7� iSi 13' � D! � ' � � � � � -,. � . , t -� '4 x � WI6xyS .l_�. � � �„'��� � � .. ^t i94'� (59'-49 194-� T � � � � i � � � ��;'� r � � � � � V � _ � ' ' X % X ' x x X x + x �, � p �r 4 ._ .. ��T - _ ' � � � _ � � ' ' � � _ P � � ' � � ' ' � ' _ � ' � x X x x y�, K � x ��x z a x� '��� x� � � � 3 . r � O - Q � � � ,y � � � � � .., � � b � � � : . ° °� _ �,, i � .:_� ::- T � . `:� �. ;a � `'... � ':. . . �4'- a � �{ y y Y Y y Y y yy �-+� � � ., R P � �� P l � � iG � � 1 X � X � X X X X � � � X � {ipp X X � �� � M �`.,-:... fF � � 1 � � 3'-6� b V _ _ _ ' .. _ Q 1 ! 1 1 1 � � _ � 11 . �( . p s , , ,� A � ,� � �S N � 6+300�L� � jS � _ � ' _ * ' * � _�( _ a� _ Y ' _ * _ ,1E �( STAIR NG AOOVE _ .. � _ .. � _ _ � � V �b � s ,7j s aS x o Ed00 PLP '� •o �o c � � �1S v � R�i �+ Xi � T� � ZS X _ _ o i$ � � dS S� �I RG 621a i � YN8x95 99'4 � � l99'-�9 - - - - - - � � � � �' � •• � w • �� I F 1 t 1 1 1 1 1 1 I 1 1 1 1 Alu. 30 KfT -I' 1T-13f�' x x „ �{ .r x � X � " " % ,.�, . � � � "' � . � 3x�� I � � � U , J 1 �t 1 � 1 t 1 1 1 i 1 1 1 1 t F i � i 6xy� xOx$ 3xYs � " ' �r� � � � , � � x x x w — — — — — — x ^ — — — - — — — — — — - - — — — — ----- — — — - — — — - - - — — - w � � � � x � , .. � s , � � n: . � € .�o j � x � " 096 K � t � � � � � i � ( � � � � i � � � � �� � 1 . y � ':� � �� � f � �r .. x � � tl � � � _ _ _ _ _ � � �� �� Gr � � �� � � N � � � � � � &' � y P X ) l.. . : O � x x x - - - x � � � �3" � aC� K�^ w, �; #•, � - n, � � � � � � � � � � � � � � e � � � � • � � � � • .! _� k � � f' � �� � k � � ` � x n �xQ p � � T Q JS:," -� ,:S I p � in � � _ $ , � : � . � � - � Q O , , , , � , x . � , . � � , . . , . . . , . , � R �li a-z9i �' I * � � O � V� , � � ri � � � � � � � � � � � _ � � � , � � � � � � � � � � � � . � � �y � � � � � � _ Y - - - - - °°� � � - - � - - - - � - - - - - - - - - - - - - - - - - - - - - - - - Y . � � � � � ' � � � � ,J w O L.l.1 � , , _ , , _ _ � � I , � , � , , , , , , , , � , , � , , , , � J � � O� � � a � � � � O O .. � � � � � � � � � � � � � � , � tl � � � � ' � _ , � � - � , , , , , , , , , , , , , , , , , , � (� V � ` � � . �z - - - - - - - - - - - - - - - --r-- - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - Z � � s I � w J � � , , , , , , , , , , , , , � , , , , , , , , , , , , , , � � � Q - � � � � I d- > , , , . , , , , . � , � , , , . , . , , . . , . . , , . , , r Q � � I � J O . . . . , , , , , � , , , , � � , , � , . � , , , , . � GRID TO GRID 24-8 Id"9' T'111j 1B-9' 1T-7�6 6-0r 63 1C'4' 9'-43"i H-Uj 2T�6 9''103e' 18'-3Ki 2I -41� 23'i1�S 18'-IUi 6'3�Ii 13'-Y3Y 13i15 6�?{� 21 -10' 14i' 14-13P 23''10' 16-8�i' 19''Qt IS-81i' T'4' GRD TO GRID �. - - .,..,. - r-�- - _° �-• '""°^""`�"-� ONERALL �3T-8' py�qLL p " _ _ , � s s 4 e 6 � e 9 1D . a o r� e �s v e A �o a sx �s x se �s z, �e � .� : _ . . .�u -� � � � f= «� C '� i � �' �' � � � � ` ;- � ` . , = � � `' �� i k„�,= ._1......,._aW.�__� .� �,.._ _ ,-- � , � d � 0 � � � � � � rn � LEVEL 1 SLAB PLAN � � N N ¢ �� � EVEL I SLAB PLAN ;6�=, �-o� � � NOTES� 0 1 . SEE ENLARGED PLAN SHEETS S2.08A TI-IRU S2.12A FOR APPLICABLE PLAN NOTES. � �, PLOTTED MAR , 0 � CHK'D BY JRB �', w , �' I p COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS I a I � p 2 3 4 SHEETNUMBER I J I Q I � LL 0 Z ' o � 5 ' � D . P .A. PROJECT # 06232 . 00 � L SCI PROJECT # 04- 187 N � O � U i lJ. . . � 2 S 4 5 6 7 8 9 �O � IZ L! �4 p I6 p b �i fD 3� �2 43 94 16 fb 41 � pyp�q�y, 4lT-6' OVERNl. GRID TO G7iID 21'-8' Id-3' T-1Ub 16-4 tt'7� 6-0r S�S 10-I 9''4� 19''Ui 2T3K 8'9OYi 1E''',�IL' 24''4Ya 2YiUS 1�'iU(i 6�S�fi 1Y"77� 17-6Vi 6�4 9 -10' 19'i' 19''I� 23'-1C M� IY-0iS 15-7Dj TJ' GRID TO GRD o � � � � � � � � � � , � � � � � � , � � � � � � � � � � � � � g � � � � � a o . u & u A5�l 4 � 1 'V T • � � II II II I II ` II II 11 II 11 II I II II II II ' II 11 II II II I IlY II II II II II II II II II II II ` II II II I II 11 II` II I II 11 II II II I I I 1 I I I I II II II II 11 � I I II 11 II II II II II I II II II II II II tl II II II � II il t II Ik II II 11 11� II II � II 1 II � II II II II II II II� II I II � II II II d I 11 + II II II II � II II II II 11 I II II II II I f II II EII II t � I . I I I 1 I I t I II II 11 II tl ' I I II II II II II II II IY II II II � II II II 11 i II II II � . � , �+ � II II II 1 II II 11 II II II II I 11 II II II II II II II II I II � II II II II il 11 II il II II II II II 11 � I II II II II I II II II 11 II I I I I I I I I . II II 11 II II r I I II II II II II II � I I II II II II II II II 11 II II A r�r h � t ts " " " ' 11 11 II II II II II I 11 II II II II II 11 II It I II II II II II II II II 11 I1 II II I1 II II I II II II II I II II II 11 II . I I I I I 1 I I • � II II II II II I I II II II II II II II I II II II II II 11 II II " " � 11 II II II II 11 II I II II II II ' II II 11 II � II I II II II • II II II II II II II II II 11 II II I II II il II I ' il II II II II . I I I I I I I I � � II II II II II I I II II II II II II II I II II II II II II II II II II II II II II II I II II II II ' II II II II II I II I II II II II II II II II II II It II II II I II II II II t II II 11 II II , I 1 I I I I I I II II II II II I I II II II II • II II II i II II II II II 11 II II Y b II II II II 11 II II I II II II II S II II II II II I II � II II II 11 II II II II II II 11 II II II I II II 11 II I II II II II II I I I I I I I I II II II II II ' I I II II II II II II II f II II II II II II II II a - n ii ii ii n ii ii i ii u ii ii ii ii ii ii , ii i � i , ii u ' n ii ii n � i ii , n � � � � ii i � ii i i � i � i � � i i , ii i � ii u i � , i � i i i i i i � I � i ii ii n ii i i u n � i u ii � i ii � n n � � ii ii ii ii n , - n n � n iq i a � � i t .� � � � � t � t t , t � � t 11 I1 � II II II I II II y ' � � ? � � � � II 11 II I , II II t � � � � e S .. - ' ' ' ' �. - .. L ' ' ' � � ' � � ' ' ' - ' .. - � ' ' ' - - ' _ ' � ' S II II � 11 II II II II � II II --- - II II II I II II ■ ii ii � ii iF � � � � � ii ii , I � � , � � ' � II II � II � II 1 � , II II II II � i i i i i i i i i i i i 2301 BLAKE ST , STE #100 � � � ii ii I ii ii ii ii -- � DENVER, COLORAD080205 ■ � � � � � � � � • " " � � " � 303 861 .8555 F 303 861 3027 ■ " " � � � � � ii ii `` � � � � � � � � � i � � � � i i i i � � i � r � II II � � � n _ � _ ' _ ' " • ��. ' _ ' ' _ " " " " _ _ _ ' " _ _ _ _ _ i i i _ i _ _ _ _ ii " _ ' _ ' _ ' � i � i ' ! - - - C STREET UNITCIO ii n ■ „ „ „ „ „ „ „ „ � � � � � � � � i i i i ii ii n , � „ 0225 MAIN 1 ii � i , ' I II II � I II II I ' ' I � I II I � I ' I I I I ii . ii ii � ' ii EDWARDS , COLORADO 81632 ii ii ii � i ii ii ii it ii ii ii i � i i i � � � i � � � i � � ii 970 926 8960 F 970 926 8961 ii ii n n ii n n n ii ii ii i i i i i i � n ii ii i � ii � � I I I I ' � ' � � � ' � I �I I I I � I I I I I I I I � 11 11 i � il l I I � I I I I I___ I 1 ___I 11 � � � � ;� I � II II 11 II II � 1 II II II II I I � � � � � � II II 11 II II II II � I II II II I I 11 II II II � II II II II II II II II II II II I I II II II II � ` � ii ii ii ii � � � ,,,,.,,__,,,,,,_ - - - - D p ' ' _ - - —�r—rr � � � � T � T ' ' � f T r - ' '_ � '_- ' ' ' ' � . -- � - - � ' � � ' ' ' r i ' 7 � � II II � I II II II II I � II II II I II II II II II 11 II II I � II II I II II II II II II II II I II II II II I 11 II � I I II II II II II II II I I II II II II II 11 11 II I II 11 11 II 11 � � II II II II II � I II II � I II II II II I � II II II I II II II II II II 11 II I � II II I II II � II II II � I II II I II II 11 II I II II I I II II II II II 11 II I I II II II II II II II II I II � I 11 I � II � � II II II � � II II � II II � I II II II II I � II II II I II II II II il II II II I � II II I II II � II II II II II II I II II � I II 1 tl II I I II II II II II II II I I II II II II II II II II I 11 II II 11 II � � II II II II � � � � � � a ii ii ii n ii n ii � � ii n n i ii ii n ii n ii n n i � ii ii i ii n n ii ii n ii ii i n ii ii n i n ii ii ii � n ii n n ii i i ii n ii n ii ii n ii i ti ii ii n n i � ii ii n ii ii n a - ` ii ii ii ii ii ii ii ii ii ii ii i ii ii ii ii ii ii ii ii ii ii ii i ii ii I ii ii ii 5 ii ii ii i ii ii ii ii i ii ii ti ii ii � ii ii ii ii ii i i ii ii ii ii ii . ii ii ii i ii ii ii ii ii i � ii ii ii � � ii ii , ii ii �___ n ii __� � _ n__ _ ' ii n ii i ii ii ii ii n ii ii n i ii ii i n n n n ii , ii u n i ii ii n ii i n ii � ii ii ii n n n ii i i ii n i � n ii n ii n i ii ii ii n n ii n n n E - - - - - - - - - - - - - - - - - - - - - - - - - E � ii n i __ i ii _ _ ii _ _ii __ 'ii ii n ii � i � ii ii ii ii ii i u u n ii n n n n , ii n ii n n n ii ii i n ii ii s ii � i n n ii ii ii ii ii n i n n ii ii ii ^ n i ii ii� ii ii n ii ii n b ii n i n ii ii ii n n ii n n ii ii n ii i n n ii n u n ii ii , , ii ii � i ii n n ii ii i ii � i n ii u n ii � i n ii ii ii n i � i n ii ii ii n i n ii ii ii n � � ii ii ii �° ii n � i ii ii ii ii n n i � � n ii ii ii n ii i n ii ii it ii ii it n n � ii ii � i n ii ii ii n i ii it ii ii ii n n n n u u ii n i ii n ii ii ii n i n ii ii ii n � � ii n n ° � ' ' ' - - � i I � 1 � J 1 - L - - ' '_ ' .t _ , . . , < 1 - ' - ' ' 1 I I J ' ' - 1� I II II II II II II II II II II II II II I II II II II II II II II II II ` II II II 11 II II II II II II II II II II + I II II II II II II II 11 � i � � II II II II II � I 11 II I � II 1 11 II II • II II II 1 II II II II II 11 II II � I II 11 II II II II II � II II II II II II I II II II II II II II II II II II II II II 11 II II II II II II II II II I II II 11 II II II II II II 11 II II II II II 11 II II II II I II II II II II II I II II II II II � � il il II _ •tl � � I � II 11 II II II II � II � II � 1 � II II II II I II II II II � II II II II II �II II � 11 II II II � II � I II II II � II II II II I II II � � � II � II II II � II II 11 � II II II II II � 11 II il 11 II I II II � 11 II II II i II II 11 II II � � 11 � 11 II ;� I i � i u ii ii ii ii u I n u � � ii n ii i ii n ii n ii ii n � � � � II II II II II II II u ii n � � ii ii � � n i � � u � � II II II II II II 11 � � n ii ii n n n n � � u n i ii � i n i � ii n � n n � i ii � i II n n i � a _ _ _ ' ' , , n ' ' _ - _ - - ' - ' ' _ � �� � _ _ _ - - ' _ - _ _ � � - ' ' - - _ _ - � ° � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � „ „ � � 11 II � � � i � i � � � i ii u ii n i � n n n u II II 11 � I � II • II II � n II II � � � � � i � � � M � � i � � � i � � � � � II II � � 11 II W - ' - _ - ' ' ' ' - ' ' ' - ' - - ' ' ' - _ ' ' - ' ' ` ' - ' ' - ' - - � I II . ~ � tl II II II II II II II I " " " " Structural u i � ii ii ii n ii u , n n ii ii ii n u ii � � � � • � � � � � II II � � i t t � � � � � i � e � � � I II II � II � � � � � � � � � � � � � . on su I t a n t s � � � � „ „ „ „ � Incorporated � - " - -" - . i � n i i ii i n r II II I I II I II � ii ii � i i � � ii i ii , � � � , , t , , , , , , , , , , 3400 E. Bayaud Avenue #300 , . . .. . . u ii i i ii i ii Ii II I I II I II • .. � - - - - - - - - - -� - - - - - � - � - � - — -- -- � - - - - � - � - . . . . . . . . . . . . . � � � � � � -� �- - - - -- - — — - - — - - - Denver, Colorado 80209 T n ii i i n i ii ii n n ii i , ( �n�) �44— �� �a Fex ( �n�) �3 �— q�m K _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _T Emad . Info�sci-denver com i n n n ii ii � ii ii ii i ii n n ii ii n ii n ii " ii ii n ii ii ii u ii n ii ii `n n ii n i ii n n ii u ii ii ' ii ii n ii ii ii ii ii ii ii ii ii n ii i ii n i � ii ii t � i ii ii n ii ii n ii ii n ii ii K SCI Job Number 04- 187 - -- ' '--- II 1 I II II II II 11 II II II I II II II I � II II II II II II II II II II II II II II II II II II II II II II 11 II 11 II II II 11 II II II II II II II II II II II II I II II II II II II II II II II II II 3 � � II 1 I II II II II 11 � ' II II • II I II II II II � II II II II II � II II � II II II II � II II II II II � II II II II � II II II � II � 11 II II � 11 � 1 I1 � II 11 II II II � II II II II II II I II II � II II II 11 II � � II II 11 � � II II � II II II � II � � ii � i n n u ii n n ii ii i ii ii n u n n ii n ii n ii ii ii ii ii n ii n ii n ii n n n � ii n ii ii u ii ii ii u n ii n ii u ii ii n ii n ii ii i n ii ii ii ii � i i ii ii ii ii � ' n ii ii n ii ii � a ---- ---- , n t i n n n ii ii ii ii _ ii i ii ii ii � � n ii ii n ii n ii ii ii u n n ii n ii ii ii n n n � ii ii ii ii n ii ii � i n n ii ii ii n ii ii ii ii ii ii ii i n n � � � � � � � � � ii ii ii ii � � n ii ii n ii u a ISSUE/REVISION DATE NO. ____ '___ ii i i ii n n ii n • ii ii , ii i ii ii ii n n ii ii n ii n ii ii ii ii n n ii n ii ii n n n ii ; ii n ii ii ii ii ii ii n n ii n n n ii ii ii ii ii ii n i n n ii ii ii u i ii ii ii ii ; ; n ii ii n ii n " - - - - - --- ' � ! � __� ___ � _ _ � � __ _ � _ _ � � ___ i _ n ii 4 , ii i ii n ii ii ii ii ii ii ii n ii ii ii u n ii ii n n n n ii n ii ii u ii ii ii ii ii ii ii n ii u n n ii n ii ii n ii ii i n ii - - - n _ �___ � �_ _ �__ n � i � i n ii n , � - - - -_ - - -_-- : a-o' - - - - , - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - � CCD #15 18FEB08 � � i � i . • � ;R q -- -- --- - ' I � fi' ' - ' ` . , Y ,n _ _ __ '__ _ �e �' ip _ —_ _ _ ' _ tl � M - - - ---- - -- - - Q - - - - - - - - - - - - - - - - - - - - - -_ - - - � CCD #24 23APR08 � a � "� � , " -�X � ---- - --- n4n �4K �3�n �� w� ' �, - - � � " A A " � e � CONSTRUCTION DOCUMENTS 08AUG08 „ ---- - -- - � — - � — , � - - --- - — - — - - - - - - - - -- -- -- -- - - -- — - - - - - - — - --- - - - — - � � � � p � '° N - - - - -- - - =- - - - - - - - - - - - - - - - - - - - - - - - - - -= - - - - _ - - - - - - N 0 0 � � '.'� � - - - --� � -- TOV UPDATE SET 10SEP08 bb � - - - � - - - -- -' — - — Q _ b Y i � �� � i � � � � r � � - ' � '° ' 2''S1� `f P - - - - - i � - ' - �— - - - - - - - - - ! z� �� a o� �c� - - - - - - - - - � - - � r-0r - - m _ - - - - - P tz-�J6 W. ¢ �i � � � � �v � � Iv ° h Q h Qi � ti �j , �r . � � � E � � � � � � a � � � � � � � t a Q � � 1 • . ' ' — � ._ _ _ _ '_ _ _ _ _ _ _ ' _A _ _ _ � _ _ ' _ _ __' _ ' ' H __ p .�T � � �. � -- -- -- - - - --- - — Q — - - - - -- - - Q m r _ � • Q e � -a � � ' '—_ � � � N � • 17-21` a�� ' �V • � � � F Y � � � � 1 T 'd � � -6 � "j � t 1 1 .* i i � . r �e d — � � O O - - - - - - - � - - - - - - - - - i - - _' _ '-a � - - -- - - - - - - - - � - - - - - - - - - - - a - • , � � - z-e � b � Q A H In ''��` � - ' - — - —' - - — - — ' ' ' — -- - — � - -- - -- - - --- -- ' - -- --- - - - - -� ' ' ` - - - - -- - —' - - - - - -- - -- - - — ' --' ' � N 1 t Q Q I 1 1 1 Q � 1 � ' � QI i � 1 � ` t � e 1 i 1 1 � a . . .. _ _ _ _ _ _ ' _ _ _ ' _ _ _ ' _ _ .. _ _ _ Q ' REGI �. 4._�. s� �- I ' � Q�,O�. . . . . STF9�, 1 1 �F 1 �F 1 1 1 � 1 i 1 I 1 1 1 I i 1 §' i i i I �• •� s - - - - - I - - Q - � - - - _ � - - - - - � - - - - Q , - - ^� -� - - - - - - - - - s ��,O��Q�'F��Y �q9,���0 a � • • r • -� • i� � � p � • • � , , _ i _ _ ' _ __ _ __ � �� ��� _�� _ � _ , __ _ _ __ ' _ �_ _� _ ' _ __ __ _ __ � � ' � _ __ _ __ _' _ �� _�� ' ��� _� , _ , __ I __ _ _ � � , __ _ _ , _ __ ___ _ 1 1 1 1 F �� • � h , F A� •\�C/ - C � ��• .� \ � 90,c . . .^1. • • ��C� p _— ' T'77i' � 6-B ' 4" 6'T 715' / I ` Y lol� � `� � ! '�Q � Q � T - - - - - � b � - � F � ' � � - � - - - - � - , - � - � - � - - - � - � - - � � - � - - � - � �� � - � � - - + - - � 1 - - - T T 520� I T 621 � _ _ �. - -� 52118 � . . � . . � . . 7 . .. � � � � � �� - -! . _ . . . . - - - � _ � . . . ' - - . . - - � - . . . - . . - - -- � — � � - - � � - - -- - - - � � _ � � � _ _ . � . . . . AA—C�#NE 521'28 � �� C i� �� f4 � � 4. � 1 1 �' �b � 41 � � � � A A � Q A A N H H q q A 8 D B 8 D D B � D J J .l J 8 D D B _ p - J �S B f� � � F P P A� _ _ _ � '_' ' _' _ ' __ _ _ ' ' _ '__ ' ' ' _' tl — _ —_ —_ —_ _ _ —_ _ _ _ R � o � �i t 1 - _ f Q � ' _ i _ ' ' _ ' '� ' ' , _' _' , Q f i � t 1 1 ! Q I � , ' ' '_ ' ' '_' i i i 1 1 � � e - -- � d rr � _- �_' _ ' _ - - A� - - ' '_' ' ' -_ I - - --_ ' ' -- - ' - —' ' '_ - - - - -- ' ' - - - � � � C r r r � Q � tl � � 13'-9?5' � �S ' ' '� � 0'-69L' � ' ' T ' � � � a � � ' ' ' _' — ' _� —' ' _ ' ' _ ' _ '— ' '—' T' _ ' — '_ _— r '—' ' _l '�' '_ ' _' ' _ ' � � '_ ' � � � � � � Y � � � � � _ � ' ' _ ' _— ' � � _ � � � _ � � � R _ R R R .tn _ � � � � � .. � _ � � _ _ - Q N U T-�' -- — - - --- --- --- -- -- — - - - - - - - �� , � � � H �- - - -- --- - � --- --- -- -- - - - — - - - � i � � 13 , R R R R R � b � r-59L• � � � � � tn F � � i F` � i � 11'-10'.fi 3�4 4 '� � ,�,r ' i � � � � i b V - - � - � - ° - ' ° - - - ' - - - _ ' ' - - ' � � .. - - - - ' ti , - I I tr y� • 1 b E � � , d p � � � � � � � � Q,e• � e 6�• 1 1 �! � _ 15 •, . � _ _ _ I '_ ' _'' _ ' _ _ ` Y � ' _ ' ' _' ' _' � _ ' _' � 1 1 _ '_ ' _' ' _ I 1 t t 1 1 1 1 � 1� � 14� 13Yi 3$ 15Y19 15149 15 " - - _— ' , — - — - �— — '— P � I '� G r E — ' _ M � � , _ _ '' � / \ � 1 1 � � 1 1 � t t I ! 1 1 t t 1 I 1 1 ! 1 1 1 i i � 6tY�'t 4 -1U(i �Y'I - ( 6 T � � ti J e sc� ♦ -ttK Q � � I - . � � J w - - - - - - 'E '� - - - - - - - - - - - - - - - - " �P N - - - - - - - - - - - - - - - - w _ ' w .. � � � 0 * � � � , � � � � � � � � � � � � - , � � , � � � � ;� I� LL atl'. - - 'A -- � - - -- - _�- '_ � } } Q � , � -- — -- --- - -- - -- - - - -- -- -- '— � � � r / a= �f - - - - - - u�� � r _ r ° - - - - - - - - - - - - - - - - - - - - - - - - - - - - � p -- - - -- - -- -- - � � � � x � c� , ,�wh � � � � � � � � r � � � � Z S . 4 - ' ,n �� � � � � 1 � � � � � � � 1 � Mk , � � Q � ' 4''tU� S'S 3''1 '1V4 6'714' 6�I I � a� 1 -0t's ~� � a � � O 9 i 1 I 1' 1 1' �� I �F 1 tF �� IF � 1 1 1 I 1 1 1 1 1 1 t f 1 1 � y O � Q I � O Q - - -- A �— — - - —' - —' -i - - -- - ~- ■ iR $'Q� b � � � t I 1 � 1 i !� _# � _ � _ � _ 1 _ __ ___ � k! � f � � Q — 1 1 1 � 1 1 1 I 1 1 1 1 � � � ' Q Q � � ' N b s � 7Vn $ T � � � _ Y - - - - - t � 7 - , - _ � ' - - - - - - - - - - - - - - - - - - - - - - J W O - - - . � � � � � � � � w � � � � • f 1 1 '� � t � 1 1 � � � m 1 � 1 1 I 1 1 I / 1 1 1 1 1 1 t i t f— � � _ _ _ 0 � o •w � .._� Y ■ • � • F �l! �e� �'s � n .�� � , ¢ � � � � w! .1�� • � � 1a • �� �� � �v �� � T � � � � � � 3t �R � � � .�� � �.q --r tr � �r a b � � � � � � � i � � � , � � i � � � m 4 ^ � ��a ��p � � ,p ti �!. o �� ��� Tp � O' 'L ' ' � .. � � b e tlf � ' ' ' ' ' � � � .. ' � � ' ' ' ' ' � � � � � � � ' ' ' ' ' ' � � � � � ' ' ' � � O � � Z w t7 w J � ^ � � � � � � � � � � � � i � � � i � e i � � � i � � � � � � � V � � � ■ t� � �_ Q . � � � �. > �c t t 1 1 1 I 1 1 I f � � G 1 1 1 t 1 t F f 1 1 1 1 1 1 I 1 1 1 \ � � � � � J 0 t t 1 1 1 1 1 I ! f 1 1 f t ! 1 ! i 1 f � 1 E 1 I 1 1 � � ♦ GRD TO GRD 24 �8' 10''3' 7'1U6 16i' 1T'7�6' 6-O' S3' 10'4 9'-4� 14-0� TT�6' 8'-tO�b' 18'-'�4" 2�''4Y's 23'-IUF 18-Ill(i 5�&' 13'-775 ISi16 8-6�•S 21 '10' tYi' 19'-Pk' 23 '10' 16-8�4 19''CYF IS-'Jli' T'4' GRD TO GRID pry�e� � I3T�8' ��- i <.3 , � W _.. _ . � .. . .,.- �...�..x� .« � s s 4 e e � e v o � a o K e �s a e �v �o s a �s a4 s� � � �e � 3 � _ ° , � � � - - � _ ,_ _ _ _ _ � ' \ � � � � p � � 4 3 �J ) d ^ ' .� a g � � � . � ` ` .,`�._ _ _ �� �'�� � .., � � � � � � � � s 0 � � 3 LEV L 1 �° PENETRATION PLAN m N � N � � �� � EVEL I PENETRATIQN PLAN ;6�=� �-o� � g NOTES� . o i . RE 51 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. :;, 2. 'A' INDICATES PENETRATION TYPE, RE� 51 .09 FOR SCHEDULE. PLOTTED MAR 0 w CHK'D BY JRB � w ¢ COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � a � > HEE NUMBER O H J � LL 0 o - ,� 5 ■ � D . P .A. PROJECT # 06232 . 00 � ` SCI PROJECT # 04- 187 � a 0 � U � t � ' T - - - � 3 3 c�v 24 X 55 i _ '" 24 x 55 � � � � _ 24 x 55 �* _ � O _ • ' '� � B U I L T - U P B E A M S CN E DUL E ATGNLI E 52.09 W2 x �5 � 5 x55 x55 - ^ 3 � � � - - - - - - - - . - - - - . - - - . - - - - - - - , - - - W36 � tn ;� c�n �L �6�.O.W. 11 ' 4'-8' 3'-4Ya b'-2' p � .. � .-. �... 256 _ � °- w �,. m ul BEAM GALLOUT BUILT-UP TYPE CAMBER W24 m � �n �n u� W x a �, u� x � = 101 '-O' 1 �-33I4 4 X 55 W24 55 W24 x 55 4 x 55 24 x 5 24 x 5 ,� x 55 p m d � 'O W � W c•, w - O � � W36SP1 B 1 ' cn m � m x � „ m O ,,� p O � ,o � ,o O O O m O 3 x -� 3 �n m O 3 u� � o •� ^ o � � c� � i� x d x � �o � � � 11 `Y 0 � J �na i° � ?N �' � " '-. �o m 4 `-' " O !�r c�i X 3 Q3 uJi 3 cJvn O u�i 56.01 SEE m � � � v q ,� c� g ,n v " '� '� N 9 d m m " � SIM. � 3 5 15 W24 NOTE 8 W36SP2 'A' 1 ' x 6 � x tn x x 6.0 � / 24 x 55 � ,0 6.00 �o ,o � � 3 � CONTINUE E TENTS 56.02 ^x 55 � � � � Qr-C h � t �S ^ ^ � v � "� m v x '-4' 6• q 3 OF LOWER DECK 5 O O O 5 � 3 3 OR FULL ONE WAY � W40SP2 'C' tYa' 5 � u u u � O 6.00 S6.10 •� N q AT STONE I W24 � DECK SUPPORT. DO � � :o � � � ,� ,� 4 x 55 W24 x 55 x 55 W 4 x 55 24 x 5 24 x 5 3 NOT GUT LOWER DECK v cn 5Q � S6.02 wALL � � W36SP3 'B' 1 ' N 5 � �� � x x x ,. `� � AT AN LE W = x N N N i �O � � r► � � O RE� 52.08A FOR � W365P4 'A• � • V _ _ _ _ W24 x 55 _ m _ _ 13 24 x 55 10 _ _ _ � N ADDITIONAL � 3 u� SI 6•� O 3 U P P E R S L A B ` - W365P5 'A' � • . , X � 2 4 55 5 2 m W3 5 5 PLCS. 2,_6�j , 4 2 3 0 1 B L A K E S T , S T E. #1 0 0 'N � � N � 4 � 4 � • S6.1 O T.O S � D E N V E R, C O L O R A D O 8 0 2 0 5 v v 3 8 5 O2 � 7 S5. 1 S6.10 T.O.S. 5610 m = 96'-2%a' 303 861 8555 F 303 861 3027 W365P6 'A' O' Q5 O O Y4 6. S5.01 � S 01 C T.O S. = 96'-2Ya � � � 36 T.O S. � � i 5 - • i � 'n � p � 3 � Q = 96'-2%a N x 135 = 96'-2%a' .O.S T.O.S 0225 MAIN STREET . UNIT C101 W36SP7 'A' 1 ' 500 PLF �8 PG_� �O _� � i = `16'-2 � � _ 96�_2�4- EDWARDS, COLORADO 81632 �---► � 970 926 8960 F 970 926 8961 V - - - - - . , . _ - W36SP8 'A' 1 ' m 12 m � � c`r.� ' .O.W. i 4'- 4 '-9 /a 5'-2 5'-O' '-5 /4 1 � � , x 3 x '. qq�-7 7'-O' 5'-11Ya 6'-2' 5'-1 /s 7'- W36SP9 'A' 1 '/a' - - - - - - - - - - - - - - - - - - . . ' �, 5 �n tn �n �n �n W � � tn 3 :o v 3'-O' ' � ^ p � Nl '-11Y2 ^ 2 6.00 W24x5 � � � 1 3 6' • . S5.01 � W � W 3.0 � O O W � w STEP .O S -8Y8 , x x d 8 � � x x d T.O.W. . . 5.�0 � t 5'-lY2 r 5 � ` ' � °o � , N � ,J N � N --� •� N � 5.00 96'-2Ya ' W36SP10 B 1 ' N S .Ot �' t' � � tn 3u� � � J 3 � SIM 5 �" 56.02 . � � 2'-1Yz � � 8 B p i '-O' � 5 4'- -6' � � ._�. ,_5. �. O N W36 x� 35 � g � W36SP11 'A' 1 v � , x '� 'n 6.00 3. (95'-2 /a ) W24 x TYP AT S6.02 BEAM'S � N � � � � � '-p' . . , ,� � (S ES) ALIGNED . . � N N N ',, 1 '-O. . . 3� 6. 2. 3Yz . 5'- 6�-33�4 8Ya W36SP12 A' 1 � � 13 � � W24 W24 � � 6.00 x 55 W24 x 55 W 4 x x 55 : • �° % 6• � W36SP13 'A' 1 ' � � r i '�' . •' _ � . � S 1, � ^ . � , STAIR FRAMIN � • > W24 5 �o �N 6x M 5 ' . 2 i ^ � : (SL 5) � 6' i 6.00 14 'A' 1 ' W2 x 55 c:i � � BY 5 AIRDING � � : , � • . • ; 24 x 55 `o � W24 X •� FOR ADDI�T810NAL , I, O O r � SUPPLIER m � � �• BEL�W � � (SLOPES) 0 FRAMING AND � . W365P15 'A' p' '^ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Q � � '" _ _ _ 6 � ; SLAB INFORMATIO I w - - - - - `� � - - Structural �� W3 5 x 135 36 � 13 W24 x 55 r x3 �o W12 x 35 43/g O RE' S2 O A FOR RE GORE q5 -2 �6�� � �,--� _ _ C o n s u I t a n t s W 6S 16 'A' 1Ya' • Incor orated , m '- STEPPEDi SLAB E � � WALi.L 5 S � W12 x 35 ' c� � m � NS54 x 6. y S`u �O 'S�S � � � p EXTENTS AND q EL VATIONS S501 � 4 x � @ + ^ S. N [� W36SP17 'C' O' •� 'p SLABFS MPORT �R 6.00 5615 P ST 23���� �+y r,, �Bp F+ i� � p ��� T � W A SIM. � SIM 6�-� � y� 2x3 " O �'� F+� 3400 �PnVP�a �nnrncineRn7oU � G u u� Y (303) 399- 5154, FAX (303) 333- 9501 W40SP1 'A' SIM. lYz' = 101 '-O' W24 x5 24 X 24 x55 6 00 3 � �'S� y�`�. n W r, r, Email InfoC�1sci-denver com x . � - - _ - - _ - - - - _ - - ' - - T.O.W. .� � � 7 � 7 W36x13 ,� 7 pL +��'O +y x J ^ v � v� vv, N SCI Job Number: 04- 187 APPLY �?13/4' x 15', GR 50 m STEP _ q8._q. 7O � g c� (SLOPES ; F +, �` +, ,o u� ISSUE/REVISION DATE NO . AT ALL 4 5 TOP AND BOTTOM LOCATIONS �e 6-12 TYP. i T.O W f � � 6.00 .00 i 2 0 5. W24 Xv m ELOW) :V 4'-10�/a 4 W12 x 35 3 v v � � � � � � � �b 6-12 � O O � O ^ O O O � ^p x 55 O k � W 5 � ^ � ,\a X � � � � N � � � O. m � ch � m m m m Q � m, � � ,`� O � W p s� ' �+ � , . m " m ... m .� CD PERMIT SET 01 OCT07 � �• u O u W 4 0 x 4 3 X N ^ N m c�i � m m c�i Q � X N � m� m u) X O ,i ^ ��O L++,I �.�� �0�� i _o � � � STRUCTURAL CDS 01NOV07 W40X 362 O R W 3 6 2 4 7 � 5 `r 'O m 'O 'O 'O x x � m b�� Q � W� 2 � �n " � � 2 �3 � P TOV RESPONSE 12DEC07 AT SIM. � PLATE TO � �j � p 3 � 3 � � � � 3 � �' x 35 3 m w� 1OY4 `\°' y� 5 � �j e + CCD #10 24JAN08 Q . . � - - - - - - - - - - - - - -�-- - - - -1 - �*- - - - �- - - - � - - - - -- O . p,+ �Qi y 9 6.00 � TERMINATE 3 -O � 4 x J �p FROM EITHER END `� 3 �o �n ' R+ �� OL sr+ 2 . AT W40SP2 N 4 W24 x 55 W2 x 55 24 x 5 24 x W24 X 5 W2 X 55 W24 x 5 W24 x 55 � S6.03 S IM � v `� � P �` 9 Q W12 x 35 W12 x 3 TOV RESPONSE 11 FE608 g W36 x 441 W36 x 395 � PLATE TO 3 6.00 � TERMINATE 8'-O' 9 2 _ FORM SOUTN END O 55 �� 5 �2 5�-3� 1 '-35/a 5'-4' 5'-4' 5'-OYa 4 '-4�/a u� ^ ^ Q 6.00 56.02 n CCD #15 18FE608 Q u (p � AT W36SP17 5 .N 4'-53/8 4 '-9Y2 5'-5' -55/8 4'-43/e 4'- 4'-11 ' 5'-6' 4'-10' NSS4 x 4 x y2 6Q m � n � � CCD #24 23APR08 Q g/ie 6-12 ^ i t s 1 '-tOY2 � i 7 W24 ' POST 4 x J � O 2 -� /8 6 S6.0 x 55 2 PLACES 6 00 m � m � CCD #32 18JUN08 Q S6.0 W24 X 55 W 4 0 x 2 6 4 [ 3 0 3 3 . _ ,,�_ � . .�._ � _ _ _ _ W Ox362 [ 30 40 6 [30] (RE� NOTE 30) _ _ �•�� ��'Ir- CONSTRUCTION DOCUMENTS 08AUG08 NOTE� 1 '-8' R.1 ' x 20' 1 '-8' ' � W24 X 55 O W2 x 55 N O 24 x 55 � N �._2y2 � x�55 9 5�-8' 8 P R O V I D E 1 '-6' � -8� G R A D E 5 0 ' 1 '- 3 5/8 3 5 6.0 2 � TOV UPDATE SET 1 0 S E P 0 8 CONTINUOUS WELD TYPE �� Ap TYPE ° B " CENTERED TYPE pC �� � - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ � � _ � W3 135 _ 6 _ - ,� S60 � SI-IOWN AT ENDS ON BEAM � � OF PLATE � W2 �55 24 x 55 36 x 135 � 0 16 � � ,n � i � • � f� 1 '-1Ya y� � , 1 -6Y2 u� 'v � � iO 1O W24 x 55 4 x 55 � . x x J S6.14 ^ W �n W t� � � . . . . � � x x , m ^ �n � � W24 55 . � m � � p � � O �OP Y �Sj�C V � � �j I N m �1 N � � N � N J �•� ��•�F •� . � � � m � � � -�;, � x � x 3 O `� � � a w v O � � � � � ����� AR"�Fo ^ �';� T.O.W 6 � N � � I 3 Q2 � � m X 3 � v O � 3 u�i � � �: ° � � = 98 -9' 6 00 3 � I � � � 3 � � � � . . I .O.W. Q I u) ._. �: :�c, i � i � 98'-+9' � i , �°9•. :�� ,� i Q • . . . . .••' � 8 9 �O m STEP SSIONP� _ Z - - - - - � _ _ T.O.W. - - - - - ,- �� ✓ ra 4 � • -� � T.O.W. . TYP AT N NGER �j I I 55.01 � I � I S5.01 I (SLOPES) LO SIMN . Q i i s � NSS3 x 3 x %a g g �- i � i I I RE� L3.30 FO I i I t I � I � i T.O.S. VARIES ALONG � BRACE J � �1 � S T A I R A T T A M E N T � i � CURVING WA L. HSS4 x 4 x %a 6�� 6•� -� � I I TO PREGAS � I I I PROJECTED 0.5. AT � EDGE OF HANGER � t- � S L A B N . N 1 3 .N STAIR SLAB 2'-8' NSS4 x 4 x j4 o v O i i i � � I i GRID Z = 95' 6' � � N e ABOVE ! � 6.1 W36 � � EDGE BELOW POST p� N a � O � � � c� � � w I I , I ( I I � � � x ,,.-� W12 x 19 v J O � � z i i � 12x26 � oQc ~ � W � � � � I I i I i I i I i I � i i Z � Z � 3 W12xt9 \ • W12x19 W � v c9 v � � � � � � � Q _.I .J N 6' (89'-4 �') � . \ O 8Ya T.O SLAB > p� p I = , _ ° r " � � . " d 3 ♦ � x 3 ~~'`�,,� SLQPE D O y VP�� � � VARIES O c9 t� W � a a � D� 1 � � N p . I I � I i I I 1 '-35/g T O P O F W A L L S L O P E S H H � � � 4Y� b � � 3 Q � 4 � � I I I I I ' I AND MATCNES T O STEEL � � � ,-'� ' x � N� 6 , in I I ' ♦ 4 � N � �� Zx � q � B,,�N X � 9 �N � � V 6Yz � 3 � ,.r '� B 12x �q � NS54 x 4 x %a � � i � i i g 5Yi m � � 12 � POST i i t t I i i � 3 , � i � � r, ' D 2 6 � y' � W1 2 x 1 9 EDGE OF P/C WALL PANELS 6'-2' 12'-4 ' 6'-2' 16'-9' I I i I I I 94 '-O /� J ` � � � 61 • �� � 3 2 6 y. NANGER x�%a �` �� STAIR SLAB � COLUMNS 42'-IOYa 4 '-53/a 6'-8' 8'-9' 4'-9' � 7'-O' 7'-O" � 3'-2' 5'-5' 4'-11 ' 40'-5 8 w �+ tl • � uj v ^N i'� EDGE BELOW GRID TO GRID 24'-8' 10'-3' 7'-11Ya 18'-9' 11 '-73/a 6'-O' S'-5' 10'-4' 21 �- 43�4 19'-1Ys 27' �' � �`� �' � • � �� W36 � � EDGE OF � + • � ' , ' , " W12 X� �/� `,r � �p Q SLAB OVERALL � � W < " 3'- Yz I '-4Yi 2�-83I4 � 2'-3Ya 6.1 11 �-� � 3�4 ABOVE : � Z �'.�" m Y 12 w� x � q D2 n q n '' 0 � 2 3 4 5 6 7 8 9 10 � 00 � � 6.1 N N 88'-05i6" 6.1 3 < SIM. 3 � � 23/a 4'-8Yz' 7'-7�/a' 6'-63/8 _ � O o W40 � .0. • LOP NG SLAB � O Q HSS4 x 4 x Ya '� - 4' • '•� W Q � L E V E L 1 E N L A �G E D P L A N A �E A 1 ,8 -, o �Q F- H A N G E R > > � � 6•� I I SLOPING SLAB � i •_ �_ - 6.1 � NSS4 x 4 x %a = 9 8'- 4' � � � L.L � ` 5'-9%a' _. ;,s.,,�., r NOTES• . 8'-10%" NANGER � � - - - - - - � W RE S2.14 FOR � � G12x3N N 3� x ^ 1 . BOXED NOTES �� INDICATE A TYPIGAL CONDITION UNLESS NOTED OTHERWISE. J O W ' 3. GONTINUATION N �-^ � � C J � ���, ^ xxx-x�c � ���1z � �� 2. TOP OF SLAB ELEVATION� 99'-9', UNLESS NOTED THUS� .�- , RE� S2.08A FOR ADDITIONAL SLAB � C ' 6 `� MG1Zx 5 � Ll � INFORMATION 2 Q I 6 � 6.1 6 � 3. TOP OF STEEL BEAM ELEVATION = 98'-9' UNLESS NOTED TNUS� (XXX'-XX'). � O � 6.1 •,� 10 ; 7 ia T.as � � U � i x � � 3� 23/a � . 6.1 E 6,� . 4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED TNUS� . X�_� . T.O.S. INDICATED IS TI-IE PROJECTED T.O,S � � 5 � O �� `�'1j �0 5 � N m - - - - -,a . _ _ _ _ _ N ON PLAN OF THE SUPPORTING BEAM, WALL OR COLUMN SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED � i 6.1 � � - - - - - - - ♦ ^ cv Y� x35 : 5. <X'> INDICATES CAMBER OF STEEL BEAM, � � . V J m 90 • � AO m 6'� 3, � 6`�� V � n � 6. PROVIDE �/a ' � x4' H.A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS� [XX� WHICH INDICATES TOTAL � � � ' ic� g , N NUMBER OF STUDS. EGIUALLY SPACE H A S. ALONG BEAM UNLESS NOTED OTHERWISE, WNERE NO STUDS ARE > � � - ,o � - - - .� - - � . . - - )( INDIGATED PROVIDE 1 STUD PER 2'-O' LENGTH OF BEAM � � " � � SLOPING SLAB 7. �� INDIGATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM) RE� SNEET 51 .00 FOR STEEL � � N �' q � DECK SGHEDULE, AND ATTAGNMENT OF DECK TO STEEL FRAMING. � 4 BMC18 x 42.7 6.1 = 98'-4' W40 J 3• ^ � RE� PLAN 8. AT BEAMS BETWEEN SLOPING GIRDERS, MATCN T.OS. OFoWHE SUPPORTING GIRDERS. O 6'� ` 3, Q 3'-1 ' 3'-10' � 9. T.O. PREGAST WALL PANELS ELEVATION NOTED TNUS� . � _XX- . 8 � /1 1� 05'-4 %a' � 02'-4Ya' � X X g 6.1 3 10. RE� SNEET S1 .00A FOR STEEL BEAM CONNECTION SGHEDULE, SNEET S1 .00 FOR STEEL CONNECTION MATRIX, �� � /a 3-6 AND PLAN NOTES ON SHEET S2 08A FOR CONNECTION TYPE DESIGNATIONS �� � '� � N � � 11 . ��' INDICATES A MOMENT GONNEGTION, RE• 1 , 2, AND 3/56.00, � 3 N x X � � D2 � � _ �1 ' X 16' x 20'-O' _. � - • _� _ _-T_ ._ . ___� .�.�a D2 ' CENTERED ON 12. RE� S3.00, S3.01 , S302, S3.03, AND S3.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY ' ` � � U � V � axo � `� € BEAM PRECAST SUPPLIER � z - - - - � � � � � D2 � D2 U f , 13. 'SG' INDICATES BOLTED CONNEGTION AT STEEL BEAM TO BE SLIP CRITIGAL. � � t z / � 3. � 9 � �. = ,-., n ; � „ � � t �� � � �� � 12 ^c�•i 14. COORDINATE SIZE AND LOGATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECHANICAL k ; � `- ' ' ' � �� � ; ' DUCTWORK WITN ARCHITECT, MECNANICAL ENGINEER AND SUPPLIER. � � -� - _ _ - � ; 6'-O' 61 6.1 �O � � ° . NSS4 x 4 x Ya 5e/a � � . __a.�. ��.._y '�. _ �y .. _. Y. - - � E� .� � 3 TYP. AT POS 6 m � _ _ BMG18x427 � N 16. PRECAST DOUBLE TEES AND BEAMS SNALL BE DESIGNED FOR THE SUPERIMPOSED LOADS INDIGATED ON TI-IE LOAD DIAGRAMS, RE� St .03. PRECAST WALL PANELS, COLUMNS AND GIRDERS INTERFAGING WITH STEEL FRAMING ARE � 3, . � TO BE DESIGNED FOR CONNECTION REAGTIONS IND ► GATED ON S2.08A. d' / O i 17. PRECAST SUPPLIER MUST COORDINATE ALL OPENINGS REQUIRED FOR MECNANICAL, ELEGTRICAL AND � 6 10 .N � 3/4 ._� ,_�. PLUMBING TRADES �" � 6,� 6•� M 12x35 � � I 18. MINIMUM CONGRETE TOPPING TNIGKNESS AT DOUBLE TEE FRAMING = 3', REINFORCE WITH 6x6 W2.1xW2.1 W.WF. LEVEL 1 � � q, Pc-x INDICATES PRECAST COLUMN, RE� SGNEDULE S1 .05 o, S I M. b � , '�'�C� ; in � 6 � w p � 2+�, � 20. �-x INDIGATES PREGAST GIRDER OR BEAM, RE� SCNEDULE S1.05 ENLARGED PLAN � u' ►� -N � , S 21 . RE� S1.01 AND S102 FOR GOORDINATE PLAN AND SCHEDULE FOR COLUMNS NOT LOCATED BY GRID TIE. AREA # 1 v ^ MC12 x 35 m 22. TYPICAL COLUMN BASE TO GIRDER DETAILS, RE• 51 .01 . N i ' T.O. i 23. XQINDICATES STEEL COLUMN, RE� SGNEDULE S1 .04. �' I 7 I SLOPING SLAB I 24. FOR ADDITIONAL INFORMATION AND DETAILING ASSOGIATED WITH OVERFRAMING AT STEPPED SLAB, RE� 52.08A � 13'-3X�' '-g�8 61 � = 98 - 4' 25. TNE LAYOUT OF DOUBLE DT FRAMING MAY BE ADJUSTED BY TNE PREGAST CONCRETE SUPPLIER PROVIDED THE � i i LAYOUT OF OPENINGS INDIGATED ON THE PLANS IS MAINTAINED. � 1 '-11 ' 20' 33/8 4'-05/8 7'-7�/8 6'-63/a 26. PERIMETER PRECAST WALL PANELS AND COUNTERFORTS ARE TO BE DESIGNED FOR THE APPLIED GRAVITY AND LATERAL PLOTTED MAR a FORGES SNOWN ON THE PLANS AND TI-IE SOIL PRESSURE FORGES ILLUSTRATED ON SHEET S3.06. �w 27. W365P'X' INDICATES BUILT-UP BEAM SECTIONS, RE SGHEDULE AND SECTIONS PROVIDED ON S2.08. CHK'D BY JRB W 28. PRECAST TOPPING SLAB REINFORCED WITH WWF. 6x6-W2.9xW2.9 GALVANIZED, RE� 6/S500 FOR TYPICAL oDOUBLE TEE DETAIL. T � x�,_�, COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � 29. T.O. DOUBLE TEE ELEVATION = (AT BEARING ENDS), RE� ARCH. AND STRIPPING PLANS FOR T.O. SLAB ELEVATIONS. � Q 2 3 4 SHEETNUMBER � 30. PROVIDE i ' PLATE REINFORCING ON BEAM BOTTOM FLANGE PER 1/S2.08. 5 J PARTIAL PLAN > � 0 4 •=r-o- � - A , o � 5 � D . P .A. PROJECT # 06232 . 00 � i SCI PROJECT # 04- 187 N � O � ti N LL � . i � t : " a " t ,., i . ., %`' r . °.; , ,�_,' •, : k , 47 , , OF SLAB � . � y � , �< � �, d � mr ; T - - - - - -• � ` ' r S57 _ " , � --• - W18 � 35 � , � ;,� � COORDINATE ...��.�..a ��� x 5 x z = f '"".�. qq•-�4'� POI NTS ATCHLINE S2.09A o = ;- a � ' . . � . . � . 'O . . � � _ � . : .`, . '. ' 1. ; �.�... ;` . . . ATCNLINE S2.08A " _ . � � 24 W24 ;.� ,� : - i� m ,� m cn � HSS7 x 5 / W55 \ x 55 x 55 � >� � �� � 99'-435 �O Q VARIES Q � � � � ?� 17'- ' 4 2 � � D�� � R � � •-6' W18 X 35 RE� S1 .06 FOR • :� . � 11 �/a EDGE OF (99'-4') EDGE OF SLAB � , �/ _ 17 _ 99'-3' SLAB 6.-2Ya 9'-65/a -�� POIOR SI NATE � � � � QrC 1 I � !. `S 5� � HSS x 7 6 Ya / 12'-2Ya 15'-15/a 13' ' � I ♦ 2 'v � O � � a �� i � � � � 1 �.� Wt x$ 35 W18 35 W18 x 35 � , ; � �' ' (99 "�'} �99'-4'l - I (99'-4' � � �J - - - - - - � � .� _ .� Z � � ^�': .. _ �,� � ,�, ° , � �' s x � x x x � x x � x .�x , � �X �,� ` ,�t...:; -�4 _Y � ,. �.,� � , � , u� ; � �n u� � N � x x X f � - X �`��c � '�- � X `� '` � . . � 2301 BLAKE ST , STE #100 � � '� '� X � Q DENVER COLORADO 80205 �+ n . x � �. r. ��� St � t�. .: r. 1� � � r� -- g' �t '"" �" ui � , v �.n -- � u) u3 x p x _ � � � ; tn (J} N 6 N �" i. °� � 303 861 .8555 F 303 861 3027 � v� � ; u� +n ,� �n p u3 u� cn �n �n �n ��' � 3`-r � � O Z = S . = x t� x = = 3 Z = . „� .. . cp ^ 0225 MAIN STREET UNIT C101 � p N �i � p ` � � - j ; � � � � . ,� ' � � o ` o � � � � s�v a � 5-�} . _� o up E 500 PLF � EDWARDS, COLORADO 81632 m �n m �- - O � �. z � = N � ; O v N N �:, � �, ^ � �� r. 9 7 0 9 2 6 8 9 6 0 F 9 7 0 9 2 6 8 9 6 1 �/ - - - - - - � � : ` ' . - - - - �t �- �t - �[ ' ' 23K �t �t Y �t � �c �[ � � �c �► �[ p p � u�i � � x O � p � O ; �n u� sn co O '� O O N �n O S=500 PLF O � �o r� v u� -. � uY'� = c�v � an ►c� X � . ` � � � °�` W m =500 F r _ , � � r. E PL � � � � �'` � ;' ' O : z ` � O , ' W18x35 J 9�1'-q' ` _ ; � (99'-4') � ; � � � - � ' '� ' � Vu = lOK '• Mu = 30 K-FT 23'-1 ' 17'-4�/8 � X X �j '*� �� 50K � AX x r�. � �� ` , ' . . � 1 ` v..,', � � ,� , � i � N � � � tsru` 7 � `.. . �...=;. ., � i: 3 ., �X� ,� h 6K z 14�� r �23K � ; �,,, • f ;• , _ i � 5C SC SC SC SG C C � , � I � ;i. � � i � NS57 i-ISS7 SS7 '� �• ' X � � � x � x � � X � ro ; '. : p� � ; p � , 50K =� - � � � �° qK ' � x x ' �/� x �x Structural . VI � " � � ' � � 'f � W � - - � - - .� I`• � 1� I'�ti {(� . � � � � � � - � � � � ,� � � � � , q�- Y8 o Consul tan ts , { � I � � - Z1 : "Ct� < I � E N � � '�.' g , � � � _ � � � x , 0 �8 � Incorporated o D3 0 � � � � ' ' r �` � K x � 3400 E. Ba aud Avenue 300 o- U► � � °. � 'r �„ �� � �.,r Y # �� � �: $ �;�� Denver, Colorado 80209 _ (JOJ� J99— � 7 :a4, FAn (JOJ� JJJ- 9�01 x — — — — � p _ , � ` � - � �, � � ' � ; _, — — — Emad InfoC�scrdenver com � .� , � � � . X � SCI Job Number 04- 187 � , � � , � i d ;�� � E � r'�- ' r� � ISSUE/REVISION DATE NO. � =.u�i �� =� u�i - u�i � � � � X , ,� _f 'm �c _ °�� - � " � � � -", u�'> CD PERMIT SET 010CT07 � x � � , � "m � ., �' ' ° � ., � STRUCTURAL CDS 01NOV07 9'-3' = r , � _ . �_ � TOV RESPONSE 12DEC07 Q �� � � 2 � ` � � � � CCD #10 24JAN08 Q N Q � TOV RESPONSE 11FEB08 g � � �� 63�8 8�-25�8 �— CCD #24 23APR08 Q m i � _ � � � C I OC E S 08A G08 � i � � � � VARIE m m m TOV UPDATE SET 10SEP08 (n cn � � � Y � - - - - - 605K � � ^ � �� � , � � I � � I EDGE OF � SLAB D�p,DO RE�js � � Y / V�\'c��,eN RO ye9��F,p�` .� Y �� � � � / � Y � � 5=500 PLF p � � � � ° m � : : � Y �c u � O � � � �''� m E=500 PLF - �' 'Q �[ ,� O 'n O'•. :�c. , a � � � lC� � � � � Im � � '�FS .. . . .••.•\�`L ; � � ONAL ENG dcj�lo - � � Z - - - - - - _ - - _ _ _ _ _. � �___ . 0 oc c� � Q � i i � � i � i i i i W � � O � � � Q O �' tV tV � � LU Ill i i � i i E I � i � Z � Z _ � _ H H Q Q � � " U � , , � , � � � , , a J w � GRID TO GRID 24'-8' 10'-3' 7'-11Ya 18'-9' 11 '-73/a 6'-O' 5'-5' 10'-4' 21 '-43/a 19'-lYa 27' > � � OVERALL � � � Z � � I 2 3 4 5 6 7 8 9 10 � 00 _ � O O LEVEL I � � ° �- - ENLARGED SLAB PLAN AREA I ,8-=, �-o- oQ � Q Q � � y NOTES• J � O W ' t . RE� 52.08 FOR ADDITIONAL PLAN NOTES. � J � 2. - ' INDIG?.TC DR?.G rORGCC TO CC ?.t^I"'LIC� TO D�`/�,G CCAM CONNCCTIONC ?,ND I'`�'CG?.CT CMICSGDC. O � � 3 FOR STEEL GONNECTION TO PRECAST RE• PLAN SEGTIONS ON 52.08. � �/ 4 . FOR STEEL TO STEEL GONNECTIONS USE CONNECTION SGHEDULE 5-2 ON 51 ,OOA U N.O. � � U L.L I 5 DS'X' INDICATES DRAG STRUT CONNEGTION. RE• SCHEDULE S1 .00A .. � ! 6. S=X' INDICATES CONNECTION PER SCHEDULES SHOWN ON S1 .00A. � � /� ' 7. � INDICATES TOP OF SLAB AT NIGHER ELEVATIONS. � � C/ J 8 �� INDIGATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM) RE• SNEET S1 .00 FOR STEEL � � � , DECK SGI-IEDULE, AND ATTACHMENT OF DEGK TO STEEL FRAMING. � > � ` �� 9. -�-X► INDIGATES SERVICE LEVEL DIAP4-IRAGM SEISMIG SHEAR FOR TRANSMITTED TO PREGAST WALL � � 10. �► INDIGATES SERVICE LEVEL DIAPNRAGM SOIL 54-IEAR FOR TRANSMITTED TO PREGAST WALL O V J ' _�_ � _ .� ` _ , � , _ � , : , , _ _ a , � � , � E � � '� �; � , � " �� , _ � tr.—nae.......�.-i _ �r � � � r � � � LEVEL 1 _ �, � ENLARGED SLAB PLAN � Q N ¢ AREA # 1 � 0 N �1 ti � O � � PLOTTED MAR •d, 0 w CHK'D BY JRB � w ¢ COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS G a > 2 3 4 SHEETNUMBER. O J � LL 0 o - 1 5 ■ � D . P .A. PROJECT # 06232 . 00 � ` SCI PROJECT # 04- 187 � a 0 T c3 � i lL _ , . � i � F � F � � � N � T ATGNLINE S2.09B � - - - - ■ . . � . . � . . . .� . . � . . . . . . . . . . ATCNL I NE S2.08B E , - -}— �� �- � � ' �o — — — - - - - - - • F , c0 _ O � !-I _ _ _ A _ — A A � i 6' F F A F A A A A A A A A� A A A A A A 1 '- 4Ye � i E E E E i N A� , � - - I - - ' - - - - - - - , � •� - - - - Q � � N - A� - A A - A - - A - A A A - A - A� - A - A - A - _ N _ - A • I � Archit l.S ' E F F F 15'-9�/a' � � � � � �o r � � E 5'-85/a � � 93/a � -7' � 77�' � � I-I A H A A U _ _ _ _ _ _ _ _ _ _ �' - i - - - - i - - - Q P P P ��'���8 � � 2301 BLAKE ST., STE #100 � � N �— H N A N N � DENVER, COLORADO 80205 � I _ _ _ _ _ _ _ 303 861 8555 F.303 861 3027 Q � � � � ' � 0225 MAIN STREET UNIT C101 i � 7'-93/a � � � � .�n � EDWARDS , COLORADO 81632 970 926 8960 F 970 926 8961 �/ - - - - - - - - . > . _ - - - - - . i . � • 't O � �n 'y , •� � � O {-I � -� -� _ '; ' E E E �O E E E �, �O Q 'O E E A • ': i � n E E E M � (15Y ') ' i - - � - (V � � - - �" E E E , • : . E E E E H A� A � ° - - - - � � ;r (14 � ') (14') 13Yz' (13 %s' (15Yi') (15Yi') (15Y ') � • in , • ; • � . • � • ' : • Q � N - - - - - t' � E F E ' ;� '� t '-�• -E�j- -�- _ ' , 2 � � � i i i � � 6'-OYz � 4'-11�'a � � i '-OYa � ' � i i i r � i � E 6'-OY2 4'-11Ya 3 ± , `i , I ' E ' F , • I Q � w - - - - - - - i �� � ° j � • - - - - Structural . , , , , � , , , p � Consultants ,� A � H A A� A A A A A A A A n � � H � I n r r � � _ _ co po ated '� - - - - - .� - - - - - - A N A •,� . � 3400 E. Bayaud Avenue �300 � V '�'_ 3' � � flanvor (�nlnrnr-In R 7 (1a '� (14 %z F '� F -� � � � (303) 399- 5154, FAX (303) 333- 9501 x _ _ _ _ _ _ _ _ � _ _ Emad InfoC�sci-denver com - SCI Job Number 04- 187 � A . i M � E� (15Ya ') ' i i , � � � ISSUE/REVISION DATE NO. � - 4'-11Ye �o —f � a- A A CCD #15 18FE608 A I - �16 �� CCD #24 23APR08 Qj - 4'-11Ya 5'-5' 10Yz' 3'-lOY2 2'-1Y2 '-11Y2' S'-2Y2 5'-2' � � ._�Y4 �— � CONSTRUCTION DOCUMENTS 08AUG08 , E � � � F � � F � p � � � p � � F � p � p � TOV UPDATE SET 10SEP08 in N • � Q �� - A A A A� A A A A A A A A A A A A A � - - - - - - - - - - - - - - - - - A A A A � i i i � i i � - N -'n `^ Y ' - - - - - — - � . F F E � A � � � I I N � i � � IF � �� � � � m � —� F F F F Q�PpO REGIST�, ,. . . . . . . � 4'-105/ '� F F F F - - ��,� ,rPOY eq ••9F� � 6'-1 ' �a F F F p �_ F F F _ _ _ ; c';o�'Q 9'��`�,: F F F � � ° FF _ _ - . . - • • 'w ' ro � � m ' ' °C . . • ' . �v �� \ ' \ � �-�-- .� ���� ^ N V �O � ;(` , .� •� '� � v � jW� N � \ ��M . 1� .�i� O v ��� ; � � 9 '. .•'� .� 1 1 � \ \ \ � � 1 � I i � ...�..� � � � _i ,��� �p ��.� T- � I � � � oif• • ' C? � � • . . . • '� � ,n r � _�N � —� � � ^ � � � `° F SIONA�- �'� q c� in —in in '� �O , � ` 'l� � o Z - - - - - - - - - - - - - - . - 0 OC C� ' J O � � � i i i i i i i i i > � , o[ O c9 � � m O �' (V tV � � ll.l lll i i � i i i � i � � Z � Z _ � _ H H Q Q � � U , � � � � � � � f � � J J � W � ' GRID TO GRID 24'-8' 10'-3' 7'-11Ya 18'-9' 11 '-73/a 6'-O' S'-5' 10'-4' 21 '-43/a 19'-lYa' 2T > � � �� OVERALL �/ W I L.L � � Z I 2 3 4 5 6 7 8 9 10 � OQ � � � � � � � O r� � . � <C �. � Q � pC � EVEL 1 ENLARGED � w p w � PENETQATIQN PLAN AI�E ,4 1 � -� � lb"-t ' O• O NOTES� � O O k 1 . RE� S2.08 FOR ADDITIONAL PLAN NOTES. � � U � 2. RE� 51.09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. Q �► � W J Q � . � � � � Q ` J 0 y.� �a _ _ v� � . �� _d _N ,.:S,s � � � � _ - _ r = � F _ �� �9 P = r f � "'i /'1 rrr� n 7 1y � � ' , � � � �� � ' -' � � 4 S � � .r n e • � _ _ •• i � � � r f l�v_,u,... .,a..._�_ .._. _.. �LL„ . _ - 3 � � � � <— r- � � LE � VEL 1 ENLARGED � � � PENETRATION PLAN � m AREA # 1 � 0 N N rl � r, � � � PLOTTED MAR 0 � w W CHK'D BY JRB ¢ a COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � � 2 3 4 SHEETNUMBER J � LL � Z ' � � 5 � D . P .A. PROJECT # 06232 . 00 � � SCI PROJECT # 04- 187 N � O � V � . � t � J Q I 2 3 4 5 6 7 8 9 10 d OVERALL J GRID TO GRID 24'-8' 10'-3' 7'-11Ya 18'-9' 11 '-73/a 6'-O" 5'-5' 10'- 4` 21�'43/4 9'-1 ' 27'-5Ya � Q N 3 � � GOLUMNS 24'-8' 8'-11Ya 63/a 7'-11Y8 4'-53/8 12'-q' 1 '-6 ' il '-73/a 2'-8' 3'-15/a 5'-5' 5'-5' '-9' 3'-2' '-3% ' 12'-83/a 6'-4Yz' 5'-4Ya 13'-8�/a 21 '-10' � � • � � � � EDGE OF P/C WALL PANELS 24'-8' i 93�4 i � i 23�8 � • � Arch � t ts � Z � W i i i J O � p z � COUNTERFORTS 24'-8' � 1 -8' � 28'-O' � � E �28'-O' � 28'-O' � 4 � 28'-O" W � � � � I I i I 4 � � � ' i 1 6 I � � SOILT LO DS TO PR CAST BEAM I I 5.00 I I I I S5.01 I AND COU TERFORT WALL 9 � � � W � _ _ _ _ i i I � ' I � i � I �I ` . i I I BY PREG ST SUPPLIER .. p' . � • - � i � V i � ) • ' , • f \ s Y � • � � y • � • � J • �� � �y• •4 � a .' n � / • 4 � � � 1 ♦ Y � y . � � � � � � � i � < ! � • 4 � � t � � • � � t • h � µ � 1 i � } • v j y • f • 1 2301 BLAKE ST , STE #100 � I I I � I I I I I I � I I I I ' I I I i I I I I ' I I I I I , I , � I i I � I I I I � .I I I I I I . I i DENVER, COLORADO 80205 i . i ' 303 861 8555 F 303 861 ,3027 DT = 99'-6' � � I I � I I I I � � I I I I I I I I I � I I I I � � I I I � I I I � I I I ' I' I I I I I I I I I I � m ;► I M I I I Idv � ' I I I I I I I I I I I i I I I I i I I I I I I I I � I I I I I I I I II I RT = 19q'-5� I I I T �' qq�_q3�= I� � I I 0225 MAIN STREET UNIT C101 ; ' ' ' ' ' ' ' ' I I I I I I I I I I I I i I I I , I I I I I � I I, I �� I I i I , 9'-3' � I I I I 1 EDWARDS, COLOw4D0 81632 '• I I I I I I I I ( I I I I I I I I I I I I I I I � I • I I I I I I I I I Q I I o � I I I I I I� I I 970.926 8960 F 970 926 8961 � � � �' � , I I I � I I I I � I I I I I I I I I � I I I I I � I III ;�: I I I I , I I I I ; � I I I 1102 I.� I I 10'-O' 8'-O' i � �� , III II II III II 14 II , II � I II II � ! I I� I , II II III iI II I II i�C II lODT24 lODT32 ii ii ii ii ii I i ii � � � ii 4 ii ii � i ii � ii i ii i(J ii ,,, i � I i � S5 01 i RE� SNEAR WALL I .� 1 '-O' � �6 �' Q � - • � � � i � � � � i � i i i h ELEVATION AND ' i i F i � � I I I I I I I I I � 4 I LOADING DIAGRAM I _ _ _ . _ I I I � � I I � � S3.06 15 , . Q 2 S5.01 I i 5.00 � � i N� � ` D = 99'-5' 1 '� I I I I I I I , I I , I I , � ;' I I .� I I 't ; B - -- - - _ - _ - - -- - - ` - - - - - - ' � - , � � ' I I I 25 ^ _ _ _ I I I I I I i I I I I 8' PRECAST I 0 I I I 5.0 � � `,� I I I i I I i 1� i i � WALL PANEL I I I I I � . �.3 i i i I � i S5 Ol i I I � � � I �� HOR ZONTALL I I j � I � I I i I I � ' � ' � ii 'OV � i v i I � i , � ' � ii I ii � . � O � ." c� � i � I c� l7 i � c� � ' a : o � o o � � .� � � � � I � .. ' 1 '-O' 10'-O' � � 8'-1 ' �-� 8'-6' 1 O'-O' � 8'-6' -�y '-6' i 3'-10 8'-11 ' � 4'-tOYz' i '-O' 8'-6' ' 7'-9' 1 '- ' I q'-3' 1 '-O' 8'-6' 1 O'-O' � 8' ; . � '., tODT24 ' I ' tODT32 ' ODT32 lODT3 ' 10DT32 ' 1 DT32�t ST3 f lOD 321 g• � 5�(32 lODT32 ' 10DT32 I 1pDT32 lODT32 ' lODT32 10 S t r u c t u r a I ' � I I I I I I • � i TYP. AT Consultants � � � PRECAST � I n c o r o r a t e d C ' - - - - I 15 i � � i ! i - - , - DRAG � - - - � � • �' � S5.01 I I I I � 23 , ( BEAM i S6.13 F I I I g pp I I I (SLOPES ) � 3400 E. Bayaud Avenue #300 � � � i , � Denver Colorado 80209 I I i ' I (303) 399- 5154, FdX (3�3) 333- 9501 3 MINIMUM REINFORGED Email InfoC�sci-denver com � I � I I I I I I COMPOSITE CONCRETE � SCI Job Number 04- 187 v 3 � � � � � � � � � � ° � i � I i TOPPING � � 5 0 , , ; � I I I I � I I ISSUE/REVISION DATE NO. � � � � � ( I , ( � I � , � � _�. I I I I � I � I 12 � � CD PERMIT SET 010CT07 . • 0 10DT24 i � i i � I i I , 5.00 i STRUCTURAL CDS 01NOV07 ' • , D N � �' I I I I � � � I I I ' I I ' I I I I � I � ' I I I i � I I ' � I I I ` I I t I � I I I I I I � I I ! I I � I �I I I I I 2 I i I I I I I TOV RESPONSE 12DEC07 Q ,�, II I � I � I II II ) II II II � II II II ( I II II 5, p II II III II I � � I � � DT = q9'-5' II , I � 2 ^ ^ � , I I I � � I I I I I , I I I I � I 9�'�6' I I I I � I I I I I i I II I I I I I 15 CCD #10 2�AN08 Q , O O "; II I I Ii iI II iI II II I II II � f II II I ' II iI � � 500 � ' . 3 : � � T - 9q -9 /a � 5 S3' T O V R E S P O N S E 11FEB08 I I I I � I I I I I i l I I � II II II I � I II II I I� I II 15 III II I � il II il Q DT = 99'-9' ; I I 5 5.0 1 I 5.0 I I I , � I I I I I � I I I I , I � I I O I I I I � I I I I I I , I I I I I I I , I I I I I I 4 i l I II II I I I I _ _ _ I I _I I P G_6 � I _ I _ _ I I I I I I I � I I I I I 'O ' I I, I I I I I I I I I I I I I I I I I CCD #24 23APR08 Q E w ' ' �` '� ' ` � '' ' CCD #36 23JUL08 Q ,�, _ _ � _ _ _ . . : . � � DT - ��,-�. I I I 1 ( ( I � � � - _� � - - -� I I I I I I I 8' PRECAST I I � I I I I I I I I I ( I I I I I I 5 � TAI CONSTRUCTION DOCUMENTS 08AUG08 �n � I I I � � �' SQUARE I I I I I I I I WALL PANEL I I : ' . I I 24 ' : ' ' ' ' I I I I i �Y LEVEL I ENLARGED PLAN AREA 2 � - -_ - - _ _ _ _ _ _ _ _ _ � � � � � � _ � _ � � GO�LUMNEREC�TION � � � _ � � _ � � � _ _ � � _ _ _ _ _ � , , » SQUARE - I I � � � � ��P I I SPANNING i DT = 99 -5 � '•< _ � _ t � _ _ i � _ NORIZONTALL�( 5.00 BLOCKOUT FOR E: TOV UPDATE SET 10SEP08 �'=r-o' F �-� -r, -� ��n�►�E�roiv , , I I I 5 I I I I � 5,po I I I I , I I I I ,I I i I I I � I I I I I I I I I I I I I I I I I I � NOTES: ^ O � I I I 5' I I I I I I I I I I I � � I I I I ' I I , I I Q I I I I I I I I I i I I I I I I I I I I 1 . BOXED NOTES � INDIGATE A TYPICAL CONDITION UNLESS NOTED OTI-IERWISE Q -� � T.O.W. �; I I � I I � I I I I I I I ( I I I I I � I I I � �� I I � I I I II I I I I I ( I I I �I I I I I I I I I � I I I I I I Q , , ', „ I � � � � � � � � � � � � � � � � � � II � � � � ,� � I � � � � � � � � � � � � � � � � � � � � � � � 2. TOP OF SLAB ELEVATION = 99'-9', UNLESS NOTED TI-IUS� �x-Xx , RE� S2.09A FOR ADDITIONAL SLAB _ _ - = 109 -6 : i i 15 _ ' _ � � i I INFORMATION. Q G FLAT PLATE BY ' � i i • 0 REG� 3. TOP OF STEEL BEAM ELEVATION = 98'-9' UNLESS NOTED THUS• (XXX'-XX'), `. I I I i 23 i i 3 MINIMUM REINFORGED �Q.� Sj . : I I I ' S.00 i � GOMPOSITE CONCRETE �,. �Rpyg �9�. PRECAST SUPPLIER I I I �o I O;• •.. 4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED THUS� T �x_�- T.O.S. INDICATED IS THE PROJECTED T.O.S. ^ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ , � � I I I a I TOPPING ��.o�Q 99�;0 � AT TNE �, OF THE SUPPORTING BEAM, WALL OR COLUMN. SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED � I • � ON PLAN. � 3'-2' '�• 2'-q" I q�'9� I I � 5'-SYa i 10'- ' 10'-O' 10'-O' i i '-O' i 3'-73/g 8'- 1 ' 6'�OYa 6'-OYs ' 6' 10'-O' i 8'-9' 8'-11Ya i 10'-O' 10' : 0 • . • 5. <X'> INDICATES GAMBER OF STEEL BEAM. 2'-O' > � � lODT24 � i � � lODT32 tODT�32 lODT32 i lODT32 tODT32 ST3 OD 32i 8� • T32 ST32 i lODT32 tODT32 lODT32 lODT32 lOD 'O9•.� �:� 6. PROVIDE 3/a' � x 4' H.A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS� [XX] WNIGN INDICATES TOTAL N '� � " � � s � ^ �FF • ' • • • • '•'�C��� NUMBER OF STUDS. EQUALLY SPACE H,A.S. ALONG BEAM UNLESS NOTED OTHERWISE. WNERE NO STUDS ARE � {�PEN I I DT = q9'-5• S/pNA1. E IpDICATED PROVIDE 1 STUD PER 2'-O' SPAN OF BEAM. •� �, I I lili � � � 5•O2 � i I � � I � � �• �U^a � , 7. �� INDIGATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SNEET S100 FOR STEEL �' v�l I I IIII I I I I � ( 22 DECK SCHEDULE, AND ATTAC4-IMENT OF DECK TO STEEL FRAMING. Q � I I I I � I � G � � Q 17 5. 8. A T B E A M S B E T W E E N S L O P I N G G I R D E R S, M A T G H T.O S. O F T N E S U P P O R T I N G G I R D E R S. � � . � � � � � � � � 1 7 i � 3.0 � ' S 5,0 1 � 1 -O' 9'-3' � i i � i I I I � TYP. � � 9. T.O. PRECAST WALL PANELS ELEVATION NOTED THUS� T�x�_� . .� i� � � ^ , ( I I 5•� I I . 10. RE� SHEET S1.00 FOR STEEL BEAM CONNECTION SCNEDULE, MATRIX, AND PLAN NOTES ON SHEET 52.08A FOR � � ' S�. �� �'; � �p � ,• ' n � � � � � i � I I I pG- �O I I � FLAT LATE BY CONNECTION TYPE DESIGNATIONS. p � 'O� �• � � I ( I � I I ^ I ' n" I I I - - - _ PREC T SUPPLIER 11 . ►-�' INDICATES A MOMENT GONNECTION, RE• 1 , 2, AND 3/S6.00. N � � i i i 17 i � 12. RE� S3.00, S3.01 , 53.02, S3.03, AND S3.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY ,�' � � � I ' I � � I i i i i i 5.0 ' PRECAST SUPPLIER. , `, Q�' I N I I I I I I S .Ol � � I _5 . ' 13 1 3. 'S C I N D I C A T E S B O L T E D C O N N E G T I O N A T S T E E L B E A M T O B E S L I P C R I T I C A L. ,� , 2. I l i l i I I i I I I I I I � ' �. - i 5.0 0 a� � ' I I I I I ' I I ' ' I I I 'I � • � I �, � "^ ^ I , , 14. COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECNANICAL NORIZONTAL PRECAST OPEN r ° � � • I 13 I I I I I I � B .� . BARRIER WALL FRAMING QDUCTWORK WITN ARCNITECT, MECI-IANICAL ENGINEER AND SUPPLIER. PANEL TO CARRY I 55.01 I � li � � I � � 8 S30 � i :• � _� � � RE� 8/S6.10 AND ARCN j J _ _ _ _ •' _ _ _ _ I i _ _ � o _ _ FOR LAYOUT OF WALL _ m VERTICAL WALL TO STEP T. . � �, � O � � o a ' COUNTERFORT WALLS WALL `+ � � � � i i ' I I � I I � � NS56 x 4 x Ya . 16, PREGAST DOUBLE TEES AND BEAMS S4-IALL BE DESIGNED FOR TI-IE SUPERIMPOSED LOADS INDICATED ON TI-IE i i � � • �- LOAD DIAGRAMS, RE� S1 .03. PRECAST WALL PANELS, COLUMNS AND GIRDERS INTERFAGING WITN STEEL FRAMING ARE K m - -- - - - - - - - - - - _ _ �- i-� i LLV ELEVATOR � _ _ _ _ • = DIVIDER BEAM • � � TO BE DESIGNED FOR CONNECTION REACTIONS INDICATED ON 52.08A. T.O W ^ , . � I I I I I I I I I � � � � ' � " " � ; I I I I I S5 �Il �610 I I I I I I I 17. PRECAST SUPPLIER MUST COORDINATE ALL OPENINGS REQUIRED FOR MECHANICAL, ELECTRICAL AND . = 109'-6' - - - - , N T O W 4 -2 i O p � ^ i � � I-1�3/a I I � I i I I I ( I I i I I �P ,., i � I I I il I � '-O' �. ii '-3Y � �_p• • � 171'-10Y2 I I I � I I I I I I r , PLUMBING TRADES. � � r � _ c�,� N � . II II I II I II II II 17 • . II I •. i , I �O II II II II v m STEP T.O. 1 '-8" = ' "� � I I I I � I I I � � I I I I I I I 18. MINIMUM CONCRETE TOPPING THICKNESS AT DOUBLE TEE FRAMING = 3', REINFORCE WITH 6 x 6 W2,� x W2,� ►N,W,F, � , `� � �n `1' ,� �r " ' S � • 5 , ,p� I I I 11� I I I I I I I I J WALL a - - - � - � -' �, .� �* � � I I I I ' I I I 5 O I I ' I B N ': 1 ,_ . � x . . 19 P�'x INDIGATES PREGAST COLUMN, RE• SCHEDULE 5105 � p - - - - x � x � N � 56.10 ' , , B �� i � ^ I � � IJ D I I 5 1 0 0 o I I I I ( I I I J O 12 v -- � � � `� I I I I I I I I I I I I I S3,01 � u� ,, I • . �� I I1 3 p I I i I i I I I I I w 20. P�x INDIGATES PRECAST GIRDER, RE SCNEDULE 51 .05, RE• PLAN AND DETAILS FOR USE OF I7B OR O Q DT = 99'-6' t° - - - . N 5 5 O l •. � 3 _ _ _ I I I _ _ � I I _ _ I I _ _ I I � _ I I _ _ I I _ •.� i �' `; I I� ,i' '; I ( I I I I I �-' I I I I �O I I I I � REGTANGULAR BEAMS. - - - - �, • ; � � 21 . RE� Si.01 AND S1 .02 FOR COORDINATE PLAN AND SCHEDULE FOR COLUMNS NOT LOCATED BY GRID TIE L ' ' - - t - - � • � "� - - - ' - - � 22. TYPICAL COLUMN BASE TO GIRDER OR BEAM DETAILS, RE• S1 .01 . � "� - - - - � � - - - - � 13 83� � PG-3 i� . � W � ' - - - - - - - - . � i � i21 � ' i 5 p � T.O.W. � 23. Q INDICATES STEEL GOLUMN, RE� SCHEDULE S1 .04. o- �O 1'-�� iO � 4 S6.0 � � X � m • ' � . '_ = qq�-4• z � � �0 4 - - - - - - - - x � .� DT 99'-6' Q •� � �-O" `, I - ' = S3.01 5 01 Q r 24. FOR ADDITIONAL INFORMATION AND DETAILING ASSOCIATED WITH OVERFRAMING AT STEPPED SLAB, RE• S2.08A. 'O � 0 N � N � c�, 6 2 � ' _ � W40x431 W40x431 � 25. TNE LAYOUT OF DOUBLE DT FRAMING MAY BE ADJUSTED BY TNE PRECAST CONCRETE SUPPLIER PROVIDED TNE M - -_ - _ _ _ � _ _ _ - ' 36x � 3 � -- _ _ _ _ _ _ _ _ _ _ � • 1 O _ _ (99' 4")_ _ _ _ (99' 4')_ _ ! � LAYOUT OF OPENINGS INDIGATED ON TNE PLANS IS MAINTAINED. � p gx g _ _ _ _ c0 _ _ _ _ ; _ W24 24 x55 6 6 , x5 5 5 m �99 - 4 A � � 6 �^ ^ � � O 26. PERIMETER PRECAST WALL PANELS AND GOUNTERFORTS ARE TO BE DESIGNED FOR THE APPLIED GRAVITY AND LATERAL •� m i� TIMBER ' , 1Yz 55 �qq•_4-� Q Q (9 4 ) S5.01 � "� . 3.0 m 5 O O m � � � O FORCES SNOWN ON TNE PLANS AND TNE SOIL PRESSURE FORCES ILLUSTRATED ON SNEET 53.06. � � Q KIGKER 2 _ _ _ _ - - _ � „ „ „ � • 55.01 ,� i � ^ „ r, „ ,� � " � " ^ "^ � O Q . . ' . v . � Q � O O O I "� � Q ^ O O O O O 6.00 . . • • � 27. W36SP X INDICATES BUILT-UP BEAM SECTIONS, RE� SCHEDULE AND SECTIONS PROVIDED ON S2.08. `� � g,0� p � 12 ' � i 1 ih �",: ": " c- i "� i ' � 4 � u m �? m m „ „ m ;r cn � m � � � � Q � � � 28. PRECAST TOPPING SLAB REINFORGED WITH W W F. 6x 6-W2.9 x WZ,q GALVANIZED, RE� 6/55.00 FOR TYPICAL N n ;0 0 S5.01 ,n � ,� � ,p , ' •, . . . � . > •t , - • I" �- ; `-'; '' u � � '� � '� � '� � � x � x � x o�- x � � � , D O U B L E T E E D E T A I L, � O O O v v - � Q" � � � ,� v ,n v v v v � � � r-� � N r - �ocx-�or � - - - - - - - - ' :. �. � x � x � x • � `r � m � m � �? ' v v ' v • �' W � 29. T.O. DOUBLE TEE ELEVATION = (AT BEARING ENDS), RE� ARCH. AND STRIPPING PLANS FOR � .� N c� � � � v � `� � S5.01 � X � � x � x a- x � x � x � , , � O W T.O. SLAB ELEVATIONS. `J " • � ' °- x � v v v v v � � 3 � � � � u N N N ''J � O .., .� �O �O O O O X 6 X � ' �, Q T.O W. p ,�n ,,� � 3 3 3 RE� CORE S5.01 5.00 � 3 3 � 3 � 3 m `" m `" W40x 431 � � � `O � ' x x � wei i W3 � wnnYn �� , = 1nd -�- - Q ,�. � x 13 WZ4 x 55 4 x 43 � � (� O c•i c•i •o ELEVATIONS , . 66 . . i_ . (99'-4') 3 3 (qQ ^ ) 3 cn 99 -4 (99 - 4 ) (9 4 ) Q � �/ O F ^ - - - - - - T.O.W. T.O.W. 8s� • �. � Q W36 � 36 � ' �v v �� 10 5 O � - 13 �, - - - Q ^ ^ � 2 � VJ � �^ 1 I LL P N _ _ _ - - � 4 _ x 135 _ 135 N � � U" A. N _ _ � � _ _ N _ _ N ' '-' - � �. � 99'-4') � '-4') V � S3.01 66 J ' - - - - - SUPP T FOR BEAM - ^ - � ^ - - ^ - � O - - - - - O : � - � SEAT m � � � m O �n 4 x43 W40x431 � v • SNADEDxAREA - - - - - - - � . m . � . 0 : � . � : N � m ^ . . . . 6 � _� � � � � - - - - - - - - - 4' WIDE 8' N � � � � � v (99 -4 1 (99'-4 ') �/ � � v � ,� v v 6.00 x � > L.L ' {-IIGH GONT. 'v 17 c° .� m o- � '� � � � '� X � c° � m � c�n '� 'Q- O �. GONGRETE CURB � � , i x � ^ � X o' m -- 4 X � � -- �y x x � X � x � x o- TYP. `* � � ,� . S5.0 � S5.0 O � v � x m v m � m �o � v � r < � 3 m 3 � 3 3 3 3 � , ,� � - - o � �* 3 "' 4 3 3 � cp ;r 1 1 • 4� g• 3'-4 Ya � 6'-2' " '-2 Y z' 4'-3� 4'-3' 4' � 7 3'a 4'-7 Y z' 4'-4%a '-2 '-2 6'-1 ' S'-11 3'-2 Ya 5'-O' 5'-O Ya 5'-O' 3'-4�' 3�-O' 3'-O' 4'-O' 5'-1 1 Y8 3'-2' 3'-O' 3'-O' 6'-3' 6'-3' O -� 1 -8 /a 2'-1 �/a � �/ J � � � � � . � _ � ^ � �-33�4 � ' � � ^ . ._� � x � x � 5 8 2 5 m 99'- 4') 6 00 W36 x 135 6.00 �'`� � Q 2 m O O O � m � 600 x5 36x135 ! � � 1 5.0 � � �' � 18 3 v�24 x 55 21 _ _ � � (q�l'-4') _ _ � � � 18 - -- - - R �w - -� -- ..�y�, � -' - - - - - - - - - - � x x X O W24 x 5 3 (99'- 4') ry - , , � � Q `�' - - W58#-�r#x-�-�.� � - - - - - - - , - " ,. " _ Q O T ABOVEI `n � � 12 99'- 4') �� in (99'-4') M � ; .., � � ,. ,- � �� � RE� 52.09A FOR - - 56.0 qq 73 'O � S6 OZ � � qq04 431 6- , 5 � � � �= a � �. t ` � i � STEPPED SLAB � 0 Q2 w � - • _- € a � EXTENTS AND � 83/ TYP. ? P , ~ ° ^ ; ' r . - _ � a � � OVERFRAMING FOR 'n � OP ' T.O.S. �� .__ ` _ -° ~�° ` ' � �N �N SLAB SUPPORT _ _ ' RB A ;� . � � E t � = 96'-8 � � > > , ENING `� `� 10 S5.0 r- a 5,01 S6.0 T.O.W. T.O.S. � �' O -N PG-2 � � , � � 50� P�F = 99'-4' = 96'-8' � R� - - - - - - - - - - - - � - � � . 4 � ' TYP AT 500 PLF T.O.S. L EV E L 1 o • ■ i �0 14 q T.O.S. T.O.S. F� T.O.S = °� � T.O.W. 'v � s • � 4 NON-ALIGNED . � T.O.S. , = qb�-g• � ENLARGED PLAN � ;o ;o , . �; 8 / 5614 Q 5.00 1 � ' ' g BEAMS = 96 -8' = 96 - = 96'-8' = 96 -8' T.O.S. � p �m °' = 106 -O � - - ',� 5.0 N S ' H5S4 4 x 3 � W24 x 55 4 x 55 W36 35 Q _Q 24 x 55 18 4 16 W36 X 13 = 96'- ' v 'N �' T � POST ABOV 6 - - � - �- AREA #2 o � T.O.W � � • 4� g• 4'-8' 6'-2' - 6'-5' 3'-9' '-8' 4'-7' 6'- ' 5'-1 ' 3'-73 ' 4 '-85/a 4'-11 ' S'-O' S'-OYa 5'-O' 6'-4Ys' 7•-O'^ 5'-11Ya N 6'-2' 5'-1 %a 7�0' �'i ' - - ; � 10 6' 1 ' ' 2'-8Ya r � � TI ON � • W24x5 '" � � 4 REC�UIRES ° 'O CANOPY POST ,� � x EREGTION OF 15 g i� RE� 8/56.11 TYP. i SIM. �n �' � v � UP i i i S6.0 INFILL BEAM 560 efi �; N 12 x STAIR �' PRIOR TO � PLOTTED MAR � � .� T.O.W 6.0 `� STRINGER � 8 TYP. AT MA � N MEMBER TYP. AT W36 v"', '- ?� \ = 101 '-O' � � � 3 RE� ARCH. 6 00 COLUMNS COLUMNS x 2 � CHK'D BY JRB ,,,� � � O O � c� CENTERED NOT � m � � � `r 6 00 �1 BEAMS SEE ^ ON N/5 ED �+ � � \ o � ^ u O NOTE 8 � � � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS > x x � 3 . BEAMS 'b W m � 0 O 36 x 256 m W � p� �i 2 3 4 SHEET NUMBER. ¢ _ _ _ � 3 � N , O24x55 i _ 4X55 � � � � 5 _ � � 24x55 14 � � p • �� � � o T ATCHLI E 52.09 w2 x 55 15 x 55 x 55 � � � c0 � " Z - . � . . . . � . . . . � . . . � . . . . � - - - - - �L �6� - - - - - - - - ^ - - - W36 � � T.O.W. 11 " 4'-8' 3'-4Ya 6'-2' O �* �.--. x 256 � � W a� m W � 5 � � � � D . P .A. PROJECT # 06232 . 00 � j SCI PROJECT # 04- 187 � � a � � �: � 1 2 3 4 5 6 7 8 9 10 OVERALL GRID TO GRID 24'-8' 10'-3' 7'-11Ya 18'-9' 11 '-73/a 6'-O' 5'-5' 10'- 4' 21 �-43I4 19'-lYa 27'-5Ya � 0 ' • - � Archit ts � � o � � � � � � i � � w � � ` > oc _ O c9 • � � ti` � � � � Y ; x � i Y i � \ � � � � �I s • 1 � > � t l • ♦ tl , � �-i � �4 ` 1 •, � 4 � { � • ; j • L • � • � y � �� tI 5 � �� ^ l ; ' � � F• � � t fY • � • ♦ 4� ^ T i t � f � f f a = h� � � � ' � /i � • f , ) i ) • , • 2301 BLAKE ST , STE #100 `; I I I I I I I I I I I I i I I I I I I I i I I I I I I I I ► I I �. I I ~� I I I I I I I I I I I I I I DENVER, COLORADO 80205 I I I I � I I I I � I i I I I I I I � I I I I � I I i I I I � I I I i I I �3000 P�F I I I I � � I I I I I IcN � ' I I 303 861 8555 F 303 8613027 I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I .; �T500 Pt� I I I i I ; I I I I I I� � I I 0225 MAIN STREET UNIT C101 ; " " " '� �I I I I I I I I I I � `�FI I I I I I I I I I I I I I I I I I : �LI I i i I� I I EDWARDS , COL0�4D0 81632 � , � I I I I I I I I I I � 4-I I I i I I I I I I � ' �I I I I I I I �, � I I I I I I I 970 926 8960 F 970 926 8961 ; � °- �I II II II II I I I II II II Ila : . I II II II ' � I I II I]-j II ' ��o ;° �,I II II II II I �I I II II II II ° I II II II " I I II I�C II ' �o �oi ii ii ii ii i� i i ii ii ii � i °o ; i ii ii ii .' i i ii i(J ii � � � �n m � � � ,� � Q � � � � � , � � f�� u' � , � i ' u n ' ; � � II II II II � •} ' I I II II ' ' II II �; s ` ��=1875 P F I I I I � ., II II g - - - - - - - ! " ' � II II _ _ _ ��=1875 PuF I I I I I I I I � ' II II II II II II � t II II � II II � � � � � j � II II � � ii ti � i ii ii ii . � � . � � � w � r� / 1 . J -1 J J � � � � � :�: , N, , � , , , ^ , o Structural m m � Consultants c - - - - - � � � � � - - ° - - � - - - � - - - : � � � � � � � � Incorporated ~ � 3400 E. Ba aud Avenue 300 � ��-� 8�5 P IF � Denve�, Colorado 80209 F �P ING SLAB (J03� J99- � 1 �4, FAX (303� 333- 9�01 ;N ��=1875 P�...�F EI FORCING Emad InfoC�Dsci-denver com ;r I I I I � � _� 6 6-W4.5x W4 5 � � � � SCI Job Number: 04- 187 � II II ISSUE/REVISION DATE NO . ii ii � ��. ' � CD PERMIT SET 010CT07 , • . • J J � STRUCTURAL CDS 01 NOV07 � - - - - - : -r-�- - - T r . ` � ' r � r TOV RESPONSE 12DEC07 £• nld II � � I II ' II II II I � ` II II � II I II � II II � II II II II II � I � II II I II II II Q t .�, m � II � I II II II II I � II II II I II il II . II II II II II I � II II I II II � II . ' , � " I I � I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I i i I � I I I I I I I I I � I I CCD #10 24.1AN08 Q � ' II II � I II II II II I � II II II I II II II II II II II II I � II II I II II II - � : I I I I � I I I I I I I I I I � I I I I I I I I I I I I I I I I i I I I I i I I � I I I I I I I I I I I TOV RESPONSE 11FEB08 Q t ' II II � I II II II II I � II II II I II II II � II II II II II I � II � �,=500 � F II II II I I I I I _ _ _ I I _I I _ _ _I I _ I I _ _ I I I I I I I I I I I I I I � I I I I I I I I I I I I I I $=1875 F I I I I I I CCD #24 23APR08 Q E - - - - - '; - - - - - ' - - ' ' �` "'� � '' CONSTRUCTION DOCUMENTS 08AUG08 , , . . . . o , ii ii - - i ii _ _ _ii _ _ii _ _ _ii ii ii ii ii ii ii � ii ii ii ii ii ii ��50o i� ii ii ii I I I I � I I I I I I I I I I I I I I I � � I i I I I I I I I I I I I I I I I I $�1875 Ptl� I I I I I I TOV UPDATE SET 10SEP08 �' � II II � I II II II II II II II � � II II II ' II II II II II II II II II II II :� F - - - - - � � � � i I- I-! .� I � � -I .� ' - �- - - - - I II II II II II II II II II II °. II II il II II II il II II II II • � � i II II II II II II II � � II II II II II II II II II II II II II II -� = ' � I ' II II Ii II II II � II � �� II � II iI II II II I �I II II II II � I1 II Ii ', I � � � � � � � � � � � � � � � II � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �..........��.. .... ....�...M....�... ...... ......�.... ..�. m�..........�..�..�.. �...�..���n.�. ..r�..�......«�.......«............e.. .... ...�...�.....�...�.r......�....�... ..�...�.. ...........u.............. ........��.�.... y .�.....�..�.....�....�....... .�...�.....m.... ..�..�...... �...�.�..�...... �....�.....m�.�. �..... ......�..�....�..�.e...��...........�...a.� ...... ...�.... � I � ' ' G - - - - - ;� - - - - - - - - - - - �p�p,DO RE� . � ; 11875 P ( ^ v�S�eN R� ye�s���� � ` . �o � , � • � • : c0 : = 875 PL � � � � � i � . . � . �� � ,' II II ' � o,�• :��, ,�, F '• • . . . . . • •' � LEVEL I u ^ I I I I ! - - - - , - - - - - - ��NAL ENG� ag -to -at� � � � � � � � � � � � � � EN � ARGED SLAB PLAN AREA 2 ��=� �-o� �: , , , , � � � � � „ „ � � � � NOTES� =., � � � � 1 II II � � " 1 . RE� 5209 FOR ADDITIONAL PLAN NOTES. •� I I I ( 2. �� INDICATE DRAG FORCES TO BE APPLIED TO DRAG BEAM CONNEGTIONS AND PREGAST EMBEDS. � ,,' I I ( I 3. FOR STEEL GONNEGTION TO PREGAST RE� PLAN SEGTIONS ON S2.09. Q � : ' _ I I _ _ _ _ I I _ 4. FOR STEEL TO STEEL CONNECTIONS USE SNEAR TAB GONNECTION SCHEDULE 5-2 ON S1 .00A U.N.O. i i i i i i � i i i i � 5. DS-'X' INDICATES DRAG STRUT CONNEGTION. RE� SCNEDULE 51 .00A. '� I I I I I I I I I I I I � 6. S'X' INDICATES CONNECTION PER SCNEDULES SI-IOWN ON Si OOA. I I I I I I I I I I I ( � '. • • • ', ' - : � ' � : �: • • : � I I I I ' I I ' ' I I I 'I I I � > :~ � ' ' 7. OINDICATES TOP OF SLAB AT HIGHER ELEVATIONS ' I I I I I I I I I I I I � 8. �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SNEET S1 .00 FOR STEEL � I I � I I I I I I I I I I � o DECK SC4-IEDULE, AND ATTAGHMENT OF DECK TO STEEL FRAMING. J � - - - - - - - _ _ I , _ • _ _ _ _ _ _ E �x�oc 5k1875 P�.� I I I I I I I I ' t ° a 1� 9 -�--� INDICATES SERVICE LEVEL DIAPNRAGM SEISMIG SNEAR FOR TRANSMITTED TO PREGAST WALL K �m _ _ _ _ � i� � .� '� i_ s -x�oc INDICATES SERVICE LEVEL DIAPHRAGM SOIL S!-�EAR FOR TRANSMITTED TO PRECAST WALL _ _ _ _ _ _ � � , I I I I I I I I I I I � '� ` ' � " ' ' � `'' ' +' � ' ` I I I I , •, I I I I I I I I I ^ I I I I I I I I 1 O. -�-�- _ _ _ _ _ _ _ o p II II I II II II II II � ii II `> II I II II II II II II II U . `�' `� � � -�8 ' I I I I I I I I I I I '- � i I I I '•; I I I I I I I I I Q I I � I I I I I I � 0 ' II II I II II II II II '; II II II I II II II II II II II -� p = _ _ _ - _ _ ' II II I II II II II il II II '' II I II II II II II II II .J ^ - - - - - - - � � I I I I I I I I I I I I I I I `�,� '• I I I I ,� I I I I i I I �500 P4 � � � � � � W Q II _ _ II I _ _ _ II _ _ II _ _ _ II _ 1I II • � '�, II II •,' II I II Ii �T18���t� �/� - - - - - - - , - - - - - - - � I I i l I I > � LL � - - - - - ; - - - ' - �' , �. . ' - - - - - �,� � - .,. ,. : . . , R . �::;. . ,�w ... _ � � . _ . � , , ,. . .,:., ; , � ) r� �? > �x:� y <, ,. �. / �� y ,a.... , a., .�,r r ¢.. � x. e,. . . �, "' �r ;', " ' ' , �..a� . c � , •;� �..'�. � ,d;. i,,v , . : � , , ,, „ , ; �.: ., .... . .. . .� + . . a - . , „ .ua,. �.: .:i:��. „ l / � ., . s....- � / , . , ; .�L , ��..r:� �. c# �. � ' . - . , , : .. t . � � . � . . .. ,.. � ,Y � J ,f z rsa � •;',.]G .Y. r :S t. :�5.,� .�f. /� � ^ � , . � � -. . ,� a ,,, N,. . �/y 5y •�. �(� ,.,, . � < :.. . ., . � ;. � . ;m . , ^ , 31 ,,., .u ,� ,� „r r., ., �L . r, ,,,,,, , . , ,. x .r -. >•. , r . . ,, . � ,A '.5L „ ,,, , . �L .. , ' >5�-; , ,: . .. �, (� i. ....�i... ::: , ... . I ..,yv . ,r. .. . . . .F . • _<. a - . .T .4°� .. f� , � � � � � � � -. : ",,. � x. .... . . .€ . .,.�.: . . . s ,. ; . :. ..r.. . o . .. � ..:. � � y' :C.,.`{� (''� . .. :' P„ ■ ,:!:, ,,; , ., ..., ,:.,Y . ; . ... ..u. , .r.zv a , Y) .. _.,.. .,. , n. /� �/� ,! ll✓ t' a. . ,. ,. Y'. .r, '�Y! ae ,,.� ek' 9 1rY. . � . .... , . .m.y . .. p i , :_� .. .,;,,L �✓ ./ ,� . d. .,/,. ./.,. KJ q F. VS i„ t/ .� ', : ..,, o. ., ,. , . ..r,.. .., ^.._,.i ,:. ... .n,< . . ��� �...� ;..t r b.. . i - , ., ... .. .,,,r . e . ...:.' . Y N ' '.. ;. . JV> .. YJ 4! s,:.� rO "M. °r l . , , � �} >:,.,. 0 1 �,,,,,.,, ,.., _ ., � '_.. (J . C . , , :. ,� . . „ a 0 � � - - - - 0 Q, , � x„ � �;... - - � ,�, ,�':, � , ., - _ . 0.:.-, ,,,: ;cV :� , ��° ,.. � .�, r �, , �1' Y(} �. _,. , ,: . . ... ,.: ,. ,_,., , w ,; . � . C? ,, .. .. , w. ;u� .,. . ,: , � , ,,: , .: � ., � .- � M f "t %'�t z ;, C� <_ , �, ... ,; _ ? , . :'� . , ._ ; ,, „ � n a[l, t{) a ,. � . , � w t*1 m ,..... , ,,e . , �,,, � , • „ :<: lT. , . ._ , _ st' st' , ,.. ; ; ,.,: , , ,,� ,�k.,.�, , , � . ,,, ,- �7'; <Y w,, . ,,'�t ,tt? 4C? , ... . V �'�t' tiZ r . ,, �O . ,,.. 4 „ , : ,- , ,, . , � , ,, , . �„ f , ,,,. . . ,.,. ,. . , . . , . , . � . , . <. ., ty1 � ,, , a,., .., _�c, V' g- .„» .. .:. �. � � . . . , , tn t{} ,. .. � ., ; � . LV tV , >, _ ;_ _ . ,. � , , tYY i'�' „ ,, r ... .. . . ,. _ : .,. . � . ,,, ,, � ,. , u s , .,, r��, w . , ,.._ , . „ �, � r .. , . � , ., � ,, _ < _. � , , �,. . „ . ,, � , . , � „ , ,,, ,,,,>, . �. r . . .. ... , , . :. .., ; �. . , < � . - - - - - - - • , . „ _., . _. , f'� , CQ , . ., d'1, ,. „ � „ . , .,. w., � ,.. , ,, . , � r , , � . ., , N , . . ., ., ._. . . . , : . , �°' , . . ,_, -.. ,., „ ,, ,, . , i , .. ,. � „ , , ,.. � ,. „ �. � �. , , „ �� , , „ <, ,_._ . , , . „ ,,�, , y.. , .,, . , .-. .. , „ „: , , , � - . . ,,. , , . �.. . _., , � - - - - - .. , . .> ` ,- c , ;, �- : - - ° „ O Pv Y .. '. . . . !. ., . . -. . s ' � v.-, . ''. .:° f m.o . .,.., • e ._. s :v .ry ... .'.r A, / .. � .?.r :. v� Y. P.' . 'i :: - . F., . 4 .� . .J�., . ,,, .. , . , , , ..�,: ; � d.- ' - , � '.,1. . 3x .,. , , . „<:, ,..„ , ,,.,, . . . ;; ... „ _ , . . . . i , , ., . . � . , < , ,,. .J , ;, ''i , ... . , „ . . .,.: . _ ._. . .. . ..... ..,. , .., . ,_. � � . ....: ,._ ,.... ..., . ._..: .. . .. ... � . � . , ..,. �:;, ,:� , . ..-.. . .: .�. . -., , . ,, ,... , , . , ;. , .. , ., . :� ., ... ._, ,,., ., .:., , , ., .,, ,,,., ; , ._ ;,;:: ., , , ._ ., . , a.. ,,,, . .:,.: _ „ �.: . , ,;�' . � .,a. n�/,t ..E .MCz, , , , �,. r; „ ��\ ,. . _: ., . '.;,, , � , . . , . '':`., _, _.. .. ., , „ - . . ., r , .:;. „ , �. � �.:, � . . t ., . �:� , . z ; , ' . : ; ,. , , , , , ,,, . � .. . :.::. .:; • - . . .._ a . ..... . . .. ..k . .. � . ..,... :: . . .• ,. ,�.:: ,. ...a ,.".. .. . .. .... n .::... K-, :� »n . .•� .. - r... .� .,... � .. .. . .:. » .. �.. :d. . , }x . . � ...i... . . . .a:v. C . . � ..r :r" : : / 'SF .. . � . _ , ...,. .... y.. _ �. i . .. .:o . . . .. �... .. . .. S �✓.F31 Si/ ti. a. ( j J :s„ , .,,., . ,_„ ._ .,,_� . . �_- , ../ �.,p. , . i ��I .. �. , ":,. , . �: . , : .:: • . :: . .: : . .. !>, n - ... :„ . �':v .. > . « . .,.�� " . . .,. •� �, .. .e;, . :. ,<. , . , ;:: , i . �:: , , :: .L , ; . .. ..!. ..... . �. � . . Y . . , .,< :. � .,,... � .. . ..,.. • . , :.: . ,;; : , , - ' ;_ _ , • .. ..: . . . ..... ..s „� . ..�. ... .� . . �.'�.� n , , . '.i.... .. . , . _.,� . . .i;;, „<. :.�. _,. . ., . ., ,. .,._. ._. , :. . .,, .: .. .,r. � ; ,., " � ..,:. �.e.., ..r .... .. . qr „ ... ., Y . . ., .:. . .- -a,,:,. . , . „ . i ,... .� � ,,,. , .,.. . _ , . : ., ,. . .,, . r, ,, .i <.:.. . % .,s ,:i .,, : ,_ , - � i..� ., �v� � . . ...., g: ° °: +.. C' P-� .:.. f .. � . .C. ,...... i , a-. :: , . . � � � � � r - � � P M r , . � . s w - r <.: 3 � • .r .. � . . ,-: . . ,.e :. • ✓ t -4 . . . _ . �. . . .:_; , . ". �. . .z..,,s .. �, .t ,�.'.., ,.._,. , .- .. _ <' , er- . " - S °,.� „ +� X. � a � s .. -a .�i •° . r.r. '.. • ., y, ,.� . .. , , . ., .. ��� , , , , } 3_ 3r. � , e a .,n . .::> . > ._,, .,,,, , y,.,.: � ; . „ _ _ _ _ _ _ _ .;� . 9, � � ,� , �.:.s,. ;.� ac-,� b .���. • • . , ... n� . ..:,: . = ' r ,,.;. :_e , .,,;, ., __>,, „ i . �,.. .. ..,. ,. �: ,., , � n, ' z . . n �s . > yv .:t-. s . ; ,,, ''�.., , .:.nF ,,,.:_ ..;� „ � :. : � . a �r5. s ' � . . . „ �.. ,: � . \ ,. .L.:, ;.['. S, � . 4 d. O . <a,: .:I- rs , . „ , . , , i'e , : ,_,. . ., . ,..,. ,. ,,.,'_ � ; ' , ..� , :, ^ .. . � � � � � � � ;'. � , . r�� 4 . , , e �. ., ?, . :; ; ;_ ' : � .,�.. . :. ; . , , ,1f. , r ;�� . � 1 " �.,;, . �, i.i�.:a.. . . ...�., .s.i . „ . . .R . . .,.: -:r, .. A � E.. .�l.rc v ..:..: �,,,is. , ,,,. __ .. :V� , 1`.. - e^r - r � . J. 3 .n. �-." � er�. criu>,. O • R^.. L • i , , '.: , r "1,.. � ' � ,.. ° . . ,c,l, :; •, �a .._- .:, _ : . ::. ;..; 1�,��.;� ✓ �. ,, } . _ • :z e .. .. .1 y „ ° ` : z'� 2 .. .:'iq ...5 '? b!Y::Y�"� ' :Y:! '.::e.: 4 . . • • 4 r• . . r. .. .. : ... :. \ • .n C ` . '� t.. ..- . � � .. � � .::. . <'a. ... . . �. . � .. .. :i . i. i. .. y. � . .r . . . .:l , a . i. v i . ar ... . . .. .. . ., ' ,� • '.y . . . . . .. o...e.e.. , . . :' � .^[a. Y W \ . . . ,. w '.d' T . �.. .„.:.r. .. ..... ee. . . : ... a .. ..,,. .. . . _,,. . ... . . . :!: . r. w, ,.. a... . ..,.,.,, , . . . . .: . , r�X'.... .. .,, xi . . ..,,,,,. , „ ,n, . ,`?,,. . ,, ,. .,.._. . . .. . . , _::,. ...., . . � . � .,--.,, . .. ,..,_ :. ` . ::- .;.q°;,<.,. , y , ...qex „ ; .:�.�,::, - � .,,, , ''! „ x„ ,a_.. „ . . :, -: e.: � _. • k,,.:,.� ,,....,. .,_ ,: , , , . 3,�x � _ � � _ � - - ,.e. :. - . ,,,: ..�. . ..,,, ,� �,_ .. .. , . i,., - ., . . , „ . .. .... . . , , _ . .,, , ,., ,. .. ,.,;: e . , , „ .:�s� 5 , �� . .. .....�: i.. ,..5, t,er„ . � s ��� f_ , .,,,,` ; . .,.. . „ ; .;. , . _. . .: .. ,.,. ;. , , :, . f , : , - � ; :,p•, , . ... , ,;, , �.. ^,-., .. , r i „ ' . e.. . „ ,,,� ,. t" .,; e�< , :,,,, ° , �„ .. ,. . .. :w:� e ., � � � _ _ � ., - '3a;'�. � � I - n ( �.�wi�x u i ., . � . , a� . �,. ;s � _ . 7,� r s , � �„ s e� .; � a = . �.., �4 .. r'- „� i., � � % s„�' � � � � � ,,.r -� 17K 7K � 1 E�� � ii .�-d � ..%°z �.�� �.�')� ''. � • x � a o : � .` � .:. � :: • . . a. .''. . . .. .! - 1 ' ., i. i.,� • 4: � „ 1 3 � ) T ��� Y��f � p „f! - � � , t•..i<y�n e4e , � - ;a'. . . .. 'r r ...�+� . �w . N - - - - - - - - - _ _ __ - ♦ ) �� � Q - - - - - - � � � _ : , Y 16 °3y. ? � , .�� ».,ar, `�'�, ,A � � a �(� fA . Y.• �,�., . . u 2 :� i4 ! .�.9 rh . J '. .:.F M� S,.:�,d £ � j� RJ Rl q� '.< ' : • 'I • • __ .( . , xW 'f ) • r.°Y' : 3 L�4 {IJ :1 ". � n. �. ., . , ; -. : rs : ; " �:, , . . . .' •� . .. . � .. ; . - ; . �/� ��y w. � .�: . ,: ' , , , . „" �� . . �..,' .rv, i;:..! ,;• ro , : . ,.: , ^ . .,. � V ^: V , "" f /5 ..: 1 , . . .""t /n ;�:n S;; - §�� / . � �J, . . . -l:. /..�, � O :.': ,.. . '. .. - :> � + ��:�. �. . F Y %~ � C 9 �.: � .. � y� . � n � SV< � �;r � J � � � _ �. � � , , u � , - . x � � z ' . �- �� ... ,. .- , ; ,, ;. f �.: ,'', . „ � «: . ��, , , '„ . � � , . � - : : � a., � > 0 s,.ri Y O n e.:2,.',.. , . L O i 1r{f4 _ � � „ � ■ � '�: ) � • 1 C - 1 �. ' '� � , c!) U � . _ Cn P - - - - - � . , � _ _ _ .. - � _ N O �;' Mr (/�� :b � : � . . . . _ _ .. O � ..t� mEV > ... � ". - ... ( . � 5, a� ,., . . _. � . . , �/� , ,,, „ ., .. ., ,. � `�/ .e N1 '�„x qrll _ . s , v , - -' y -, .< <` . .% �� � � �� _ fV -rr 1r � > .,, _� ,,.;; , ° ."_ _„ .. :: " , � ' ,. � � ., ,: .:. ..,z . . . , „ :. „ . . . ,. , „-_. . , - „ ' , ' ,. J W . . � � : ; � s �µ � � � _ .: Q -� -�. , � , � _ _ � . :, _ - ; � � _ _ , , r, ;: �. o . o . � , � . � �. _ � . , . . ; .. � � � �: � S , :_ � �, � � cy �: :, , � � ;. � r , t v � 1 . s;; � g P } ^ „v . :� • \ ... � , .� , , ,_ e.,y.:.,i � .F • : P , ,, , .. ,-. \ ni�l'. .5�.:.'. 9 9 � H ✓ . : , a _ .. �- . ,': , :,t . G.,. N , . V Y �o D3 � 4 ; � � , � . , � , ,r� . �,-,, �.� v >� .� -, ;;,£ y � .,. , r � �.(� ,� � � r", m �; F y F : - � _. :, ,. , �. / . i J A • �''. y.. ", Vl . , . ..o , � . . rY." �' s„ %r G-, :' a N , . .�, _ t . W. , <h z ` '-F,. ,f . .,, . r y � . . ,` O . - : , . � � . ;k �, i ,;� , ';, lL ', , � � , '+ � ., -- � r. , 1 1 "7 ; , ,, E .� °ei . M . f:p• ,.2.:��w .. � 3v.. i ,/S J Gi J ' �� .j. a'S y r , . . ..;<yn' rn � ..� .. Y ' } . � w fi: s'°l , t - � d a. .. .. , r , � - � z , v / '��' s . - 4 . L �r. ` �� .,r61�"' { ry� J. •. . .: � .. . . . < , • I S ,..' a ¢R'x 5., , /' _ s F .o�� 3i t�il � . iPr irs .;f' . .. n� , , � y O O /ir !f Yi< � °rs. e .f ^ 2 3 x. y r . ,.;., �, - , . � , - ; . u �; +.,, � a / ` ;:. .:; . <,, , . � , . ,. r .. . .,.� �. .:�1'� .-,B � :r, i� � �. i ,-a �: . x.,.w . ,u. �, i., " 8 F, ° - .. .:'r. ,r .. '.. � .. -i . . f. O O 3� / e� 3� '�ii`i� 0 �.n i � LX .. f �/� Ti. / �/� f $ f a ji . 5�.. �.: ..: �.. ,Ei .: w.Yo. ' ::, .. i .1 vr ., 1 , " ,_. .. .> .. ,. . Y J µ 1 / .f� . ,i/.. . . �'r�.:° , y.el �.:: . � �.. F � 11 �� c �'.: 4`! . 'Y 1°U ¢ .: � ^� a � � - � � � , Y ,�i_. ,. °.T w ;k�. � . >r< .,�:: 3 m . ,aw°i rs.a n ] � W 2, , A • � ., �. y r ' � Yn 1 � f . 1 /`v Wa � , a .. . . J'A �' � � � // / n Q � . .. -. . ... '. i .: i � L . .� 9 0 .t NM�^ i'.'.. .. � _ . i . .. � 2G . . � .-a.lX . . � . �r .� � � '_) f1 (' � (' 5 F 4 7 Q � ;.. 3�� ✓��. r, ti ar 9 . ;� • k � , E .F. �r,� d p .,; � , , ; , „ , � r � r E � � �;, � , F., , ,,_ � � _ ._ l � .0 � . K ; �-'f �� i . a i � 1� d , h . �r..s�i b..v�, t J. l. v .' s e = t�iz R 4 : : � � �1 3 [ � � w I L �F $ r, , F a'' < � r � .. i!. r.� . r 1�, a, . } � 3 9 . S . _ - �"S ` _ /t� NS "..�+ � �... Sr f ' � q� -� } r ;�,, k. P Y..; 2 Y ^ ) Y J�% (i'y � M! °'�Y /� .. . � � a..it? . � ^.'9 �" . :�Y.. � S,.0 . � . . l ) N' A'� / i � k � i 3 dd '. fha k�• :". t i �S-. . � ° i e , a. zg:;e , � x : : , , , - ,. . „ �. . , , - _ i . , ... , .. . . „r „'. .:. ., „ .<. , ., t. r � f R e . ,; - -„ ., , , - , , .. . . . ,;..:. x , z� � . � % r . sr ., / e r., �,. i , a< , �? . Yti H ,1r!.' ,���. , r ✓ �y (. i . YS! kT f +,"7, t �� e ° n....y... b , n _., _ ..ee'.: __ ' -f ,cn:- " ` _ "' � ,. z o , - e , . �. „' - ,; . ;,. s c, .y ..,, . ., , , , ,x . t: �. / , „ - ' . , r, �'. � ,. , . . , a, , � y;._ ., ,:., x x,. , , . ... . . . , �' r . • - �. , � ; i4„ eF t r::: . , . ;-�, r � . . .,�. ,. . �..y . � ,... . � � a..,.�.. ., �•, � ' . , ,., , «. , ., ... , , , , .'. � .. . I l 9 i F°6v. � p:... .,. a;" i:� f .� y�'. � n i c < s�' a < i.., ,��.i. � e3 . v�-¢ . G. b / .: / 99' 3' _ . �, , >. , , � , ; �.,; , „ ; _ .. , �.2 >. >_ ar ., � ;:, T . , � ,, , , ' .: , ,,, , .. <: , � . �,. .. _. ._ . , . d.,, . , ,° ,., ., � , , � � „ , � � . . �,� ,�, u s � .r ,.-�" ;. �, . ,•;, ..;, w � �. z:, � . �. � _. , , ,, . _ �. , �, , , . � , SL �..s � I (� � . ,-� � -. � F � _ r 3 ^t e. � o. .:; �, � . .,,,, -- ,,. ,: ... ,. , . �,. ._,: , ,,; . , . „, , , �, ,• . , „ .. , , . , � ,,. s � „n i , . 8�" V ii . " « , . „_ . , > ':, r .. ...,., .. � ' > .:, � . . , . . r ... - ab ,Y . : ,�� ., ,r, �C- . .�;,? .:;._ .. . , , ... .,,., , .,. ..° ,:, e. , �, .v . �. � „^ '.». , ,;: .,, - N z �<, ;� . r. .� .. ; , , ,.�... Y < ; / . x . . _ _ .< . „ ., , ... . . : �.: . - . . :_ ,.,. .. 5. ; r° .,, , . - , w ... ,. .�� ,.: • � ........ . .. .. . • �.::, � � . 3^ ) - 4 �:. � L�'� .. 4 . � S � f AA � ' � 5 S' � S . � i`� ? ✓� d �'.i °ih R.. 1... /.. 1 � �� . 'S .. . ` . .. ..- a; 6 .<. .artb l i 2 %; � � , t °1`" r ' y.; . ,W .,�. ., ;; ... :,. -. ,.. :,.: o a - ,.,_ . . _ , , :r , _. . c ?�,. k.,. � r"k � J a G 4J 4 °4 y'i Y. ' C ! .�+. ! . ! '" . �t .�.r Av� .;. a. ^ � F .. `5 . �'. :P - F . ...2.. .. T� �.:..wY. � , < ,. v _ . ' .• x : C i { � 1 . . l - t / ; I �• ''. Q ry£ . `;';,� 00 „ PL r �,. _�-, , ,w.s , -s; ,, ; , ;. � s , ,:: 44 at . ; . _.- �. . , , . .: ,,. :` ' �;... �C , . -, ', ,.,: ` >; ; „ �t �[ �[ � �t �l jt , � �,. O _. � �t '': �` ,L1r O �-, �[ �t �e �t �L � �, <:. ::� .. , ,, , ��„ „ , w - .� , ., � �L .., , . �t :�,� at ��. _., � " ,a �i.�.CS s.��r, „ �t�� - r;.<� .,. ; , . tQ �ir �„ , , ,, '� '��� � � u� y ?S- 00 . F'L� • ,., ,� ,. ,o ,.. . � O � ' ;;�o �a �o ,«fi � u� 'u� ; � , . .r� . ..: •, ... " � .� .r , j', � ' .✓ " ..ctia . � . "'. �.M.al.S ........ >�p-. O O ' � ,,, �n u'� u� C7 .,' �5 0 ° � (�� � �.,. . �, �, , �� , :; < M a t�' ��, � '�r ,��° cv , , �,, „�, _ � . ps ��,is . s9 K/ i.: . �� .... ,. . m .. ;� r, ;t'+4 t'V ➢ N N ` N :. , . . ,. , �* �f} « x 1V vl'� T,, . , r , �, ,.. -- �; "-; ' " �+D -,w.. U-,,,`, , . '-; , . . 'V' , . .,�Y , r^�;r , . 'S1' ,. ., IC7 , ,. : �O <:, �U ,.,.� �-- ': , ., :zLi` a , .,�, : µ.,�:. : �13 ` 'ttI :">I � � �D �,,� . . , t� . N �,. ..� . . c!' �,. , �, , 1'�1 , ., , . ,. , , > - :, , . N �>,. , � , ,,;., . . , , . ,.. , :,, l,.rv,.� , ,;,� ' w s� ,, , ;..; r,,,�. .�.`. " .... �,.. _ ,<; , ._ N . «. c, :>., ,, R - - - - - - � � y � c� SY. �J ♦ � 4� {� ♦ °5 '; ° .h":: :'3 i�n:$".nuf S'< f Y: �S•. oyi ,� .v➢ . i.- . . . .y _ .�. e. r +� � ` F.:. x li'.:,i x ° � � � %s" .'� „ �; �,. , ��. -, c � � s:�. i.., �a .z . „ s � <:. «W ;�L. . . .... ... , Y � f ��C � �t �. . �t �: � , � . , , _ , >,�, . ,. , st .. � . . _; . 00'. � ":E Pl. st v . � ,, , ,,.. F:< z;,: r ,;,s <r;� �j , �.;., ., � T.. . . , ..,.�� ,. •, s, � ,: . �, ., �, . ,,.- � d , �.1L � `r . .. t(7i ,.,. < � , O ��.� � , , , , ,,, . , .. , ,,, :.,. . , 3 , .::3',.4, ., , . , 'e'�. ✓�., w . � , .-.,,.,. , ' :. r „ e,4... ,,. , a,,,';: ,,.., L° ., .. ,, . :�, . :., � � V � � � O._:; .- Q 0 0 Q � ._� ; � Q � � , k�C n,tf') +D � �Q � ;: _ ,-:, � ,,. �„ . „�� � , , , s . _ . � ; � . a : r . �.y s � �� .� LEVEL 1 'tt'.,, t� �. > u� , �� c� , a c� ,. u° t*� O d.tv u� cv O : �<cv �r .e N O� y�� .A 'Y` � �- � � � °sa' �,:`A ."IA �('� . �_. ,. . ,,, , , , „ �., O" CQ < �; "', CQ 4, .... >,m ,r� c� .:.' .- s � / s , . ,� , - �' . " ),. � w�w ,:� N Y � e.X , , ,; ' .;.' ... ' a . � �'.:� \ Y) l r� �4! � S. • . s e. � ' Y C � 5 � �,,.. �.,, �' y . j ^ r i .. �d t' � s . v .�� /� ' N..`n _ � ¢; , .. . . , ,, -� �" . y; � : ,. � . �,.i .":_/ ", ."; ..n}>� . k. .9 9 f Of v 'rt ' - ,: ' : � . v, a ,.; . � ' ' �y+ , . ,,,.. , . -., -...._ , -., , ,''i . . .,, � 'i,. , ,, .:... y . :-.r -.,. . .. . . e. ... �ti . .. s i..'. ^.¢. . '.� . . ... . � n..r:. .A . ..... .. ...'o�` z ...:c .:... .. .z., i ^aa . p , � 4Ni��'' %a:• . k 1 '?. �,.. , a i „` V=: YI rw .�:. � �; "'�' ' N � <. F y _� �O 3 -�z' r <e . 4F 3 s � 4 . v. ik `�� f . � .> e S ' �x .,G;��• � ( 'O a£.. � ..;" ,,. , .., ,, , ., i... : > .� ' , a �,t �� . ', ., . �. � .- ; r r" ' N � 4 f � . � / r ! E � NLARGED LAB PLAN � s S . H , _ _ , � , s r.. .r.. ; � _ . . , , . u ,. � .- � . � � ,a , , . �-� d �- _ r , „ (T , r,. � , ,_ . ,, _ �,... � ,_�- � y e ■ _ �,.; a '�I' -� t r�•;'� � s, �'.� , .. X rr � � � ..v::; f.,� - r ; y u } {j' ,. . ,,. ; ,� .,> , ... .,. � � _ .: i'; . - . . �-.. � ..�, �t'=>,- , . .- 4 =5 ,:. . , , y ^; N - - - - ,.. . . -r, ;':, �. .; � � ; x,�„ .¢�.. , :� -� ...;,, , . .. , . _ µ _ ��s� - �. :v n �,. ,� �,,,. rr. ��. S �^ r . :,, . . , r;_ , ,�.. -� . - : , , ,.< = F , � , �,� ,.. , u � m z _ � � R � wE�. , , . � �- �y .�-. ., AREA #2 k � .. r � . ii`6.. J �S" . . . _ ..m.r . ..1 . . , ... .. ., x .,., _ s. :¢.. , n.......e i' ' Myr a% • A� " � '= y '�1 . .. ' ..., }� ' ° a �.. • 3 ... i� ,. .«f'. Q , 4 " .:_ .._' a_ . ., y , .e . . ''. � : a :a:v.� ,. . ' .. �.i.. w, � ':. ,ze :' . � ` .-. o v,.. (v( v c- f.. vEr ..SN4�/. . J. .: "k. Y\ ti v :° a, ,= � ' tp a �'� , u _ �" , : „ _. , ._, UJ ; . ,.. . . , , . , , ; ,, _ s _ , G ` . d nW' . ,.:: :: ,.: _e _. [:�. � '.:. t . ) .,r.. ..� . � , ,. ' . r� �, ..�.. :. .. 5.,�, r � a ,. . -. , , <, x ..: ., '�:, .�..:r _ u.. . ;. ; , . ; � .. ,;,, ., „ , z . >«...... _ . :a . �, s;, . . .t.. . ., ., . ,! , ., � -�'� N U} .. , � ed`- L r - ';s, � �` Q� . X � a ; . < .,, , , ,. , , �, . , . .. , . .. ,. ,. . . -. ±.,, , � ;. .,.. - :;-•. _, :^. , • � „ . C/� � . e . .� f y '�"�. ' .. -7� ��,'. ... , '. , .,, ',.>r' , . .._.a _ ,,, , ,,, � -J. X "' , ,: ,. - - , , , , . , < , - > „ , . �, �, � � „ . , , . ,: . , � .: _ z � >.;, � X ' '.. , -. r-.� ;; y� ; aao- ;.. � ,% � . F ',. ;;, . � .. :, ° °'�"� �..:. :.`�: j' � - �. � � � X : ; /V -, � , � A . . : /, ._. , .. . , ., n 'S s d . • i . "' . # . ; . . � ...i . R. �,.. .. .i :I: � 1S . r. a:. � _ N X X �C � � . .�, " � :. X �. 'X X X - X X X � .. �^ . � = 3 -- : N °,. � RE• 51 .06 FOR �n �n � �ta - �,c� . � � .. �n �n u'� �n ; - .; � : ' � BX ��J � :;"„ ' "�. � X X� � Z,� ' X � Ki ' X ", � X � � �. r� - .l �' • �- .. i` ,.. � i . w � 1 . � . EDGE OF SLAB ; r. . r. � ;, ' r�, n=` n � � ; r.. ;.;;, l �,,, ",, � r,,, ; ,,.. ; .`. . 'k � . ,.. �cr ��19„~�4 } y .,;, d� ; GOORDINATE � u� ;, tn :°: +tn tn= ! tn tn ; , tn ;';, tn „ , tn tn is' tr' a �t , ; 4 -1 �/ � PLOTTED MAR ° i� POINTS x �n � cn c� tn , tn tn tn ,,, +n �n t� � � � � � w = S � ,. � _ = w S � S , S , ., = ti, �- {-.- , �a � � � �' ; , r �` �� � � �r v V-- ,,.; . CHKD BY JRB u, x � ' s ' � , . < kt,:, �=�.,. ; �r .�r "� ``, ;� 1(V18 �,.35 D3 � . ,. ;. . , ,A.� Q (!) r '" ,y'; q� �q � " x � V' X {4q�-4�� 'n COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � u) , �� :� �. , x j N t*i �c �Y I � _ �..r � fi N °fi. � � .,r � � . �, N R �,. E� S1 .06 ,.� - . ,, F . �j � � > ,f . �f 2 3 SHEET NUMBER � ��. .:; 4 +•n;w t �� '�� L �� " ri � < o �,,r a �j . FOR EDGE a;t- � F�: ^� � � P , �, � . ��, -t- ,; 2 , ,;� , P , A J � .• OF SL B ¢ - - - - � ^ ;;x � � � s . t � »,� _ ;� , " (x '��6: GOORDINATE � � T '��; x5x � �' � � 99`��4�_ � POINTS � o ATCHLINE 52.09A o ,� ;,;. . ,, ' � , � _ „ � �. z ' � � � � � � � r�r irr�r� " rr �i �r tr� � � � . - . , , . ,_ _ _. _ � ,.. .__ . . r� �r�rr� oATCHLINE 52.08A �: ,. ., � �_� � � ` , - ,,r , . . „ � -- -• , � � 5 ■ � " 24 W24 N D . P .A. PROJECT # 06232 .00 � � SCI PROJECT # 04- 187 � � 0 � � - � I 2 3 4 5 6 7 8 9 10 OVERALL GRID TO GRID 24'-8' 10'-3' 7'-11Ya 18'-9' 11 '-73/a 6'-O' 5'-5' 10'-4' 21'-43/a 19'-1Ys 27'-5Ya � � • ' � QrChlt tS � � Q o � � � � � � � � � � � oc o ' > oc _ O c9 ` A � � � � � ' s • Y i V T�� / • i f '� \ f t � ] .l • ) • I • �} • / • ." a .\ � � n f / : y • � • ` i ` i i �;. �� � � �� ' � ' � � / � ^ Y• � � Y ! )J t ' Z� ^ �T ; � ♦ • s T • ; • h� � 1 ♦ J � T ♦ v f , � ♦ y • � ;� � ' • ' 2301 BLAKE ST , STE #100 . ` I i I I I I I I . I I I I I I I I I I ' I i I I I I i I I I I ► I I ;, I I I I I I I I 'I I I I I I I I DENVER, COLORADO 80205 I I I I � I I I I � I I I I I I I I � I I I I � I i a l I I ► I I I I ' I I 'i� I I I I I I I I � • I I M I I I I d�i � ' I I 303 861 8555 F 303 861 .3027 I I I I I I I I I I I I I I I I I I I I I I i I I i I I I I I -• I I I I I i I I " ; I I I I I I � � I I 0225 MAIN STREET UNIT C101 ; ' ' ' ' ' ' ' ' I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I : I I I i I I � I I EDWARDS, COLO�DO 81632 , ;, i I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I �, I I I i I I I I 970.926 8960 F.970 926 8961 � , = II II il II II II II I il II II II , II II II il ' II I II ITj II �o II II II II II II II I II II II II : II il II II " ii I II I�C 11 ii ii ii ii ti ii ii i ii ii ii ii ; ii ii ii ii .' i � i ii i� , t � ii ii � ii iii i i i � ' � � � Q II II II II � � � w ,1 I I I I I I I I • , � ( I I ' 3 ' } I I I I I I ' � t� I � I I B - - - - - ' - - - - , - - � � ( � � I � � � � � � � � � � � ) , ' � � � � � � � � � � � � 1 � � � � � � � � � � I 1 I I I � � � � � � � ' � 11 II 11 II II II �' � � � , � ;. � t • , `,' I . , � _�{ Structural • ' � i � i i i i i c - - - - - � � � � - - - - - - - - _ - Consultants :: „ „ Incorporated "� � � � � ' � 3400 E. Bayaud Avenue #300 � Denver, Colorado 80209 (3�31 399- 5154 FAX (303) 333- 9501 Email InfoC�Dsci—denver. com � I I I I i � � i i � � � SCI Job Number: 04- 187 � II II � II II ISSUE/REVISION DATE NO. ii ii � i` ' � CCD #15 18FE608 � � CCD #24 23APR08 � � ^ � � CONSTRUCTION DOCUMENTS OSAUG08 £• II II � � I II ' II II II I � ' II II � II I II � II II � II II II II II � I � II II I II II II , _, II II � I II II II II I � II II II I il II II > II II II II II I � II II I II II � II I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TOV UPDATE SET 10SEP08 �^ . � II II � I il 11 II II I � II II II I II II II II II II II II I � II II I II II � II . � � II II � I II II II ii I � II II II I II II II II II II II II I � II il I II II il �• II II � I II II II II I � II II II I II II II � II II II II II I � II II I II II II II II I II II II II I II II II I II II II � II II II II II I II II I II II II E - - - - - •, - - - - - . - - , . '=� +• • f. � � , � � � � � � � ( � � � � � � � � � � � � � � � � � � � � � ( � � � � � � � � ) � � � � � � � � � � � � � � � � ( � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � •� ii ii � I II II II II II II II � � II II II II II II II II II II II II II II � 1 F - - - - - 4- N .� I -I �- = - �- - - - - LEVEL ENLAf�GED � � � � � � � � � � � � � � � � � � � � � : � � � � � � � � � � � � � � � � � � � � � � . ► � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � PENET � ATION PLAN AREA 2 � :- , ► � � � � � � � � � � � � � � � � � � �� � � � � � � � � � � � � � � ,� � � � � � � � � � � � � � � � ja'=1 '-p' '� '. � i ii ii ii ii ii i � ii � � ii � i ii ii ii ii ii ii ii ii ii ii ii ii ii ii NOTES• G - - - - - '• 'ri—N- - - - - - - - - - - - Pp0 REGIST 1 . RE� 52.09 FOR ADDITIONAL PLAN NOTES. `. I I I I �Q:'` ROYg'•F9F ' 0:• Q� '�q •. O 2. RE• S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. ^ � I I I I c:� o �-9•: �; : ' Q . � ( � � � I I 1 1 � I 1 '. : Q " I I I I A9p . .•���'� N - - - - - ' - - - - - - - - - - - ' ' ' ' � SSION A�`� . , I I I I � � � � 4�1 - JO .-c� � II II . II II II II II II � II II � „ „ II II � � � � � II II � � ; , ' II II � II II � 4 �, ^O, — I I — — I I \ . � I I I I I I I I � I ' � • I I I I I I I I I I I I i � I � � � � � � � � � � ` • • , ' ' , ' � ' �: ' � il II � I I � ' ll I 'I II � ' � ' ' , : �' II II I I II II II � J - - - - - r _ II II I I - - - II II II - � - - o - - - - ' � I � •. � '�� I I I I I I I I I I I I ; ,. o 0 K �' _ - - - - - , - - - - I I I I I I I I I I ) ' t , , • ,' ' }, • I I I � � �i I I I I I I I I I I I I I I I ' I I � � � — — � � � I I I I I I I I I ' ' I I I ( � I I I ' t) I I I I I I I I I I I I I I I ' ' � I I � � � � � � � � � � � � � � � � ,' ! • � � � ) � � � � � � � � � � � � � � � � � � � m ^. Q E E E II II I II II ' I II II '� II II � ,, II I I ) II II II II II " � p = _ _ _ _ _ _ _ ' II II I II II il II II ' II II ` II I II II il II II II II J b I I I I I I I I I i I I I I I `�,' �• I I I I I I I I I I I I I I I I I I I I 1 W � - - - - - - - - ` ' II II I II II II II II •ti •� II 11 �: II I II II II II II II II �/ - - - - - - - - •, '� e - - - - - - - - - - - - - - - - - - - - - - - - ,! �� ; � ' � . > I` LL L , - - - - - - - - - - - 3�-°� _ _ �4 - - - - - - - � � w � - - - - - - - - � ° ' 1 '-6' � � Z m � ' • a- �, . G G G G � Q � •,o - - - - - - - - i `: '� - - - - M � E � F ', iF K/ M - - - - - - - - - — - - - - - � � O : p �� O — �= E E M E ` '- 1 � � � — — — - - — — — ? E (14Yz' (14%z') (133/a ') 13') (12%a') `•, � O Q � i - - - - - - - - r N H H A N A A A A A A � Q `O • � ~N � � � . N _ _ - - - - - - _ - - ' � - _ � _ . , , . � , : � _ _ _ - _ - - _ - _ Q � - - - - - - - - .N Q � - .�: 0 � 0 � J w o w E M A A A H A H H A A H A H H A A ' � - - - - - - - - - - - - - ^ � —� � Q o 0 U � E � E E E M p i � � - - — � � - E `° F 2'-5Y2' � � � � v + � � P - - - - - � - - - - - - - - - Q " � . t , ' J � i i �� � W — � /� -� N 12'-2Ya 9Ya � V J . � ' � � � � E E E E E � � � � � � � � � A A A H A A A H H H A A A A A A H J � � - - - Qj m � - - - - - - - O N � ' .�, '- � A A A N A A A A E v E E N A � � - - - - - - - - - � v � � 2�_zYa av � m �O � t0 � , 1 ^ i f F � 1 1 j � F iE — — - _ (� - - - - - - - � - - - - - - - - ' .. , � , _ ' $ � a � e- - �, � 4'-1 OYa `�'a � N � k " ? � � � H A A N A A A N A "�n A A N A A A N I-I N A A A A A A N ' A ; - _ �„�� _� � � �v . � _ - - - - - - - - - - - - - - - - � �N 1 1 1 1 I � � � � � � Qp Q N � °° R - - � . � 5�-8�8 93r8 LEVEL 1 ENLARGED � � 4•-� oYB . m �� � � , F � , F � f � � PENETRATION PLAN N s - - - - - - - - - - - - � AREA #2 � o I � '.� - � �i i E � r � A A A A A A� N {-I �O I-1 I-I N N {-I I-I N A � - - - - - - - - - - - - - - - o . 1 1 I i ! � i PLOTTED MAR � 0 w ^ � CHK'D BY JRB v, E E E E E A w ¢ - - COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � j '� 7�-7�/g � r'J�-8 g �I /g 4�-7Y2 rJ" '-7' 7�2� � 2 3 4 SHEET NUMBER � i -N 1 � i � i m F � F i i n > T - - - - - - - - - - - o ATCHLINE 52.09B � Z - . . � . . � . . . .� . _ _ � . . . . _ _. _ : _ : _ ! . ■ o ATCNLINE 52.08B e . - -�— �- � � � � � � � o F � H a A A ^ � D . P .A. PROJECT # 06232 . 00 � ' SCI PROJECT # 04- 187 N � O � V � . , i0 n �2 �3 �4 I5 16 n �8 �9 20 2� 437'-8' OVERALL 27'-5Ya 8'-10�/a 18'-3Ya 24'- 4Ya 23'-11X-�' 18'-11Ya 5'-5Ya 13'-7�/a' 13'-6Y8 5'-6�/s 21 '-10' GRID TO GRID � 21 '-10' 4'-4Y4 14'-83/a 19'-1 ' 18'-113/a 23'-11Y2' 18'-11Ys 4'-4Y4 13'-7�/a 14'-83/4 4'-4Ya 21 '-10' � GOLUMNS � . � , A ',,,� � ,� L �c 0 � Z � i 413'-O' i � �-��e i EDGE OF P/C WALL PANELS J QO J � 28'-O' � 28'-O� � 28'-O' � 28'-O' � 28'-O' � � � 28'-O' � � 28'-O' � � COUNTERFORTS � O �L TE TO TRANSFER � � . ' � � u _O DS TO PRECAST BEAM I 4 16 I PROVIDE FL T PLATE TO TRANSFE � � OU TERFORT WALL � I � I 5.00 � � S5.01 � � SOIL PRESS RE LOADS TO � _ = C ST SUPPLIER I i � � f ' ( 'I ' � ( G RDER RFB PR CAST NSU PLIERST i � ` � • r r � f , � • . �" ' . t � . $ ) . � '� � '� � ?� � � � t� � • `� i� �" a . / ` " ° 1 �a ` �a� ' , f � t � . >�' * r. • i . t a � � ^ � i � • � ♦ � , n A •� � f 'i ! q ♦ ) • 4 . 4 i �� � r � 1 • y � i � 3 . �� � � ♦ y. � w I ' i ! � • a � i i ` ) • �� � '� • r . � 3 V • � � .r • .� � i y }• \ � Y � ` � ' � ' ' ' ' " � � • ' • - • ' • • • ` 2301 BLAKE ST , STE #100 I I I I I I I I ' I i � I I I I I I ' I I I I I i I I 1 I ' I i I I I I I I I I I I I I I I � � �I I I I I I I I I I I I I I I I I I I I I I � + I ' �� � I I I I ` I I I I DENVER, COLOFt,4D0 80205 M I I I Id�i � ' I I I I >i� I 1 I I � I I I I � I I I I I I I + I I � I I I I I I I I I I I >r I I I I I I I I I I •r I I I I i I I I � I I 'a, I I I I I I I I I I I I I I I i t "� ' I I I I I I I I 303.861 8555 F 303 .861 .3027 T '' qq�_q3,�= I � � I I I I � I i � I I I I I I , I I I I I I I I I 1 I f I I I I I I i I I I I I I I I I I I I I I I I { I i I I I I I I I I I I I � I I I I I I I I I 0225 MAIN STREET UNIT C101 I I I I I � ' I I I I I I I I I I I I � I I I I i i ' I I I I I I '�„ I I i I I Qj I I I I I � I I I I I I I I I 7' I I I I I I I I I I I I I I .� � I I I I I I I I EDWARDS, COLOR�4D0 81632 � I I I 2 I � I I I I , I I I I I I I I I I I I I I I � I I I I i i ( I I I I I I I I i I I I I I I I • I i I I I I I I I I . I i I I I I I I I I I I I I I , Z � I I I I I I I I 970 926 8960 F 970 926 8961 I I I 0 IZ I I I I � , I I I I I I I I � I I I I � I I I I i I , I I I I I I � I I I I I I I I I I ,� I I I I I I I I I •� I I I I I I I I I I I I I ' I � J I I I I I I I I -� I il I �C II il II I II II II III II II II 11 II II II I II II II II I II II II II II II II II IIII II II I ' S II II II II i ii ilJ ii ii �` I ii ii ii ii ii ii '? � i ii ii ii ii ii t i ii ii ii ii i t ii ii ii i ii � ii ii i � iiii ii i i z � U ii ii ii ii Q � �• i � � � R6� SNEAR WALL � f, � ,_O. � >�• � 17 v Q � � 4 I I i i ;� R E EVATION AND i ' i � i i � � Q � I L ADING DIAGRAM Q � I � 5�� i' , . 2 i � i ' S�06 1 15 i i 8�-� � 3�4 , D = 9q -5 Qi � Q �� � 5 12 ��. 't I I r, i: �r 5.0 I I 7 B - - - - - - - - - - - 0 ` - _ � 1 � I I I I I I 13 - - - - I � , � � , � II � I I � � I � i i i I � I 5.00 � � 25 � � . � � � ' , � 5. O � � . � � � � � ' � i i 5' I � � � � � a � o � o ;o I I I I 8 -6 lODT32 I I I I I I Q 1 '-2' 1 '-6' 1 '-O' 1 '-6' II II 2 '- 1 '-6' ' 10'-O' � g•-6' ' ._p.8.- � ' 10'-O � 8'-6' 1 '-O' 8'-6 � �-6� 4'-8Ya 9'-5' 1 O' 10'-O' 8'-5' 8'-5' S'-qY8 � �-6• 6'-OYi 6'-tYs 5'-11 ' �5'-8Yi I I 8'-83/a I I '-6' 8'-OYa 2 10DT32 tODT32 tOD 3 tODT3 10DT32 10DT 2 ST32 lODT32 tODT32 10DT32 tODT32 ST32 T32 10DT32 10DT32 10DT32 1ODT32 10DT32 � 10DT32 � S t r u c t u r a I _ _ - I _ _ - _ _ _ _ _ _ - 1 '-113/a ST32 C o n s u I t a n t s t � i i � 2'-9�/s 5'�32 � i � i 2' � 8°/s ST32 � '-6. i i i i i i i i ' - - , - � � ' ' � ' ► � � � � � � � ' Incor orated ) � I „ „ „ „ „ „ „ „ TYP. AT „ � � � � � � � I I I I I I I I � I � I I I I I I II I I I I I I I I II 'n (SLOPES W (SLOPES UP) PRECAST � 7 ( (SLOPES DOWN) 3400 E. Bayaud Avenue #300 i c9 DRAG I I I � � I I I ► I I � 7 I I I i Denver. Colorado 80209 I I I I I I I I I I I I I I LL BEAM ��'� 3 � I I I I I I I I I I I Sg,p� I I � (303) 399- 5154, FAX (303) 333- 9501 ( I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I Emad Infoc�sci-denver com � � � � i I I I 18 i I I G I I I I 5��� � i � a i I I I i 18 I I C I I I I I I P�-22 I I i � � SCI Job Number: 04- 187 ' I I I I 5. S3.0 I I i i I I I 5.0 I 3.0 � I I I I I I I I I I I i l I i ( I I I I I I I I . I 13 ISSUE/REVISION DATE NO. � � � I I I I I I � I ( I I � � P��'6 � � � 5 00 5.0 I I I I I I I I I 5 � I I , , . • •� , , . , . i i � i i � � � � � TYP. SIM. :; °� ` � • ' " 3 ' • ' � ' • ° ' � ' ` . I � CDPERMITSET 010CT07 . . . , 3 S I M G-6 �'> 3�- 2� �-6� � � » � STRUCTURAL CDS 01NOV07 � r - - - - . - - - - - � _ 5.00 � - I I I I I I I I I i I I :}' 21 _ � `� 3 -4 ys •; 12 E •� ' ELEVA � • . i 3 TOV RESPONSE 12DEC07 ' � . ' , . ' � 5.�10 I I I I I I I I I I I I I I I I � `, I I I I I I I I I I I I I Qi L4x4xy4 5.00 � DIVIDER B � DT = 9q'-5' I I � I I I I I I , . � I I I I I I I I I I I I I I I I I DECK I 23 DESIG E A � � i I i I I I I I I I I I I I I . I I � I B I 17 i x 4 x ja 4� ' I I I I I I I I I I I I I I I I SUPPORT 0 r 5.0 EGTION FOR " I I I I I I I I I I I I I I CCD #10 24.1AN08 Q �' T = 99'-93/a' 15 S3.0 � 5, = D CK SU ORT � w � _ + �, � � I I I I I I I I I I I I I I I I 24 I I I I I 4'PLACES 10KIPS ' � I I I I � ' 4 LACE , _ � D B 6•_� s� "•� _ N = 5KIP5 TAIR 15 TOV RESPONSE 11FEB08 I I I 5'� I I I ' " ' ' _ I I I I I I I S5.01 I I I I I a . _ , qY STAI � I � I I I I I Q I I I ��-OYzj ` ` � ` � �' � " �_;'� `;`• o . � 3.0 I I a I I I , I I I I I I I I I 3.0 . ' • `. ' " ' � , j` . , : ' , . , UPPLIE� I I 55.01 I I I I 3 I I I I I I I I I I I •, HSS6 x 3/s . . -m � I I I I 'O I I I I I I I I I � ' 'o o E� ARC I I I I I I I I CCD #15 18FEB08 Q E '�.• ' --� ' - - � � » ,.• � a. .. �, ' - -�- - - - DIVIDER � , , - m �- � ' + ' � , , � �_�- . Y � � CCD #24 23APR08 Q p I I I I TAIR F BEAM � -o s , , I i i � I I I I I I I I I I I I I I I I F T PLA � , 4 • • � -o , • . I � I I I I I I I I I I I I I I �Y STA I I� I 2'-5' 3'- 5'-4' ' 2'-5' 2 '6 4'-O i5 � � FLAT PLATE E H 51 DE � , 4 -O ': ' 2'-5' 3 - '-6' 2 -5 • ' 6•_ �i • Q � •N , • i I I I I I I I I I I I I I I I I oF1 IWALL �,fi I I I I I I I I I I CCD #32 1a.1UN08 �' ?' I I I I I UPPLIE� � � � � � �_ � , EACH SIDE I I I I I I I I I I I I I I I �l� I I `� � 6� 2 -6 6 N I NG � 5�- ` ' E• ARC oF WALL AT I i I I I I I I I I I I F � - - ' ' � ' ` ` h ' ' ' � � '' NGS - -� - - - • '` ' �� ' • '� � '` '� ;• ' � �� .� _ CONSTRUCTION DOCUMENTS 08AUG08 I II II II � II , II II il II II PG-3411 , II „ II II II II II II � I II II 13 I G-34 II bll II � II II II II II II . I I I I i I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I 5.0 I i I I I I I I '�I I I I I I I I I I I I I I I I TOV UPDATE SET 10SEP08 � I � II II II II s � 4 18� 20 1q 1 II II II il � II II II II I � II II II M � t8 ' � q 4 20 I � g � ' II II II II II � II `o i ii ii ii ii � ii 5.0 5. O � 5.01 � � S5.01 55.�1 i ii ii ii ii i � ii ii ii i ii ii ii � i ii ii ii ii ii ii � 5.01 S5.01 S5.0 S5.01 � 5.0 G _ _ � � � � � �� � � � � _ _ _ _ � � _ � � � _ _ _ _ INFORGED i � I I DT = 99 �5 I I I I � � � , m , I I � I I I I I I I I I � �p,DO RfG j ONCRETE � I I A` , • I � �T - qq -2 ",� �.� • ' s� � � � 53.� a � � � � � � � � : �� . . . . . • • -9,P � •� I i i i i i � � i i I � 1 I I I I ,03 � � RE� COREWALL I VO�••QN ROYe •.F9 S5.0 , ELEVATIONS �; ( i � i i DT = W -2 i � ° �: � i 10'-O' 10'-O' 10'- ' i 10'-O' 10'- " 1A'-O' � '-6' 7'-N 2' 10'-O' i 10'-O' 10'-O' � 10'-O' `i�-73�4 1 '-6' i 8''1 ai 1 '-O' i 10'-O' 10'- ' 5'-83/a 5'-25/a 10'-O' �4'- : : H lODT32 tODT32 i 10D�3 lOD 32 � _ IODT 2 _ 1 DT32 i lODT32 _ 10DT32 _ lODT32 _ 10DT32 _ 10DT32 _ lODT32 lODT3 _ 10 T32 10DT32 � 10 T�32 _ ST32 ST32 lODT32 T 90�;.� �;'�4.Q � _ Fs . . . . . •�G�� DT - 99'-9- ONAL E LEVEL 1 ENLARGED PLAN AREA 3 �8-=� �-o- � ' ' � ' ' °� � ` ° _ ° � � I I I I I i NOTES� i i 1 . BOXED NOTES �k INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. Q .� r I I � � I � I � 4 i I i (SLOPES OWN) � I � , 2 i � � i 7'-1 ' i 2. TOP OF SLAB ELEVATION - 99'-9', UNLESS NOTED THUS� �x�-�� , RE� S2.lOA FOR ADDITIONAL SLAB � INFORMATI ON. Q O I I I I I � I 12 3. TOP OF STEEL BEAM ELEVATION = 98'-9" UNLESS NOTED TNUS� (XXX'-XX'). i i 2 ' � 5.00 � � 4 . TOP OF SLOPING STEEL BEAM ELEVATION NOTED TNUS� T X�_�• . T.OS INDICATED IS THE PROJECTED T.O.S. I I AT THE �. OF THE SUPPORTING BEAM, W A L L O R C O L U M N. S L O P E T O P O F S T E E L B E T W E E N E L E V A T I O N S N O T E D I � � .-4 I � � ON PLAN. ' + � i i WALL BARRIER F � � � � � IER WALL FRAMING I I I I FRAMING RE� 8/ 610 I 5 <X'> INDICATES CAMBER OF STEEL BEAM 8/S6,10 AND ARCN i � AND ARCN. FOR pT = q�• • i 6 PROVIDE 3/a " � x4' H.A.S , FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS� [XX] WHICH INDICATES TOTAL LAYOUT OF WALL _ i _ _ _ _ i _ _ _ _ LAYOUT OF WA L NUMBER OF STUDS. EC�UALLY SPACE N A S ALONG BEAM UNLESS NOTED OTNERWISE. J � o o a o 0 o a a a o 0 0 o a a 7. 11NDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SNEET S100 FOR STEEL -m i � � � � DECK SCHEDULE, AND ATTACNMENT OF DECK TO STEEL FRAMING. K - - �- �-� � � -� - - i � � i _ _ �i .� _ II II II II II II � II II II II II II II II II II II T II II II II II II II II II � II II II II II II II II II - 8 AT BEAMS BETWEEN SLOPING GIRDERS, MATCI-I T.OS OF TNE SUPPORTING GIRDERS. S 10 I SI T.ow, I � � I � � � � � � � � � II � � � � i � � � � � � � � II � � � II � � � � � � II � � � � II � I � � � � IDT = 99'-9' � � � � � � � I � � � � ) II r , q T.O PRECAST WALL PANELS ELEVATION NOTED TI-IUS . �x_xx• . , � � � � � � � i � i i � 20 � � � � � i v II II II II II II I II I I II II I II II II II II II II II II II � II I II II II II I II II II II II II � DT = 99'-5' DT = 99'-2' 5.00 � 10 RE� SHEET S1 .00A FOR STEEL BEAM CONNECTION SCI-�EDULE, SHEET S1 ,00 FOR STEEL CONNECTION MATRIX m I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I 1� I I I I I I ( I 5 I I I I I I I I I I i I I I I l I ( 1 � q I I J AND PLAN NOTES ON SNEET S2 OSA FOR CONNEGTION TYPE DESIGNATIONS i i . S. J O II II II II II I II II II 11 II II II � II II II il II 1 II II II II I II II t4 I II II II II I II 11 . ►"-� INDIGATES A MOMENT CONNECTION, RE 1 , 2, AND 3/S6.00. I I I I , I I I I I I � 3 , I I I I I I I I I IT• •5• I I I f��-� 3�4� I I I I I I � I I Q 1 I I I � I I I ( I I I I I I I I I 5.00 � � I I I I I I I I I I I 5�� I I W 12. RE� 53.00, S3.01 , S302, S3,03, AND 53.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY I I I I 'O I I I I I I I1� �a i I I I I ( I � I I I � 7�-� 3/41 I ( I I I I I I I I I `O I I � I I I I I I I I I I I i I I I I I I I I I I I i I I I I I I I I I I I I � n% PRECAST SUPPLIER. L , _ _ _ _ _ _ _ _ _ ,, , _ _ _ _ _ _ _ > L.L 13. 'SC" INDICATES BOLTED CONNEGTION AT STEEL BEAM TO BE SLIP CRITIGAL. � ' � � w T.O W. �/ � 14. COORDINATE SIZE AND LOCATION OF FLOOR DEGK OR PRECAST WALL PANEL PENETRATIONS FOR MECHANIGAL ,� .O.S. � 6• T.O.S. T.O.S. T.O.S. i LL � DUCTWORK WITN ARCHITECT, MECHANIGAL ENGINEER AND SUPPLIER. � = 99'-4' T.O,S. 3 3 . T.O.S. 3 . Q � ' 97'-13/a " .O.S. ^ = 97'-1 /a = 97'-1 /a = 97'-1 /a T.O.S. 15. COORDINATE FINAL ELEVATOR SHAFT DIMENSIONS AND LOCATION WITH ELEVATOR SUPPLIER. `O N = 97�-� 3I4 ' = 97�_� �4 • T.O.S. T.OS. � � . 16. ��- INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS. TO BE APPLIED UNIFORMLY WNERE PARALLEL TO � - _ 97�-� 3�4 � - q��-� 3�4 � - 97•_� 3�4 - �� 3�4' � � A WALL OR GONCENTRATED AT A PERPENDICULAR GONDITION 'v �^ ^ J - � � - � - - - - - ' ' - - � O O 17. PREGAST DOUBLE TEES AND BEAMS SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS INDIGATED ON THE •,� � m � O � 600 , �; � O LOAD DIAGRAMS, RE� 51.03. PRECAST WALL PANELS, COLUMNS AND GIRDERS INTERFAGING WIT4-I STEEL FRAMING ARE a� � m `�`� � m � Q ` TO BE DESIGNED FOR CONNEGTION REAGTIONS IND � CATED ON S208A. � � � '�o m � � v � 'v x 5 `� tn � O � � � 18. PREGAST SUPPLIER MUST GOORDINATE ALL OPENINGS REQUIRED FOR MECHANICAL, ELECTRIGAL AND � '� � � � '� � � � m W � � `J : - PLUMBING TRADES. x o- x � x � � _ _ _ "� _ x a _ m " � n/ N ' _ _ _ Q LL � - 19. MINIMUM GONCRETE TOPP �NG TNICKNESS AT D O U B L E T E E F R A M I N G = 3', R E I N F O R C E W I T H 6x 6 W 2.1x W 2.1 W.W F. � 3 � �3 �; Q �; �; 6 Q Q "� � 6 �; �; Q �; � ^ � x � � 20. �-x INDICATES PREGAST COLUMN, RE� SC4-IEDULE 51 .05. . _ _ _ _ _ _ (V _ _ (V _ N 4 _ _ _ 5 _ 3 -- _ _ _ _ _ _ _ _ _ _ _ _ _ 4x55 N _ (V _ _ (V � 0 � O W ' �-x • m 24 x 5 24 x 5 W 6 W36 36 x 24 x 3 ^ 21 . OINDICATES PREGAST GIRDER OR BEAM, RE• SGNEDULE S1 .05 �' p W40x431 'O � (qq'-4.� x 256 x 135 �a x �� w�a a� � 4 135 O J LL 2Z. RG .31 .GI AND � 1.G2 rOIC GOOICDINATC �LAN HND .�GHCDULC rVK C.VLVMIV.'� NV 1 LVI.H I CU C37 CvKILJ I IC. -� " � - - - - Q - - - - - - - - - - - - - - - - �' �O.VL W4px 431 (� O 23. TYPICAL GOLUMN BASE TO GIRDER DETAILS, RE� 51 .01 . 2 � ^ Q 11 ,� ,� Q 5 �qq�-4�� � v 24. Q INDICATES STEEL COLUMN, RE� SC4-IEDULE S1 .04. 6 �; �; � � ,_ � 5 � 18 � � 6.00 6 �O �O �5 , 5 � 2Q 6•� '� ^ � � C,� � 25. FOR ADDITIONAL INFORMATION AND DETAILiNG ASSOCIATED WITN OVERFRAMING AT STEPPED SLAB, RE• 52.08A. � N ^ _ ' ' _ � _ _ 56.01 _ W _ � _ `� ,� 5 _ _ _ � _ _� � � � � _ N -' � � � 26. THE LAYOUT OF DOUBLE DT FRAMING MAY BE ADJUSTED BY THE PRECAST CONCRETE SUPPLIER PROVIDED THE � m '� m � 'n ^ N " �`' " u� � " " O 6^- � -- 6 -- �o �n -- .. " -- --. .- ' .-. .-. -, �, ,-. � ., ' .-, .-. m m .--..-, x � x � �n in m u� �o cn .o �n cn u� u� cn cn �n � cn � -- �n � �n :• � � � � m • „ -- 'm � � J o' � � � W m � (A � l� lA m tA m 1n lA n m (A m cn �o tn v ln tA ln � � � � �-'� � � � W � LAYOUT OF OPENINGS INDICATED ON THE PLANS IS MAINTAINED. W40x431 v� �o `o � W � W m W m W W W W � .- W � W W , � a � W � � W � m W W W ,n W d W � W cn W W ,� Wn W N N O . �" � m m cn a c�, x a x d x � X a X � a. -- x a x � x d c�, �o c�, ic d cv ic W c�, ic d c�, v � ic d X d d � ic d x � x d u� � � � �n v v v m 27. PERIMETER PRECAST WALL PANELS AND COUNTERFORTS ARE TO BE DESIGNED FOR TNE APPLIED GRAVITY AND LATERAL �qq'-4 � °� � � 3 � O � � O O O .o O p O O 00 O 0 O � ' m � � O _� a � � m �o cn M a °" � ' m ' �O ' �O , � Q � • x � �'`� 14 � mJ � J � J �nJ vJ J � vJ vJ � J � � J � � J � � O i� � Oi. � O � O � O x O m � O m0 p0 O O O .- a- ^ � a► � m � � . FORCES SHOWN ON THE PLANS AND THE SOIL PRESSURE FORCES ILLUSTRATED ON SHEET S3.06 � -- � � 3 � � � 3 � � � cn X cn u� �n � cn J 3 � 3 ,� 3 � 3 � � J � J m � J x � x � O � O � � � � > O 3 3 _. 3 � 3 3 - - - - - 3 - - 3 = � N _ `� �n cn �n � u� 3 u� cn cn u� � �n �n .o �o � 28. W36SP'X' INDICATES BUILT-UP BEAM SECTIONS, RE� SCNEDULE AND SECTIONS PROVIDED ON 52.08. � � 15 W3 4 ,o Q 3 . � , � i 3 " 3 6x 3 � v v x , � 29. PRECAST TOPPING SLAB REINFORCED WITH W.W.F. 6x6-W2.9xIN2,9 GALVANIZED, RE� 6/S5.00 FOR TYPICAL 'v `�' x256 � . W24 W24x55 W2 55 W24x5 � 3 3 � � O � r - DOUBLE TEE DETAIL. ."'�0 5� 56'�2 � � x55 � `r v J r - x�oc-�oc •� , 3 3 W24 X 55 I 3 O 30. T.O. DOUBLE TEE ELEVATION = (AT BEARING ENDS), RE� ARCI-I. AND STRIPPING PLANS FOR T.O. SLAB N iU O' 3'-O' 6'-3' 6'- 3' 4 '- 8 4'-4Ya' 6'-t �'8 4'-OY8 4'-7' 4 '-10' 4'-7' 5'-3 /a 4'-4 4'-11 /a 7'-O' 7'-O' ' 1 5'-11" 5'-11 ' 6'-�' 6'-3' 6'-3' 6'-aYa 4'-4Ya '-10' 4'-10' 5'-03/a 4'-10' 4'-10' S'-�3 4'-4Ya 4'-i ��a 6'-3' 5'-O' 3'-5Ya 3'-O' 3'- ELEVATIONS. � , `r 2'-1 %8 NOTE� STA I R UP . Q r /1 � � GONNECTIONS RE(�UIR . FRAMING t2 V J ' 2 5 EREGTION OF INFILL m � BY STAIR W24 x 55 W24 x 5 24 x 55 W24 x 5 2 BEAM PRIOR TO �'`� SUPPLIER 6 � , � 18 • � W36 W36 x 135 6 00 � W24 x 55 • v 'v ' v •v ' / ' n - - fqq'-# - - � - - MAIN MEMBER - - r -� - - - �- �, - �--'�,° - - `�- � � � W24 x 55 i � 56.01 � � ��9 254' - _ _ _� - -- _ _ .. _ _ ,. = s .,. r � - - - �n _ � ``� - '�`� � _ m - - `* - - 15 - y _ _ - ' _ � � � O W36 X 256 � 24 x 55. - - - - - . W24 x 5 � INDIGATES � O S6A 16 � k � ' � '� � � W36 11 � � O O 3 � � � � � , A , , NSS6 x 6 x /8 36 � � � � , , � � z � x � 35 RE� S2.1 OA FOR S31 O � BRACE ABOVE 36 x 135 256 11 •� 55 4 PLACES W24 � � �"�" T' - � � � � Q T.O.S. 24 '�A� EXTENTS ANDB S6A Q � 12 x55 � i..�.�,.`�,.�..���_ _�-r. �. _ ` . . ... � 'c� 2 = 96'-8' S5 / N� OVERFRAMING FOR 9 8 � � � 6.00 ° W24 � � N SLAB SUPPORT ,� S5.01 N � T.O.W. T.O S � ��' \�• 9. � 5.00 • � cv ■ x 5 � = 99'-4' = 96'-8' �; b� � � � T.OS� � � i0 SIM. ^ � 36 „ T.O.S. � � = 96 8' � x 256 = 96'-8' � R - - - - - - - - - - - - T.O.S. 36 x 256 T.O.S. T.O S. . � T.O.S. L EV E L 1 �� T.O.S. T.O.S. , T Q S T.O.S. T.O 5. T.O.S. T.O.S. T O 5 T.O.S. T.O.S. T.O.S. T.O.S. � T.O.S. �� . = 96'-,g � 11 � 2 = 96'-8' = 96'-8' . . , . , . T.O.S. _ . . . , . . . . , . = 96'-8' � , . o, � .� 8 T.O.5. 1 . � � �+h W �5 .0.5. = q6 8 = 96 -8 = 96'-8' T.O.S. = 96 -8 = 96'-8' i -8 = q6 -8' = 96 -8 = 96 - �' = 96 -8 = 96'-8' ' = 96 -8 T.O S. ► � v� = 96 -8 = 96'-8• E N LARG E D P LAN � • � �, i� . . TYP. A�' = 96'-8' �o � O = q6 - 'v • = 96 -8 TYP. AT 8 � � � SS S AREA #3 � Q � N �_ - NON-A IGNED - 96 -8' 5.00 B A 5 . N v � 5'-1�/a 7�0' 7'-O' 7'-O' 3'-5�/8 4'-OYa' BE 7M0' 7'- 6'-6 6'-13/8 5'-11Ys 5'-03/8 5'-OY2 3'-11 ' S'-5%8 4'-83/a 7'-O' -O' 4'-11Ys 4'-11Ys 4'-11Ys' 6'-25/s 7'-O' 7'-O' 7'-O' 6'-103/a 7'- ' �'-5�/a '-O' 6'-5Ys 4. ;� 2'-8j'a � ��' � 1 O 5 �? � �' S6. S6.0 6�0 � ^ i i � i i i a ; � TYP. AT PLOTTED MAR W i� W36 g ALIGNED � W36 � � ,."'„ x 2 6.00 BEAMS � x 56 CHK'D BY JRB ¢ p h 10�/e '�o G � � � � � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a -I- , �p � ��,� n � G � Op� i �� .� vc� � 2 3 4 SHEETNUMBER. - �`. ic) b SS � P > T • - ' - - f - - - ' - - ' - - ' � � � o c0 � ATCNLI E 52.1 Z - . . . . . . � � � . � � . � � � . . . � . . . . � � � . � � � � � . � � � c�n � m in ATCHLI E S2.1 „ ,� ,� � 5 � � w a,� w � .-, � � � r, r, � � ^ '-' '-' '-' '-' '-' '-' '-' '-' � '-' '-' � � r' D . P .A. PROJECT # 06232 .00 � ^ SCI PROJECT # 04- 187 � a 0 7 ci � LL r i0 n I2 r3 i4 I5 i6 r� I8 i9 20 2� 437'-8' OVERALL 27'-5Ya 8'-10�/a 18'- 3Ya 24'-4Ya 23'-11Y2' 18'-11Ya 5'-5Ya 13'-7�/a 13'-6Y8 5'-6�/a 21 '-10' GRID TO GRID � 0 � • ' � �► f Chlt tS � � � o � � � � � � � � � � � � a � o� o. w > oc , O c9 . q - _ , _ . t.. rY 7 y • vl � ) t 3 M1 al ' I � ' • � i v � • I �f i " � f �� � • T • I � a� w � r ) fy � �J h I 1 �� i1 � ly � 3�' • L • l � i � � � „ afiy • • i 4 • 1 • 3 � \ � Y � 7a � �1 ♦ \ ) Z� ) V � 1 � � M � / � ! { � �t • � � l ; „ . � ` ' � , � , % „ ' • , • •- � •, . � • � ° ; . •� •- ., • ; � • >. 2301 BLAKE ST , STE #100 I I I I I I I I : I I I I I I I I I I I I "' I I I i I I I I I I I I ` I I I I I I I I I I „ I I I I I I I I I I �• I I I I I I I I I I I I I i " 0 I I I I I I I I DENVER, COLORADO 80205 M I I I I �.i � ' I I I I > � i I � I I I I � I I I I I I � I I � I I I I i I I I I I � I I I I I I I i I I •, I I I I � I I I I � I I '• I I I I I I I I I I I I I I i ' I I I I I I I I 303 861 8555 F 303 8613027 I I I I � � I I I I ' I I I I I I I I I I I I . I I I I I i I I I I I I 1 I I I I I I I I I }• I I I I I I I i I I "� I I I I I I I I I I I I I i '' I I I I I I I I 0225 MAIN STREET UNIT C101 I I I I I I I I ` I I I I I I I I I I I I • • I I I I I 1 I I I I i I � I I I I I I I I I I � I I I I I I I I I I � ' I I I I I I I I I I I I I i ' � I I I I I I I I EDWARDS COLORADO 81632 � , I I I I � I I I I :, I I I I I I I I I I I I :�` I I I I I I I I I I I I ; I I I I I I I I I I '• I I I I I I I I I I . I I I I I I I I I I I I I I Y' Z � I I I I I I I I 970 92s 8960 F 970 926 8961 � I II Ir1 II II . II II II II II II ;• II II il II II II i II II II II I '; II II II II II . - 11 II II IIII II I I •, J II II II II �o I II I �C II II : II II II II II II II II II II II 11 I II II II II I II II II il II � II II II IIII II I I .' = II II II II i ii ilJ ii ii • `. ii ii ii ii ii ii ii ii � i ii ii ii ' � ii ii ii ii i ii ii ii ii ii � ii ii ii iiii ii i i , U ii ii ii ii i � � i i i � - ` i i : i i ' ' � � . ' ,� � ,, , > ' .' � ', f' ' � f , :�t � B � � � � � � 1'� � � �, � � � ',' � � � � � � , — I , I I I I 1 I I 1 1 ! t I � � � � � � � � � � i � � � � � • -� � � � � , � � � � . � II II � , , , , , , , ' Structural . c - - - - - - - - - - - - - � � , � � � _ � � - - - Consultants � � � � � � � � Incorporated � i � ii ii ii ii ii ii ii ii ii ii ii ii II IIII II � II II II II II II II II II II II II II II IIII II 3400 E. Bayaud Avenue #300 Denver C lor do 80209 11 II II II II II II II II II II II II II IIII II � (303) 399- 5154, FAX 303 333- 9501 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � Email Info�sci—denver com � i i I I I I i I I I I I I I I F I I I I i i i I I I I i I I I I I I I I I I I I I I SCI Job Number: 04- 187 -,� II II II II II II II II II II II II II - - - - - - - � II II II II II II II II II II II II II ISSUE/REVISION DATE NO . II II II II II II il II II II II II II � • , x • i . , • � • * . > •, • • , • , ' , .; ,, , , , , r - ; . . . � CCD #15 18FEB08 Y � ) f fi ,�• 3t � � r � CCD #24 23APR08 Qj . r , '> D r CONSTRUCTION DOCUMENTS 08AUG08 I II II II II II � ;; II II II I II II II II I II II � • , � • ; I— I II II II II II II I II II � II II II � :, II II II I II II II II I II II : ' I I II II II II II II I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I y� " I I I I I I I I I I I I I I TOV UPDATE SET 10SEP08 o I II II II II II �° ' , II II II I II II II II I II II :, II II � II II II II • I II II II II II ' , � „ — ; II II II I II II II II I II II '} — ,.. II II � II II II II I I I I ) I I I I I I �, { w I • ��t � • 4r �1 l �yf • ,ty,� I I I I I I I I I I I I I I ' I I I I I `y�' Y � R y � � 1 • y • � � � �I I I I I I I I I I I I I I I I I ' I I I I I I a� I I I I I I ' I I I I I I I � I I I I I , I I I I I I I ' I I I I ' E - .�.• • ,�. . • _ _ _ » ; ,. ; .+. ... • .;•, - - - - - �. +�, • � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � + � � � � � � � � � � � � ( � � � � � � � � � � r • `> �'% � � � � � � � � � � � � � � � � � � � � � � � � ^ 3`. . � � � � � � � � � � � � � � � � � � � � � � � xt � � � � � � � � � � � ) F — — — , : w , • k , . • • �; �. — — — l-J a l ' '� •� � ; • •- °• • I-I -t — I II II II ! II II II II il II II II II � I II II II II II II II I II � il II II II II II II II II II II II II II II . I II II II II II II II 11 II il II II � � II II II II II II II II II II II II il II II II II II II II II il II II � i � II II II II II � � � II II II il � II II II II Ih II II II � � � � II II II II II � II � � � � � � � � � � � � II II II II II II II � � � � � � � � � � � � � � � � � � � � � � � il II II II II il II „ , � � � � � � � � � II II II II II II II II II II II II II 11 G _ _ _ _ � � � � � � �� � � � � � � _ _ _ _ _ � � � � _ � ► � � _ � � � ► _ � � _ _ _ II II II II II II II 1I II Ii II II II iI �pOREG�� I I I I I I I I I I I I I I I I I I I I I I I I I I I I p\ ' . 6 � � 0 � � . , �'T ^ ii ii ii ii ii ii ii ii ii ii ii ii ii ii �o�;��Q�, ROVeq�F9c�, � `� � � � � � � � � � � � : 4 ; o �m : . � , � . LEVEL 1 ENLA �GED � - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -� � �� 9p' .� ;��. � sS�ONALE�G\ PENET � ATION PLAN AREA 3 y8-=� �-o- ° � 1� +° � J NOTES 1 . RE� S2.10 FOR ADDITIONAL PLAN NOTES. � � � � � r � � � � � � 2. RE� 51 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. � � O N t I 1 1 1 f 1 I I 1 I J � a o 0 o a o o a a o e a o 0 0 o a � IC 'Y' — — — — �— �-► � .+ _ _ _ _ � � � � _ a � � _ _ �� .� _ II II II II II II II II II II II II II II II II II II II II II � II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II U f I 1 I 1 � 1 1 1 f I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ) � � � � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ) � � � � � � � ) � � � � � � � � � � � � � � � � � � II � ) � � � ) � � � � � � � � � � � � � � � ) � � � � � � � � � � � 'o II II II II II II II II ii II ii II II II il il II II II II II � II II II II II il II II II II il II II II II II J II II II II II II II II II II II II II II II II il II II II II � II II II II II II II il II II II II II II II II W II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II � � - _ - - - - - - � ; - - - - - - - - - - - - - � �' � � W •� i � � � � � � � _ G G � Q � ;o - w � Q - - - - - - - - - - - - - - - - � _ � . � , , , , , . _ � o 0 �� _ _ _ _ � O ° �- A A A A A A H A A H A A N A A A A A N� A A A H A A A H A A N A A N� A A A A A A - - - - - - - - - - - - - - - - - - - - - - - - - - - � ��/ � �o ' � - - - - - - - , _ _ - - - - - - - , - Q Q L.L � � � J W � w w � � � -J � • �N o � p p - — � � , � � v � � Cn tn ^ P - — - - - - - - - 2 -6' 3'-O' 3'-O' 3'-O' - - - - - - - - - Q J LL W - � � 0 , , � � . � Q _ . i N i . � - N Q ^ � O � Q N � ` � � � N A N N A Ai � , � � � � r � _ m A A A H A A H A A A A A A A i � A� A� � A A A A A A N ^ A A� A A A � A A A ,J N� � � O � - - - - - - - - - - - - - - - - - - - - - - - - - - , ^ � � �/ / � � 2'-6' � , N. . � F i A A A �. i v � F � 2'-� � v � i � i , 1 ' ' � A` N � -- -- _ - - - (� - - - � -� - - - - - '-O' � - = - - - - - � - ' ; - � - . _ `': �+ ` o_�.-.�� � 1 '-9' O � I 2�-6• , + � �` � A A A N A A N A A ' N A A N� A A A iQ A A N A A A A� A A A A A A � � � � � � - - F - - - - - - - - - - - - - - - - - - �+ � t a_ i r, , ., ,. '? � , ; � � a � La� c�� ' ` yy� 6 � Yt"mc�v.o�.a.r�.r e�...w .��.�_ 1 .uc� i � _ _ � �\� _ _ _ �� � t � N � � F � � � � � � � � ¢ � � � m � � ` O � -,0 2 -3Yz' ;o -,o -�o v. " R� - - - - - - - - - - - - - - - - - - � � LEVEL 1 ENLARGED � � . m � � � � � � � � PEN ETRATION PLAN N � N � � � � � � � - - - - - - - - - - - AREA #3 m � � � � � �, � � H H H A A A A A A A A A A A A A A A �O A A A A A A A A A A H A A A , o - - - - - ' - - - - - ' - - - - - - - � - - - - - ' - - - - ' - - - - t ' - - - o '� � PLOTTED MAR c"'i� ^ � � CHK'D BY JRB w � p � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � N 2 3 4 SHEETNUMBER. ¢ � I N i I 1 1 1 1 > T - � - - - - - - - - - - - - - o _ � ATCNLI E 52.1 Z - . . . . . . � � � � . � . . . � . . � . . . . . . � o A � - - - - - - TGHL E 52. - - - - - - - - - - , - - - - - - - - - - - - - - ,� 5 ■ � A A A H N H A A A B B B B B B B � B J J J J B B B D . P .A. PROJECT # 06232 . 00 � . � SCI PROJECT # 04- 187 N .n 0 � U i � � 21 22 23 24 25 26 27 28 Z OVERALL Q d . 21 '-10' 19'-1 ' 19'-1 �/a 23'-10' 16'-8Ya 19'-OYi 15'-3Ya 7'- 4' GRID TO GRID J J 21 '-10' 13'-10Ya 5'-2�/a 15'-6' 3'-7�/a 5'-3�' 13'- 45/a 9' �/8 10'-10Ys 7'-75/a 5'-64 5'-i /s 6'-3Ya 6'-3 /a 2'-8' 7'- 4 ' � COLUMNS � Q � . 3 • - � Archit ts � 6 EDGE OF P/C WALL PANELS � � N � i i i i i W a Z C9 28'-O' � 12'-O 8 � 15'-115/a' 3'-2Ya� 20'- 4' � � 26�-53�4 � � 1 '-10' M I lq -6' � � �. COUNTERFORTS Z � � O J i � 1 1 i D T = 9 8'-O" i ' i � i � 2 4 i • � i l , . � � W � ~ oac . i i 4 i i � DT = 98 -4 V � V o W Q DT 98'-O' I I SIM. 5.01 DT = 98'-4' I I I Q 5.00 I I S5.0 I � S5.01 p p� > - T ' � i I � � � I � N SIM. � W � � O � ! y.� Y ) � .• • ♦ • i� f Y i • • ° • T • * J T • • / ' � . i i • � 3 4 l ' i ' i • 'S • '! � � i l ' ♦ v a ti. y f� �! a • 3•� _ _ � , • • r • . • . . • - .�• ' > •. `: • • `.. . . • ' , , . � : • • , . • • •, • ,. , • , , . , • . • , . - _ , � • .. .' 23016LAKEST , STE #100 ADJACENT TO SLAB OPENING DENVER, COLORADO 80205 ~ , �� � I I I I I I I I , ` ( I ' I I I ' I I I .I 1 I I I I , .r � i ADJACENT ` TO SL • OPENING � � � I I I I ^ I I I I I I I I I , I I ' � I I , �` PROVIDE NORIZONTAL PREGAST � i i i i "� 303 861 .8555 F 303 861 3027 i'n PROVIDE HORIZON PRECAST BEAMS TO TRANSFER ' Il II II II II ; I II II II II 16 III il II � II � I I II � II � II I II • BEAMS TO TRANS E SOIL PRESSURE LOADS TO I I I I I I I I ( I `� I I I I I I n I I I I S5.01 � y SOIL PRESSURE L DS TO � � I � � I I I I I I I I I I I I I I , I I , . �t THE COUNTERFORT WALLS 0225 MAIN STREET UNIT C101 � I I I I I I I I I I . I I I , I i /� I I I I I " . � i TNE GOUNTERFOR� ALLS I I ' i I I I I I I I I I I I I � ' 8 -8' ' � �a EDWARDS, COLORADO 81632 Z � I I I I I I I I I I '• I I I I I I I I I I I I I = p�ND GIR4�R5 , , I � , , I I I I I I I I I I ' I I � I I I I ' 1 T32 I • , • �EN 970 926.8960 F 970.926 8961 J I I I I I I I i I I � I I I I I I I I I I I I ; � , k�EN I I I I I I I I I � I I I I I I I I I I I I I I , 1 '-6' � 2 -� �4 ;� �. � , = I I II I I II I I , I II � I I I I I I I I ' • � � I I I I I I ' , I I I I � I I I I I I , I I li II I , � • ; �o �n � � ii ii ii ii ii i iil ii ii ii ii . � I I ii ii iil ii iill ii ii ii i iM ii t ii 22 � i � 5 S5.01 Q }� I ` • � I � I 4 I I I I I E 3/a � , i' I - ^ � 22 I I � . ( I S5.01 ' i I I ( I I I I I � ; ' S5'Ol SIM. 15 S5.01 � i � . , ' , I ' ' ' 0 ' II II ' � _ 5.00 _ � _ ` PG-27 - ' - - - I -I I - - - - -- - - _ - I i B � � � � I � I � II I II � - t � I I I I I I I � 13 I I I � � � I I , oP� � I O I � i � I � I I i 50 i E � i � i S5.01 � � H � � i � �° v N 1 � 21 ( I � I � II � PG-30 •N I I 13 00 � � � I � S5.0 , g' � I I I 2Q �i i I � � I I I i .� � � a � i � i 6. i II � � II � II 4 � , � ,_6. . i l 0 I I I I I � � I I I I t•' • - - � ` '° ; 1 '-6' ; 3/a I ( '-6' 8'-OYa 7'-05/a 6'-63/s 4'-O' 4'-85/a 9'-O' 1 '-6' I I f-2Ya � � '-91'2 10'-O' 3'-3 ' 1'-O' 1 O'-O' i 5'-53/a 1 '-O' �,_07'-5' 7'-5 � '-9' � � 9'-8. I I , . O = � 32 � tODT32 lODT32 tODT32 ST32 ST32 10DT32 1 T32 tODT32 ST3 tODT32 ST32 1 T32 tODT32 IODT 2 1 T32 1 T32 1 '-O - I � , I , , I , , I , „ � � � I � � � �N .� Structural � , �-„ 3�8 ST3 � � � � � , „ � �-¢- � p Consul tan ts � 2, ' C - - - � � - , , - I " , - � , - - � -� � � � � � � , S5. , o ,J - - In � or � orated (SLOPES DOWN) � � I TYP. A I I I I I i i i i O y 3400 E. Bayaud Avenue #300 I � � I I �P I I I PRECA T 17 i I I I � 12 I I ( I I I I -p , Denver, Colorado 80209 � I � � �� ' � I ' � 1 DRAG I � � � � � � �JOJ� 399-.i154, FAn (JOJ� JJJ- 9a01 � Q N I I I 5 00 I I I I ( I BEAM S6.13 I � � '00 � � � � � � � Email InfoC�sci-denver com o- p 7 N � I E ' i � _ _ _ _ _ _ _ _ _ _ _ _ � SCI Job Number: 04- 187 i a � - � � � � � � ' . � I I I I II II I I 15 I s �O ISSUE/REVISION DATE NO. 13 I I I I � II � II I �• � ' 5 � I I l, I I I I I i i ( i i � i I 55.01 I i CD PERMIT SET 010CT07 � I � � 'P i � I i I � 7'-11 ' ( O'-O' ; STRUCTURAL CDS 01NOV07 � 17 1 T32 1 DT32 � 3 I I I I I I I I I I I � � OPE S5 1 I I I I � I I t � I I I I I I I � I I� I I , I I I I � I I i I r i I � I I I I � I I � � `., � TOV RESPONSE 12DEC07 Qj Ii II II II iI II II I � ' I II II I Ii I II ' .00 Ii Ii ( II iII ' iI II II II � II II II I II � II II �' Q I I I I I I I I ( I I I I I I I I I I I I I ( I I I DT = 98'- 4 ' I I I I I I I 1 I I I I I I � � I I I I I I I I I •.� 17 � CCD #10 24JAN08 2 � II i II II II II 2O -,� II II II � II ' II , II � II I1 � , II iI Ii I � � II II II ' II , � � 5.0 2 '� • TAI � I � I 15 I I I I I I I I 55.0 � I I I I I I . I I I I I I I I I I I I I I I II I I I I i l I I I I I I I I I I I I I I • o O TOVRESPONSE 11FEB08 Q LIE� � � 55.01 I I I i I I I I I 4''o I I ' ' ' ' I I I I � I I t5 I I I I I I I i I I i I I i o � � I I I I I I I I ( � � � � '� DT = q8'-O' � RC I I I I I I I I I I I I I � � � � DT = q8'-O , I I � I I � I I S5.01 � � I ' I I I i ' � I I I I `O I I i � � I I I I I I � I I , I I I I �L � CCD #24 23APR08 Q . "' - *" � `' - - - 3 - - - - - E CONSTRUCTION DOCUMENTS 08AUG08 , , ' ` ADJACENT TO SLAB OPENING � I I I I I I I i " , ' I � I I I I I I I � I I I I I I I I I � I I i i I I I i i i I I I I I I I � ' ' PROVIDE No►zIZONTAL PRECAST � • DT = 98 -O' � I I � • BEAMS TO TRANSFER m � TOV UPDATE SET 10SEP08 I I I I I I I I I � I I I I I 2 I I I I I I I I I I ( I I I II i I I i i I I I i I I I I ;� � SOIL PRESSURE LOADS TO ',� � I I I _ I I i I _ I I I I I I 11 N I 5,p � _ I I I I _ i I � I I I I � I i_ I I I � I � � I I � I ' I I , = THE COUNTERFORT WALLS r - • F I I I I I I I I I I 2 I I �-2 I I I I I DT � = 8'-O' , I I o I I I I I I I I ^ I I i I I I I I I I �� Q I I ' , II II Ii iI II Ii II I II II II � II iI iI iI Ii i II I� P�T 21I , oPEN , II II il � ii II II I I II I II � I II � II II III II� II ) il II � il I � � II � II II � � � ii ii ii � � ii i � 13 i ii ii ii ii ii ii ii ii ii ii ii y � � � ii ii ^ • 11 SIM. `u I ) 5. i � Q i i �2 :A S5.01 - - - - - - - - - - - S .Ot ' - - (7 � - .. ��p,DO REGjsl I I I � I � � �..� � � � � � � � � � Ro v •.F � � 55.01 � I I � I I I I I . t. ROV DE NORIZONTALR ECAST � �O • �e� 69 ��� I I � o � � I I � 1 r � � BEAMS TO TRANSFER n • �� 9�� O 5'-2�/a 10'-O' i4'-6' 10'-O' 1 '-6' 4'i�' 3�-83�4 6'-3Ya 8 � 6' i 5'-83/a 4 '-3g/s 10'-O' � � 10'-O' 10'-O' i 10'-O' 10'-O' i I I I I � i ' SOIL PRESSURE LOADS TO cp � � 'v � TNE GOUNTERFORT WALLS .o • . ST32 tODT32 T32 tODT32 ST32 ST32 10DT32 10 T32 i ST32 ST32 lODT32 10DT32 i 10DT32 tODT32 � lODT32 _ � _ _ _ ''• _ _ _ _ _ _ _ 9p�; � �;��c.Q H F • • . . . • • � - - - � �-6- •_23/4 - I I - - ( - I - - - II II II II , � S��NALE�� dq - � o . o� , , II , II II II : ' � y Q2 ' i ' i II II II II I � 4 I I � � I � � � � � � ,�^ , (SLOPES UP) � , � � � � � I I I I I I � ,_ , I I - LEVEL I ENLARGED PLAN AREA 4 �-=� �-o- I � � � � BAR IER WALL ( I I I � �� �• I I I I � p , , i FRA ING RE� 8/56.10 i i i lODT32 i i i i 1 DT32 i i • i AND ARCI-I. FOR i � NOTES• � N I I WA LAYOUT I I I I ' 1 '-O' p t . BOXED NOTES �� INDICATE A TYPICAL CONDITION UNLESS NOTED OTNERWISE a a. i i i i � � ', � I I I I 2 TOP OF SLAB ELEVATION 99'-9', UNLESS NOTED THUS� ��--�� , RE� S2.11A FOR ADDITIONAL SLAB • INFORMATION. 2Q i i � � � i � i � � � � i s • 3, TOP OF STEEL BEAM ELEVATION = 98'-9' UNLESS NOTED THUS• (XXX'-XX'). 4 I I Tos I I OLUMN EXTENDS I � i i i 4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED THUS' _ � _Xx• . T.O S. INDIGATED IS THE PR0,1EGTED T.O S _ _ _ _ � _ _ _ _ _ ` _ _ � E�� RE� COREW LL '� AT TI-IE � OF TI-IE SUPPORTING BEAM, WALL OR COLUMN SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED o 0 0 4 2 I i ROMIDE BLACKOUT i i ELEVATION � � M ON PLAN � _ i � � � � � I q�UBLE �f�ES � _ i _ � �i � i _ � 5 <X'� INDICATES GAMBER OF STEEL BEAM m K I I I I � I I I I I I I I I I I I I 2 I I - - - - - - - -+ I� - -I�- - -+ I- - �-E- - - -H- - -F F- - i-�- -i- � - - -F � ' - - - - - - - 6. PROVIDE 3/a' � x 4 ' H A S., FOR ALL STEEL BEAMS AND GIRDERS NOTED TNUS� [XX] WNICI-I INDICATES TOTAL I I I I I I I I I I 5 �� � I I I I I I � � � I I I I 11 I I � � I � � � � � � r � � Q � � � � � � � � � � '• ' ♦ NUMBER OF STUDS. EQUALLY SPACE H.A.S. ALONG BEAM UNLESS NOTED OTHERWISE. � DT - 98'-O' � 18 � � �� E M I 2 i � E •. Q , v II II II II II II II I 1q I II II II II II II II II II � • 2 N 7. �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SHEET S1 .00 FOR STEEL I I I I I I I I I I I I I I I I I I �'� � 5�� � � I I I I I � I I I I I I I ( I I I I I I ` ' m J DECK SGNEDULE, AND ATTACNMENT OF DEGK TO STEEL FRAMING. 19 5.0 I I I • ( I � 19 I ;• � � I I I 5 I I I 1 I I I I I '� I I I O I I I I I I I I I I � I I I I I I , DT = q8'- 4 ' ' O � 8. AT BEAMS BETWEEN SLOPING GIRDERS, MATGH T.O.S. O ow HE SUPPORTING GIRDERS. I I I I I I I I I I I I I � � I I I I I I I I ' -,! I I � � PG-q � � � 5 � � I I I I I I I I I I I � ^ 9. T.O P R E G A S T W A L L P A N E L S E L E V A T I O N N O T E D T H U S� � . I I I I I I I I 5� P L F I I I I I I 'O I I `; ' k ' • • : , '. ' � • - I I I I � ( I I I ? � �/� = xxx�-xx- • ' " �' - - - - - - - - - - I I I I I � LL 10. RE� S4-IEET S1 .00A FOR STEEL BEAM GONNECTION SGHEDULE, SNEET Si .00 FOR STEEL CONNECTION MATRIX. _ - - - � - - ` ' ' ' r - - - _ - _ ` _ - L > , ^ AND PLAN NOTES ON SHEET S2.08A FOR CONNEGTION TYPE DESIGNATIONS. ' m � ` ` � �� � �f ♦ w I500 PLF I W, Z , q � � � ~� 1 •-O' � 3'-3Ya i ' ' � ' � ' ' � ;o ,� 11 . �"��' INDIGATES A MOMENT GONNECTION, RE� 1 , 2. AND 3/S6.00. _ � ,� ..' � 12. RE� 53.00, S3 01 . 53.02, 53.03, AND S3.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY B f s • ' w D Q O 3'-9Y2 5'-23/8 � 'v ',o � � ` PREGAST SUPPLIER. W40x 431 W40x 431 4 /a DT = 98'-O' 2 ' 2 � �" � � (99'-4') (99 -4 ) 3.0 ' ;' S .Oi 3.0 � 4 � '� �O � 13. `SC' INDIGATES BOLTED GONNEGTION AT STEEL BEAM TO BE SLIP CRITIGAL. � _ _ _ _ _ � ` _ _ _ _ - - - - - - - • _ _ x °� _ _ _ _ _ _ _ _ _ _ M � � O 14 . COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECNANIGAL � •� 6 � ' X � 3 � ` � � O DUCTWORK WITH ARGHITEGT, MEGHANICAL ENGINEER AND SUPPLIER. � c� �� ' ~ ' ' ' ` ` ' " ' '� � ' •• ' ' • '• • ' • '� ' • " ' �` W40x 431 W24 x 55 `o � W24 x 55 ' •m 15 GO�DINATE FINAL ELEVATOR SNAFT DIMENSIONS AND LOGATION WITH ELEVATOR SUPPLIER. � p 5 IM. 5 � � _ (99'-4') _ _ � (qq�_4') "� _ (99'-4') � `' _ _ _ _ _ _ _ _ _ � � � O � '.. 16. -�-�- INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WNERE PARALLEL TO .-. i � � � � �O � Q �. S5.01 55.01 W24 x 55 � � � °� � A WALL OR CONCENTRATED AT A PERPENDICULAR CONDITION ci� �; 6 A -' ' p -' � �/ � � 17. PREGAST DOUBLE TEES AND BEAMS SHALL BE DESIGNED FOR TNE SUPERIMPOSED LOADS INDICATED ON THE ^ � x � S501 3.0 � q . � � O � � : " � � � N LL - LOAD DIAGRAMS, RE� S1 .03. PREGAST WALL PANELS, COLUMNS AND GIRDERS INTERFAGING WITH STEEL FRAMING ARE p " 6.00 co cn � � � �� . �� � W O 1 � 1 t TO BE DESIGNED FOR GONNEGTION REACTIONS INDICATED ON S2.08A. � � � N � � ,� •v X � : ' � C ' _� � 18. PRECAST SUPPLIER MUST COORDINATE ALL OPENINGS REQUIRED FOR MECI-IANIGAL, ELEGTRIGAL AND m "� � '`� � '� � � " ^ �' C �I � pl 1_IAARINr TPACIFC _ 6 WdC1Xd �1 IN '�F, X 'l�if, � � � � � X g (��-4ki� 6�-3Ye m � � /� w4vx 4 � i 6.0 (99'-4 ') (99'-4') ^ m O '" O `" p � ,. . � O 19 MINIMUM CONCRETE TOPPING TNICKNESS AT DOUBLE TEE FRAMING - 3', REINFORCE WITH 6 x6 W2.1 x W2,1 W,W F. 5 (q9'-4') O � .� � � v � 20. �'x INDIGATES PREGAST GOLUMN, RE� SGHEDULE S1 .05. 60 � 6 � W36x256 r. � � '-' ,o � Y , - � . � � U � ' W40X431 � 21 , PG-X INDIGATES PRECAST GIRDER OR BEAM, RE� SCNEDULE S1 .05. ,.._, � r, iv ^ (9q^4') � 13 'c�, �qq �4�� ,� '� � � ^ m � m � r, „ � � _ _ ! _ 'O P � � � 22. RE• St ,01 AND S1 .02 FOR COORDINATE PLAN AND SCNEDULE FOR COLUMNS NOT LOCATED BY GRID TfE. m c. `�. m m '-' p p ^ m " p `� � cn x � m m ! m c� � � • J 23 TYPIGAL COLUMN BASE TO GIRDER DETAILS, RE� S1 .01 . � � O � �� �` m - : - O �- - ,� �r - : - v � - : - � : - u� - � - - - • - - � - - - - - - - - - - - - - - . W � N � N � � 6 � � � � � � � ..._. � �, � ,� .� �--�� � � � 3 � � � �n d' m � � �n v x � , � �O i �O � � i i . : . . � [Q . (h i i i i i > � , n 24 Q I NDI GATES STEEL COLUMN, RE� SCHEDULE St .04. m �- cn � '-' � • m � '� � m v „� v m v � v � � � ;- N v �- � m � m m � - � m p v N Q � �t � � � � M � x o- c� v �o � x � x � '� x � x � x a�- 13 '� x � v , � � � \ A/ x a x � . , x � x � v � v a- v a- � � � cn � �o �. _. `. ... - 25. FOR ADDITIONAL INFORMATION AND DETAILING ASSOCIATED WITI-I OVERFRAMING AT STEPPED SLAB, RE• 52.08A, p O `" � � X � � " m x a- x o- x o- x � m � -�. x o- �n m _`o _ `� _ _ � _ _ _ `O `� _ � _ _ _ _ _ _ _ _ _ _ _ _ _ `r d- / LL 26. THE LAYOUT OF DOUBLE DT FRAMING MAY BE ADJUSTED BY TNE PRECAST GONCRETE SUPPLIER PROVIDED T4-IE 3 � � � •� -- � 3 � `� � v � v `O v Q x o � O '" 3 3 14 � � � 3 Q ` � � � � LAYOUT OF OPENINGS INDICATED ON T4-IE PLANS IS MAINTAINED. � � � 3 3 3 � 4 O 3 S6.0 W24x55 � q904 431 � m " 27. PERIMETER PRECAST WALL PANELS AND GOUNTERFORTS ARE TO BE DESIGNED FOR T4-IE APPLIED GRAVITY AND LATERAL � 3 3 �qq�-4 �� `O , 'J FORGES SHOWN ON THE PLANS AND THE SOIL PRESSURE FORCES ILLUSTRATED ON SHEET S3.06. 6'-3' S'-O' 3'-5Ya 3'-O' 3'-O' 3'-q5/a 6'-O' '-33/a 3'-O' 3'-O' 3'-6' 4'-O' 5'- 4''b3/ 5''11Ya 6'-2' 6'-2' 4'-7%a '-bY 4'-9' 6'-5' 3'-O" 3'-O' 3'-4' 6'-4' • 'cp � O 28. W36SP'X' INDICATES BUILT-UP BEAM SECTIONS RE� SCNEDULE AND SECTIONS PROVIDED ON S2.08. •� ' `� ^ N ' � � >� 1 � � � 2 9 P R E G A S T T O P P I N G S L A B R E I N F O R G E D W I T N W W F. 6 x 6-W 2.9 x W 2,q G A L V A N I Z E D, R E� 6/S 5.0 0 F O R T Y P I C A L 2 g 5.00 � DOUBLE TEE DETAIL. T - �ocx•-xx- W36 3 6 00 ,'• _ - -� .�� 30. T.0. DOUBLE TEE ELEVATION = (AT BEARING ENDS), RE� ARCN, AND STRIPPING PLANS FOR T.O. SLAB � x256 W40x431 W24X55 `_ - " ". �� ry '�s- � ! '�; . 1 I I � Y ELEVATIONS. ��9 _4- (99'-4') (99'- 4') � _ ._ _ 6.0 •� - - - m - - - _ m - _ - - _ - - _ - - - ! - - - - T - - _ - - _ - - - - _ - - - � - - - Q „ p � n � ^ J � � 16 � � a- p F° ^ � t� ? � � � � , : ; � �.� TYP AT 2 � " � , � - �� � ALIGNED S "' ,_ .-� . - - - °-'�. -._°,°- -.� . � BEAMS > � �O � � � � � � � � 5 i � � i N � O S. T.O S � S6,0 � 3 13 � 96'-8. = 96'-8' '� `� - - - - - - - � i - - - - - - - - - - - - - - - - - - - � - - - - W24 x - - - 4'-1 %a 4"-9' 6=5' �' ,' - - - - - - -� R � � -r.o.s. T.os r. s. c q�-4•� Q - - - - - - - - -' ' � - - - - - - - - - - - - - - - - - - LEVEL 1 � � W x25 � 5A � � � " : 3 x . . � r i � i � ENLARGED PLAN o, '-8' = 96'-8' 15 � 4 = 96'-8' '-8' 8 � 3'-OYa n N � � ' ' n "�o N S6.02 -c� ^ � '� . ,' -c� N - - - � - - - - - � - � x - , - - - - - - s AREA #4 m p : � � 1 � o �/e '-O' 6'-5Ys' 4'-6Y2' 4'-6Y2' 7'-ON 5'-1 `'/e 7'-O' 5'-63/s' 4'-b3/ 5'-11Ya 6'-2' 6'-2' �► � N -- , ' �I � ' � � � s? RE� S2.11A FOR ^ STEPPED SLAB 3 O ,-, O v � � EXTENTS AND � p " ^ ^ O `-' �' , ^ • $ OVERFRAMING FOR � `� � N -. � � � � � � � � • ' u �' m � � •` � � � � � ^ P LOTTED MAR � SLAB SUPPORT 0 � � � cn v � � u� v � � ; W36 � ,� 3 � • � • x � �n v m � x � �o W x 56 � � � ir� � �, '� x `� 0 � X � x � m `� , - ` r CHK'D BY JRB � u W � � � Q � � � V •ri F' , � �7/8 �°� 6 q� X O � O X � � � 3 m � •� � , � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � � � � o O � �- � 3 W24 ,� � rT ; . � ° G � X J � x � x 55 co � W24 x 55 � � '!� �O (n � � 36 x 256 2 3 4 SHEET NUMBER o � -I- �y� � `-' � 18 � 3 q �-4•) (99'-4') '� � (99'-4') i� ¢ �e SS � _ S6.01 3 � � _ - ' - _ - - f _- - - _ - - ' - - - - - � - - � - - - - -_ ' - - � - - _ - - _- -N T > - - - �- -^ � MATCNLINE S2.11 . Z - . . . . . . � . . � . . . ' . � . � � � o m ;a � • MATCNLINE 52.12 a0 � 5 ' � � ^ � -- � t0 . �: " D . P .A. PROJECT # 06232 . 00 � a � SCI PROJECT # 04- 187 � .� 0 � U � LL 21 22 23 24 25 26 27 28 OVERALL 21 '-10' 19'-1 ' 19'-1 �/a 23'-10' 16'-8Ya 19'-OYi 15'-3Ya 7'- 4' GRID TO GRID � 0 ' • - � Archit ts � � , , , � � � � � QJ � Q Q3 � � � � � Q . o nc w oc > , l9 O +` ' s � Y. � +., �r . i e r , o�• ,t • : r : ' � * Y i `� • \ � . � ' ' r , i • f • t ' j . � ' 1 a 3 a ♦ , b ^ � � x a s ' ' . y : • t ' t • �+ ' 1 . . ! � : � . ♦ : .r i � � ,�• , d� '� , �. • , y� • F • � � � � > 2301 BLAKE ST , STE #100 ' DENVER, COLORADO 80205 0 I I i I I I I I I I ,:� I I I I I E��O P4� I I = I I I I I I I I I I I I I I I I I I I I I I I I I I I I 303 861 .8555 F 303 8613027 ' II ii Ii II Ii ' I II II S=�o P�F II II Ii II II� II II Ii � II II II II � II II II I I I I I I I I I I ', I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r' 0225 MAIN STREET UNIT C101 � i I I I I I I I I i ;:> � I I I I I I I i I I � ; I I I i i I � I I I I I I I I I I� '` I I I I I ' '� ' ' ; EDWARDS, COLO�,DO 81632 Z � I I I I I I I I �J ; a I I I I I I I I I I a =, I I I i I�i a l I I I I I I I I U �i I I I I � � 970 926 8960 F 970 926 8961 � ii ii ii ii °-ii ii ii ii ii ii , . � ii ii i°r ii ii ii ii if 4- ii ii 4� ' _ � = II II II II � I • . � II II II II II � .'• II II � � II II II II I � � II II � � : �w t� ii ii ii ii .ai •, �o ii ii ii ii ii .o � ii ii ,oii ii ii ii iw �b ii ii .�d �o � Q c1� '.� cn cn � u� u� cn u� tn � � , :' ; i � � i i � ii � � � ^ � - I I i l ; ' '• I I I I ' ' '� :� - - - - - - - - - - _ - - - B _ II II il II II II II II � II � II � � i II II � il � II II II II II II II II II � . II II II II II � II II II — — �o ° ii ii II II _ ii , a a ii ii a a a � � � � j s � � � � ^ ! 1 � i ^ i � ii II 4 II tructural c� co m m r� I I I I C o n s u I t a n t s � � Q" 6 � — — rr — — — — — — — — — — — � „ � � � � i � ii � � Incorporated � � II II ii ii � � 3400 E. Bayaud Avenue #300 II o II II II II '- ` � � � . > Denver, Colorado 80209 � I �k �L� � I : (JOJ� J99— � 1 �4, FA7� (J�J� 333- 9�01 � � ( I I Sk1 7 PUF� I I ' Email InfoC�sci- denver com I I i E � i � SCI Job Number: 04- 187 II � II �f P4�F II s �O ISSUE/REVISION DATE NO. II SF� B� P�I-�f II 1• I I I I I I I I CD PERMIT SET 010CT07 � o ii ii ii ii � _ Jt� � � � a STRUCTURAL CDS 01NOV07 I I I I I I I I I I I I I I I � I I I I I I I I � I I I I I I I I I If I I I I I I 4 I I I I � I I � I I I I I I ! `. �� D TOV RESPONSE 12DEC07 Qj II II II II II � II II I � II II II II II II II II II II II II II II � � II II II � � II il �' `� W I I I I I I I I I � I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I � � I I I I I I I I � � � � :`• � CCD #10 24.1AN08 Q II � II II II II II II I II II II II II II II II II II II II II II II II II II - I I � I I I I I I I I I I I I I � I I I I I I I I I I I i I I I I i I i I I I I I I I I I � � i I I I I I � � I I I i 'O TOV RESPONSE 11FE608 Q II II II #d � PLF II II I � II II II II II o II II II II II II II II II � � II II II II II II ,x I I I I I I ��1 715 PLF I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I ` CCD #24 23APR08 Q � � '� � � • � - E CONSTRUCTION DOCUMENTS 08AUG08 il II II E o� P F II II II il I II II II II II II II II II II II II II II II ' ' ' I I I I I I S � �I� P F I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I � � I I I I I I ; � TOV UPDATE SET 10SEP08 il II II II II II II II i II II II II II II II II II II II II � � II II II ; , -� I - - - - I - �- � � -J - ' - - - F II II ! II II ! II II II II I II II II o II II II II II II II II II r� II II II � II II II II II II II II i II II II II II II II II II II II II � � II II II . II II II � II II II II II I II II � II II II II II� II II II � II II � � II � II il � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � II � � � � � � � ...�..�. � ..� I I •A - - - - - - - - - - - - � , - - - G �,p,p0 RE�js I I �p . . . . . . . .. T � � � � � � ^ VO ��QH ROY6,9,9•.�,pF I I o I I I I : '� : ° m , � ; ; � � � � II II � ; � ; : . ' �• • e . , . - - - - - - - - - ' ; - - - H o'r '• • . . . . . . .•���'``�. I. EVEL 1 � � � � ► � � � : s,o���� E� � � � � � � � � : � ° � - �� -o � - ENLAf�GED SLAB PLAN AI�EA 4 ,��=��-o� o ► � � � � � ► � ;� NOTES� , , � � � I i I I I I � I i , ; , II II II II ;, 1 . RE� S2.11 FOR ADDITIONAL PLAN NOTES. I I I I I I I I '� 2. �� INDICATE DRAG FORCES TO BE APPLIED TO DRAG BEAM CONNECTIONS AND PRECAST EMBEDS. � � � � � � � � � 3. FOR STEEL CONNECTION TO PRECAST RE� PLAN SEGTIONS ON S2.11 . Q � o ; O 4. FOR STEEL TO STEEL GONNECTIONS USE SNEAR TAB GONNECTION SCHEDULE S-2 ON S1 .00A U.N.O. i 5. DS-'X' INDICATES DRAG STRUT CONNECTION RE� SCHEDULE Si .00A. 6. 5-'X" INDIGATES CONNECTION PER SCI-IEDULES SNOWN ON S1 .00A. i � i � � E ' 7. OINDIGATES TOP OF SLAB AT NIGNER ELEVATIONS. � 8 �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM), RE� SNEET S1 .00 FOR STEEL o DECK SCI-IEDULE, AND ATTACHMENT OF DECK TO STEEL FRAMING, - - - ' - - - - - - - - - � - - - . J o a o � o ii i � ii ii ii ; � Q9 -�=�� INDICATES SERVICE LEVEL DIAPNRAGM SEISMIC SHEAR FOR TRANSMITTED TO PRECAST WALL -� _ _ � � _ I I _ I ( I I _ I I I I _ i ^ l �i � _ _ _ -� i s -�ocx I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � � I I I I I I I I � I I I I K 10 -�--�- INDICATES SERVICE LEVEL DIAPI-IRAGM SOIL SNEAR FOR TRANSMITTED TO PREGAST WALL I I I I I I I I I I � I I I I I I I I I I I I I I I I II II II � II II � II II II II I II II � II II II II IIE II II , II � � II II II II II � II II II II I II � � � � II II il II II II II II � � II II II II II II � � II II II II II II II II II I II il II II II II II II II II II II m J II II II II II II II II II II II II II II II i II II II I I II II II II II II II 'o J I I I I I I I I I I E- 00 PL� I I w II II It II II II II II II I II II � � 5�1}�75 PL� I II � � II II II II II II _ � I ' � I I � ' I I I I I ' I I I I I I I I I I , k � � � t . r ' T ' � ( I I !� — I I I I I I I I I I I I I I I � � ` — — — — — — : — — '• _ - - �- - - - - — _- - r _ _ _ _ _ _ L � I `' � 'y S �. '� ...: � � � � '�` � ,',,y r � .. (�, "� � � � , .. � � .. ' :.� = �+r1,—�r- � � ', �[ ; '. � ,� � , ,u� yi��[ � , •, � W ,l . O . � � ;,.;tn y „ ,�n "�} CI Q Q � ` :� O O `�J' Uf� Pl...� iQ 1D Ifl , U t3 � r� �-�, < wr ..Q � � , 1 • � r `'' tv , ,� °;, �tl un ,�:„ , �',; q p �.; tt - /�/� ! r� , n :. r,. r,. ::,, : r,. m .: w. l[� �p<�Q,� �r ;� m � . M '� ,'�Q q,� � ,;.� '��..sV �4..��«.e r» ;r � i «� �'P � "�} „ � � i � � � � � :i � Y �.� )'! i`l a , � . w � /� pl y^ e S.. 6 ^ � l � V g�:., �� ',,i+b; ' -5 / . s I \ �` 3 wt � ,, , U' :'�� �.y„ r X�z �.:' l r x�� r s � ,. -a,. . :s i`. r '.-+o +9" ^!. � y, . . " ,: � =�- ° s � s �. ..p. :: a ..r, . `:, �; .,. . . ? . � c...., . . �. :. , i :.. .. . ✓-� .SS.:q . .. .. ��.:,,rr.. .,;� . .. .., - �: �/� . ... � �/. .b2e 6 . /' < V i'.f� {... . . . a eh , ,. Y. p Sa rt _�..r ..:` U."t -� - .... .. :.:..q ' . . < < � � 1 .i .... � '+� . ...e _ ,_� : ♦ : . • .;.,�e' . . . .i . .. ' l<�.!' � .a. ✓ 'p Pnin. : _t. '.. . . . �.. .: . � � J i 4:.... . � � - . rr . . .. ' .:': 9.. . :y. ' :. '-.... ° �.. .. .;�' .rLC f.. .: � . � m9 d Ir� • � v.� s.i: , / ➢ r 4 3$ � . , .., , , ., _ .. : � . .'r . c. . .: � .a i�) .�.�!. l•� :3 Jm.@ I:. Y i . - f • .. . -. . I .. . ° � � � �: li' i > � ... `5.. � . !. � n• ::•.. a +' � .i.y :`�'. .. . , .. � 5 � � t i 'We . i .o.. . . '- :v$ .ii ' , t 5 0; .: i�M +w _ � t � t � , .. . �„�.,. ,.i.. ,.,,,, . ¢:,.. . , - , ;;. . . ,,_: - � ,<. .. � „ ., F ; vzr Wa � ,,. , . �� . r. . ` .a � :; , M � . � � . . � . ,.. �� ;� _ _ _ _ :; _ _ . c C . � . F � � .r r:! v' ...... .! ; . .. ��• ' -- : '° .s:i e" +?til e. :c . .+ • . • . . . - � . <: . F'• �'i . .; . ; F .;' r :<,.: `1 .. , i , .,. . ,:. _:=, ..�. :' (. x. 'dy� . :. . , i!.:: .n,$.e . P £ rv, ,J� „ ,. . . . � . . _. .. .�: , ;, .< .. .: . . :'%; ... n�.. %a� :.. " ,� ' ..,,'�. � I � (£ f. ...2 r tii '� '. ..y., .a . :i.r. - ,. . , - _. , .i s . - - ,. .,. , , ;,:., :>.:�. c „ , . . ,, .,� :� .�: . . , , ... ::, _ ,_„� ,., . ..« ..� t . , . , .,;, -i . ,..: , _ ;, .,, , . ,..,,_,.: . ... .._ .,, .,.,; „ . � , <. . ., ., , , - .,,. . . ..,..., , . - . ,,. ,_ , a. . ,., ,...., , ,_ - ,. . ,,. �. . . .:p�. , �ki.�..;� y. '-r m 1" � 1 . �. ,. . . . , . . .. . ,_' .,,: .e.... .,' � .. .. �Mi, ., . . ,.,,,.. e. � . . i . .. . . '..i. . . . . i. .n ..c � � .. ♦ A , .'ry • ..�,. Gi e a . ^ !:: . " r.: .y Z: ` .., , , ., va.e ., r ._ r ., - ,-, . , , , .. ', ... 4 . .. • _ _ �. ' . , .. . . ... . r, . Y s ., .r , ,� . ..::. ,.t -� u , , -- ..,,. .......,., i . ..,.:. . - • . • . � . . ♦ ♦ . r.:: , ., Z .w . ._ . ., . .:.,a.. ,:,-: . . . � . a . . .,.... . �..:.; ,nu- ,.. , . ; . i?< -,;.:. .,. ,.. , ., . , .,F, .,. ., , _. . ,_ „ , ,,,, ., . , , , ,,.,.,. . .,:.:.e , a a . � . e '. r ' <: , , . , . . „w; e a .e-.. ..r.,. . . ,. :.,,. : -� } „ . .v,. � „ , _ .., ., . ,,,...: ' .... , ; .,...... .�br . , . ...,.,�.. � , , ., • ) . . • . � . « w .., �..;� ... , .,. a. � ,:.. .,,., . � ,. . . . . „ -- . . . 0 , "�__ . . . .. . . . . a � _ . � , � .� ��7 0 0 y . � � _ . . � . . . . . . . � �� . � , ., ,<. 3 .. . „ .. ..�. . t . ,,, . .: : � , � . , .. � � � t � , �N - ,, „ .. ., .. ._ , _ . _ . � . �. ,,, , . � ; � ,�� � / .�;-: s 4 . , _ , . ; . .. .._.. � . _ ..,i, < fi .,_ , „...:.�. .� , ,,. , „ „,,. ,...,..,. , , ,,,. -, , . .. , ,. ...r , w. . r � . .. v .n .[P' ... % . Y . . �...a r.a ..a. ... . " - .i:.. .._. . ..... .K . . ': . .:- .. . v.. a .. . ...r:'. . .. ... . . y�. o > . .. . . . . .� . i . i . p:. . i r -ia� . . �i. i . . .. � y . . � .. . nx. j� 4 ✓ � ._ F .. � " / . . . ....i. ..i . v . . . ' ...a .... ' . :! . .. .. . `.o. . ✓ r:;r'�/ ri� � a . . ''.; �e4 Y o . M . i... ' :'. ' .: ... .. .. � � • .](. /.9, . ., . . ":. . .: . .;, ::., ;'. ...,. . . . �.x , . :. . � : " , , , - ,:-.. p,. � > . � � „� 'rnv.ar ... . . ' .. . , a .. - .,.,, .: . „u .,,, i.:S . . .: ,x.. - .r.. .i ,.. ..� � �.... .. >; ' . , �, .e � � .i � ' _. , � ..rv . ' ..r.. t .. � :. .::i. a � ... "� �'� v i . . .. .. <%v . 5 ":L /� � i l �:� � � „ . . . . . / ., . .. . ," _. _ „ : . ��F. e ��i ✓i 5. .. 5h � � � V O �. ..iYv . . ;�r ..,.. ..�..r.. ,� . ..�..r. � � s • �('y. �/� � � , : , - ,; ;'. < �., - .'- :, .., . , . . , -' " � r' �, ,;,:� . . ��:� ., .. : ; l, ,: . . �i '' `, ,`;, �/� ��'.i '� - ; .:. ;,: � .. p. ,. .. .I . . - � ,,,. . , ,: , : .y ', � ' ,_3. . , . . . ... ... ..r .:. , . .. . ., , . � , . r.i _ .4;--:; � e� a � „ . ,,. . . .� ..,, .,.._ . . „ . . ., .,,. . . , . . . ,; , : ; z , ;... , _:.: , , ,. ..,. , ..:; .,! n s . . , , .,,: .., „ >. ., ,�.. .,.. �, .:�.�. �.� .. , _» . , . ,, ,. , ..:.,. . ,,, .::. �.. i .F , ,.e�. �.. ,. ,. _ -- ,z.'.. � _. i �� �. � ., . . .. . .if ..r a . . .rr'. . .. •l ... .�i .t r . i. . . .:.. it. . . i.. .:. .S{ 1 . .. .. A{1 . . ii . . 3r � i . � .. .. � . Z i/ V . ! , ,;i .. a. ,. r ...:+ 1 . - . . .,_ . ,. ,,. ., t ..... . .� , .. ,. . .,.., . �.. :/ s19. , .., .. .., ., „ .r, .,.: ,. � . „ -„ . _ : . , . , , .,..y,.. .. .,,; ._. . ,., . ; .,_� i;,,,,: . , ... �� � , �,. ,. , _. . . , , , - �'. , ,. , .... . .._ .� ., ,. : . ..x�... ..� ,y. �, , !; � �. .f,:, ,.,, , ..: , ,. , _ ..:,, - . .,.,, - x' ; . :,}.,,. „ , ,,. . . .„�'� ,� .. L....,. .,_ _,:, . .. - ;r , �;� .,. , ,. ,.. r . , , , , - - . ::,. ;" „ , . . � ,,, .,::.,. ���� ::-�, ,. , „ �, ..,> ,. . .. .: . ., . . . j'� . .,,. , :!. ,,,,;.. », -a:, . ,, .. ,,:,. ., .,. ",.;;5.•, , , : . e �.. . .. e .. y, , ; iry • � . , :, m Nv � 4r � ;:- . ,,, .! . , v.. '.ri � ' ` • �, : .... . . � . . . „ :_;, , - - .:. .;: . , ., „x , . e 'a.. ✓. J, r:�... ... . ,,.::.,.,,, <;; : �, � ' .i. i,. ...- ..., .: ..... . . �. . L. . . / t w5 ' ' . . ::, � - , : . .....: .. � . ., a , e ._. . . . . .'S,. r L.f v. r � .� r � _ �S uj: = [4 > � a � � r , Q , a�e � N e 1� h iyV nZ, a . � �"v S �1�.4 d` �A \ � � G - � yi p' K SPN � ��'.. I° � � . . . .. . r. .. ♦ ! Y... �S. . : G ., a, i. . ''.'r"_ .. .. , .. l:l, t . . . X ., f /°. �� b J. � Y � � Ri ">3m `%� �2n. ... � f � � ^ ` . ..: . ,:,. ,,. - E � s t� Y. v 1 E a` .cS Ym S < Y � kv ''. L � ���, X. Y P ¢ . . . ... , '- . . � '1 '! �:�,' �p v ,n , �� tt� d � � . .. i'r>. . � t , �.v1 . 1 Y� � � a � „ I ln #� . t S n a.W f �s.F � �� .. , . . .: . v ' . . . �, . ; �. „�,� -, , , , ,. .. „ .:• . ., . .. - ,x , ... . .z, _ 'i m �. ,< i �✓ 1 � , ., , ,. i . . ,.''i , ::. ; � , ... ' ' . ..c. .. �? ' •r-^ ■ �, ,°'.: 4' i'<'S �r@^ � . . � .� . ,.. n t,Y �" a �� ✓ � .. . � :s- �w�x ;�, a ,,. � �; . ;: , ,: „ . . . ... : . ,- � , , � �, ,. , ,. �, � �•�. , s r��; ,. , .�• , ; _ _ , b .t,. , ,_ „ �; , ,,. ���. � , ,, , ;� , „r � ,. . . , � . ,� � ... . , . .., ,. � ,. . , . . ... � r _.< , : Y � .<„ �, „ „ �.. < , � .� , ,. , ,y �.�' s >�; s �, , . �,, , ,. , , , : �. < ,<: , ,.,. . . , ,.� , , '; , ,., ... _ ,� s �� , ._ „- .,.,, , < , �. ,.. . ., � ; �-� , �..� ,� . .<. _. �„ � _ ,.. ., , , , , ,. , F,> °a r .� . , z . �« % ..:• � r. .,. �. ,. � z , , � J � . � ...�. . . _, _� .. ,,� . � > . � _ _ . , , .. , � � . � . _ � �. � , . � „ ..t , �� � , � ��.� . , , . � ,,,��� �; ., , : � �. ���, , ��� :� �:a � � � , � � � d , � . � , ,s ,. , _ ° �. � , . , . s-� , �: � � � . � o 0 0 � � : � ���: . r � . �- � : � . a �� �r . � � ..� � 4 � �� � /� , , � ��� � wa J ��� i . a:� � .. � .; .. . .. �q� . .. ':. .. . . : / - �. i. R .a . . .. ' r.i u . .r � :r :< . • �/ J � U : . � � �, � ._ , y f. �< � , � � ^� � � s �/ / � �� . . . . ,<: ., , �¢ a�. , N u _ � E _ � � � � � . ,. � , ' � � — � � '� � _ — — — — , , ,_ . , �.� , : � , � , . , ., ,.>. . s w � �., � � � , , . P .. , � , _ .. ., ,. �., >.: , s � . �, �, < �� _� . , ,, E� S �1. ,z� < H�� .�, � _. ;.; ,: � ,.- � , a;.r��� � � - , F' , °3: ` "1 ' , . ri , :, .. -: ,, t , �. . , .,, , , : , .-�.r ; .� ' � r . . .: , ,�. .E - , �a. ,., . , , ., .;_. - . :'S . ., � � - , _ ,: � . .a,, _-:, ` � ��� W _ „ , , ��� � ,. z 5� . .� , � � , � : ,. � . . Cn � e - Y a � :, ,�- e , ... - :. ., � g - :: . � - ' <. p.. ..,n .: . • . . . .. , � . . � � t -, . ,.: . ... .. " . ..¢ r . � . ) ^ - . , : . . .. : „ - _ . ., .., , .�. . - t • r , . . . � , . .. .. . - � l, ., . ' n� , „ ' , _ . '. ,, - " -... ,. - , . . , ., . _ ,: - .„, . , � ,. F,y, t. . n � - p . +, . �l � , , �. A _ � r y, ��.� � � � . s Nrr++� ��� . . ,,, ..: . , , � � ; -� , � , ,. � ., � � :- , � , . . , ,t� '�t " -„��� � ( - � � a , �� �.: � � � � n, s; . s � � �`r. t �. � ,„. . . ,_ ,,,a .. K'- • � s r � e.. � _ , - .,_ " . " .( z a �r' . i�. ,.` i., 'i , � � '�.. ,. ; ..i � . , i, , , .-•... ,�" - ,., „. -_ ,; .. : *. � „ � �t , r �j� _ Q � � � }t _ ^ � (� s � � .: �s � , . �. :, � ��h / P`„ Cb t Y� '�Y �� J �� ��: � ;;, :_, � ; � ; :� . � . � ; ,. .. ., ; � .y„.r , < , ;� .. � ..� . . , , ' <,, ,,., , . r ,� r,: ,; s' . ; .. . �.,"_: . ,:,r,:• ., .u„ ,P.;�„ e< ,.-t.% � ,�;.. � , , ,. ,. . - .., .,, .. . _ „ ,,,,.; .,,,. ; ,.:: . .. .. � ;" :., .. ": � � , ,.. .,:k `,'x � . :, ,: . : ..J, • � . 'on.s. r .,, :�.:� F;,.,„ � y . i " d , _ .. . . i r. .s_,�� :. r , . , . ,s.:,., y.. .. X. ,,,, . „ ' ,.:. .: ., +� r.. 7� .r- :.. -=t£ . ,, : 3 '..I ,. �.-y� ' 1� .._ ��.; , .. , . . .. - � ,'d;d ,, • ^ ' , � . �.. ., n ., . .,, ,,.. .. -., ,.,. ,. , , . :. n ,. , , .; .. . ,': . , , ., . ,: QL .. ..� �• y . ia, � : , ..: ;,,..., „_ ,,,' . < "; ,,.. � , . , . ., ., ..; � , . .- n , �.:,y , � � r ..,:_.,: , , . � : . 1"� .. A,,, . P ,3� � r . • � , . .,.` ., _' . _ +r.. ' ..o. . ,:: ... _ . r . .ii .. . Z :i:'.� . ' . . - ..i ... ` �.. A, , p. . r .: . . u � ....i: r . .i .:: . .-!. a £ '.Y r � i.� v .'.� � � . i " .,�':i� e ��i. n1. d. •.:N � S • � ) 6.. J c ' k f J K -� O , ,r . ,.. � � � � � .. , , „ ,� � ,-�� * �, <�.„' � '� .;,�� , r - ` � �' , ; � ; �,. - � -_ . . � ��; ,.3� �: ; „ , , m t , � h �. k' � ti ' "d l 3r �t�. dv: � . . - .. � r.a.�.- ,��e' .....a._.� S:i. ^.i � ' . . . . ..� •! : : -" .• . ( � � Y ..,, b . , . ' . .. � � �. a .5! k . n :! . 5 .. �n . �� �.� - � t ! / � � A ! � �?Y f 5 � ". � ., .. _ . -,. , . n ' i .. ; „ , . . . :. . , ,! . ,.., ; . . F � l _ + 3 , , � , .. , .. (., s .. .. ' , ,,. -. , . . .,., ; � t. � .. ,/' . �� E ••�Y �.�- Y • � � � _ .,_ . . . , „ . . . , . . . .: ✓P . i6.P Au - � - � f. 1 � �. � l ♦ � vf , ✓r /^� i rr x � „ , .,, . ,. YIYM� fWW�Y� - , . _ tg2 �� ' Fr � .. , . .. " �' ad� - , t,/ � '� x r� � j �. � x 4 r .� .: . s,w � � � � �. � � � E E 6 { � -� [/�, i � ' 1 p . . , . J, �.�. ';4v y � ,�;" r 'r ' // � L _ � V � � �. � � . , , d � r � �'�'� � f' :r 4 .. L/ �� k � fi P l y " Y /` f. ��" t �) 1 � P. � ' t ' % . .b' :'�� 4 '( . ... 'Y ✓ 1 f � �- ra n w �,r � � P g 2 "' +r, �r '�� 3„�" E � ' ' � �7�^ • �� [� .._ ' , � .. i ✓: , a s •�'1.—I "I � k _ t7 ��' � ! � � , ' ,.a , , ,;, .. : , �� :1, .<s`", l - .....�. _. __ _ _ _ �_�- -. ._' _._ .,.,..a..�. >, ., - ., ' :.�� ■ t ' y.' �. ?i%'� �yy � � . � e.. . , . .a, . .. ' r. � %�i . . .. L � e y J.. �1.? 1 � > � ... r.. , .� ,, r - :e . : .. . . . . . . . .. i- , � � � � . ,. . >. ,, � . .. �, s,'. . .,... . :; . , . ,,,. ,, :u r, w,� . . � �- . � .�s. - Fea q � .:,, � � !fk Tf _ T '-�' � I ' � . � h: � % .. ':i;'/''.. aY.� i v=u ,�:,.. & � � �* � � � �� { l «,ft ".� , £ . . ° [ . � . � � • f b � � � - � w'�. � '�Z ! ..} i, `' � -v"V .��.: � <, �o� �r 3 , � / i. � a� �. �t ` �t �t �t �t �:: y� _ �;. �d � .� �[ v:;�5t � jl �t � � �� =.�t E Zi 22 23 24 25 26 27 28 OVERALL 21 '-10' 19'-1 ' 19'-1 �/a 23'-10' 16'-8Ya' 19'-OYi 15'-3Ya 7'- 4' GRID TO GRID � 0 � � � � QC'Chlt tS i ; °` I1 E 1 1 I 1 � i � 0 Q � � ' W O[ > " c9 O +� q ' . w ' Y. l a , r fy r � 'y * � • �t � . � y ; .' s . . f , � . � . ,t � f . � 1 . • �� . 1 „ s1. a > � . � } • t ' T • �i ` t . . I � cs i v t � y' fi t ,r �, • r • � � � e ��, ' � '' � �° ' � 2301 BLAKE ST , STE #100 '� DENVER, COLORADO 80205 0 I I I I I I I I I I :• I I I I I I I I I I t .:, I I I I I i I I I I I I I I I I I I I I I I I I I I I I 303.861 .8555 F 303 861 .3027 ' Il II II II II I II II II II II II II II Ib II II II � II II II II � II II II � II II II II II � I II II II II II II II II II II II II II II II II II II II �r ', � I I I I I I I I I I ;� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' ' ' ' : 0225 MAIN STREET . UNIT C101 , EDWARDS, COLORADO 81632 � Z � II II II II II I II II II II II II II II II II II II II II II II II , 970 926 8960 F 970.926 8961 I, J II II II II II � I II II I1 II I1 °> ' a II II II II II II II II II II II II � : v , = II II II II II '_ I II II 11 II II '• II II II II II II II II II II II II : -r� ! � � � � � � � � � � � •: � � � � � � � � � � � � � � � � � � � � � � � � � , � � � � � � � � � � � - Q •' � `• ' i i i � j � ' II II � � , = � t II II ,�' ,. � , I I I I ' ` !, - - - - - - - - - - _ - _ _ B I, � II , II II I � � � !, II II � II , � � II il II II � � II � II il II II � II il II II II • ' � I I ' I I � }• � I I I I I I I I I I - - I . � � � � � � � • t ;O II II � � � � ; . II , II II II II , � , , � , � � � � � � , � � Structural " " Consultants - - - � � - - - - - - � � � � - _ _ _ � „ • � ated � Incorpor II II II ii ii � 3400 E. Bayaud Avenue #300 � II II II II ' �> Llonvor, L`olorado $ O `100 � I I (303) 399- 5154, FAX (303) 333- 9501 � I I ( I I I I I I I ' Email InfoC�sci—denver com I I E � i � � SCI Job Number. 04- 187 II � I I I I i l I I ' �O ISSUE/REVISION DATE NO. II II II II �• � I I I I I I I I CCD #15 18FEB08 ii ii � i i � � ° � Q ' CCD #24 23APR08 � D CONSTRUCTION DOCUMENTS 08AUG08 II II II II II II II I � II II II II � II II il II II� II II II � II II � � II ` II � � � � II � II r II II II II II II II I � II II II II II II II II II II II II II II � � II II II II ' ' I I I I I i I I I I I I I I I � I I I I i I I I I I I I I I I I I I I I I I I I I I I I � � I I I I I I I I I I I I .,� TOV UPDATE SET 10SEP08 II � II il II II il II I � II II II II II II II II II II II II II II � � II II II II � I II � y I I , � I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' ' I I I ' I I I ' I I I I I I I I ' I I I O � � � � � � � � � � � � � � � I � � � � � � � � � � O � � � � � � � � � � � � � � � � � � II � � ( � � � � � � � � � �x � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ( � � � � � � � ' � . . . �- . � :- - - ,. - - • _ - - - • - - - E . t � � � � I � I � I � I � � � I � � � � II � � � � � � � � � � � � I � � � II � I ( � I � � � i � II I � � ' II II II ( � II ' � I � I I � I � � � � I � I II � I ' I II � I II II II ' I , II II II II II II II II I II II II II II II II II II II II II � � II II II �' `n -� � _ _ _ - , , I- �- -I � - - - F II II � II II � II II II II I II II II o II II II II II II II II II r� II II II ., II II II II II II II II I II II II II II II II II II II II II � � II II II . II II II � II II II II II I II II � II II II II IIE II II II � II II � � II � II II � ^ � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � II � � � � � � �o I I '; _ _ _ - " , G I I � � � � . p���' � oo �' '•sTF I I P , . . . . G/ � � o � � � � . � v;��,eN 69,9•9F � ; ; � � � � Ii II � 't c0 ' � �� : . � . , ', . 9 ' Q - - - - - - - - - - _ _ H ' '�. o ' .•���, II II II II , � ' • • • • • • • ' II II II II • ' S�ONALE�G G�-�o - o� . II II II II II II II II ° II II II II ': LEVEL I ENLARGED ' ' ' � � � � ► � � � � � ► = _ � � � � ► � � � � �� PENETRATIpN PLAN AREA 4 � �=, �_o� � � � � � � � � � � 8 0 ,. a NOTES� 1 . RE� S211 FOR ADDITIONAL PLAN NOTES. 2. RE� S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. � � � i i i ' 0 - - - - - - - - - - - - ' - . � 0 0 o O ii ii ii ii ii k m , � _ _ � _ II _ II II _ II II �_ � � II II II II 11 II II II II I II II II II II II ii II II II II II � ^ K II II II II II II II II II II II II II II II I II II II II II II II II II II II II � 1 � � II II II II II� � II � , ` v II II II II II II II II II I II II II II II II II II II II II II � . II II II II II � � J II II II il II II II II il I II II II II II II II II II II II II ` m II II II II II II II II II I II II II II II II II II II II II � � II II II II II II p � II II II II II II II II II i II � � II II II II II � � II II II � � II II II II II II II II II II II II II II II I II II •• . x . •.• • : •. : . _ • : , . • r • • - > - II II _ _ II II _ II II II II II II � W " , * - - - - - - - - . > � � - - - - - - ; - , - - , ; - - - :; - - - � � w • � — G G G G " � T • � m � � - - - - � j A A H A A A I-a A A A - � Q � � - � - � - - � — - - } _ _ t ` - _ - - - - - _ ; - - - � � � . ; .� �-, 5,8- 2�_�Y4 ...- M cn � o r, ; ,, . , , . , : � . . � • .. 3 = ,\ . � O `O • O � ' � � � E iE ,. � ` A A A A A A � A N N N A A A � _ _ _ ^ - , , Q � m t = �o � � ' � � �O � � . A A � A A � � � - ' ^ � � - -- - ^ - - - - - - - - - - - - - - - � t� - - - n, Q � 4 , ^ i ' � � O W . � J � � � -� � p _ _ _ - � � �° � /� �- o o � , • • � E , V J � /� U � � v A Y vJ - - — — - - - - - - - - . _ - ,, - - - - P Q � � 2�-0• � LjJ — C1� s � . _ � � -o � — — �. � �" � � � � � � Q � . , , � � r- Q - A � A A A A A A N H N A A N A A A N A A N H N A A � . � - - - - - - - - - - - - - - � " '� N O ^ , i•, O � , 7t• • , I i � . ; i i i `�� - - - - - - - - - A A A A - - — - - _ C� § T_ � - `. - - - _ _ m - � � � . - - - ` � ° � - �� s �v � � , � •_ —� n r -- ., � i � A A A A A A A H N N A A N A A in A A A A A A A � � 4 � � o � � $ � � - - - - - - - - - - - - - - - - - - ; � � L4 . � _ _ - � � , � � � � ► � N �._.�....�__._ __ ._s � � _ � � ; , . � R� - - - - - - - - - - , - - - - - - - � � � ' � LEVEL 1 ENLARGED m �_ � � � � . ���' � E � � � ��° PENETRATION PLAN � - - - - - - - - - � - - - - - - - s AREA #4 �� � � ' � � I , `- A A A A A A A �O A A A A A A E A � °° - - - - - - , . � 4 - - - � - - - - - '� � � � � ^ PLOTTED MAR w r W � , ' CHK'D BY JRB � •; , � , ' " COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCFIITECTS � O � 2 3 4 SHEETNUMBER > ' - _ t � - ' .,. - `' - ' - - � _ I i o _ _ -N ; . � MATCNLINE S2.11B � T Z � . � . . � . . � . . . . � . . � F - - - - - ,'�� - , - • � • MATCHLINE S2.12B � 5 ' � e B e B H .� H J o e ,; `` � D . P .A. PROJECT # 06232 . 00 y SCI PROJECT # 04- 187 � O � U � LL . N N a � � � - � ' ' ._ � 'r' � ATCHL I E 52.1 ^ � .'- � : , � MATCNL I NE 52.11 • . . . � . � . . � � . � � . . � . . . � � . � � � . . . . . � . . . . . � . . � . . . . � . . � � cn ATGHLI E 52.1 � � MATCHLINE 52.12 � : : ;. r-, "� �. W � � � � � � � v v v � � � > " • n- M .� c'� � tn .-. tn � � � crl .. � � �[7 � � U� � Cl Cl u� � � t l � t^Cl tr1 � � ' O � � ,� N � N � � � � � N .� � ,� � ^ ^ ^ `� cn m c"^n m cn m �n m �n m in m �n m �n `n �n in "� u� �n n u� n N � cn m c"'n m N `'' w S I M u�i � � � � � � � � uw � � � uW uw uW uW uW uW uW uw uw w uw w � W m W m W � W � W � 15 11 w w w w w w w �, � m � �, _. �n � � � m � cn � �n �- m n- �n � �n � cn � cn � cn u� ►� � u� u� u� u� �n � � O -- O _ O -- O � O O _ o r� a w w w c� a m � md � d ma m � � a m � ma. a � a a � d a � a � � � - - - � x J x J � x J x .J x J ic J x .J � O � � � � � d - O - O O O - O � - O - O O O .-� O O O in0 i �n0 i � O � O O x S60 i 12 i � i ;N �o tn �o u� �o u� �o �n �o u� �o u� � cn x -� m p m p m p x J x J x J x J x J x J x J x J x J J x J J m J m J m J x J x J O � W36 X 256 6.00 ;• ' ~ . m �- m -- � -- cr� �- m -- m -- ,r� -- �o tn x J x J x J �o U� �o �n �o ul �o cn �o tn �o cn �o tn �o ul �o cn tn �o cn tn X cl� X tn X �n O cn O tn v 24 x 5 ' � 3 � 3 3 � 3 "� v � cn � cn � cn ch `" r,.� _" ',� '" '`� _" m '" "� _" "� _" "� `" m _" ``� `" o �o �o v -� v -- 3 5 � N � � � Q rC � � l. �S 3 �n m -- � 3 � 3 � 3 3 � 3 3 3 �n m m 3 3 - - - ; � . � � 3 � � RE S212A FOR STEPPED SLAB � { 'cp 'v Q EXTENTS AND _ _ ;; " CONTINUE EXTENTS OF � -p � OVERFRAMING FOR '• ' LOWER DEGK FOR FULL � 5 � SLAB SUPPORT � STEP ; '-" ' ONE WAY DEGK SUPPOR 5 ^ m � � ' � � ' � �O W36 x 25 » � PREGAST i � DO NOT CUT LOWER DE K i . _ _ r _ _ _ _ _ _ _ _ _ _ � WALL `� _ AT ANGLE _ _ _ - - V, - x 55 x 55 � W24 x 55 2301 BLAKE ST , STE #100 • Q N r . , ! . ` � � DENVER, COLORADO 80205 � 15 RE� COORDINATE PLAN v 303 861 8555 F 303 861 3027 W24 x 55 W24 x 55 W24 W24 W24 x 55 , , . . X 55 x 55 S �� WALL PANELS F PRECAST O a � 0225 MAIN STREET UNIT C101 � � � ;o ' � � � `� M' T O W. � � � EDWARDS, COLORADO 81632 PG 45 �. �' = 106'-2' 970 926 8960 F 970 926 8961 - - - - - - - - - - - - - - - - - - - - - - - - - �/ i � 7'-O' 7'-O' 7'-O' 3'-5�/a 4'-OYa 7'-O' 7'-O' 6'-6 6'-13/a 5'-11Ya 5'-03/a 5'-OY2 3'-11 ' 5'-5%g 4'-83/a 7'-O' -O' 7'-O' 7'-q3/a 6'-25/a 7'-O' 7'-O' 7'-O' 6'-10' � - 5'- /e 7'-O' 6'-5Ya 4 -6Y2 4'-6Y2 7'-O' X � W � T.O S@ GRID V ,o � � ^ p = 96 -2%a' '-8 Ya W24 x 55 W24 x 55 W24 x 55 2�, W24� W24 x 55 Nu T.O.W 5 55�n x 55 �n � � � 56.02 � � � � � � � x � x � � REOCOORDINATE PLAN � � � , � 00 O O O � � uJi � cJn WAL L PANELS F PRECAST T P. ,� W24 ,=, W24 x 55 ,r, W24 x 55,=, 24 v � � � u x 55 ,n u� �n �n �n u� � 55 � W � � W � � a' v O v O v O � T.O.W. SLOPES AND N m r. � � x � 3 � 3 � 3 � MATCI-IES T.O.S. E i i i � � W � N � W24 -- W24 x 55 E i i i . � � � � � x 55 W24 x 55 I � W x � . 5 � � w O N � � I 5.0 ' . O - - - - - - - ^ m W � � _ � 3 � W24x55 - - - - - - - - - - - w Structural u � � � g � m � � � J e°n � � O � in �n � m � � 3 T.O. WALL SLOPE Consul tan ts i i '-' m ^ i W m x J i i � � i i � i � Q g � tr� `-' a. AND MATCHES T.O.S. 'm ° � � � � �° � � Incorporated E 5 ^ • ^ ,-, ,-, ,� � N � W m 0 x J cn " i � � v v ^ � ^ O O � O � m W� X � � � � � 3 I � 3400 E. Bayaud Avenue #300 � Denver, Colorado 80209 ^ ^ ^ O � � � u � 0 � m � � O M (l� M 111 � N 3 (n � v I (303� 399- :�734. FAh (J�J� JJJ- 9301 �--� ,--, .-. ^ p O O � � � " � ^ 0 � � ^ � -- Email Info�sci-denver com '..� u u I� .-. u U� (n (n Il.� � V l(� `O `D �O N " � u W r W � W � W � d N � N O m J � m � m " m " m " - - - - - - - - i - - - - - - - - - - SCI Job Number: 04- 187 Q- � � n" N O EN O N O N O x � � �j � � � � � m v � 3 3 � � , � � � � � � m � m � m � � � -- � 3 i � Q � i � � I i i i � m E R E V I I N D A T E N . m �- m � � � 3 I � CD PERMIT SET 010CT07 3 � � i� 5 i r STRUCTURAL CDS 01NOV07 , 6.00 I I TOV RESPONSE 12DEC07 Qj I I � CCD #10 24JAN08 Q � 1 I 1 1 1 I 1 i I I 1 1 I I ,� 2 I I N Q � I I TOV RESPONSE 11FE608 g , , i CCD #15 18FEB08 Q � 2 I I CCD #24 23APR08 Q I i I 55•�� E 1 � I E 1 � E I I f � I I CONSTRUCTION DOCUMENTS 08AUG08 55.01 i i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ Y TOV UPDATE SET 10SEP08 � , o� I ( � � � i i � � i i i i � � i i � , a o�p,p0 REG�s . , , . . . . . . , l , , , � �p��Q�, ROYS99,F9�, I I ' • � � � : � �� �. i i ; : ,o� �Q I t � 1 � � I � I � � � I I � � � 9°�•�c •. .•'�<t'� S�ONAL E��\ . I I ` � � � r �OV � � , -,- - - - - - - - - - - - - - - I - - - - ( - - - - - - - - - - J Z W i i Q d � i i i i � i i i T.O.S. VARIES ALONG E E i i i J � GURVING WALL, � -� ; I PROJECTED T.O.S. AT I � � GRID Z = q5'-6" ON � � o�c � � � �- z � I i � p � O J � � � Q Z � Z f E i � i i i i I i � i I i i i i � � � � W _ � _ � � t� °w t� � o H H I I ► � � I I � � � � E � � � � � � I 302'-2�s � � k I � { � � EDGE OF P/G WALL PANELS � 142'-O�'s 41 '-4' 118'-1 ' � GOLUMNS w ^ 27'-5Ye' 8'-10�/a 18'-3Ys 24'-4Ya 23'-t �' 18'-11Y8 5'-5Ys 13'-7�/8 13'-6Ya 5'-6�/s 21 '-10' 19'-1 ' 1 `1'-1 �/a 23'-10' 16'-8Ya GRID TO GRID > ~ �t ' , 437'-8' OVERALL W � � Z r � n i2 i3 �4 �5 i6 r1 �8 �9 20 2J 22 23 24 25 � Op _ � o O � oo � � 1 p �=, �-o- � a �- LEVEL ENLAC� GED LAN AREA 5 y8 Q Q � � - NOTES• J � O . � 1 . BOXED NOTES �k INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. Q � J � .�--- 2 � 4 O 2. TOP OF SLAB ELEVATION - 99'-9', UNLESS NOTED TI-IUS_ �x-� , RE� S2.12A FOR ADDITIONAL SLAB � INFORMATION 2Q ♦ /� � � ` 3. TOP OF STEEL BEAM ELEVATION = 98'-9' UNLESS NOTED TNUS• (XXX'-XX'). � V J 4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED TNUS• T�X�_� . T.OS. INDICATED IS TI-IE PROJECTED T.O.S. � J � AT TNE � OF THE SUPPORTING BEAM, WALL OR GOLUMN. SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED W � � /1 ON PLAN � �+ � 5. <X'> INDICATES GAMBER OF STEEL BEAM r y 6. PROVIDE 3/a ' � x 4' H.A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS� [XX] WNIGH INDICATES TOTAL � � � NUMBER OF STUDS EQUALLY SPACE N A 5 ALONG BEAM UNLESS NOTED OTHERWISE. � � 7. �� INDICATES STEEL DEGK TYPE AND DIREGTION OF SPAN (2-SPAN MINIMUM). RE� SI-IEET 51 .00 FOR STEEL J r DECK SCI-IEDULE, AND ATTACHMENT OF DECK TO STEEL FRAMING O 8. AT BEAMS BETWEEN SLOPING GIRDERS, MATCH T.O.S. O aw HE SUPPORTING GIRDERS. 9 T.O. PREGAST WALL PANELS ELEVATION NOTED THUS� . X�_�• . � 10 RE� SI-IEET S1 .00A FOR STEEL BEAM CONNEGTION SCNEDULE, SNEET S1 .00 FOR STEEL CONNECTION MATRIX, AND PLAN NOTES ON SNEET S2.OSA FOR CONNECTION TYPE DESIGNATIONS _ _ _ _ _ _ ��-- � it ��' INDIGATES A MOMENT GONNECTION, RE� 1 , 2, AND 3/56.00 r - - � , � - � 12 RE• S3.00, S3.01 , S3.02, S3.03, AND S3.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY � � � PRECAST SUPPLIER. ' � 3 j �- -- „ '� � � � ` , 13. 'SC' INDICATES BOLTED CONNEGTION AT STEEL BEAM TO BE SLIP GRITIGAL. ! 4, �' ' -� �' ' ` � ^ 14. GOORDINATE SIZE AND LOGATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECNANICAL � '' ` DUCTWORK WITN ARCNITEGT, MEGHANICAL ENGINEER AND SUPPLIER. o, � � , � 15. COORDINATE FINAL ELEVATOR 51-IAFT DIMENSIONS AND LOCATION WITN ELEVATOR SUPPLIER ""� �� � � 16. �► INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WI-IERE PARALLEL TO � A WALL OR CONCENTRATED AT A PERPENDIGULAR GONDITION. � 17. PREGAST DOUBLE TEES AND BEAMS SNALL BE DESIGNED FOR TNE SUPERIMPOSED LOADS INDIGATED ON TI-IE � LOAD DIAGRAMS, RE� Si.03. PREGAST WALL PANELS, COLUMNS AND GIRDERS INTERFAGING WITH STEEL FRAMING ARE � TO BE DESIGNED FOR CONNECTION REAGTIONS INDIGATED ON 52.08A. O° 18. PREGAST SUPPLIER MUST COORDINATE ALL OPENINGS REC�UIRED FOR MECNANIGAL, ELECTRIGAL AND � PLUMBING TRADES. LEVEL 1 ° 19. MINIMUM CONCRETE TOPPING TNICKNESS AT DOUBLE TEE FRAMING = 3', REINFORCE WITN 6X6 W2.1xW2.1 W.W.F. � 20. P�-x INDIGATES PRECAST GOLUMN, RE� SCNEDULE 51 .05. ENLARGED PLAN � 21 . �'x INDICATES PRECAST GIRDER OR BEAM, RE� SCHEDULE S1 .05. AREA #5 ? 22. RE� Si.01 AND S1 .02 FOR COLUMN COORDINATE PLAN AND SCHEDULE FOR COLUMNS NOT LOCATED BY GRID TIE. � ° 23. TYPICAL COLUMN BASE TO GIRDER DETAILS, RE� 51 .01 . ;� 24. Q INDICATES STEEL COLUMN, RE� SCNEDULE 51 .04. � 25. FOR ADDITIONAL INFORMATION AND DETAILING ASSOCIATED WITH OVERFRAMING AT STEPPED SLAB, RE� S2.08A. � 26. THE LAYOUT OF DOUBLE DT FRAMING MAY BE ADJUSTED BY THE PRECAST CONCRETE SUPPLIER PROVIDED THE � LAYOUT OF OPENINGS INDICATED ON TNE PLANS IS MAINTAINED. PLOTTED MAR o� W27. PERIMETER PRECAST WALL PANELS AND COUNTERFORTS ARE TO BE DESIGNED FOR THE APPLIED GRAVITY AND LATERAL �„ FORCES SE-IOWN ON TNE PLANS AND TNE SOIL PRESSURE FORGES ILLUSTRATED ON 51-IEET 53.06. CHK'D BY JRB Q28, W36SP'X' INDICATES BUILT-UP BEAM SEGTIONS, RE• SCNEDULE AND SECTIONS PROVIDED ON 52.08. COPYRIGHT02006BYDAVISPARTNERSHIPPC , ARCHITECTS a. 29. PREGAST TOPPING SLAB REINFORCED WITH W.W.F. 6x6-W2.9xW2.9 GALVANIZED, RE� 6/S5.00 FOR TYPICAL DOUBLE TEE DETAIL. > 2 3 4 SHEET NUMBER. ° 30. T.O. DOUBLE TEE ELEVATION = T X�-� (AT BEARING ENDS), RE� ARCN. AND STRIPPING PLANS FOR T.O. SLAB Q ELEVAT I ONS. > � 0 z � � 5 � ; D . P .A. PROJECT # 06232 . 00 � ^ SCI PROJECT # 04- 187 N .fl O � U i LL � � �. �- Yy�.� (M1 j �/ � � � � � � �' V aa� � �w _ _ _ :v . . . . .i� e r q _ ATCHLI E 52.1 A � r ' _ � ° - . _� � .. - — - - ° � - �;;� • , • MATCHLINE 52.11A ,, � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ' , � 9 � ��� � � ° y ATCHLI E 52J A � � � � � � ' i • � ' � �� � � � , , , , `� MATCHLINE S2.12A W18 �c 3v ' , , ��r ,� �q�'�,4"� � � � ' RE� S1 .06 FOR p� ' �� f ; ,� �: EDGE OF SLAB � ` � �—'� _ � , � � � O COORD I NATE '� � , , f � � � � � � � POINTS i.�. .wr. .. � `� "� � � �� _ � �a, � _r�8 , „ ��, �n _ � , AB �9'-� �� , � ' ,' � � � I � � � , . � �. ' Y i � , � `� ��� ' q'-b ; +�tl 'o- ' � � Archit ts ,�s�, ,� .�. ' .� � — � , � � - - � ; � � E = y ` � � . Q �l � - � � �(� � f � �{_ 4� � D3 �; � � ,.r.�, � � ."•,,m� ��-� •,' 2 � � F - m , � E ii ri ' 1 . � , � � � i � � � � � W18 x 35�' . - � — — — — — — — — — — — ; (qq =�F*� � � � -' � � - - - - , � ".. �� - U � � �_ ; .� �, . , . — — — - - — . � � �; ' r � � � Q 4'-5� \ 'M ;� � � � DENVER, COLORADO 80205 � � � 303 861 8555 F 303 861 3027 � � � � N O O i0 O p p � � O O O O O � O O O (� p =500 PL � � � � � �� -�-�- � � O O ; O � p � 3 -6��8 i � � 0225 MAIN STREET . UNIT C101 m m m N O O O O O O O O O � O O O O O � � � � � m v� � � v � co 56.1 u3 •_9s/4 4Q EDWARDS, COLORADO 81632 ^ � -- =500 PL � , c� — — — — — — — _ _ _ _ _ '� ' 970 926 8960 F 970 926 8961 � � � Y � Y O O O O O O � � Y Y � � �p � ^ �[ STAIR FRA ING ABOVE � v �n �n �n u� Y � p �[ �[ ; � �° �° �° '° `° `° � v v m N � `� O O O O O tO O RE� S2.18 � Y , � � O O � O � O O � Y O —� N ( ( � � ( � � � � � � � OF ch = . � � � �_ � v Y O N � Y � � � i I I 1 1 � 1 I � � �� � i . , � � � - - - - - - - - - - - - � - - - - - - - - - - - - w Structural � Consultants � � � � � � � � " ` ' ' ' ' ' Incor orated � � � p 'T 3400 UenBve���Colo�adoe80209 _ _ _ _ _ _ _ _ _ _ _ _ � _ � (303) 399- 5154, FAX (3�3) 333- 9501 _ _ _ _ Emad InfoC�sci— denver com ` — — — ' i ' — x SCI Job Number. 04- 187 Y � V � � � � ' ' go� Q�,F `0 ' E � � � � , ISSUE/REVISION DATE NO. �' ���� CD PERMIT SET 01 OCT07 1 � � STRUCTURAL CDS 01NOV07 O , TOV RESPONSE 12DEC07 Qj . � 1 ' p ! � t � � � � � � CCD #10 24JAN08 Q „ O , � � TOV RESPONSE 11 FEB08 Q � _ � � CCD #24 23APR08 Q , o CONSTRUCTION DOCUMENTS 08AUG08 � � � � i t i i t i � i i i � � O � TOV UPDATE SET 10SEP08 , - - - - - � o �' - - - - - - - - - - - ° - - - - - - - - - - Y � � � o o N � ^ o � ' � � � � i r i i � E i � � i i i u ,� o in ,o � � �. � '�. R� YSq � . F� � �c � � o �O � o�PpO.REG/ST�9 � � . � �' � � �'�'��,Q 9�- � • a- • o s� : ; � . . • . • • • � • 'w. • . 4. i i i � � i i i � i i i � � � A9 •FSSION A���G� —�—_. � _ _ _ _ - - - -- -_ _ _ _ _ _ _ � - - - - - - - - - _ `� �rl o -o g Z 0 o� . � � � � � o � � � � � � � � � � � � E � Q � � 0 � � Q � o O �' (V (V � � ll1 ll.� Z � Z i i i i i i i � i � E � i i � = � S H H a Q � � U � � � � � � � � � � � E � , , ._I J W � 27'-5Ys 8'-10�/8 18'-3Ya 24'-4Ya 23'-1 �' 18'-11Ys 5'-5Ys 13'-7�/a 13'-6Ya 5'-6�/a 21 '-10' 19'-1 ' 19'-1 �/a' 23'-10' 16'-8Ya' GRID TO GRID > � � . . � 437 -8 OVERALL n/ � II z � � � n 12 13 I4 I5 I6 17 18 19 20 21 22 23 ?a4 25 �p � � � � 0 � Op � . 0 Q � . LEVEL I Q �C � � . � ENLARGED SLAB PLAN AREA 5 ,8-=, �-o- _I w o w NOTES� � J � � O O t . RE� 52.12 FOR ADDITIONAL PLAN NOTES. � � � 2. f'� INDICATE DRAG FORCES TO BE APPLIED TO DRAG BEAM GONNECTIONS AND PRECAST EMBEDS. � � 3. FOR STEEL CONNECTION TO PRECAST RE� PLAN SECTIONS ON S2.12. 2 � � � 4. FOR STEEL TO STEEL CONNEGTIONS USE SNEAR TAB CONNECTION SCNEDULE 5-2 ON Si .00A U.N.O. � J 5. DS'X' INDICATES DRAG STRUT CONNECTION. RE� SCI-IEDULE S1 .00A. � � � 6. S=X" INDICATES CONNECTION PER SCHEDULES SHOWN ON S1 .00A. � Q � 7. � INDIGATES TOP OF SLAB AT 4-IIGNER ELEVATIONS. � > � 8. �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN {2-SPAN MINIMUM). RE• SI-IEET 51 .00 FOR STEEL � a - DEGK SCHEDULE, AND ATTACHMENT OF DECK TO STEEL FRAMING. � Q 9. -E•-�-X-► INDICATES SERVIGE LEVEL DIAPNRAGM SEISMIC SNEAR FOR TRANSMITTED TO PREGAST WALL O � 10. �► INDIGATES SERVICE LEVEL DIAPHRAGM SOIL SHEAR FOR TRANSMITTED TO PREGAST WALL � a � _r � ' _ o , .� r � ��=u� �,� p �'�s � � � � �; � � � � � � 5 � " � � � � 4 �'r "' . ' ..o..., ` - ... ._�,�..�,.._�_a..��_ �-.� .._.�.� � �4-� °_�_ e .. � .. .. � � � � � � � � � LEVEL 1 � ENLARGED SLAB PLAN � N `� AREA #5 � 0 N NI ti � � � � � PLOTTED MAR F- w � w CHK'D BY JRB F- ¢ 0 � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCMTECTS > � 2 3 4 SHEET NUMBER. � > LL � Z ` � � � 5 � D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 � 0 � U � • _ — — � • - - - , � � _ _ _ T � ATCHL I E 52.1 � _ _ N � . MATCHL 1 NE 52.11 B � . � . . � � � � . � . . � � . � � . . . � � . . � . . . . � . . . . � . . � - - - - - - TCHL E 52. - - - - - - - - - - . - - - - - - - - - - - - - - - ; - , - MATCHLINE 52.12B � A A A I-I I-I H A A A B B B B B B B � B J .l .1 J B B B B N -� N .1 � B >; � . A H � H A A A H H H H A A A A A A A A A A ;n A H I-I H H H H A A A A - - � A io A A A A � - - - - - - - - - - - - - - - - - - - - - - - - - R - - - - - - - - , � — — � — — — I � 1 1 1 1 Q I E 1 ' , � I E ?N . Q B B B B B B B � B J J J J J J B B B �_ J I J B B q �� � _ _ _ _ _ _ _ _ _ _ _ — — • � Archit ts - - - - - - - - - - - - - ;: � n � � J j { I � — — � � � B B B B B B B B B B B - B q > ' �� � , A A A A A A A A A A A A A A A A � Ain � � ' � — — — — — — '1 — — — — — — — — — — — —r — — — — — � — — T — — — —� — —` — — — — — — — ^ � — — — � ,-..' ' 1 1 _ R R R R .in - - - - - - - - ' - - - - - - - U ; P P P P P P P P P P P P P P P P P P P P P P P P P P P P i P � P � P i {-I R H (� 5 2) P � P f , , '' 2301 BLAKE ST , STE #100 R � , - - - - - - - - - - - - - - - - - - - (15Yz' �, DENVER, COLORADO 80205 R R R R R Q v 303 861 .8555 F.303 861 3027 1 , 0225 MAIN STREET . UNIT C101 � 11 '-10�/a 3'-Z�Z' 4'-6Yz Q � 6'-6' O � � � � � ' '-3Ya I �� ' ' � 9 0 926 8960 F� 970.9 6 896632 - - - - - - - - - - - - - - - - - - - - - - - - - — - - �/ � � � � . . 5'-8' 6'-6' � e .,� b ° � o E E E E -�p A � A A O � F � E I - - - i A A A _ � - - i B � B B ` B M � � M � M� M E E E E� i � � � I - - - - - - - - - - - - , - - - - - - - � , A A A A A A A A A F . , — — — — — — g g _ m — — ( N I i I 1 � I I i i 1F 1 1 t I � � •'� �}— E , �`° I - O � II � - - - - - - - - - - - " ' F N - - - - - - - - - - - - w Structural '' � - Consul tan ts � � Incorporated � i i i � i , i i i i i � � v M � � � � � � 3400 E. Bayaud Avenue #300 '� A A A N A A A A A A A A A A A A E � Denver, Colorado 80209 � - M ( �n3) �44- �i154 Fax ( 3n�) 33 �- 45(11 � - - - ' ' ' - - - ' ' - - - - - - - Email Info�sci-denver com _ - - - - - - � - - - - - N - � - - - - - - - - - - — - - )( SCI Job Number: 04- 187 m � t 'v F ��'`� ISSUE/REVISION DATE NO . i � � � � .� � - i t � r � � i � � � ;� ' p m F CCD #15 18FE608 � � p CCD #24 23APR08 Qj � F � CONSTRUCTION DOCUMENTS 08AUG08 � � � � � � � � � � � � � � � TOV UPDATE SET 10SEP08 F iO N r F � F ,`° . , . A � A A A A A A A , � F F \ � p ( � � � � . N m ( � ( � � � � � � � � � _ _ \ � _ _ _ O O C � _• O 1 f � � ; � p O � �o � - . . � m F ^ - F �� N - - - - - - - - - - - - - - - - - - - - - Y � . - � N F n • � � � � � � ■� •� � � � � � I F � � � m � �n O .o p 'n _ � ' �: i� i� F � � � F F F _ i i � i � i � � E i i i i F F F - - � o�PpO' REG����. - � p�,,.QN FtOYeq•```9F � � V���, �p� . , • o • • � . . . .� ; . . � ; . v �• •'� O i � i i i � i i i t i � i i i D •. �.= �c. ••. . . . . . ^ , m ss/ONAI. E�G\ o l-!d _c � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z _ o oc c� • O J i � i i i i i i i i i i i i � ~ � � � o[ > � � m � O O �' (V (V � � ll1 lll Z � Z i i i i i i i t i E i � � i i _ � _ H H Q Q � � U � � � � E � � � � � � � � � � � J W � 27'-5Ya 8'-10�/a 18'-3Ya 24'-4Ya 23'-11Yz' 18'-11Ys 5'-5Ya 13'-7�/8 13'-6Ya 5'-6�/s 21 '-10' 19'-1 ' 19'-1 �/a 23'-10' 16'-�'a GRID TO GRID > ~ � 437'-8' OVERALL � � � Z r � n �2 13 �4 �5 �6 n �8 �9 20 2� 22 23 2A� 25 � 00 _ � O O � OO � . � Q � Q � � : LEVEL i EN� ARGED —� w o W PENETI�ATIQN PLAN AQEA � ,� ._, ._�. � J �- Q o 0 NOTES• � U � 1 . RE� 52.12 FOR ADDITIONAL PLAN NOTES. � � 2. RE� 51 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. � � � W J CI) Q — � d' � � � Q J � � � ,-_ -- r _ __� .� ����u�:n� � u p �: "' ,� �, „ .� „ �, � � � i � � ' f � . tr Y � 6 y . .. _„ S � <O � � � � � � � LEVEL 1 ENLARGED � 3 PENETRATION PLAN .� m � N AREA 5 � . m � N �' � � i � � PLOTTED MAR � 0 ,; CHK'D BY JRB � w ¢ COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS = 2 3 4 SHEETNUMBER > O � � J � LL 0 o • 1 5 ■ � D . P .A. PROJECT # 06232 . 00 � ' SCI PROJECT # 04- 187 y a 0 � c� � � s s 4 e e s a 9 0 ■ a n r� e �s p s � � a � �s x sa �a :► �e � C OVGRALL 416�I ` � GRID TO GRID 6'-2' IC-9' T"1Ub 18'4 1M17!(i 6'C Bd 10-1 41''4� 14iIC 2T-bK' E''10� U''9�' 24''� 27i9�'i 1L'1U(i 6'3Yi 1Y'716 17-6� 6�4 a'-1C 14i' 19'"��fi 23'-1P 16-05 ' ' TJ' GRID TO Gi[ID � � COLtif�G 6''7 841� I?'4�F 12-4 1�'? -6'3'-19� 11' -9' 7 '3 ' IQCS{i � 13'-8� ZI "1C 4'-l�i 14'�B�'i' 19'-bWi 6'J3Ii 9'3K� 4-6' ZS�I� q-6' 4-S�(i 4'-4Yi 14-8�1'i 1Y-N!i I -1'9(i 4''4'i 21 '1C 13'-1Q� 5-23� 1T�S9fi Y$�'i 6'-3s 13'-49(i 4 �.6 6 ' WiU�j T'79�� S-N'i 0'-I09j 6'9�(i 6'-4' T-4' Q� CALla.N6 ; � � lDGG Or P/C W4L1. P/�AlL6 6'-2' i � i i � ' pt � � � � i � I1S� � � � 6' � , i p � � Cq�JT�.R!'OR'f8 BO' � � � � 28'-0' � � ?9'-0' � 28' � 28'-0' 28'-O' � 28'-C � � 18'-0' � 26-0' � ' 2B'-0' � ' i � ' BS � ' � Pc COU�REJaORTG � uO ` i � � GOGG Cr P WALL PMil6 � �s{ ~ � � � y, � � � � I � � I i i � � PRONDG rLAT PLA7L SlF'PLER TO I � 611.t PRECAST 6lFFLIER TO � � F O lf k1� � II i iY" I I I I I I I I I ! I I I � I i 4 16 I. I I i I i L� ��T � 16 ' / ' I i � 11 g� i G� � ' � 1 ' i ' CTRMd'arS2�L�PRl�Sfil.i� G � 'll PRONI� rLATL PLA7L TO � A - - - - � � � � ' , - - � � A . � � � � � � , � � _ � . . ,. - . . ,.. . , � � ' nz,sn• � ' i � ' ` �` � il II II` II IN 11 II I II II , II il II II '� II II I I 1 II II il II II I � II II II II II ` II � II II ` il � It � � � � I � � � � � ' � � � � � � � � � � 11 II II II MI II II II dl I � II II II � 11 II II �' II II I II I II II i 11 " " I � � � � ' II � I II � II � II i 11 � II � � � � � � � � � . ,��-,,. � �� ! s�µ ' . — � Arch � t ts „ � , , I I I . i , , i I � � � � � � � � � � � � �I � � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � i �. , � � � � � � � i � � ! � � � � � � , � I I I I � I � � � I I I i ' II II II 11 1 II II' 11 II II II II II II II I 11 � II I1 1 II I � II II 11 II tl II .g�. � te�-n� � -6- I � IIQ II II 11 � II I II II It-a 4 . r� � �� I j I I II II Q II 11 I 11 III il 11 1 II II II II II I � � II II I II I II II II II II QII II , � II II It 11 ( II , II II � II , � T � i ' � � � I ' � ' II II II II I II II 11 II 1 II II II II II � II II II I II I II II II II II II III � I II II 11 ' II I II II ' Il ?-�' b � � � � �� I I � I i � � � � I I � � II II II 11 I 11 11� 11 II II 11 II II II II II 11 I II I II II II II II� II � � II , � II II II 11 � II � II II � II � io I F F n ii n ii i ii ii u ii i � i n ii n � � � � i ii i � i i n � � n i � � i � � i iil ii n � � n ii i � n n � � � A�,� ^� , , I , � . i , , i I I , _ i • i , I i i � � --� � � ' ( � � I � I I i � � � � � � � I � � � � � � � � � � I f �� � 1�r, � � ' ar • na-r � � � 614�II � � � � � � ii � iie ( I I � -�- I � � � ----�— ' i � I � i I � � , ii i � � . � � � � � n ii , � � �-- . - - - , - - - - - , - - - - - - - , - � ii ii � •• S - _ _ _ II i— I I I I ' I I ■ � I I � � Y4 10'-0' 8'3 r�8'3' I 6'-�i • I .S 1' 6i1' 0-0�'i 6-61'i A'-8�£ IB'�B�'i 11 B-N'i T'1P �• 6'-II$' 9'd'i T-IY� T'Ui II ' -7 II LI T'Ui I II - I -6' 10�-0' � I 8-71P IOC' � i -0" IdC� I " t -0' n ' N!� _ _ ! � � � � I I � � I � i I i � � � i I � � I � � i � ICOT 92 IODT92 iCOT92 tODT32 ( 6T32 32 1C0T32 6T32 5T32 6T93 IODT32 tODT32 1COT32 1C0T32 5T32 �OOTffi tODT32 1 32 1C0T32 IC0T32 IODT34 lODT32 I I 32 lODT3{ I' ' I S2 � i � � � ' i � ' 2ye ' s732 T-d' 1'-6 � 13• 1 I I I � 1'-e' f-6. p-�• I I . I I bl I I I i I � � � � ' � I � I I I , � 11 II II I�I I II II � � � b � a,. � � I I I � I ( � i � � i i , i i � i i i i n - nz-zw� � � � I � � {� 2301 B LAKE ST , STE #100 � II �� wa.� w� � ii n I ii ii ii n i � I ' ' I � DENVER, COLORADO 80205 p I I � i � per.Qi e � � I ; I i � � I ' 7 � 1 � 2 ' " " n ' n � 3 NY I�Tt CONCR6TG � r � I I � I � � � I I � � � � � � � � � � ( �Q � � , � ii � n � n n� n Q � � I T "'� � ` � tl ' , ' ' ' 1 1 ' , ' ' ' 1 , �T 1 , ' ' , , ' 303.861 8555 F 303 861 3027 � � � � � C - - - - ' ----� - � - - - - � - - �----- ----�--- I ' - - - � - - - - - °R"`T � _ _ � � _ � � ' � 0 � _ � � m Q � I � - ! I � - � ; - � � F � - - C 0225 MAIN STREET UNITC101 � � � � � � ' � ' �j— � � I � � " ' ) � � " " � � � � � +� � � j I 0 II j I I a � ' EDWARDS, COLORADO 81632 ii i i � n ii n , sa.,3 � � � 1 � � � 1 � 3 AMNIA�lLI REI � � � ' ' 970.926 8960 F 970 926 8961 ' I I ( I ( ( � � ( I I C I i T�ie GOraCJ�TB i I I I g I I G I I I 3 ; � 13 I � � � ' � � � i � � i � � � � 1 1 1 1 � � � i I 1 I 1 I I 1 1 1 I � 1 11 I I I I 1 � � � � 1 t 1 I I 1 �j p � p� 1 I 1 � � • Q I I I I I II I I sraR aw � � ,emm �• ;� � � ' I I � I ' ' I ( � � I � I �� ' BY 57�� I I I I I I I I � I 1 � �Ir� e'r I 13 m I ' I � � � � � � � I � ( � � ( � � � I � sura. �, .�aa � � � � n n � n sr"�'R ir�t I � I � � � �z � � � i � i I � I I ' � , � I I tt R6 ARCFL � (Sl_OPES DOV1d � oq � i � � � � � I ! I I ! I I Y � O - - - - ` --�I� , , --�-- � , , � - , - - , -}� , ----�-- , - - - , - - - , � - , - � , - , - ,- - , - , - ' , - - D ' � , ' � �_ � • ' a-�• '-0' , o � � I I 11 t l I I I t l I 1, _ T I I I I I I I I I I I � � I I I I I I I I I I I I I�I Q I I I I I I 11 I I � � I I I I I I I I , I I eI I 11 , I I I I I I cr • tfz-a%• � II I I # I ■ I 11 fl � I 11 I II II B � � • I II II II II I II II I I t l II II I I � II I�I II 11 II II II � ) II II � I tl II � LE]II � I I � � II II , a� ro , e� � O1'�T I � � , B r.�=y oecK ( � i u u u i n � iI L4x xcx i i I I i I u i I i n I I I I I I I i�i n 1 I I I • m I 1 I I I t � I I I I 1 I � I I I I I I I �O1'� p I I � I � ' `^°° � I i I I I I 1 I I � � � N � �T I I I I � I Q I I I I 1 11 1 I I I I � • ��'-��' t I I I I I I I I I I I � I I I I I I � I I I I rq�� �y� � b • I I � • n3'-6• � ` � �LA7 _ � � i � • - I � � Paovoe�.nT I I I I I I I I I I I I I I I i I I I I I I I I I 1 � � � � i I T.aNt I I I I I I I I I I 1 � I I I I I I � I I I I I I a� sPOr e�eVATaris „ i � � � I Q I � � 5 " ' " ' � . �re � ��+- 11 II II 24 ���" - ` II II � II II �II I II II II II I � II 1 . �iB• I 11 � � 1 11 II II � II I II � 11 II �� 4 � ' 1 ----------� - � � p e�m�eN �T I I I I I I �rn 11 ' p . .. . .` . 11 11 I I 1 I I I I I � 1 f �I I I I- - I I � -waL I -- I I -- --- I I ��I I I � I I ' I � I I I I ' I1 1 p�q g� �l e k T O � Ew � �. ' '��' ' ' � � � � ' _ _ T � ' ' ' ' �T eai sTA rn 11 � _ _ TRAN6RR L PRG65lRG � - - -- - r - � . I I ' �I I I I I I I -1 I I 11 11 I I I I I I I I � I I 1 ' �' r-6 -6' -6 � �'a - I I 1 I I I I 11 11 I I I I I I I I I 11 11 I I y� z S • � s • �• i l 11 I I I I I I I I I I I -g� I I I��� I I I I I I I I I I I I 11 I I I I I I I I I I I I I I I I �onos TO rnM�SfeR o � I I I I II I I I 11 I I I 11 I I I I I 1 I 1 I I ' I I , � 6' � I 1 I I I I 11 I I I I I I I I I I I I I I I I 1 I t I 11 I I �I I I I I i l I I I I I I I��I I I I I I 1 I I I � 1 I I 1 11 I I � I I ' I I 11 I I ' I I ���6 Aw MW-i-e � ° " � i II II 11 I II 11 II II II II II II � II � II f � II 1 II I II II _�11 II � II il II II �Ii II II 11 il II p II II II � II � II II � � ���� I 11 . 11 II II II II � 11 11 II � II ° ' -- -------_-----_--- -_ — -- ---- ---- _ --- - _ ---- — —_ --- - - - - - - -- _ - - -- - -- : - - - - - - ' xe■ k rievnr � 11 II 11 11 II II 1 � II II r-�Y: � „ � � � II II 11 I II II 11 11I I 11 II , II � II I II II I ts II II 11 II I II 11 II II � 3 II � � - � � ` II � II `II Ii ` ' DlvioeR 6enM II II II II 11 11 11 II II II • no'-T II II I II � , , dl II 11 I 11 II 11 1y I II II II II I II II I II II il II II II II 11 II II II � � � � I � II I � � � � � � � II II II 11 il 11 I II II ' II I II 11 I 11 � II II 11 II II II II II II T II � � ' I � � I � � III II 11 I �� �► F.11 � II I II II � 11 I �II I I I1 � III It I II II � 11 II II II II 11 � II 11 II II � � I11 � II II II II II � 11 II II � II II II III � � II II II II I II � IIII II � II .. II � II � 1 � II II �� 'o � i � i i i ii n � � i COLJbN 710N � � i � � � u � i n � n � i � n n ii ii ii n n n n i � i � � � n � i n n n n u ii ii n ii ii � i ii n � � u � i � � � � ii ii � � u i '� � � -� (II I I II II � � I II � � no. � � � � � � � ' _ � _ � � - ' � ' x6x�ELEVATOR � � � � � , � _ � � _ � ' � _ ' � � � I � � � � � � � I I �I I � 1 � I II II II 8 I ' ' ' 9 II I II 11 � � � � I � I I n µ � ' � . I I � � 10{I' 6 ' 6'[�Y( 1�-0' 8'-4 B''1lK 10'-0' 10-0' � iCiT � � � � Id 104 � � � i� 6�'1J1i �-6�/"i T�4' T''1�£ T-4 T^49� 6� � � 8� 10-0' � � -0r � � � � lO IC-C 10-0' 6 i Id-C 9'I � 10-0' 10-C I � ICC 10-0' T- 6I4K' 6'4�F ICd � 10-0' 104� ?Y' � � ii � � _________________._____ __ ____ � ____ � _ � �_1 _ 1 __I � _ IODT92 lODT32 100T�2 � 1mT32 lODT32 � lODT92 tODT32 1 IODT92 IODT'J2 1�DTl2 1�f32 IOOT'J2 IODT92 lODT32 lODT32 � IODT IODT34 � lODT32 I D � 1CnT32 IODT32 1 82 IODTYL � IOOT'11 100T32 � � 10DTl2 IODT32 lODT 2 IODTYl � IODTl2 IODT32 � 7 - � - - : � � � +__ _—_� _—_—_— � = - r--r_ --t-- --- --- ----- --- ----- —_--- -r_ , — —_ -- ---- -- , - - - -t- ---- —=-- --_ --- � r� � � - - , - - r�. � - I I - - - I - - - - - - ,� W ' - - � � � N ' � � i i I i li i i i � � � R6 CC . i i � .9 .°$ ( I � Q � � 31 • 6 � ii i i i � ; ,� � � � � , � ,� ; � ; ! ; i i � � � i � � � � � ' Structural � ii � � � � � � � � JI � � i � � • � � � r � i � � � � � ' � � � ' � � . ---- --- --.�---- --- ------ �- - ---,�- -�-- - - - - ��- �� -- --- ---- �---� - - -- - - -- -- -� . :�--- ---- ---- --- --� 0 � � . , � � , 3�re �� C o n s u I n � � i i i i i � i - - �' _ T�� ; i �,� � i = i i � � � � ; T��� . � t a t s i � � i !' WN0.l1d i i � . � „ � i i �q ' ' � � �,-� � i T�j � ` i i � ! � o � , � � � � � � Incorporated , � � � � � , , � � , � � , � � � I � � � � I � � � � � F � � � � � � � � I � � � I � !� � n 3400 E. Bayaud Avenue #300 � � � � � � = Z4 I � I � � � I � I I '" Denver, Colorado 80209 � �' a � � � � � � zS - - - p - --- - -- - -I- - � - -- - � - —� -� - - - - - - - - � � � � � � - - � - - � - - � �._T - - � � �303� 300 6164 . FAX (303� 333 0601 ' � � ' � I � � . . . . � � I ii ii n i i I � T Emad Info�sci- denver com K ' _ " ' " _ " � " i i i i" i i - n n " n n " n n" i i i i i i n n i i n i i i i i i i i i i i n ' t � i i i i i i i i i i � i i i i i i i i u i i i i u - n i i - n i i i i n "u i i n i i " i i i i " n ' -- --+ ---++ _ + E+-=--+F-- -a-E-=- - -- - -=-------=----- - K SCI Job N u mber: 04- 187 ;� � � � � � � i � � ^ I n pT . � 11 II II II � II II II I � � II i � II II � II II II II � 11 � II I II II � II II 11 11 II II � II II II �� � I � II � I II II � II II II � � II � II II �II II II � II II II II � II II II II � � � � � te �� II ' II � II I�I�, II II � II , II � j � � I I6ARFRAMPIG -0, � �,_�.� �, ' i „ ii� ii ii ii ii ii ii ii � ii , � i ii ii � ii ii ii � ii i ii ii ii � ii ii ii ii � � i ii ii � i ii � i ii � � � � � 14 � � � � � � � � � � � � � � � � � � � � �• � � � � � � � � � a � � ii " i ii I ii ii ii � " ii ii ii �ii . � m ��r'1� � I I I I I I I I I I I I I I I 1 I I I I I I 11 I I I I I . ��g�• I I � I I I I � T,pg I I m • 7 � " ' ' ° �"'R �`°� ' ' ,� I I ' ' I � ' � � ' I . �,�� " "�• � a ISSUE/REVISION DATE NO. a 6• a•- s-ur � � r-ay; a�a , : n ii ii ii n ii ii n n i i ti n n ii n ii i ii u i ii n u ii ii ii i ii i n ii i i n n n ii n n ii n ii n ii ii t i ii I i . ur-e�• ii n „ � -------___ __—_—__ _ ___ _ T� __ — __�___—__ .� ______ _ _ _ �_ ' ___ 1L__1 JL_J1 _ Jl __JL J1__JL � L Jl _ JL _ JL Jl J � __1 lL_�J J1 LL_JJ II II II 11 II I I II II 1 II II I II II II II II II II II II 11 II II II � I II II II I � I ' II I ii II II � � I II � II � � � �, , � 1 � : , �L ---� ll--- L--- � -L ---� - -��-- -L - - - - � -- -� - J --�� � --- �---1� J - - 1 �- � ---�L � - -t I I _� _I I ---��- --� � � - J �L-- � � - �i i -- L- � -� ---�1- 1 - - -- - � --�-� . . - -�- --- --- V - - -- - L 4 � _ - _ _ � � i i ' B i.a � - � - � ' p �W� R - p �.. � - - - I , � � , � �6 � � RH 6216A FCR � � . � _ � ' �� - ' I - - Z � ■ 'P ■ Y � � x � 4 ■ . uz�s • ree, nac.�i rat 'Y iR t x x � en STEPPE� Sl.A9 �n I '� '� � i MA2 . � Q $ YL Q T.QS � :� ,� io n RI G�AT�� n o � T �'-��' � -0' � �I� � � CD PERMIT SET 01 OCT07 ��� :o EMBJTS MD �' WI8 .o � ;o n ,e x19 b �v � 112L715 n ;p 4 x�p � � � � �Ta• I201 m YVI x+�3 I201 � 0 ■ Q � 70 WI x35 % � 6LAB SIPPCRT ` � m � �Bx� � e � � � YYI !6 � WI2x36 v 4 2z36 �K � *� YVI4z38 w� � YA2x36 o NA2•3E PRECAST WAIl. PlJ�ffl �O M - -�- - — _- - - : - - - - -- - - - - - - - - --- - - - - -- STRUCTURALCDS 01NOV07 1' rxi � % p N� z x x . y, e 8x46 I IM8x35 � I Q 1 e 8x�6 F X 1 WIBx -. � WI6x% O WIBx46 Q WI4x WI7x3S � W12z95 X x19 Y � M � s�s�a � ,� x Or 6LA �µ a � � ` I ,o A o o � 6 ^ O � �� ¢C 13 10 10 � % �n b � ' G e � � a � 6 a T AT f " '�f " � � � wie.�n wiaXx � wiz.ao '^ wiz m a � wia=� °- ■ w , � � Nna 9a � m b� � e 4 � m i wiex � � � � e- I . � � � •., —�+ --- - --- -------- „ TOV RESPONSE 12DEC07 N ` - - - - �% - _ _ _ � _ ° _ x io v�n G _ v�nax�e � = _ nna _ �o - - - � _ Nnsx� _ a x � g '" _ �, �, _ �Q u -u _ _ Q FI66SX6x . � ��11'-9' 43 �� x _ 8 � m c NA2zl9 h N Q ' ____—_______ —__' ___ _ _ �R__ % � _ _____ b _. � _ _I Y _ Q ____ __ � � ___ D W18xI6 WI x3S MABx35 - 2x ' ____ ___ _ ' ' �'��ri NABx WIBz35 WIBx�b r3 e tl n � � x p W@x66 N NA2X36 WI2x3S a iFi W12z36 b CCD #10 24JAN08 2 '� S 4'�l 10-9' � WI8x9S W12x30 3 '10Y1 my �u �'�'� • � '� � ! 8x 5 r5 � NA8x33 WI8x35 , � 8x ITION� ■ e I —� �x� � i1! 4 OPPI 6LAB OVER - i z .e �� x WIBx35 a 1. # 713-8' 6�� �� '.� ..d � � � Nne 6. � x Mnzzx --y --- ----- +s ��z-�rl .: O�z-�» a rY bir-u9 b — '_- - '_ '—'___ ' _------- -- - -��� a - - ----- ' x' - - � - ' ' - - - -- - -- --- o —�—�— � -- ,n �-m � � � U18- �' Y-1 �i m tl � �p � � � �n, W@w3S nz_n. W@z33 NWI2x35 MY NLMIt rb-W29xNfL9 b . F _�� ___���_��� _�_�___�_ _ __ _ _ _ �_ _ ___ ___ 1� � T _ _ ��_ _ _—� _ __ � WI8X95 ^ t +�° A e � � n,�-n 0 n,� '� �0' ��r , �w�s.� � � �Bx,� -- %�-- -- -,----- ----------- - TOV RESPONSE 11FE608 ein�etp p eu t+ p T � ��' x ° bx� ° ���' /� A x^ AIR AND . t7 1 1 1 '�"i• I C, K � V7� � ;P � x a YVI2z6s 4x95 a WI2x3S a x WI2x3 7.0.W� 3 PN - - - - ax ax8s :so _ '° - �ex x - - � -i,v,� -- - - - - - - - : e �x� a ING • � � r T ' 1r +� � ar YV12x36 YA2x T.QS ` ------------- ---------- -- ----- - 4 � � „ -- —Nnex� �+ ' � x b � m�-i� � r�• ,r1r ° = io�s• m g � „ , �0' � --- --- � --�„ -------- �p -- e• cnsr-ir� -- �_ . sp - -- P -���--------- � CCD #22 20MAR08 Q J ^ � n � ARCFL � � -�' 11T-11' ' ■ I�EL6 0 � Lry ��1 �i � � X S !o a a rne. no «� ( � - nz-n• � � � 4 � —'— W12x'JD zj3 W16xl3 - _ _ MAEx9S � � � • � � * % � l � k � f� � b a � NA2z95 a � x n 2x66 �� �LL W12x3S a e � N • P O ■ • ' {j � p ��� �1�� �� pp M m � S '� ' � IBx46 nS] � � � x � �� ��� � x ' 8 e C ,� x I� I : '6' x + .. TA.Yi OYL�il7 • � � � ,osr � r �, �. � �, � � �a; e. x � F . p 0 0 , *� � � � � ' ,� � ,� � Q � � e� . � M , �z-�, T.�. v�:xw — � ----� ----------- --- � CCD #24 23APR08 Q �' a. . H ■ ti w g � o x i o ti iR g �R ub � • irrlr � 5 � tl 6 r I� o � 3 �3 5 NABx46 OS �✓ WIBz � � 8 . 6 0 ' � � � � c � x � • tIBC TAW. „ y L6xIx LLH Wlbx p61 � WI2x30 x96 WI8x36 % 4 � y Q 6� '? 1'-0 0;�. � . i• � 2xlS � IM2x6� h . 113'-4' RE� 6217A ROR '� � � � � _ @ � ? WIBx35 WI� z46 [201 a p n o Q � _ & 6TOPG IGr e 3 ■ + ♦ S� �fi � , � x� � MABx95 ' IMax '.Jy k yC 'r � + Q YVI2x6� n 2z6� Wt2x35 67FPPED 6LAD � fj •. ""c�e e•-�o5 m � . �.�. �, � � Q m � � ` e� � o • Q . � m�-r� � � �ia-i7 i �, � '�t1 �° �,p Q � � 4 � � g .�" - ov��r`s°ic roR CCD #32 18JUN08 Q 1. 1. � t�. h b ��#. + � �f NA2x87 � • �� WIBx �• �r MA2x87 h O � � 9; h � a '� x SLAB SIPP'ORT - -------- - -------- - - - -- - - -- - - - 7 --- -- -- - -,�a1 s ���+e � � ' � ' • o• � v�na= � =aa � wis.ss � TA'"` � � ' CONSTRUCTION DOCUMENTS 08AUG08 -�y. --- n --- -----�x-- -- ----- �; a a� r r - a: � + . -- ------- ----us-s Q _'_—'—' _� _ __'___ ' � � KIGKER• MA2zl AI WG B 6TAIR � � x � � � '�' � _ - Qt ��+ .CI 6.0 - � � _�c �� m � O m T p � x x � �` � _ rS '' Q, t ^�� � Q �f j f. M NA2x6� N �a WI2z3� T.QW.p'�— —_— _— _—�— _—_—_—_— Q - �.ieiz, o�xx Nnz=ao Y v�n .aa �+n � Q d 4, . � � � 's �� � � � � � - � S �S x4■� '�' . ,� d � � � coa�w+.re Fuw � TOV UPDATE SET 10SEP08 � NA xl GDGG ? x ',Y WIBz n0 F !Jj B+ �.CJ 1-tl• 6-0' I�fi '� '-G 4'O 4'-03j -� .� 4'C IC '-0' 6' -�II� g�[ y+ , + a NABx ',b s are W12 6�3 � t fOR LAYOUT OP PR p • � i' }� . [IO] x 4 6 S @+ � `� y az30 yy�Bx96 8z y�Bx ,Y' � 0 a WI4x6S � Q' WALL PAMJ�.B _ '? � � Y � 56. x � VYIBx�6 � WI2x30 �O 1 YVI x39 WI x93 ' � V v � ry'F��� 6 � `� � p � 0� '� �� 113'-1y tlIY-17 111Y-1'1 (ItY-f) � W18x h,_ t t +y� �1r � � � f x � b 1 � I � � ^ F+ ', � 7�n % �• * 1 1� � 013'-17 6 + ;. '4 E 7� Q � h ' ' '_ ' '_' '__ ___' _'_'_' `!i 4i ul+ 6 ED6E I'i' 6PLI SPLICG I'� 0hl a� � '� � Y� S 'O � � � NA2x6S WI2z19 in Q � - - - - s x � _ $ _ T � _�� T s° w x _ �a _ 4i +y ` ` . °* '! sM• _ ar s�ee - - ue � - kr, zysaoa - - - ac� ,�° - - " �� a . ,_.Mnz■s � - - - _ °------- — _ _ ° ' Mnaxu wiz■ao � 'v�n =ss w� � s�' — . '-7�i ' + " : R � x + $r ��y .� e+fi 6�J� � � � iwicnrrs ��a+ o , ` * i � e . ,� � '� eoce cr �nnrr �' � �' �T" '� ��x.x " Q � e m Q ti j3 �i, ' �' a�+ '�•�'" �d� r � �nce°"eFi.ow �''v� c}'� � � d xro � --- ----- '0 - - tav�t - �� — -- --- r�' nRCK --- --------------- Y � Q RE/+ s rr - e � a � s�u 4 R.nces � i� + �3' a Wt2x65 a a Mnszss • nr-r �P �7� �F � '� Y � p 1 �'Tq 1 � 1 4 ♦ b 1 + � 1 1 1 1 1 1 1 t l� , ^� 1MT b a • � � • s - - - wie.x o wiz.�o wie [a _ M1 • �r p - - - - - - - - - - - - - � _ - 3 �--� � - -- - � - ` - - - - s �' :� R� YB 9;9F GW !rD y� x 15 +� K 6.Q 4 PLAGE6 � �� ry�9. iC0 T 1 n f T 1 1 1 O �� • • ��� .. � � '�' � _ _ �' " ' O Q� '9 7^ �ei _ B"'J� � '� APD ING GX7EM6 APD � � � � �• + � � � 6 WI2x65 � � � �l i (�/ • 6`i1?{�' BY 6TA SLPPLIlR � • —'—__'___'___'— '— ' � '�� WIB� 95 dl0] WI � 7 6LAB CVM � b B+->_ +O� C� 0,f^r Q` � � � � � � v v i � R6 AR� OVERFRAMNG �R � I 6 , � w W12x65 w � 2x9S • �GJ • yyI K� 9 � � ff o x � � • � �o Q � 15 h ��9 l ` a ! ���' 6� � 1 1 1 1 t 1 1 1 t s a 0+� - \ µ , � � � � • � c Ol -27 x r � " I � x 7 4 �`�,i`�! �9,+ ` .rJ � � ;o � i � t � � � � h . � + WI �S z 'P d e 'c � ) �'� e a � c x95 � W12x6S N 2 � F A • •(�� / j^ a 7� � z T WI x 6 � WIB:'93 Q r yA�+ , b' � �• •�\V N N 10 6 �, � x� f e x ' Q � �Q+ � 6 � /i A O • ,�, � � � � � � iA\�}� � �6xlr �yy� WI6xy6 � 'O yys ♦ �t 9 6 + }► �,�+'� o ♦ 12x96 � W12x69 � W12x1 PILA6TER _________—_ ___—_—_ ___ _____'__—__.—__ �V�O �JA1. �=`' •� - - � 6Tpt EP d 3'�l') � Nnez119� � � � Mnex �g �� � 0� � ' - � � ' � ' ' � ' ' � ' ' ' � ' � � � � � � � _ �i� g � • � � � � a � — - � � - ' ' � � � ' - , Q e + T -l0 -p g MATCELM! 521 _ _ ��3 �A,T 5216 .et % � " o A�AT 6217 � � . . � . . ' � � . . . � � � � . . � � . . � . � . . � . . . � � . . � . . � . . � . . � . � � . � . . . . � . . . � � . � . � � . � . . . . . � . � . . . . � . � � " MATCH.If� 62.14 ��t � � � � „ � o �� wiet g � MA 6218 h �o �e+� 0 g+� +� .. rm ea MATCFLN�! b218 � '!�,� wiex is] " a■ ] � exx o` � ► '�'E,�� � t � � P + � � t� � � � � � � % � i � ♦ � � e i � � i � Mnax3s ■ � � � � � � e � � � �' a�� * � g+'� x � ° p�pEPp M� � � i � � � o- tr �i�rta er�' ° a ° � ° � �e+ s► n� N»ore 31 %a P�s "�'�' a W16x [151 r3 WI6x t01 6xq6 � � b YO H �j. +e Sw t,, „ tl +� t � Zi� �3� `�p�'�� �y , U �C o �+ R e F �ki T �# O� g� .K+' ilT � TO1�4E �REL.1� � I* � � YVIB 86 [IS] � � ,O � 76 � i � � � � } ' l � � � � � � � � � � � � � � i g T � � i � � � � V � _ � � x ' � � � � � � � � � � � � ` � _ � ' � � � _ � � � _ k�a y B,t� �+ y� ns-i7� n V � ' ^ _—'_______.______—_—_—_ _—_ __ —' 'a '� F _—_—_ _—_ b 86'JS YVIBx b 6 � / WI2xl6 � b v�n8x951161 Swi 8t�6 �}31 g ■ � (tl3'-fl Q b .� x � � b � � � � � � � � x � � � � 1Mexs5 � � t Q�' � � i i � e � � � � � Ta0 y�y�glvJ �i -4 � � � � � �o V - - - _ _ ^ Q* ,,,,,,,._ - r� sai�n w - - - - - - - - - - - - - - - - - - - � � ar� szisn� - - - - - - - - - V � WIBx86 OS7 � z a � �n � � ���µ� �% 6 _ '___ '___'___'___'___'_ __ __' _ '_ ' i � � z n �8+r3.� ,p � / RJG fCR � BEMI O I 6T IR6 MD d13'i � x y^. ' B 61�Pd2T � i � i �o y,� i .� � � 57 WMJG 8Y �� �y� � I � i � � � i � � � � � Q � � � � � t sa.n exsy i - b � r� a�u °` a ex�� � „ 'v 6TOPE �IE.R x i eP B 6 � Fi � Oii NOTE 3 � iq - tr � b 7 6 3 � 3 � 8x� �r. � n V .o � 5 , i-0' i = ' T W18x 8x76 o I F ' ' ' ' ' , , , e ' , , ' 1 1 , ' � t 2 � � � � - - � 4 f WA � , Q � p lµ ELE ATIdS 1 ex ' f Mctzx� ° Nnaxgs � I e.�s � � � nr-n ma�-ri J w - --- - - - - --- - - -- ------ -- _-- -+b x � � - , e X , � ��, � - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8 w w .. ;� � � � � I •b m� v x� �07 � w�e�ix �ol � : � � i � E � � t � � � � � i � � � � � � ' � � � � a � �_97i I m b ^ I A � I e q s-�'6• e-iw6• � a � x ��-r � - - - - - �8 � � ex� o . no7 � - - - � ---�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ¢ �y 13 � �y � � , � , � � . � � . , , e ��� � � . , , , . � , f , � , � . . � , , , a x 1..L � � Z �r a �`-r"i � . no Nns. s o ' sus rrorn.+nnor� I Q � N i y �____ ' ���������_—_—__'� � �9 J � m O � � I � I O � � —'1-- —� Bx76� � 9a76 ] WIB. IO � � d 3a'�') � � � ■ � � e � � � � � � � � � i � � t � i a�� — � O O R � � I qsx ' I � � WIBx35 I 9 � 8z +� [10 � [IO] i tl13'-27 � , � O � � n � �/ �w ' �r � • o � � e ■ � , � � , q � 8 m � - � � _�- � , � � � � r � � � � � � � � � � � . "- � x n � � � I..L Y ' � � � � �Bx35 �O Bz 10] x � NAB � ` _ _ � � ' � ' � ' � � ' � � � � � � � ' � ' � ' ' _ _ � � � � � � � � Y �� Ix7 �p In � 6LAG h � g 6 � . �'�'�'�'�'�'��_'_'_'___ _' '_'_' '_'_ � � 1 t t - p 1 1 1 1 � t 1 1 1 1 1 1 1 1 t 1 t 1 1 1 �f I " y� � nl3'-zl I Oi zl x � � � � � 4 0 � � T-1Cs- :o WIBx ��• i � � z99 ' • 4 ■ � O � I t3'- � I qt -27 I � � �! � � � � � �Y��' i � � � � � � � � � � � � � � � � � � � � � � � � f � V � d � y z f3� �6�06 16 i 9 , b � � b I z - - - - - 4 - i - - - - - - --,--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � = Q _I , e , w 6'-G�4' � 1''7�i' EDGE � � 1 1 1 ( 1 OR I 1 I 1 I 1 I OP 6LJ1B e 1 1 I I 1 1 1 1 ! 1 1 t 1 � 1 1 1 1 1 1 1 ` � � � � e � � � � � � . � � o � Q � � u � ` � � � � I I � I I � I � I � � � � � o � , , , I I � � I , I , � , j , , , . � , , . , , , , , . . , , , , , . , , � o � Q , � � � � � � � � � � � . � � � � � I I I , I � I � � I I j I I j I � � � Q CDGC Of PI�C WN1. PPlJEIt 6-2 � � � � � t � t t � � � � � � t i � � t � � � � � � I I I I I 11 -� I �-�� �.� ' � �. P/C �.�. P,� (� Qr, COLlMJS 6-Y' '71� 6-8• 13 I�IC' 0'-? T -T 1'-II' 40'3 ' 90Z119(� � ���„s,r W21D TO GRID S-i 10'-3' T-lU's 18i' tt- � 6'-0' B-S 10'-4' 'L -4� 14-Ufi ZT3K 8'-10�' 18'-3� 21'-4Yl 23'ilt 18'-lU(i 6�fi 73'-7�i5' 17-6�' 6-6�.� 9'-10' 194' 19''I�•fi 23'-lO 16-B�y IQiY�I 18''�16' T-4' GRID TO GRID CJERALL 41B''2 OVERALL_ ^s m 1 Z S 4 0 6 7 d 9 b � R R1 14 d �6 4 � �i � a 3Z 93 94 36 !6 t► m - " � "� ' . _.. �,�� r ^ "1 n ,� n -� -� i � p� _ � � i t3 J � s � � � � Q � M � aD � � O � °' LEVEL 2 PLAN � m � N � �� LEVEL 2 P � AN yb-=� �-o- � � g NOTES� � 1 . SEE ENLARGED PLAN SHEETS S214 TNRU 52.18 FOR APPLIGABLE PLAN NOTES :- PLOTTED MAR 0 E- � CHK'D BY JRB w F- 0 COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � � 2 3 4 SHEETNUMBER � � > LL O O � � 5 � � D . P .A. PROJECT # 06232 . 00 � $ ^ SCI PROJECT # 04- 187 y � 0 � � � � � : s � s e � e 9 0 ■ a a r� e �s 4 e w �o s n ss x sa � ss �s ��- 416'-7 CNBiALL GRD TO GRID 6'-T IC-Y T'1Ufi 18'4 11''Tl� 6'-0i' D'-0' 10-�' a '4� M-L� ZT3K 8'"10�j 1C''3�(� 24'-� 27'i9j 10'itK' 6'3� 17'73� IY-6�' 6�?� 41 -10' 14i' 19'"i� 23'-10' 16^d1 t9'�'t �S'!V�' T-�' GRID TO GRD � O � �o 1 1 i 1 1 1 1 1 1 1 1 i Q m 1 Q 1 1 QI f 1 1 Q t Q 1 1 1 Q m I 1 1 � J F � J � O . u A - - - - - - _ . , .,. .. , ,. - - - u � A - � , II �1�'�L{�` II 1 11 tl 11 II 11 II II . 11 II II II II II I II I 11 II II II II V tl II II ` II II II It ` II II . � � � � � � ■ ^ � � i � II q1� Rft II MI II II I � �II 1 � � II II 11 � II II II II II I II ' I 11 II � II II II II I1 � II � I 11 II II i II II • � . � � � � � � � � � , � � � � � � , � , , � � . , , � � � � � , � � � � � � � � � � � � � � , � � � � � � � , � � , o , � � � , � � � � , . - � Arch � t ts � � � � � � „ , � � � „ � , , � . , , � � � � � , � � : . � � � � � . � , � � � „ „ � � � , � � � , � � � � � „ � � , � � � � , � � ' n ii n ii ii u n u i ii ii ii ii . . n ii i n n n � i ii n ii ii n n i � n n ii u � � � ii ii ii ii I . � ii ii ii ii '� . i ii ii ii ii • . ii ii i � � ii ii � i � i ii 3 ii ii ii ii ii ii ii ii ii � i b s � � � i ii ii � i ii u n n � i n ii ii ii ` ii n i • n n n n ii n n ii n ii ii � � � � � � u _ __ _ ° � � � � � � � � � � � � � � � � � , � � � � � � � � � � I � � � � � � � � � � � � � � � $� � � � � � � � � � � � � � � � � � � � � - u u i � t � � � g � $ � � � � � � � R , � � � � � i II � II � � � II II � _�- f � � t I I 11 � S ' � ' ' ' ' ' ' ' ' - , - - ' ' _ ' ' _ � ' ' ' ' ' - ' _ _ ' - - ^ ' ' ' ' _ ' II It . s - - ; ! ! ! ; ■ n ' — ii u --n u -- n ii — n ' ' � � � � I � � � � � � � � 11 II � + � II � 11 II II II II � � � � 11 II � II tl II II II 11 , � n u i i i i i i n i i i i � s� 2301 B LAKE ST , STE. #100 „ � n n n n ii n ii n � , � � � i n ( � y� ii ii ii ii ii ii . s DENVER, COLORAD080205 , 11 11 , n II 11 11 11 II II �� � , ' ' , 1 , ` ' 1 , , ' ' � ' " 11 � � , , � ' g � II ' 11 II II II II ' ' ' ' '� 303 861 8555 F.303 861 .3027 C - - - - - - - - - - " " --�—" - - " " " " ' - ' " " " ii " ii - - - ' i � ' � ' " " _ - - - - �� • - - _ � 0225 MAIN STREET UNITC101 ■ „ „ „ „ „ � i n ii - EDWARDS, COLORADO 81632 . n n u ii n n n ii „ i i � � „ i i � � i i . i i 970.926 8960 F.970 926 8961 � u ii n ii ii ii _ _ ii_ . ii i � � � � e i � � � � � � �II II i 11 II II � 11 II � II � � � � � � tl ' II II II II II I II � � 1 II II II II ' tl � � � D � � � � � � � � A � II 11 11 II I II Il II � � ' II II II II II I II I II � II II II II II � II 11 11 II 11 II � II II II � II II II 11 ' II II II � II � D �N T� � II 11 II II I II II II II II II II II I II I 11 II II II II II II 11 11 II 11 II II II II II II II II II II II II � �E� � � II 11 � 1 II I II � 1 II II II II II � II I II I 11 II II II II il II II il II 11 II II II II II II II 11 II II 11 II F . a • • ii u ii ii i ii n ii ii n ii . n ii i ii i n ii ii n u n it n n n n ii n ii n ii u ii u ii n n ii ' - : � . ,_ - � n n ii ii i n u ii - , ii n ii � i ii i u ii ii u ii n n ii ii ii n ii n ii n ii n ii n n u n ii a � " ��}Qoo ?uj i ii i ii n ii - : ' ' � __ • ii u i � �{ i ii i ii ii ii ii � i u n ii n ii u ii n n ii n n ii ii ii ii n ii _______________ ___ 5 � ____ ____ II °T!'��''`''fl II I II II II � II II II .��'Tf II I il II __ II II__ _ 11 II __ 11 II __II II __ il II __ II II ___ II II __ II II II 11 __ 11 II __II _ C _ ' _ - ' ' ' - ' ' - - - ' - - ' - - ' ' ' ' � 11 II II I 1 II II 1 � 4�� II II 11 . II 1 II II II II p�}� II II II II II II 4 11 II II 11 I II II II 11 II II 11 II 11 II II 11 I II I111 II II II II 11 11 11 , e � II II 11 I II 11 II il II II 11 y � II 1 II II II II RA I 11/� 11 II 11 II II i � II II �II I II II II II II II II II II II II 11 I II 1111 II II II II II 11 11 � II II II I II 11 II II II II II II 11 II 1 II II il II II II II"�� 11 II II II II 1 � II II �II II II II II II II II II II 11 II II 11 1 II IIII II 11 II II II II 11 ° � II II 11 I II II II 11 II II II II II II II II 11 11 11 II II I II II � I 11 II II II il II II II � � II I II 11 II `II I1 � � � � II 11 II II II II 11 II II II 11 II II II II � II I111 II il II II 11 II 11 � II II II I II 11 II II II II II 11 II II II I � II 11 11 II II I II II II II II II II 11 II II II II II I II II II II II � � � � II II II II II II II il II II II II II II tl I II 1111 II 11 II II II 11 II ;� ' � � � � II II 11 I 11 II II II � II II II II il �II II � 11 II 11 il � II II 1 II II � il II II II II 11 � II 11 II 11 � II I II II �II II II ' � � � � � � � II II 11 � II II II � 11 II II II � II II II 11 I II 1111 II � II II II II � 11 il - .m..��.._....�. ..��.. �._.._ .�....�..�.�, ____ _______ __'__._ i i i i � � i i i � � i � � � i�i i � � � u n n i i i n n n � i n i i � � i i n n n � � � � n i i i i n i i n n � � n i i n n n i i i i u � i i � � i � n i i i i i i i i � i � i • �o _ _ __. ___... . . . 14 ._ �{ � _.{ � ._. � { � ....__ { �_ _._� { _._ � F _ _ ._ ._._ __....� _ .e. ��___�__ 4_ ._ � � ----_� �__ _ I4-----�-bl —{ 1 �. �. . . � � � i II o - - - - - - - - - - - - - - - - - � h -I - - - -}}---fF- - - - - - - - - - - - - - - - - o � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � - • � n n u u � � n n n � n n i � n � i I II , II � b � � � � � � � t � _ _ � � � � � � � � ii � � � � � � S a W ' - - - - - - - ' ' ' ' ' _ - - _ ' ' ' ' ' - ' _ ' ' ' - - - ' _ ' _ _ - - ' ' _ _ I � W II II — • II II = � � i � II II � i � � e — � � i � � � i � � � � � � � � � _ � ruc ura � � � � � _ _ _ � ; � Consul tan ts — I ` � � Incorporated �, � _ ii_ _ii _ — , , , , , , , , , , , , , , , , � , � , , , , , , 3400 E. Bayaud Avenue 300 J � - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - 'r - - - - - - - - J �JU3) 3yy— �1�D4,vtAX (JU3) do� 8�2�09 T � ii ii ii � i i '� Email Info�sci-denver.com K _ _ " " " " _ _ t " " ii i n� ii n � ii n " n ii " u ii" ii ii ii ii u ii n n i ii ii ii n ii a n ii n ii ii ii u u i ii ii ii ii ii ii " ii ii - �it ii ii ii -ii = ii ii n - ii ii " ii " � ii ii n ii ii - n ii ' ii n " n _ ' " K SCI Job Number. 04- 187 ii i � i n u n n ii n n ii ii ii ii n n n n n i ii ii ii ii ii ii ii n ii ii ii n ii i � i ii ii � i ii n n n ii n ii n � i ii ii n ii ii n u ii ii n i ii ii n ii ii n ii ii ii u � � � � � � II I 1 � II 11 II � II 11 II II II �II II ' II II 11 11 � II II I II II � II II II II II II � II II II II � II I II II � II II II � II � II II II II II � 11 11 � II II � II II II II F � � II II fl II II I � II � II II II II � II 11 ' 4 � � ii i ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii i ii ii ii ii � � � � ii ii ii ii ii ii ii i ii ii ii ii ii ii ii ii ii ii ii ii ii 3 ii ii ii ii ii ii � � � � � � � � ii ii ii ii ii ii ii ii ii ii � ISSUE/REVISION DATE n n ii n ii � NO. , , , ii i u n n ii u i � n n ii ii ii u ii ii � i ii n i ii ii ii ii �O° ii n n ii ii n ii i ti ii n n ii ii n n lit u ii ii � i ii il n ii ii n n u ii ii ii n ti ii n n � � JL -- --- --- - --- - -� --- - -- - - - - �1-- -IL_ _11 __i i i--- � �--- i i i __i L�--� 1!--1i i ---i i i ---I i i ---� - � -- - -- - JL-- - � 1� -� -�-�1- 1 - - - ��----� - � --- i I I---li Il---� �1---I i _ _i I , II II II II I L ' ' ' ' ' - ' ' - ' . - - - - ' - ' ' ' - - - - - - ' ' ' - - - - - ' - - - ' — _ -- — ' - _ ;., , ., , . q � , ..> . , ,,. � - i . , . . _ ,,., ,, „> , , . ..<...., :. , „ - ,.,.:. . .z . � �g 1� Y ,�,a;,.� MIT S 010CT07 � _ , �,. � � y y . ^ , ,,a , . g , <,, � , , , -.., - � � � � � „ E > . _ , , , � < . , , , � �rw�.,e.� ,� . .�. . . .,. . _ . > L._ _ . . , '1 . .. > .,, .,c „ : t , .. -� - ., , . � , , i_;_ . .,. ,. . � ,,. k . � .. , , „ 1 .... . .,. . 1 � , ' r. - , . ,... ,.�,.. ., � �,:. , -,.,. . .., ', . . , .. , ..,. i , .. :.,, ,, r � , „ ''i. .,,, . . � . >, , .. .. .:,. if , KI 7� . c,... , ._; . . r, ., ,. . .,.:. . , , e.,. , , ,.; ,,,. ,._ . , . ,: ., 'f . :.. -� f �. . O . . <� ,. 1 , . .,. , „ , ,:.�, � . , , T ' . . . ,.. o ,, . ., , .., s. . . . . �:, ., . „,., . .f,,, , :, , ,'. .. ,: . , :.- . � , . .,. , ,. .. ;: ': „ r . . . _ .. ,. , „ ..,. ,,,, . , .� .. .. . . . ..... . -:.a, � - TO T 'it9'-T in ..., . . , >.:.. ,: ..: - .: - . _ .. ,. , . _x. . . - _, . � i� _ . :. : _. :..: ... , , ;;� ;. __ , , . �t . . . �� ,� ,,.,� , . ;+,;. .,,.. � �, , . . , . .:, . A& iR .. ,.. .n .. , ; ... , , . , .. . , .. „ . .s . ., „ „_:.:: - - , . . , ,,... . , , ;.. :, . ,.,... ,..:.. , ., ., . ,.. „ . _ . , ., ., ::. t ,.. ,,,, .,.. �. -. ,. ,.. . , . . .. . . , „ . . ... . . ;: .,_ , . . , 13ff-Y . , _ . . .. ..,. _ . ....�. � . . . . . .... . . . .. . . __-, _:- ' :: . , ,'.: > � . . . .,...., . .. , , .. .. _. : .: . . . . .. . , . . , , . ..., - .. _. , . . _ .. , . . . ..... , ._ . . ., . .,.. .. . . .. . _ ..._. . ..,:. .: . � <,. Y ,. _ . , i „ � „ . . ,_ . , „ ., _ .�. _ , .. � � ; , . ,.,., x :,. . . . , ... ..,.. , . --:.. . . ,. . ,. ... . . . � �;; � ... ,. . ,,., . . ._ .,_ . . . . ..., i ,, .. . , .,., » , , ., t. .,. . ...: .,.,. e . . � � „ ,.. ON TOP , s. ... , , , . , < ,.,._. , , 1 � , � . � , . Or WIa _ 4 �o . . . ..,.. . . :... . .,_- . .: . . . <, , ...,. ..::. , : ,. ,:.. . ..<,,, r� � . , _ . .... , ,..�. ..:. , ., .... , ,.. . , .. _ . . , r.�„ - . , :-:, :.... .. . , r .,:,,: , e ,�. ,,;= r...,. �. . � r, y ; .,.. ,. � ,, , ; „ 2„ - -„ . :.: . �.. . ., :.- . .. : . . , . . . . .z �. . , ,., ,. � ><. .. . .,,,, , � �;�.. , . . , „ ..>.. � . ". . � � ; ,., ,,; ,,,,, ,^ , , ', , : , , : , +,t,,, t _ _ .f . � , - BE'At� �o . � :.:.,, . .. , ,., � -,.,... , - .. .: .. .. .. ... , , .�. . .� , . .�,,. , F � , . ... . . . , .. . ..:� .. , � - ��. .. , - � - �.: - � . . ., . ,: , . , . . .. , .,,.:.. , . . -<_�. .n. - , '�. ;..,. ..,...,. a � .� , . :. � �_.� . � , �. ,ac � :, .:, , , . ., ,. ;; , , _ . _ .,ry,, . � z , . 1� _ . . ., .. .. _ - , � - - - - - - _ - _ _ _ . �3 �`* y� STRUCTURAL CDS 01NOV07 ...._ �, ,. ;;_,.�,� - ,. , , _ � ;, ;_ ., � a, ., ,. , - . , . . _ . '� , . � ..�� .,. , . _ . ; ;, � - , . ; .�� orr sa� cr v�a , - ;: . d „ . �;� . �.. ,, . : ., ... ,.-_ .,. . , �9 ,k� , _.. _ � , « ;.: , ,.. „ , ., , � „ .. , �.� . , : ,; � ; � ,. . . < ,� , ; . �� . , w . . , .aa.: . , . .. , _... -, - . .� ., . . . .. .. .. . . .,; , , _._. . , , . , . ��.,,.. ; ,.z_. . ,. „ , �� �:: . ,.::,i , " �,. , . .�.�t` BEAA16 � , r . ,�..�' , . , ... . , . ,. i . , ._ - .. . -> . , o .. . , , � : ,: ., ; ft , i ' "„� , . �.5 .e ., , , -, :. _, `. ,, r ,, a , . , .. . ,.,. .., t . ,. , } . . ,. , _-:,. . . � . . > ., . � ,.. . . . �..,. .... , z` � .-,o�, .. : . ' . .�, �. ., _ _ ,. , ., - ., , ..: , . '__ ,,, ,, < , -::,, ... , _. .. ., , � a ..: ., . _ .., , i ., , . : . . . . ,. ._ ., ,. , o. i . .. , , . ... . ...:: B � . . . _ - � .,. { , , ., ., , e i eo. �,� _. > .. - ".., . , . , . :.. . , .: . ; , � , ,. . ., . :.,,_ . _ -, , � � ., : . . . . . ' ; . , ,,, . � � .,. ,',- r .. , i � ;��.; � � , , ,.�. ,,. , _ . , .•:. � �; , ,.;: - .. �, � ,. , , . . . . , . .,., .,, �..., ,.-. . � . � _� , Y . ..:_ , .�_ , �. . ., , ,.. �, .,.; � ; „ ,. ., ,. . . � ., -, ..,. -- ,. , .,•, .- . . - , . „ ,.. _.., ...� t , . � � 'r . 4 . v -x �. . . ., ,., .. ., ..,, ,. , :', -- ,_ . , . x .. ,,, .� :, ,_ , ,. ;; . .,, ,. ':- ; ,,, _ ;,., -:` --, , ,,,, „`. { M �0 _ ., t , ... . , , . , .- . �. ,. ., „, � , , . . . _ , ..,. ., „ ,. ....,. ,. . . ,. . .,,:.. . . y . . ..,. . .. ,. ( . , .. -... . _ ., � 113-4" ' . . " �� � - „ � -` � . , , ,.. . „>.:.�. .«, , _ . , i.,, „ .. ., ., .,,. , ., . .r.. .<..... . ,,, < lf7'-q' . .. , ; . .., . _, <., -„ . , , ,;, , , r�,. a . .. . . , . f r , _ W , �. 1 d.. 1tlIC 231C 1 2 1 , ..,. . ._.. , . . .. 'p..�. l , . „ � ' � � .r , ,. „<; : .,. ,�,; y � ,� , , TOV RESPONSE 12DEC07 � I I I � . . � H � , . . , Y. . � _ < � . � . . - . . s . . kTT�...�^v. -a � , . � -Z � Y:jr.r �. . .� � .. z . y .� �. . .. . .� _ _ _ _ _ T N - - - - - - �--s-- - - - - - - - - - - - - - - - - _ , , - — —�-� N E r :.,.,,, � � ��z , .<._, _ , , . . • : , � ,.`+ ,h„_ , . , �. . , _ <, ,, _ _, . . . , . , ,..;. � ,. , .. ;,. , ,. , ., . . . . , „ , .., , - ,;_ : �:`_ . :.. , �; . ,, _ -,_ , ; e � � � �� CCD #10 24JAN08 2 _ � , - . � � , s_ n�r , , � h E. , , _ � � , „ .. , „ ,,.. , . , , _, � . a . . � �. r , , �� . , � � r ��, - _:,� _ ° rnc , ra: ; . . ; ;: „ , . - �A--- s , , . , . , .. r , . _ _ ; ' � � b / ,:< , . , H . - - ° .,� ,� , . , r<t . ,. _ , :: ;, „�, . . � ,. , . .., ,, , - o , ' b � , , �, . ,,. � � .., , A _ .;; , 1 , 1 1 ��' ' ,^ 4 " d ' 1 t= � r . . . , 1 . . ' 7 I ., . . _ . o „ � �.,.° p . L� -r . . s. , . . _. , , ,, . .,, ;� , •� , , , ' � � v � � . �, - � � TOV RESPONSE � ., � , � r _ a - - - - - - �� - : _ - � - - - 0 - - - - _ _�� - - � � _ _ _ - � - - - - 11 FEB08 � r,_. , �. .�i.�"'A . � p� :. ��� , . . , wr Iasx22�tR P ';� , , IAt.�D _ �, � � . II!'�' •T �, _ , <� . TO 7AS 113' CCD #22 20MAR08 ,. ��;,,.�� � . , � � aa raP oF wie, 4 � _ , � �— � _ � `, � � �.. , �. � >•3' �� .. •. � ;' ` � � ; � r � � � � � -,` ��� � �` � t � , r-ioNc �� � � •• CCD #24 23APR08 , � � � � ' , � , , _ `,, ' -," ��.cnari �` � � „ , � a,.� � � � � ` ,� . s� � '- s� tx ee.�s � �. � � � ' � � � � � ' - CTION DOCUMENTS , ., � E: - ,,, , ,,; " a ��,,,,� , t-� . - "' CONSTRU 08AUG08 _ ; ; � � " �"""".� s� . " 1 1 � ° . � b 1 � 1 s � � � , t 1 1 1 " 9 . , �� - . } ' s ` # ;r Y 1 1 1 O - - - - - - � "'s - - - Q - - - - - - ` - - - - - - ' - - - - - - TOV UPDATE SET 10SEP08 , „ , O � . :�� � �, , �� y� ^'� ' � . �b y � �;° � -.., - � n�'-s � � �t sf nY-6 ` ....r rrrwwrrr� _ � k � � �,. I I � 0 4�f j � $ n1 f ..: � ' � . . . � � �� f � � tai„ r �.,3 � 3! 9 , 1 ':� . �t �..; 9 � 1 � � 1 1 ��r- , , . „_ � _ ` I 1 ! � 1 1 1 1 � ., 1 s I � 1 1 � � �Ir1I�Y . .. � ��a r n � � g�, a' � � f . � P 'S�� "t . .�5� S � . • . :. . � � � i4 Q �. w � , ?5 , �� � � , y y:. 3N �3 � � ¢ , : � �e�� � ; r � , � �EGISTF9F � ' a s , � o � � , , � t � � � i t � i � i � t � ` e � � � �.• 'Y �Sq • .� , y � 13'�' CoortO o O ��5 Q o s - - - - - - . �, - - - - - - - - - - - - - - - - ,,,,.- - - - z '� 3 - - - - - - - s p�:�Q' R�"�c•. , ,; --... _ _ � 0� Q � rs� e,.o� � � ', 9 . �� gar�• �,� o�oROr°�in� ' � -� � v : � : oc POIM6 � , . : -. . . s , , .y , , �� � �, - � � • u,i � ` .:, � � , a � � 'e -, t � � i � � i � � � � � � i � . ,_ :... e � ' i � - � � � � • :� Y ` � , ti ' - � n ;, -:` ar` , . -. �— �� � � � € °� , F� � �i A � �a : � �. ti u ' � ' - - � � f � � • � � ` ..� .� , )".' `�rs�. � � � F� � � � ' , � � , � � � � � � � � �� � , �� '_ _ � b �� �a � ��� � coaewraTes �SS����� f T ' ' _ _ - - „_f-.. �:� , � c � � � � ' ;�z.4. , � ' _ � � _ � _ � ' ' � ' ' � ' ` ' � ' ' � � ' � - � _ � ' � ' { ' - � . / � e _ _ � _ ' � ' ' - ' G ��L � � O � � � . . . . � . . � ..`. � . . , . � � . . � ,, . � � � �� . . � � . . � . � . � . . � . � . . � . . � . . � . . � . � � . � . . � . � . .—�'T . . � . . . � . . ' � � � rr�r � ...., ., a� ...� . ; �_ 1�� 5217A T ' MATCH.9� 6214A `,� , h � MAT 6218A , y MATCFLME 6'218A � � 0 1 • - A ' 1 � t � � � 1 �, j � , 1 t � I I 1 1 1 1 1 � 1 1 � t t �4.�� , 1 1 1 1 1 � � Y .°/ � zj}t • �� �Q� ' � > � � I � ���� � b5 � � � I o- R6 61A7 fOR � s< . .. � r fl3'-6 � / �DIf�JA� � s� � � ' - r -- + ', �. ..r � � ��' s � � � S' � � � � � e � � � � � � � �� � � . � � � � � � � - - - - - - - � - ---�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �� s ` � u b � � �� _... �; � <�� � � ...- � ' � ,, ., �� � :; r � r ; r , ,. , . ., ` ' � , , ,� / � b , � ' Y, I I I I I I I I t i I t t I I I � ' ' ' ' ' _ � p � ' ' � � � � � � � ' � ' ' � � ' � ' ' � .. � � � � � � �� � � � ' ' � � .. ' � ' � � � F � � 1 1 "-- 1 � ..<-- • � t �j�/ 1 1 � 1 t 1 1 t 1 1 1 1 1 1 { 1 1 t t I 1 I ,. ,. , . .,,.. _. 1� � � ` v� . , ' .� ( � ' R6 61A7 �QLR.,�1B , � Y ; _ N i � � � : � � � � � � �iP�iA�€ � � � � e � r � � i � � i � � � � � t � � � J I .. � � � ' � � w - - - - - 1 - - - - --t-- - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - w W � � � , � � 1 i� " 1 � , 1 t 1 1 1 1 1 1 1 1 1 � 1 k 1 t I 1 1 � � � � � � w x � � � � ' � � I � / �. � � � ��� � � ' � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � x _ I w ���j5 ' y� � � 7 i � � �, %�� � f�� .�F t � � � „ � � � � � � � � � � � � � � i � � � � � � � hz h� s�",� � � Q � ` /^ 3 � `�51 r . 3s4 I � . v.� � :�..: . .. �. . r t � '.�O" � � „ , „/'F,'�y r a.;� , a � � O 1 I � t 1 ■ 1 � 1 1 1 1 f 1 1 t 1 1 1 1 1 1 � t q O R a� I �g O s' �� � • � � s � � z � z � � � � ; � r � r �� � � , �, � ;: ■ � � � s� � - a . � ,,r ��r r , ��s , � � � � � � � � � i � � � i � � � � � i � . ,_.,, �: . . .�. � ;� ' �'. ' :;,,�s, , > � � Y � _ � � � _ � � ' � � _��' � � ' � ' � ` ' � ' � � � � � � _ ' � ' � � ' � � � � � � � � ' � Y � � � Y � ;;;, ;: � , .,.,. .i. ��;'•1 ,a ., ,. n - „ �'.. .�', �`K.r,.,:<�`=- � � � � � � 1 1 � t 1 1 � 1 1 1 1 1 I 1 t 1 1 1 1 1 1 1 1 � � � � � � � � � o 0 . , . , , , , , . ' , , R . . . , � . , . . , , , , , . � � � � b , � U � Zo - - - - - - - - - - - - - - - - - - - � � Z Q J � � � � w - � � � . , . , . , , , , . , , . , , , , . � . , , , , . , . � Q . _ � � � � � > � . . , . , , , , , � , � , , , , . . . , . . , . , , , , , . � Q . J - � I � O . . , . , , , , , t , , . , , � , . , , . , , , , , , � GRID TO GRID 6'-7 10'-3' T'1lMi 184 tI'-7�i 6'C Si' 1d-4' 9 '4�Y's M-U6 2T�(i 8'-1�35 18''P,Ui' 2� -4Y's 23'11�5 19'-ilk' 6'-d1i 19'-Y3� 13'-4�i B-03fi 41''10' 14-I' 19'-I� 23'-10' 16-8�6 14-01�r 15''�Ij' T-4' GRID TO GRID OMERALL 416�L' , .xm ,.- _ _...-r- _ .�.... ., �......�, WERAII � r " r r � r � � � � � a s 4 e e � s 9 0 � a o K e b v e g �o a �s sa a� m � sr �e - ,_ _� _ ._ _ � f � � _, � {py � �' � � � � � , , ` ' ' � U F � � 1.�.��, � � r � J ` d �ti. � � � � 1 � t � �t ms-r_+a.n..._u....._ _._ __ ..�....-�..._. �. z _ .�'nmd � � �M}� 4J � � � S � !� � � ¢ LEVEL 2 SLAB PLAN � � N Q �� LEVEL 2 SLAB PLAN y6-=� �-o- � s $ NOTES� � 1 . SEE ENLARGED SLAB PLAN SNEETS S2.14A TI-IRU 52.18A FOR APPLICABLE PLAN NOTES. � PLOTTED MAR 0 F- � CHK'D BY JRB w F- � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � 0 2 3 4 SHEETNUMBER � J � LL � F ` 1 5 ■ � D . P .A. PROJECT # 06232 .00 � � � SCI PROJECT # 04- 187 N .� O � t..) � � + � : s 4 e a � a 4 0 ■ a o � e �s p e a �o a n ss � m � r �e ��. .,a� GRID TO GRID 6'-? IC-3' T'1Vi 18-9' lT'7!P 6'-0' O'�3' 10-4' 21 "4� 19'-Ui ZT-mi' O''103f� 1S'SVi 24-� 2Yil�s 1D'iUL 6'-OY�' 1Y'7di 17-6�(i 6-6�.Q 11'-10' 14-1' 19''I�,� 2g'-lp' 16-d(� IY-0� IS'S�( TJ' GRID TO GRID 6 � � � � p t 1 1 1 � 1 t � � � ! 1 1 1 1 � 1 1 1 1 � I 1 � t 1 1 1 � � A u ' ' � ' ' � � ,�. _ S ' ' ' � O � . ` � � � � � � ` � � � • � � ( � � � � � � � � � . ` II . .. � � � � � � � � � � ` � � „ � ` � � � ' � � � � � � � � ,� � V � � , � � � � ` � � � � � � r � � � � ` � � ` � � ( � l � � � " � � � � � � � � i � � • � II II II II NI � II II II �II 11 � II II II � II I � II 11 11 I 11 S 1 11 11 i II II II II ' 11 � II 11 11 � II II 11 I � � II il � . . A �� � � � �� � id � II II II 11 I II II II II If II II II II il II II II I 11 � il II il II II II • II 11 II 11 II II II II II II /� II II II II I II II II II tl 11 . II II II 11 1 � � II II I 11 I 11 II tl II II tl 11 II 11 11 II II II It II 11 /1 � � - II II 11 il I ' II II II II 11 II II 11 II 11 II + � II II I il • I 11 II il II II II 11 II II 11 II II II II II II Y " � ' � II II 11 II I II II II II II II . II 11 II II il II II I II ' I II II il II 11 II II II II II II II II II II 11 - -- - b $ II II 11 II I II II II II II 11 11 11 II II II I II II I ll I II II II II 11 II II II II II 11 II II II II II o . n ii � i n i , ii ii � � n u n � n � � u ii ii n ii i n i ii ii n u ii ii n ii ii ii u n n n ii ii - II II � � � � � � i � $ � s � � � � i ` i � � � i � � � � 11 � II � � � II 11 ` t � � � II II .. 0 _ _ _ _ � _ - _ _ � _ _ _ _�—' _ _ _ - - _ _ _ ' � _ _ _ _ _ _ ' _ _ - ^ _ _ II II _ _ _ � � II 11 ■ 11 - -- II II 11 11 II 11 II � � � � ; i � � � � � � � I � r � e � � � � II � 1 � � � II i II � I II II II � � i � II II 11 II 11 II II II , s� n n ' ii ii n ii ii ii s� 2301 BLAKE ST , STE #100 n u ii n ii ii n ii � "- ii ii ii n ii ii ii ii � DENVER, COLORADO 80205 ' " " � � � � � � � � � � � � 303 861 8555 F 303 861 3027 ■ � � � � � � � � � � � � r� � � � � � � � � � � � � � � e � � � � � � � � � � � � � C - - - - - - - - - - - - - - -��- - - - - - - - - - - - - - - - - - - - - _ - - - - - - - C 0225 MAIN STREET UNIT C101 ■ „ „ „ „ „ ii ii ii - EDWARDS , COLORADO 81632 . ii ii u ii � i n ii ii � ii ii u ii ii -n - - ii- � i � � � � + � I � � � � � dl II � II II II � 11 II � � II � e t � � t 961 II II 11 II 11 11 II � II � � II II II II II I " � � I II II II II tl � � � D � � � � � � � ' � � ' ' II II II II 1 11 il II � � ' II II 11 II 11 I II I II � II II II II � I � II II 11 II II II � II II II � II II II II ' II II il � II O � II II 11 II I � I 11 II II II II 11 11 I II I II II II II II � I II II 11 II II II II II II II II II 11 II II � I II � � II II 11 11 I II 11 II II II � 1 11 II I II I II II II II il 11 I � 11 II 11 II II II II II II II II 11 II II II II � . b • • II II il II I II II II II II II � 11 II I II I 11 11 II II i � II II II II il II II II II II 11 II II 11 II II II II ' - .. . ,. .. - - , ii n n � i i ii n ii - , , ._ . , ii u � i � u ii i ii i ii ii ii ii � � ii n n ii n n ii ii ii ii � i ii ii u ii ii ii ii a 5 - II II 11 11 I II II II - II 11 II II II I il 1 II II II II 11 II II 11 II II II II II II II II II II il II II 11 II � _______________ _ _ _ , II II ( 1 II I II II II � II II il II II I 11 I 11 � tl __ II 11___ II 11 __ II II __ II II __ II II ___11 II ___ II 11 __ II II 11 II __ II II __II _ � --- - _ _ _ - - - - ` - - - e � -ii _ _ � � _ __ii -- i - 1 u ii ii ii ii ii n n � � . n i ii ii n ii ii ii u u n ii n n 4 ii n n ii ii ii ii u n n __ u _ n _ _ n ii - u - n -- ii -- i n u ii ___ii - ii -- ii n u u -- ii � � ii li n i ii n ii ii ii ii ii ii n ; , it i ii it ii ii n n n n ii n n n � ii n n ni ii ii ii n u ii n ii n ii n n u i ii un ii n u ii n ii ii " ii ii ii i n ii ii ii ii ii ii ii ii � n i ii n n ii ii ii ii ii ii ii ii ii , . , ii n n �n ii ii ii ii n ii u ii ii ii ii ii ii i n ii n ii ii ii ii ii ii n ° � n ii ii i n� n ii ii ii ii ii - ii ii- ii ii n n n � � - u n i ii n n n ii ii n � i ii ii n ii ii -' i n ii ii ii u i � ii n - n ii ii n "ii n n n n � ii ii ii n � i i n ii u ii ii ii ii n ii n � _ ii ii ii i ii n n ii n ii ii ii ii n ii n ii ii n ii ii i ii ii ii n ii ii n n ii ii ii ii ii i n ii ii ii u it ii ii n ii ii n n n ii n ii ii ii ii ii ii i ii ii ii ii ii n ii ii ii ii ,� � � ' � � � II II il I II II II II � II II II II II � II II � II II II 11 ' II II I II 11 � II II II II II 11 � II II II � I ' Il I il II 'Il II � � ' � � � II II II II II � II II II � II 11 II II � II II II 11 I II IIII 11 � II II II 11 � II II ° ii ii ii i n n n n i � i � � � � � � � II II II II II 11 11 � � � � � � � � � � � � � � � n u ii n n � � II I 11 II II II 11 � � n n ; i ii n u i � n ii ii � � ii ii i � ii � � � � i u i � ii i � ii i � ii n ii n n o - - - - - - - - - - - - - - - - - � Fi -I - - - - -}�--�}- - - - - - - - - - - - - o � � � � � � � � � � � � � � � � � � � � � � � � � � � � � . � � n ii n ii n n n ii i u � i ii ir n II � � II _ _ _ n � � � � � � � � i � i = _ � � � � � � � � � � � � e � t `• ro N ' - ' ' ' ' - ' ' ' - _ ' ' ' ' ' ' - - ' ' ' - - ' - ' ' ' ' ' ' - - ' - y , II II . II II I � Structural � • � � � i � II II E r f � i = _ � i = i � � � � ; i � F � � � � Consul tan ts . � - ° '- -" - = I � � I n cor ora t ed • , , , , , , � , , , , , , , , , , , , ; , , , , , , , ; 3400 E. Ba�ud Avenue 300 , .1 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� d (303) 399- 51�4 V FdX (30)33 3�9509 K ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ � + � � _ � , . . . _ _ _ _ _ ii _ ii ii _ ii i � _ _ _ _ _ _T Email InfoC�scrdenvercom •� n i ii n n ii ii n n " ii ii u ii ii ii ii ii ii ii i u ii ii ii ii ii ii ii ii n ii ii n i ii ii ii n n n ii ii ii n ii ii 'ii ii n ii ii ii n � ii nn u n n ii ii ii ii K SCI Job Number. 04- 187 n i ii n n ii u n n ii ii n ii ii n ii n n ii i u ii ii ii ii n ii ii ii n n n u i ii ii ii ii ii n ii ii �ii ii ii ii ii ii i � ii ii ii n n ii u ii i ii n ii n ii n ii n ii ii � � � � ' II I II II II It � 11 If II II II �II II � II il II II � II II I 11 II � II II II 11 11 II � II 11 II II � II I II II �II II II � 11 � II II II 11 II � II II II II � II II II II � � � � � � � II MI II 1111 il � II II II 11 � II II � 5 � ' n i n ii n ii n n ii ii ii n n ii n ii ii n ii i n ii ii ii ii n ii ii n n ii ii n i ii ii ii ii n n ii ii ii ii ii ii ii n u ii ii ii ii n ii n ii i n n n u n u ii ii ii ii � o , , n i n ii n ii n n n ii ii ii ii ii n ii ii n n i ii ii n n ii ii ii n n n n ii n i ii ii ii n u n ii ii lii ii ii n n n ii ii ii ii ii n � � u � � � ii ii n n ii u ii n ii ii a lSSUE/REVISION DATE NO. _ • , n i n n ii ii ii n ii n ii n n ii ii ii ii ii ii i n ii n ii ii n ti n ii n it ii ii i ii ii ii ii n ii ii ii ii � i ii ii ii n i � ii ii ii ii n ii n n i ii ii n u n u ii ii ii ii . � J - - ---ll --- -��---� - - � --- � -- � - -ll - - �1- -� - -� --ii i --- �--- � �L--� . - - - -- � ��----I I __II II -- � � ---��-- � -- � - � -- I�_ �II __JI _ II I _II ---� - 1 - ---�-- ��----��- , .. ' - � --- � �-- - 1 I 1 I I _I II _ r � - - - - - - - - - , - - - - - - Y- - f� - - - - � - - - - - - - - - - - � - - - - ; - - - - --- - _- - - _ - -- - - - - � CCD #22 20MAR08 � � i t � � Y � Y 2�, Y � � � 7 y 2i' � 2 Y Y X W Y 2 � � iy I y C 9'-6' . � -6 -6' -6' -T -6 ,2� �' 2-T _ __ 3'-O" � 2-T 2-T -6' 2-6' ' 6-0' � Y-0' -0` 2- 2�' -0' 2�' 2-T � /, � 2-T 2-7 -6' 7-T ?-T 'R ,o 'W 'W ' 'W '�--{-�'-^r--�' 7-T -6 2-4 2-T 2-T � -6 -6 'J 1 -2 2-T 2-T 3-4 -6' i' -6 -a � z-r z-r Y b W W Y 2-T 3-9' T-T T-T 2-d' � -d -E' '-6- ' �6' 2-T 7-T 2� Y Y Y Y �' 2'T 2-T IqY ?-T -d' -6' -6' 7-T Z-T 2-6' !' i � AG AC AG u �W �W �W �W � x 7-T2-T � ' 3' AA ry Y W Y „ AC AC Q M - " - - ' - � r x x u w r � � - � �• � ' � i- = - � �; - - - , - -,. d''�. - ��• � " �-�. � - - - - y CCD #24 23APR08 � x � i i � � i � � � � I I � p X v I � w � � � � I I p I � � i o A 4 � � i I I � t t t r � � I � W � � � 1 m I � � � ' , � p X� I I I I X �, � 1 � � ' W � � , „ X � kx , , ' ' ' ' ' � c p � � - A� IA� IA� � CONSTRUCTION DOCUMENTS 08AUG08 �o Y Y Y Y Y Y i r W W � i � � i • Y W W Y i i i i i i i � r � � i i � i i Y Y Y Y i i � i i i i i i � i r � AA � � qq � W W U Y Y Y Y W Y �o AA � t� � 'Q ,�,p, qp qp Y W Y Y Y W Y Y Y W Y � 1 � � � 1 N - - - - - � � - - -'—�—�-�--� - - �—�—�- - ''}� - - - -- - - - - - - ^ x nc nc _�.�{.__ --1__ � i � i �¢ W � � 'X Y Y Y W Y ,2 � �Y � IY 1 IW IW 't W � T �Y �W � �pq Z � �X �Y �Y Y � �X ' i. ' i ` ' i� N �Y Y Y Y Y Y 'Y � -'�- � � p "' � � � � � � � � � ' ' ! ' _ '" , , , , , . � c . � A` 3� A` �°'` �� TOV UPDATE SET 10SEP08 ',�' ' � W � f� W W �W qp 'W �W W W � �qq Y Y Y '^I I I I I I I Q i i � i W M -/I�j. � AA � i i i � � � � i _r � i i i � � Y Y W Y I � ,qC i AC _ C � _ C 'Y b I I It • I I Y '� V H I � � X ^ � X 7n v r_�.•� � ,. , , � � I I I I � ' g • � p R I I I I x I I I I I I �,� I AC � IAC b � � � i �Q� i � I I 1 ?' .S I y, I I I X Y Y Y W Y ,, 2 p t � �Y � �Y � � 1 ' #p� ' __'—_ ' � qq ' � h � ( Y W Y �Z � X Y Y Y X 2 I I I � ` � � � � � 'Z k > i i i r � i � i i i i � p .. � � � � � �Y Y Y+ � Y Y �Y �W ?- �7-T X 9'-0' �C _ '9' '. � Y i Y � __ _ ul 'i _ Y � _ _ � W W 3 !. ( .. .. � Y � � C � I � � � � A` _ � _ �� � � � _ � i i i A i i � � 'P C' "� 'Y _�� �— u? . H N � �. /� ' z ' ' _'_' ' -_' Tv. 3 h " ' � i �Y I I ' � � U W Y Y W Y W Y X • Y Y W Y Y � iX Y Y W Y i iY L� wl 1c °a ,� 'a � Y'y H ' Y' _'__ Y � '__ � � � 3 � N � T —�' Y � Y W � �Y 1d-0' I � � I � I r p p p Y Y � P 1° � X � i � .. IY IY I Y I IY IY �Y �W � � - h h �, p q 7o X • ,a 7" � i i I e�, aa A,4 ti � ti '� W � � � � � tr a � '44 a; � W 'Y W � i i � -6 b i q i i � N �� N � � !i H � � • , 3 � � 64 2-T 7-6 � '6 I I I I ' C , IAC � ' IAG AC , ' . . r' cz-M p z-r r-r -b z-a z-b �• + tL � :a � Y Y . I,�, I � . � a I I �I � � � � t� R R /. � Z , � � ' 1 I I 1 I I b 7� � , W I I I W I I I I I p Q I I I I N =� 4 .a a --- � p '' R R h a' � „ ,t '� M1p � i i i i � AC a. � � I f W Y Y 'Q W Y W Y % � '� Y � W W 3 Ai � K h ,� l� � Y ' ' � i � � Y Y W Y Y Y Ll �Y Y� �W iY .t � � .c � p i� � �Y W Y Y Y �W 'q� ' g - X iY i Y M �W 1 H } a N 1 '__ p � � C G � m�. IAG �AC � � �4 I - _ X ■ 2�. � a a �' --- 3 a p � � 6 � I I I I I I �� p to�Ni ,� AG ' ,sc �" p ' W I � I I I I t � 9v =� =i b, s '4 Y Y tv p ti h 3� '� �i ' � ' �T � 1 ' I I � 7 ' I , � � � N I I I y I I I i i I � W I I 1Y IW I� ' � � � , ZI. '� `a � , �'� .� b; j�y � 1 l � 3 � P � � � ¢ 4�: �i �,r IIY �Y � �Y �W � �Y � AC � � � iAC A -4' � I � � T �- W YY W Y W Y W� �Y ,, a � � =►. � 3 �t � 3 ,� � � O _ _ _ _ _ � T ' � � I �` ' tr `� a '' _'_ _ ' _ " ' � "_ ' ' _'_ p � � ^� p � •° I I i I I i i ,AG AC _ _ _ _ _ O z r r z �, w r �w �r n r w r �w rr �w 4-n• 2-r 2-r -s• -s• �• � `i a a ;,� a M p ,� �4 y nc � � � Y W Y Y Y � � � AD AD i�' �V � �' � �Y � �Y �W � � 1 . N � I2 Y �Y Y Y IY Y 'Z � r —_ —' � x 'V � 1 Y � ,W 1Y tYs X Y � iW �Y �W �Y �W � � pP� � � �' � } ab. � � � � i � � i � � '�' �L � � ,` � � ,� � � � � A� � I � 1 t � � I i �, �1 /- $ �! � I ( ( -6 -6' i i 7-6 7-T ?-T i i j. _— '—_ 7 7-T 3' T i' -6' F � 7-T 2'-7�2! �7�' � -61 Y W a �. �� � 4. 'h � AD � .'` { �,�,p '� � �y �yy • I'0'C 'AC AG Q � _ _ _ _ _ � i � L _ ' . ' � � �. _ � � ' � � � � ' � ' � � � _ � ' [ T � ' ' � I ' - ---- � � � ,, �. „ } � ,; �, �c , � QP� • ' pY B ' 9F .� ,_._�.. � � � � � � f b. ti �G • /,c I,c . q . Y T 7q 7 � �n T a'; �' s� �( { � AC i • � � � � � � � � i y� L• 'Y MI i � a � � � i e i � i � � e � � a �( p �i Jb ,� � , i � � � � d O �C �S / 4C � � � � � � ' � � O • �� �� .O � s � � � � _ _ IW W I �W W � IW � Y IY W Y Ym IT i �W iY �IN _ _ � b �. . � � � � � � _ � � � � � � � � � �� � _' � I � � � � � � � � � h i � I ' I ' I I I I � X , , , � � ' �. �„ } . .� � ,� ,.,. .,,,_ _� _—t—_ —�—_ s o;� 9 : . . y4y �;� y �J, �. �AC �AC . � i 2 I I � �Y � q • . � �X iW � V W iW �W � ry � �Y iW iY �Y• �Y IW IY �W �Y �W �: y ?, t Zn � � �A J �,p L� , � i � �i :� X � � � �. � t ln y' � � � � � � � � � i � � !� � i � b. � � � � i � i � � � � g � � � � t � � ¢ IW W I ,W W , IW I I � I I I N "" � , ' ' I I �. a � � �. ■ � �� i � � !� �A� •, • • � . . h � iY �A �Y W Y Y_ �Y W Y W Y ?;A )' L ■ �G� .{i � .`%� �= � �� ��<I� W W �W W �A W ^ �• ' � n (� �` b 9 • . . . . . . -pr-T i i � h i 4 Y b� � �• k' y�? Y � I � yl bi�ti� 1 � . R � � JJI � 1`�� ` 0 9 - � 0 _ 0 � ¢ Y-6' 8i' �'' T 0 T � Y � � p i Y � i W Y Y� ' Iy hJ� y � � � � � � � � � � � � A y ;f 1 PP' ' � ' ' � � � � � ' � � � ' - ' - - - MATCFLN! 52108 - - - � - k, - -�-- - - - - - - - - - - - --GIAT bs - - - - a• � " i�aTUUne 'szns � � � � � � � � � � � � � � � � � � � � � � � � � � � � ' Zf• � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � {� ;� � � � � � � � � � � � � � � � � ' MATGi.II� 621�8 � 's 2-r -s• 2-a• "r , } k, � AAA 621EB � y ► -ti MATCFLIP! 62188 Y Y Y Y Y X 2 W W W �. K' a �' L� :( ? •�� } = K, � �JfS '? -b V\ yx � � � � � � �2i �2-T7 •2d�?-6 � o v �y � � � � � � t � � � � i T � '� +3 � � � � � � ` T 2 z'T �� K' r . K T � o- � � p � �. r =a , i o- Y Y Y Y Y � �Y �Y �Z � i i W i W =r � � ' 't y� � � � � z x o w�ar T ��O' � � � I � p i y� ?r r ■ (� � � � � _ � - � � �Z �Y Y �W �W � % pq yy� � W� W � W ' 7�6• �6•�T W i _ � '�' � ' ' ' ' � ' � � , � � � , ' � , , � ' , � , ' , � � ' � , _ ' , ' , ' ' , ' � , , _ � � � i i i i i i i i :P ' 3'" ' 'T 7' � � W � V r -r r-s z�r r r-r � � �e• , 5�. �d •i •i i i i i � P W W W W W W � W y T�'p AD� � / H b Y Y Y w W x qp b, ♦ � W �` � i� b � � � � � � � z 'a w Y Ac � � E � � � � � � � i e � i � � � � � i ► W s-r _�� : V _ _ _ _ _ —�__�__ � _ Y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ V Z Y Y W W X qq I qq `�qq qq I ■ WD � �� � S'-0' IO'-0' � 6'-7 'O' 1 1 1 ( I I I I � I I ' t F i I � I 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 Y Y Y W W X qp �AA n IY IY IY IW IW (X IAA • _ , ,A_�-i � ■ H 1 1 1 1 � � 1 � _— 1 ' t I 1 t f 1 1 1 ! 1 1 1 t 1 1 t 1 1 t 1 � -6' -6' T T4 3-0' � S ' ■ ¢ � ■ w ' _ ' ' ' I � �X �X iW �qp � A''e' ' ' ' ' ' ' ' ' ' ' ' _ � ' _ ' ' _ ' ' � ' ' _ � ' ' ' ' ' _ ' ' ' ' ' _ � � � a� �• ;� x � �— w w .. � � � � 1 1 X Y W Y Y ' Y 1 Y W /�, Y 1 i ■ t 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I � � � I I I I -d iQ1f � x � � � � � _ � �X �Y �W �Y �Y Y Y Y iY �qp iY � � � .. ��_ � � _ � _ _ � ,. _ ,. _ _ ^ � .. � � � � � � � � � � _ _ .. � � _ _ � W � � � X 1 1 1 I I I I I i N , ' I I I f i ; 1 1 1 i t t 1 t 1 1 1 1 f t f i t � �X �Y �W Y Y Y ,�Y Y Ap, Y � � h x � � � � � � �� I 1 1 � Y � � Z � � ! 1 ■ 1 1 t I 1 i f 1 i 1 1 I 1 1 ! I � I � � O O R I 9 ' �YCr� C � 7-0' � 3' 4�' I � O Q ,� '� � ■ � Q � ~ � � � I � I� '9 �. � I� 1 � i , � � � � � � i � i � � � � � � � � � ��' � � ' ' � � � ' ' ' � � � � _ _ � ' � ' ' � ' � � � � � � � � ' Y � � � Y � � � _ � � � � � � � � � � � � : J w � w . � , . , � � , , � , , , , , , , , , . , . , , , . , . � � J ri . O o 0 � . � � � , . , , , , . , , , , , , , , . , , , , , , , , , , , , � (� � (� � b � � Z ' ' � � � � ' ' ' � ' � � � � � � ' � � � ' � ' ' � � � � _ � ' � � ' � � ' _ � � � � � � � ' ���� Z �► � I � � � Q � ♦ ^ r t 1 i � 1 1 1 1 1 1 1 1 � � i F t i i 1 1 1 1 1 1 t 1 � � `I� , � � ■ � � �� � � � � � � � � , , . , , , , , , , � . � , , � , , , , � , � , , , , , , , , r Q � � � � �w 1 1 t 1 1 1 1 � 1 1 1 1 f k 1 t 1 1 1 1 1 1 1 I i 1 � 1 � GRD TO GR� 6'2 IC-3' T'1Vfi 1B4 ff-7j(i 6'C 63' 1d'4' 2'-4�"i 14�14 2T-5�6 8''1035 18'-'�i' 2� -w 23'iUF 18'-i1�4 S-b�i' 13'-735' 1!'-d�i B-d��i 21 '10' 14i' 14-1� 23'-10' M'-B�6 �4�QV's 15-'�6 T-4' GRID TO GRID OVERALL 41B�C OVERqL1_ � z a 4 e e � a v o � a a r� e �e a s � �o a sx aa x 3a �s zr 'e - ---_ - - _.. p_ �^�'�� ; � � r E � � '- '"� -, r - -, � �' 4 i �-. ? � � � ? � ,� �� �__ '_' - _ � � € - ' � aN,�.��__, r�,._�_ _� a` _ . =r�Y �_ � ' �_.� _� � � � � � ' � � � � � � LEVEL 2 m PENETRATION PLAN � � N m �� LEVEL 2 PENETI� ATION PLAN �6�=� �-o- � � NOTES� � 1 . RE� S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. t� 2. 'A' INDIGATES PENETRATION TYPE, RE� S1 .09 FOR SC4-IEDULE. PLOTTED MAR 0 F- N CHK'D BY JRB w �- � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a 0 2 3 4 SHEETNUMBER J � LL 0 � ` 5 ■ o � � D . P .A. PROJECT # 06232 . 00 � � � SCI PROJECT # 04- 187 N � O � V � LL O L6x4x '� LLH N ' -' STONE f�ELIEF .: (113'-2') � W18xit9 'v 4 � SLAB � � W18x3� 5 � (/j ,k ^ � F T - ' � � � - - - - - _ _ 3 � '� _ ,,,.,.,, ,,,.,.,,,. t�,, ° MATCHLINE S2.1 [30] o [to] , � y,1��' � - � � � � � � � ' � � � � � � � � � � � � ii � � ■ MATCNLI NE 52.� 4 L6 x 4 x LLN Q `n � X � 3 X � Q EDGE � `° �'1'! � ' STONE ELIEF 5 :o �0 5 8 h ANGLE ��ti ' ;o W18 x 50 Q OF SLAB /j�3. +3 � +b+ OJ� I W18 x 35 [t5] 18 x 3 [1 J W18 x 35 � O �'/ ��� # � 4 . . 7 �'�b'( P� O �0 4 �`� 6i �I� k3s 1� � . , � � � � i � Q p 5 I ,� . � � ,0 4 � . i Q i v Q . � �� S 6 i . ' x � v �0 x ^� cp •�p Wt8 x 35 � •'� •'� L8 x 4 x 2 STEEL I cU ;o � x '-' -,� ?� � -� � � G�jB ;�� (1 1 3'-1 ') L I N T E L B E L O W � 3 � � 5 � 4 S6, p ��� k RE� NOTE 31 � � ArCh '� '� ts W18 x 3 [15] 3 W18 X 35 [1 O] 8 x 46 3� . � � Q ,o�,ss I '� �O �J (i�3 k3s � 2 0 ' ro S� +6+� I � 5Q � C 5 � k✓ ' !'VjBk � �� W�8 ,l � , m 6 x 4 x 3� LL4-I �9e � � 4 � 3. ' N �h .� (11 . 3S � � (� k3s � � � TONE RELIEF � �!� � I �O � � �O � � S': �lk� 3 '/) ,M '� �3��. O� � � u ' � - - - - NGLE F W18 x 86 [15l 8 x 76 �'VjB� �y� .�� � _ Q; _ � � . k � �l• Q �8 k. , . . N ^ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � 5 5 �113; S � . � 2301 BLAKE ST , STE #100 Z O � . N d. 6 ) 4 k3 q� � � 18 ' I � `� . '�� �� v� � DENVER, COLORADO 80205 � 56.05 r 18x35 W18x3 i W/8k 303 861 .8555 F.303 861 .3027 O � W18x 35 [15l � � 5 SIM. �8k �6 (113; 35 'p� 3 � ^ m ' I . 60 N x S5 1 �13; . �) � S 0225 MAIN STREET UNITC101 � i �? , � ys � , � � � , , .� , 5 .01 c0 t8 W� gx 35 � b' 60� i Q EDWARDS, COLORADO 81632 V 4 - - - - - �O �� �o, I � M _ _ W1 x 35 ' . 3 35 (113'-1') 4 q - - - 970 926 8960 F.970 926 8961 o' I �0 i � 5 1 ' 3 6- . • " + ' i, RE� 5214A F S6.10 �O � � 3 ' O O ST PPED S AB � S6,/� . � � � �O ' � W18 x 86 [15l 5 � � . � EX ENTS �'`� �� w�8 x 35 � S6 � , - - - - - - - - - - - - - - - - - - - W c0 � . � � � TYP A � Ui - x io �; 4r W18 x O , N.� 1/3 '_ . S (113'-i ' � � � BEAM O 4 ; ST IRS AND a` k , � � �m. � � , I � PREGA T I , ' t ' ' �� LA DING BY � N ? 4 x .� i � i i ;o W S5 01 i ., � " • � STL� IR � ' � = � qD M , � 56.11 I W18x35 [i l 5 ; 4 -' i • _ SU F YPLIER 8x3 3.0 � 18x35 ��= _Q , •^ � � � RE� ARCH (113'-t ') ^ � �O � `r L6 x 4 x LLN I O � . � � ' .� X .; -N �� � X �p 5 B 5 "• . _ ; �, . . ' . . . . . • , Wlg x co m RE NOTE 34 � STONE ELIEF ` ' ' " � � _ ANGLE I � I ;� 6.00 3. S5.01 'ti '- 3 ,, 5'-11 3 - ' 3 6 2 - _ � � 7 � = m • O -� I � � W18 x 3 SIM. ��_ • , . ,. � '-�� � 1 '-O' �; ; � W18 x�35�-1 •� 8 k �6 � i i 2 � 5 15l SC � � • � 3 � i � � - lll '-1') . � 10 RE� ORE � g ' • S5. � . �\ � Q 56.01 • O I I � WA :, y • : . �. , , s, . � � 4 � 56.01 ELE ATIONS � 5 Oi , , i ^ IM � 3'-O' ;� �' � , Q MCi2 x 3g � W18 x 35 � I W 8 x 86,0 18 x 35 [20] in (1 3'-1 -) (113'-1 ') W - - - _ - - - _ - - _ - - _ - - _ - - �� OJ� I � N \ 5 I S , m O i W18 ,� - Ab ` � � - - - Structural I 5�6 P� x .� 4 m 5 � 6- x , X35 a�; � Consul tan ts � W18 � m ' ^ 4 ' Incor � orated � n � � Q05 � I x 35 ��= v 6.� 8 x 3 5 [1 O l � S Ol W 1 8 � 3 5 [1 O] 56 01 i D � � `� � 7 � 113'-2'j� ,� � DGE O � 5._q/ , � � 3400 E. Ba aud Avenue 300 a- � I � POST x x Q5 I x A SLAB I Q x e 8'-10/8 Denve�, Colorado 8�209 1 ' 33b �3' � W18 �,p �p � � 3.0 � � � (JUJ� Jyy- � I �4, r A1C (JUJ� 333- y�U I . � x 76 3 � �� � g x 7 [� p] g x g [� p] � Email InfoC�sci-denver com x - - - - - - - - _ - - - - - - - - - - - - - - - - - - SCI Job Number. 04- 187 � � BEAM •�i 113'-2' . , i 5 RE• A/S208 "� m `° � b Q I i i � Q � FOR ADDITIONAL � � ISSUE/REVISION DATE NO. i � i x _� � � S .Ol FRAMING AND � � (1 3x2') 3 � x3 [10 W18x 5 [10] � SLAB INFORMATION STRUCTURALCDS 01NOV07 � (V m �., m . m •,� i i � m TOV RESPONSE 12DEC07 Qj Q J x � x . x � q Q I x Q x Q ,� Q � � 3 3 -� S6. 1 I � � CCD #10 24JAN08 Q � 8x76 18x76 [10l W18x 5 L101 W18x35 p � � - - - - - - - - - - - - � - W - �- (113'-2') W O � � � TOV RESPONSE 11 FEB08 Q in ( 13'-2') ,� N \ I m . N � � Q � 6' EDGE x ' � CCD #22 20MAR08 q OF SLA ( � ' S I �1 5 "� W18 x 35 � WI8 x 35� 5 [10] � Wt [1 O] i �� � 3 -2�� � , CCD #24 23APR08 Q m �; �1 3'-2') m . 2 4 21 m ;- � Q7 � CCD #32 18JUN08 Q 2 X � x . � S6. 8 6.00 � 0 6.08 i Q � � X `�' � � CCD #36 23JUL08 � � � � � 5 cD � Q u '� � `� 3 � � � I � 3 � 7 � - - - , - - W18 x 35 � 18 x 3 L107 � x 3 [1 O� 3 W18 - - � - - �� � 3�-2�� EDGE x35 CONSTRUCTION DOCUMENTS 08AUG08 4 m • •� , DROPPE W18 50 113'-2' 4 � TOV UPDATE SET 10SEP08 S6.01 � - io SLAB �» 3 -� � S6.01 � � gx76- x x x - - - - - - - - - - - - ' - - - ' - - � (tit 3'-2') ♦ i i i 8 � I ._ _ � in � (113-2) I � . (113 -2') I c0 �`� g�-6s 2 4 c���"�Qp�RO 'Y�js�F , � 7 10 - � :0 20 6 22 c� i 2 6 /a 56.14 � : � e9,p:9 °- m W18 x 5 6.08 in Wp x 35 � : �� '� ; � i 113'- ') � (il '-2') � : " � . • � � . �o �p :Q ,� t i i � i m � SPLICE � i � i � i i i i i �''• • . . . . . . ••��•�<c. � � RE� 22/56 06I 16 3 , s��NAI ENG ' p�_ �O -a � 'n 2 � f S6.03 I 6.01 Z J - - - - - - , 4 - i - - - - - - - i I , Q � 6'-OY�' EDGE � ' � � �1 '-73/a EDGE J i i i I � OF SLAB I � ( � I i I OF SLAB � i i J � � � � � � I I � i I I ' � o U � � � d' c0 � Z � I I I I I I I CV tV J O � � � � � � � � � (n (A W � O � 1 1 I I I I I I 1 I t I � I ! I 1 Z , Z O V l� W � � I i � I � J J V , U I I I i I I I �- 1- I I ( I I I I � � � � , � � , � J EDGE OF P/G WALL PANELS 5'-2' � � E I I � I I � I 11 '-93i�' � I i � � J � COLUMNS 5'-2' '-7Yz' 6'-8' 13'- ' 1 '-10' � 5'-2' 7'-O' � '-7' 4'-11 ' 40'-5 8 w � GRID TO GRID 5'-2' 10'-3' 7'-11Ya 18'-9' 11 '-73/s 6'-O' 5'-5" 10'-4' 21 '-43ja' 19'-lYa 27' > �' � OVERALL �7 � � L r � I 2 3 4 5 6 7 8 9 10 � 00 _� i _ � O O LEl�EL 2 EI� �. � ��� � �'L � l� Q �EQ 1 ��=, �-o� p o NOTES� � Q � � � � 1 . BOXED NOTES � INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. � � N � 2. TOP OF SLAB ELEVATI N - 113'-9', UNLESS NOTED TNUS .��"� RE� 52.14A FOR ADDITIONAL SLAB � ' ' t O � ' INFORMATION. � �L ' 3, TOP OF STEEL BEAM ELEVATION = 113'-4' UNLE55 NOTED THUS� (XXX'-XX'). � � ^ �i. TOr Or �LOrIN3 3TCCL DCs�M CLCYATION fVOTCD TFiU�� T �jp�•_�• � . T.0.3. IfVDIGATC� 1 � THC rRGJCGTC� T.G.�. O ��` AT TNE �. OF TNE SUPPORTING BEAM, WALL OR COLUMN SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED � O O ° ON PLAN. � � /1 U � 5. <X'> INDIGATES CAMBER OF STEEL BEAM. �� � 6. PROVIDE 3/a ' � x 4' N.A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED TNUS� [XX] WNICN INDICATES TOTAL � ^ � NUMBER OF STUDS. EQUALLY SPACE H.A.S. ALONG BEAM UNLESS NOTED OTHERWISE. W J r/� 7. �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SNEET 51 .00 FOR STEEL � � . DECK SCHEDULE. � � � 8. AT BEAMS BETWEEN SLOPING GIRDERS. MATCN T.O.S. OF TI-aE SUPPORTING GIRDERS � � T O.W 9. T.O. PREGAST WALL PANEL ELEVATION NOTED THUS� . �•_�• . � � 10. RE� SNEET S1 .00A FOR STEEL BEAM CONNECTION SCNEDULE. � 11 . ��' INDICATES A MOMENT GONNEGTION, RE• i , 2, AND 3/S6.00. O 12. RE� 53.00, 53.01 , 53 02, 53 03, AND 53.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY � PRECAST SUPPLIER. 13. 'SC" INDICATES BOLTED GONNEGTION AT STEEL BEAM TO BE SLIP CRITICAL. 14. COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECNANICAL � � _ - - DUGTWORK WIT4-I ARGNITECT, MECNANIGAL ENGINEER AND SUPPLIER. ^ � � � -� � „ a � 9 16. �► INDIGATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WNERE PARALLEL TO � C E,'� ; � � r - � � � A WALL OR CONCENTRATED AT A PERPENDICULAR GONDITION. � ` � " „ � - - � 17. PRECAST DOUBLE TEES AND BEAMS SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS INDICATED ON THE , �� s .° - , --' � LOAD DIAGRAMS, RE• 51 .03. � �- ov.� �_ � � � � 18. PRECAST SUPPLIER MUST GOORDINATE ALL OPENINGS REQUIRED FOR MECHANICAL, ELECTRICAL AND � � � PLUMBING TRADES. � 19 MINIMUM GONGRETE TOPPING TNICKNESS AT DOUBLE TEE FRAMING = 3', REINFORCE WIT4-I 6x6 W2.1xW2,1 W,WF. ¢ 20. P�-x INDIGATES PRECAST COLUMN, RE� SCHEDULE S1 .05. �' 2t. PG-X � NDICATES PRECAST GIRDER OR BEAM, RE� SGHEDULE 51 .05 � O° 22 RE• S1 .01 AND S1 .02 FOR COORDINATE PLAN AND SGNEDULE FOR COLUMNS NOT LOGATED BY GRID TIE. � LEVEL 2 0 23 TYPIGAL COLUMN BASE TO GIRDER DETAILS, RE• S1 .01 . � 24. QQ INDICATES STEEL COLUMN, RE� SCHEDULE 51.04. ENLARGED PLAN -0 25. FOR ADDITIONAL INFORMATION AND DETAILING ASSOCIATED WITH OVERFRAMING AT STEPPED SLAB, RE; 52.14A. � 26 UNLESS OTNERWISE NOTED LOCAL DESIGN OF EMBED PLATES OR BEARING PLATES FOR STEEL BEAM GONNECTIONS AREA # 1 �,;� TO PREGAST ELEMENTS ARE TO BE DESIGNED FOR TNE GONNECTION CAPACITIES SHOWN IN THE STEEL BEAM �, CONNEGTION SCNEDULE S1 .00A, RE� SCNEDULE S-2. RE� ENLARGED SLAB PLAN FOR BEAM REACTIONS AND DRAG '�, FORGES THAT SUPERCEED CONNECTION SCHEDULE DATA TO BE USED IN PRECAST ELEMENT GONNECTION DESIGN � A 27. TNE LAYOUT OF DOUBLE TEE FRAMING MAY BE ADJUSTED BY THE PREGAST CONCRETE SUPPLIER PROVIDED THE � Q LAYOUT OF OPENINGS INDICATED ON TNE PLANS IS MAINTAINED. � � 28. PERIMETER PRECAST WALL PANELS AND COUNTERFORTS ARE TO BE DESIGNED FOR THE APPLIED GRAVITY AND � LATERAL FORCES SHOWN ON THE PLANS AND TNE SOIL PRESSURE FORCES ILLUSTRATED ON SHEET S3.06. PLOTTED MAR F- 29. PRECAST TOPPING SLAB REINFORCED WITH W,W.F. 6x6-W2.9xW2.9 GALVANIZED, RE� 6/S5.00 FOR TYPIGAL v"', DOUBLE TEE DETAIL. CHK'D BY JRB T - X)OC -XX' ¢ 30. T.O DOUBLE TEE ELEVATION = (AT BEARING ENDS), RE STRIPPING PLANS FOR T.O SLAB ELEVATIONS. COPYRIGHT � 2006BYDAVISPARTNERSHIPPC , ARCHITECTS c � Q0 4 31 . LOGATE BEAMS AS PROVIDED IN 3-D MODEL 2 3 4 SHEETNUMBER. � 32. � INDICATES A SHEAR TAB CONNEGTION WITN 3 BOLT COLUMNS, SNEAR TAB = tYa' AND TOP AND BOTTOM STIFFENER � PLATE AT COLUMN WEB = t'. RE 13/S6.11 FOR TYPIGAL W12 TO COLUMN WEB DETAIL. 0 33. �� INDICATES 2 COLUMNS OF BOLTS IN EXTENDED SNEAR TAB CONNECTION (3' SPACING) RE� SGI-IEDULE FOR NUMBER z ` OF ROWS OF BOLTS. � 34. AT LOCATIONS WHERE A W18 FRAMES INTO A W12. PROVIDE AN S-t CONNECTION WITH 2 GOLUMNS BOLTS U.N.O. � 5 � � . D . P .A. PROJECT # 06232 . 00 � � SCI PROJECT # 04- 187 � .� 0 � � - � , `� ` � � i "m t � � �x i '° = � .. , ` i � , . . . , T ; _ - - - - — - - - - - - MATGNLINE 52.15A � � � �x � � � � � � � ; —� , , . � u ,�.,,. .. � , ,n ,.� - � �; � � , �, ,�. ; . r,,,� R � � � � � � � � � � � � �.;:� �� � iii � �3 � � � . � � � ,.� �� � �r � � � � � � � MATCHLINE S2J4A � � � � ' ��, .. ,. �; ,a ; . � �. ���.��_ ._.,... - ,, <. . t �NU ,„ � ` � _ ��( .. � Y ' ' > . .. Y � ;. ; , .. . ' , : . ; " ;•. - . ;; ., . o:. , ,_ - z ; g, �akyM<�� YI?�.. ,- _ .. , , . ,. ., � . .,,v . Q � �i�.. „. i� i7 '�h �' t - �� „ � � , � � � �, �,1� ^ _ � . �r ; � � { � I � � � � � L � s � ' 1 r < � „ y � � � M .. � .. ' „ � � � � ' • _ J+��-� r_ � � � � � �_ _ ° . • � QrChlt t$ , _ , - � y � 113'-6' � �" .. '.' 5 � . ' � I /� .. : J//�� � � � � ' � � 9 i 9 J � � � � �3 � A � �• � � � � � � � � w'v"/, j °��'' . ` �� ,z � � '- � + ' � � � < � � ♦ � � ✓ v � � y E .q y � y ': 2} �S � ' '' i .. -.. � �_ ., F, & . , . .r�. . . , .... - .� , . , �� �,_�. � � , , s 2301 BLAKE ST , STE #100 � = £ DENVER, COLORADO 80205 � `� � - � � � � ��� ° `e � � 303 861 .8555 F.303 861 3027 I Y S(% o � . � � . � � � � � � ��� � 0225 MAIN STREET UNIT C101 � i � � ��: , � � < � ; ,, � :. ; ,;°` � � i ` � EDWARDS, COLORADO 81632 ; , , ° ° _ .. ° � �'t .� � ,r a�ap �� ;� . ,- � fy ` ° � �°� � j� - - '� , ZpK � - "= ,r..," 970 926 8960 F 970 926 8961 V - - - - - - , - , ;` �,�q.' _ , � � � - - - - - - � � �� a iL.` . / � • � I , � > {� � �, � } ?�K � . , ' , .. ' . _ � � .i . _ i � � � � , t , � I p i i '. " ' ` 20K � � '_ - t5K * . ; ° � v . , _ ; ; ; � ,. :, . . , , ; , 2Ok � � k, • , / . r � ? y ��� " ° RE� St .07 F R I ' '` ° EDGE OF LAB � , • ' " y , � i i ,�- ` � � �t i i � 2 � COORDINA � , � POINTS i I • F w i.. . • � � � � � , ; ' ;:, , 5K t; O � . - �� �" ° . ., 25K� c� ---�� w - - - - - - - " i � — - - - - - Structural . � � , � � � � , . , , Consultants ,� : � � ncorporated � �Irl� r f � � ��'"' � � ` ���� ' ���� � � _. � 3400 E. Bayaud Avenue #300 _ � .� ' � �`����, f„�A" Denver Co� orado 80209 `� „ �� �t ' ' �3U3) 399— b1b4, hdX (3D3) 333- 9501 `% s Email InfoC�sci—denver com X � � � .� � � � , l 6�. f , 3 . , n. � � � � � 5 _ �f , a SCI Job Number: 04- 187 . .. _ � - - �� � � � � E � � �,� � . , : � " � �' � �, : ' � , , � ISSUE/REVISION DATE NO . ' �k C� ` b \ 5 7� �";;z�' -: r , «, S£�.� �=:- ; , - , �� �< ° . � CD PERMIT SET 01 OCT07 z z .... ., � �" " ' � �� STRUCTURAL CDS 01NOV07 � � . .� � � � TOV RESPONSE 12DEC07 Q •� E � S � � � CCD #10 24JAN08 Q N , , 10'-63/8 � ��� �;� ` , � „;F � , TOVRESPONSE 11FEB08 � � � '�" ; x � �� � � � � � � CCD #24 23APR08 � w � � � � � CCD #36 14JUL08 � i t �� 1 � fi i I �� � � CONSTRUCTION DOCUMENTS 08AUG08 Y - - - - - - - °" - _ - _ _ TOV UPDATE SET 10SEP08 9 £ f , i � . _ ' ... E � � . i. 'Y", 65 • . 'f� 1 ] � � I E Q � / I 1 5 �PpO REG/S v Q -� iis -� o�� �i� ROY � �'l`.9F � � Q '�,p' . 4 Q' , C,.' O�� �p�: � � . • . • • ' � � i i � � i � i i i A9��'�c 5 . . . . . . ��G���c, .� , �ONA� oq -lo -og Z - - - - - - ._ - ._ _ . o oc t� � Q O W � � � i � i i I � i i O � � Q � Q � a0 � ^ tV (V � � ll1 lll i i i i i i I i � i Z � Z _ � _ H H Q Q � � U I 1 1 I I E I 1 1 I � � ' , W � GRID TO GRID 5'-2' 10'-3' 7'-11Ys 18'-9' 11 '-73/s 6'-O' 5'-5' 10'-4' 21 �-43/4 19'-1Ya' 27' > � � OVERALL � � � L r � 1 2 3 4 5 6 7 8 9 10 Op � � � � � � Op � . � Q � L EL ENLARGED PLAN AREA I ,8-=, �_o- Q Q � � � NOTES� � W O W + 1 . RE� S2.14 FOR PLAN NOTES. � J � �. - ' INDICATE DR�,G FOI�CCG TO DG AI''I''LICD TO DRAG DG�.ht CONNCCTION^v JtiND 1^RGCA^vT CMDGD3. O � O 3. FOR STEEL GONNECTION TO PRECAST RE� PLAN SEGTIONS ON S2.14.Q � I _ � 4. FOR STEEL TO STEEL GONNEGTIONS USE CONNEGTION SCI-IEDULE 5-2 ON 51 .00A U.N O. � � U 5. DS'X' INDIGATES DRAG STRUT CONNECTION RE SGNEDULE S1 .00A. � � � 6. R-'X' INDICATES UNIC�UE CONNECTION DESIGN. RE� LOGATION SPECIFIG PLAN SEGTIONS AND TABLE ' 1 t J PROVIDED ON THIS SHEET. R-1 ; PROVIDE CONNEGTION AS DETAILED IN 9/S5.00 TYP. AT PRECAST GIRDER LL� � � /1 � �/ J 7. S'X' INDICATES CONNECTION PER SCI-IEDULES SHOWN ON S1 .00A. � � - 8. D INDICATES TOP OF SLAB AT HIGHER ELEVATIONS. � � � 9. �� INDICATES STEEL DEGK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SNEET Si 00 FOR STEEL � DECK SCNEDULE, AND ATTACHMENT OF DECK TO STEEL FRAMING. r ' 10. =`��"� INDICATES THICKENDED SLAB RE� DECK SCNEDULE 51 .00. �.�I O v J ;� < _ e , �� � g s � •—• ^� (1 � ee .. .+ ,.� i � � 1 � t � �—. ) F J � � 0 LT -, v r , i � g; � ' _'.._�-.k�,s. .� ,.__ _� � �u s�_ �_ k S�3 N � � Q � M � � � O � LEVEL 2 � � ENLARGED SLAB PLAN � � � Q AREA # 1 M a�— N � ti, � � � � O �, PLOTTED MAR 0 � � CHK'D BY JRB w � � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � O 2 3 4 SHEETNUMBER � J � LL O z ` o � 5 ' � D . P .A. PROJECT # 06232 . 00 � . � SCI PROJECT # 04- 187 0 N .n 0 � U - � Y � AA Y AA i ' AA i ' Y ' AA ' i W Y Ym 'AA �,�, 2;). � 6 � � T MATCHLINE S2.15B ^ 3; '�• , ty —i-- � � � � � � � � � � � � � � � � � � � � AA � � � � � � � � � MATCNLINE 52.148 �� �qq r 6� � 1 . • -5' 2�-7' 2'-6' 2'-6' ��2; . �'I� q Y Y Y qq Y Y X Z k i AA i W i W i W 3: � �� W � ��'?:' Y � ,o '�— ?:�• ,q� � � � � a i � i i i i 2'� ' � 2'-7' � 2'-�'� 2'-6' �2'-6' �o i ,qq ?:6�2� � � , � � Z 2'-7' 2'-6' Gy >• p� � • y. ?:�. / � � Y � Y Y Y � IY � AA � Y � Y � Z � iqq i W i W 3. �' ?,� q,q � A� , • • � AI�CI 1 � ` l.S , � 2; � 4: � � � � � Z � k �n qq � 6 ?,�, � I ( I I `O X I 3''p' 3, O• , y `�' AD , ? � � � � 2 � 2'- • �� 2; , �4 � y t i t � Z � Y Y � W � W � X qq W � qq W � W q � W � 9 6 qq 6 ?,). . �'V � i U - - - - - - - � - - : i i i i � � i i 'O 2'-6' 2' 9' � 3'-3' i 2' '' 2'-7' � 2'- ' � O W � I�r ' • 2;,�� , y ,�q AD� , 2'-6' 2'-6' 2'-6' 2'-6' 2'-7' 2'- ' 2'-7' � m 2 '6 • 2;�. W 2301 BLAKE ST , STE #100 N � � i i i � � i i W W � W iA � WO A W W � W Y ? -�' � � DENVER, COLORAD080205 , cn AD 303.861 8555 F 303 861 3027 � Y Y Y W W X p,q Q, 'v AA i i '`�q w � � � � � i i i � i � � � ' AA � � � '-O 2'- ' 2'-6' , AA W Y AD � i 0225 MAIN STREET UNIT C101 , � W . EDWARDS, COLORADO 81632 V ' - - - - - - - � W AA - ._ • '-6' 5'-7' � _ 970.926 8960 F 970 926 8961 � �- -- i i i i i i i � ,� � • ' I � Z Y Y W W X AA � � AA 4�-� AA AA � :• �AD � . � i I i i t i I I I � I � I I � �� 5'-O' 10'-O' 6'-O' �'O• , ,. , � i i i i i i i � i i � .� Y Y Y W W X qq ; , i AA � AD � . ; ° � �, � i i i i i i i , . m I I I I I I I � � f • : . � � • � AA � N '.� i iY iY iY iW iW iX iqq : ; `�{ > „ AD - � i � � � � � ' � • � / � . AA . � I 2'-6' 2'-6' 2'-9' 2'-9' 3'-O' - '�• � � " � ' ' - iAD � . � 'i , i . i i X i X �AA � W AA v --�.�� W - - - - - - � . , AA - - - - - �Jtructural i i i i2'-6' 2'-6' � X '-O Consultants � i � � X Y iqq W Y Y '� i Y i Y NV qq Y � � � Incorporated � I I I I I I 2'-6' 2'-6 2'-6' '2'-6' -7Yz 2'-10Y2 � 3400 E. Bayaud Avenue #300 � X � Y � qq � W � Y � Y �O AB IY ' Y iY iW ip,q iY (303) 399- 51�54VFAX (3 3)333�9509 x - - - " ' ' - � - - - - - E SCI Job N�um�beren04- 187 i i � X i � � ' I I I I I ^ ' � �I I I� I I � � � ISSUE/REVISION DATE NO . ' AB � � X iY AA iw � Y � Y N Y � Y � Y � iAA iY CCD #22 20MAR08 � I CCD #24 23APR08 Qj N x I � CONSTRUCTION DOCUMENTS 08AUG08 �� °D AA Y AA AA Z AA AA � � � _ � � � � � TOV UPDATE SET 10SEP08 . N 3' 6' � 3'-O" � '-O" � 7'-O' � 5 -5' 9'-6' � AA � AA - � . � m AA � � i i i � I m _ � � I � i i � AA � AA Y - - - - - - - - - - - - � �-o• � � Z � � � � � AA AA c � � c�o���Qo R0 �eqs�.�9�` � ' ��m� � :'o�� . . . . 1 . . . . . . -� : : Q � � i i i � � i i i i • : � � � SS� . . . . . ��G��, '� � ONAI. O �I ,�o -ag . Z — — — — — — — — — — — — — — — — 0 �c c� � J O � � i i i i � i � � i i 0 � > oc O c9 m � m �t a0 ^ � (V (V � � Il.� lll � i i i i � i � � i Z � Z S � = H H Q Q � � U � , � � , , , � , , J � W � GRID TO GRID 5'-2' 10'-3' 7'-11Ya 18'-9' 11 '-73/a 6'-O' 5'-5' 10'-4' 21 �'43�4 19'-1Ya 27' > � � OVERALL � � � � r � 1 2 3 4 5 6 7 8 9 10 pp � � � � � � Op � . OQ � : Q � � . J O w � J � o � o = LEVEL 2 ENLARGED � PENETRATION PLAN AREA I ��=, �-o� � � v � Q � a. NOTES• w J � /� 1 . RE� 52.14 FOR ADDITIONAL PLAN NOTES uJ 2. RE� 51 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES r � . � � � r Q . J O �/ J � _ J +'-� � j g 1 � r �.' ,1 �l �"` r. .. n � o p C t __ ) � , : � � y z k � q , � i � •__ x... � �._�. _ � _ _ p � � ¢ �i � � � � LEVEL 2 ENLARGED � �, m PENETRATION PLAN � m AREA # 1 � � N N' � � � � d, PLOTTED MAR 0 F- c"'i� CHK'D BY JRB w F- ¢ COPYRIGHT � 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 0 a � p 2 3 4 SHEETNUMBER � � > tL 0 Z ` ~ 1 5 D . P .A. PROJECT # ■ 06232 . 00 � � - � SCI PROJECT # 04- 187 � � a � � � � . � J z 1 2 3 4 5 6 7 8 9 10 d OVERALL J GRID TO GRID 5'-2' 10'- 3' 7'-11Ya 18'-9' it '-73/a 6'-O' 5'-5' 10'-4' 21 '- 43/a 19'-1Ya 27'-5Ya � J Q , , . . . � � . � . . . . g . . . � ._ � � . . . � . . . 3 � COLUMNS 5 -2 8 -11Ya 6 12 -4Yz' 12'-9' 13 -2 2 -8 3 -15/s 11 - /a -9 3 -2' 3 / ' 19'-O/8 5 -4Ya 13 -8 /a 21 -1 O � . � . A r,,,C � ,� � L c � � � EDGE OF P/C WALL PANELS 5'-2' i i i � i q �� lJ � Z Q � � 0 � GOUNTERFORTS 80' 10 � � 28,_O, � i i � � i � i i � � 28'-O' ii ' i i i W � u � I I I � I I I I I ' I I I O � � W i ' : � � � � I i � I I ( ( � e � � _ � � ' : . .� ' � , � • � � t y . } r . 'a. • .� • � � , ' •� . : t .. y i • w � > • " � . •y '• s . ' i r a., t . s e � : r : t , . * s ! � p. � . � f • 1 y , y . • ,� • n ` ' I • ' 2301 BLAKE ST , STE #100 � � i i i i � � DENVER, COLORADO 80205 I I � � I ' i � (V tV 303.861 8555 F.303 861 3027 I I � � � I � i i � '� � 1 � (n � U) i i ' i i I I I I � 0225 MAIN STREET UNIT C101 ' � � � � � � Z Z EDWARDS, COLORADO 81632 -', 3'-O' I I I I I I � 970 926 8960 F 970 926 8961 'v i , , I , I � I � J J •� _• MAX i � PREC TER M�4Y PROVIDE I I i � I , E i j = _ ALTER ATE WIALL DESIGN i i AS RE UIRED iFOR TALLER � i I I i ` I �, I � Q � Q � SPANS� AT TN�ATRE I � � I iE � i I �• i i i '" � l ' � � � I � � � � � I I � I I � I I I ' � I `� I ,' � I .l � B - - - - � � - - - - � - - -I - - II I I I ' ' I I � 1 � i i I I � I I 1 �F I I 1 ( I I 1 �l ! i � � � � � `,, . ' ' ) � I I ( ( � ' I � •. � I � � 8 NOR I TAL � • i ^ ' r � I I � � � I PANELS WALL I I , . �o i � I i -,� :, I I � � � I . ' r � � , , , , , , , � I , I , St uctural ' � ' Consultants c - - - - � � � - � � - , - , - , - - - -� - - - :, , � , , , Incorporated 3400 E. Bayaud Avenue #300 ; I I � i I I I I ' g, I I � Denver, Colorado 80209 II I i ' I i i (3u3) �yy- Ema I FlnfoC��sci�den er com � I I � i i , � i i � � I i � � SCI Job Number: 04- 187 v i _ . I � ~ I I � o II I I I I I , 1SSUE/REVISION DATE NO. � � I � ',, I � I I ( I I ' I I I � � CD PERMIT SET 01 OCT07 � � � � i i � � � i � � I � STRUCTURALCDS 01NOV07 p - - - - : - - - - � - - - - - '� i i � � � i � � � � E i � ( � TOV RESPONSE 12DEC07 :, � i ' 8, i � � � I I I OPEN TO I 8' ORI �ONT I I , CCD #10 24JAN08 Q '� • i i � BELOW � PR CAST WA L � � � PA ELS i i T = 113'-6' � � TOV RESPONSE 11FE608 + 1a I I I ' I I I • � � LEVEL. 2 EN � ARGED PL. AN AREA 2 y8-=, �-o- � � � � � �-� 4 � o ��o #� 20MAR08 4 - - - - L � _ I _ ( _ � ( _ � _ - - _ - - - - - - -_ - - - � � NOTES• E '� i , i " i • � ' °� ' ` � '' CCD #24 23APR08 Q 1 . BOXED NOTES �� INDICATE A TYPICAL GONDITION UNLESS NOTED OTNERWISE. O � ( ( I I I � I � I I I I I I I I I I I I I I I I I I I I I I .�� ' � I I I I I I I I I I I I I I I I I I I I 1 I CCD #36 23JUL08 Q 2 NFORMAT NB ELEVATI,pN = 113' 9", UNLESS NOTED TNUS RE� S2.15A FOR ADDITfONAL SLAB ;n � _ - - - _ - _ - - - _ - - - - - - - - - - - _ - - - _ - - - _ - _ _ - _ �< _ - _ - _ i i _ - - - - - - _ � _ - - - - - - - � - - - - - - _ _ � - - - - - - - � � _ - L� � _ _ ( � _ I I _ I I I I _ I I I I _ _ I I I I I I I I 3. TOP OF STEEL BEAM �EVATION = 113'- 4' UNLESS NOTED THUS (XXX'-XX'). F � - - - _ - _ - - _ - - _ - _ - ' + - - - - _ _ CONSTRUCTION DOCUMENTS 08AUG08 T o.s. �O i i � i i ` g- I I I I I I I I I I I I I I I I I 25 I I 4 . TOP OF SLOPING STEEL BEAM ELEVATION NOTED TI-IUS _ �•_�• . T.O.S. INDIGATED IS TNE PROJECTED T.O.S. . �� i I I I I I I I I I I I I I I I I 5.00 I I TOV UPDATE SET 10SEP08 @ THE � OF TNE SUPPORTING BEAM, WALL OR GOLUMN SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED -� "- I I � � I I � � I � � S 0 I I I I I I I �I »� SQUARE BLOG�OUT � � I I I I I I ON PLAN. �: i i � i i i I i i i i i i i � FOR GOLUMN ER TION i i i i i � i i 5. <X'> INDIGATES CAMBER OF STEEL BEAM. ' � � 6. PROVIDE 3/a' � x 4 ' N A S., FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS� [XX] WHICH INDIGATES TOTAL G ', � i '6� ' '=� 2 �' N�BER OF STUDS EC�UALLY SPAGE I-I.A.S. ALONG BEAM UNLE55 NOTED OTNERWISE. .� `, � � � � i � � 0�,0�`PDQoy�jsT�. 7. INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2 SPAN MINIMUM). RE� SNEET 51 .00 FOR STEEL � I I I I I � I �' `�Q� eq • �F DECK SCNEDULE. � i � i i � ;°� ��m � 10' 4' 6' OYa 6'-OYa 10'-O' 8'-9' 8'-11Ya 10'-O" 10' � ' 8. AT BEAMS BETWEEN SLOPING GIRDERS, MATCN T.OS O ow HE SUPPORTING GIRDERS. � I I � � I I � � I � � I I 10DT32 10DT32 10DT32 i 10DT32 10DT32 � lODT32 10D � : 9. T.O. PRECAST WALL PANELS ELEVATION NOTED TNUS• _ �x -xx- " i 'O � .' r i i i i i �. I 9 .� ���� 10. RE� SHEET S1 .00A FOR STEEL BEAM CONNECTION SCHEDULE H - - - - .', - - - - i - � - - - _ _ 0,�• ��� � � . . � . � ��� 11 , ��' INDICATES A MOMENT GONNECTION, RE� i , 2, AND 3/5600. • i I � � i � s�ONALE�G vq _ 12. RE� S3.00, S3.01 , S3.02, S3.03, AND S3.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY �' � � � � i � II I I I 12 p l� - � � � PRECAST SUPPLIER I I I ( I 25 � � 5.00 13 'SG' INDIGATES BOLTED GONNEGTION AT STEEL BEAM TO BE SLIP CRITICAL. i i i i i S5.01 � ( � G 14. COORDINATE SIZE AND LOGATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECNANICAL �, � � I I � � I � � I � � � 3� � 3' MINIMUM REINFORCE � DUCTWORK WITI-I ARCNITEGT, MEC4-IANICAL ENGINEER AND SUPPLIER. . i� I I I I I I 13 GOMPOSITE GONCRETE 15 COORDINATE FINAL ELEVATOR SNAFT DIMENSIONS AND LOCATION WIT4-I ELEVATOR SUPPLIER. � � � . ' � � � � � I � I � I 5.00 TOPPING 16. -�� INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WNERE PARALLEL TO 0 � '� ; , ': t I I I I I I - I G-7 - � I - A WALL OR CONCENTRATED AT A PERPENDICULAR CONDITION i � i i i IM I i FLAT PLA E 17. PRECAST DOUBLE TEES AND BEAMS SNALL BE DESIGNED FOR TNE SUPERIMPOSED LOADS INDICATED ON TNE �: � I I ( 19 � BY PRECA T LOAD DIAGRAMS, RE� S103 , I I SUPPLfER 18 PRECAST SUPPLIER MUST COORDINATE ALL OPENINGS REQUIRED FOR MEC4-IANICAL, ELEGTRICAL AND � i i � i S5 � � ' `• ' . ' " ' `= ,` ` ; PLUMBING TRADES. - � � I I E � I E � � I � '^ � OPEN ' " � � 19. MINIMUM CONCRETE TOPPING THICKNESS AT DOUBLE TEE FRAMING = 3", REINFORGE WITN 6x6 W21xW21 W.W.F. ; i i i i 18 i , . � � 24 2O, Pc-x � NDICATES PRECAST COLUMN, RE� SCI-IEDULE S105 J _ _ _ _ _ _ _ C _ _ _ � _ _ _ _ m • 21 . P�'X INDICATES PRECAST GIRDER OR BEAM, RE� SCNEDULE S1 .05. � � 3'�� Q - 25 D ' OPE 22. RE� Sl 01 AND S1 .02 FOR COORDINATE PLAN AND SGHEDULE FOR COLUMNS NOT LOGATED BY GRID TIE. K m _ _ _ _ f � � _ � _ � _ � r _ s; i� S5.0 _ 3 ' � ! -� ' ` , • ' ' I I I I I I I I I I I I I I I I 23. TYPICAL COLUMN BASE TO GIRDER DETAILS, RE� 51 .01 r � 24 . QINDICATES STEEL COLUMN, RE� SCHEDULE S1 .04. � i � i i � � � ' � • E , .O5 i �° I 'n � DT = 14 '-6' � � I I I I I I � I I I I I I � � , I I S AIR FRAMING "• •� p . , �; I I 2� I I I I I I I I I I I I 25 FOR ADDITIONAL INFORMATION AND DETAILING ASSOCIATED WIT4-I OVERFRAMING AT STEPPED SLAB, RE S215A. m � ' A D LANDING �-O' " 1 '-3Ya 1 '-O' I it I I I I I I I I I I I I I I J 26 UNLESS OTHERWISE NOTED LOCAL DESIGN OF EMBED PLATES OR BEARING PLATES FOR STEEL BEAM CONNEGTIONS 'p `�' 6• '. ' S'-1) ' S'-1Y�' � i 1 '-N'a � i B STAIR SUPPLIER :, i ,' S301 , ' I I 5. I I I I I I I I I I I I I I � TO PRECAST ELEMENTS ARE TO BE DESIGNED FOR TNE GONNECTION GAPACITIES SNOWN IN TNE STEEL BEAM R ARCH � "� • '� I I I I I I I I I I I I 1 I I CONNECTION SCHEDULE S1 OOA, RE• SCHEDULE S-2. RE� ENLARGED SLAB PLAN FOR BEAM REACTIONS AND DRAG ^ I �' I I I _ _ _ _ �� PL� W FORCES T4-IAT SUPERCEED CONNECTION SC4-IEDULE DATA TO BE USED IN PREGAST ELEMENT CONNECTION DESIGN. � -65�8 i i ;� i N .�. G-1 I i , =- I I _ _ I _ I I _ _ I I I I�--�I- I _ I I _ _ _ I I _ _ I I _ �/� . � , • > �' '� ' , � I..L 27. THE LAYOUT OF DOUBLE TEE FRAMING MAY BE ADJUSTED BY THE PRECAST CONCRETE SUPPLIER PROVIDED THE �. - - - - - - - - - - - - - � LAYOUT OF OPENINGS INDICATED ON THE PLANS IS MAINTAINED B ' ' ' � � �� . � i 12 7 i i 53.01 ` � 5 � I • RE• CORE m PG-17 . 5�� m PG-17 �'�/ � 28 PERIMETER PREGAST WALL PANELS AND GOUNTERFORTS ARE TO BE DESIGNED FOR TNE APPLIED GRAVITY AND � ,0 13 � 56.10 6.00 � ._0• ' _ • 5 5501 x `O 5 WALL x �O x ' N �L Z LATERAL FORCES SHOWN ON THE PLANS AND THE SOIL PRESSURE FORCES ILLUSTRATED ON SHEET 5306 � ;0 6.19 S6.19 I I ' � , m � Q � 5 '` � Q r ;o S610 : �_� S q, � ELEVATIONS � � `� 'n � 29. PRECAST TOPPING SLAB REINFORCED WITN W.W.F. 6x6-W2.9xW2.9 GALVANIZED, RE• 6/5500 F012 TYPICAL � � � � IWl 3 I/�1gx [20] °� Wl x35 [20] � � � � DOUBLE TEE DETAIL. T _ �,_�, � N S1 xtOx ♦ ' _ _ � • � 30. T.0. DOUBLE TEE ELEVATION = (AT BEARING ENDS), RE: STRIPPING PLANS FOR T.O. SLAB ELEVATIONS M n► � � W18x35 Wt8X35 W12x30 • y� 8x46 � O O 31 . RE� FINAL ARGN. DETAILING FOR GANOPY FRAMING. ADDITIONAL ARGH. DETAILING INFORMATION TO BE PROVIDED AT •� 'm � � �� � `O � 6' EDGE S � M 5 ` S5 01 55.01 I • q � • � O Q LATER DATE. � � x � x x x O OF SLA • i , ^ � Q [20] � , � N N c� x S5.01 � � Q � ;o S3.0 ;n ;o � 5 � �O � �O 3 i 3 3 N W18 x 3� W18 x 35 i W12 x 30 i m � W12 30 IN18 35 W18 x 35 � O � � Q � 32 � INDIGATES A SNEAR TAB GONNECTION WITN 3 BOLT COLUMNS 51-IEAR TAB = lYa ' AND TOP AND BOTTOM STIFFENER n � � 2x '� v , • . •- - : - ' � � � � � 4 PLATE AT COLUMN WEB = t '. � N , NSS5 x 5 x j4 � r, 5 � m 5 � SC p S 5 11 '-3' 4'-5' 5 - m - ' '� 33. � INDIGATES 2 COLUMNS OF BOLTS IN EXTENDED SHEAR TAB CONNECTION (3' SPACING) RE SCNEDULE FOR NUMBER � NANGER x � x O x O . '_ p r, I 'v v r, m .-, v � W18x46 W O W OF ROWS OF BOLTS. � � � � M �+ O � x �n �n � J + �' 4 '-2' 1 O'-3' � W18 x 3 � W18 X 35 � W12 x 30 c i S 01 4'-1 O�/a m 3 `' � �o �p � Q � `� �° � [20] �j J r1 � , 3 18 x 5 � 5 W18 x 35 W18 x 35 . ` LJ.. `o � � � O � � � �_�• EDGE OF S B 3 SG g x 35 S5.0 i � � � _ .N - - - - - - - - - - - - - � 2 - - - W18 x 3 �- - - W18 x 35 � 2 X 30 SG �� � 15 G �'Lj��� � 18X 46 �2� - - - � - W18 X x ,w� x ]5 � � r , �/ - P - - - - - 5 -- - - 4� - v LL . .. ^. , 5 f2O� � � J 'v i �v � - N - - - - - - - - - N - - - i - - � � /� � - - - - - - - - - - - - - - - - - - - N � W12x30 1 x35 W18x35 � W18x35 v W18X35 m 5 � W1 x3 � `� i - - - - - - - - - - - - - - - � I �O r ' 18 x 46 � [15l � � � p � 1O 5 � ; L20 � � � ■� � � ,� . 0 � . � m � �n 0 " � � � 4' � POST N tn x 5 • ,-.., O i + O g � .� i � ^ � ,.� � c� x nt g c� x ,n 4 � 4 � � ' � � ,� m `v N x � ^ � r � a0 � r � u � � n � -o°�- � � 6 I X I � �o � `J 3 3 5 W18x46 U5l s Wi8x3 O cv � ' , cp -' � W12 x 30 1 x 35 W18 x 35 W18 x 35 � i � L6 x 4 x 3 LLH W18 X 4 [15] [tOl Q 5 � /� STONE ELIEF ANGLE I , . � I . � . � 5 � `���y v J 5'-1 OYz' 20'-6Yi � � • 6' 4'-1 ' N i N 4Q N o- • � '� � m - - - - - - - - - - - - - - � - - - - ^ � � �- n � r ! � � r W18 x 50 U 5l � � � � - - - -_ -_ __--- �° � 3x �� W18X71 W18x35 , � Q - - - - W18x3 W18x46 - - 5 ' � , � , , O • TIMBER 4 , mSTAIR FRA ING AND • • a �20� 5 Q �� �� a • 1 p�` '' ' ' � � KICKER, ' �:' ,� �n 5 � v b. , � -- � -, �, -, � � .� : ; � W12x14 cnLANDING B STAIR � i � � � „ r - _a � � , � � , � 2 PLCS SUPPLIER, E� ARCH. ' � W12 x 30 � Wl X 35 W18 x 35 � � 5 � ' f ip � - - , _ � v v . - - I W18 X 46 � , 10] 5 [101 , � W18 x 35 LtOI �� p,'� � �� �,s .-�,`_ _ _ .� � _ � . . _ a � � � , m 3 Wi2xlo. EDGE OF S B � [15l X � � � 5 g � �. �i + � N N � � i i i a0 v � � 6.00 v i �% • Q �� � � "�� � , S6.19 W12 x 14 , W18 X 46 W12 x 30 Wl x 35 W18 x 35 cp � ,�r�,�' 1 b� �j � °� � [i5] O 10l Q �o Q 15] Q � � 1�� � - - - � O o � I � � 4 � x � _ � _ 5 x 4 � � '^ 5 � � W18x3 �� �-�k� p _ , � � g R • � , 12 x 14 I W18 x 46 . , 3 u W12 x 30 � W1 x 35 5 W18 x 46 , _ . , r��` +� �'�J v�s � � o- � m HSS4 x 4 x 3/s I LINTEL [� 5] �p Q O Q 15 Q �.� �. S LEVEL 2 a, � � '� � POST, L7 X 4 x %z • ! � . 5 � • / � �° �° � � 2 PLCS � �12x 4 � 2 BEARIN .� � , .�, , , 5 0 , 0 � a b'° , r��+ ENLARGED PLAN 3 .�. EACN END . I � y�� x 5 L15 � ��. � � ►�1 1� 1� W 1 8 x 5 0 � W 1 2 X 3 0 W i 8 3 5 [1 5 � ti y. S N S •.r a ';� , 1 5 •� S T E P P E D S L A �� � AREA #2 � � �''� ^ 5 -33/8 5 Q � , , AND L DING -�k- r� N -- m - �/8 9 8'-1 1 %a 6' B Y S T A R S U P P L I E R EXTENTS AND � �, s �' '� tn � � m RE• AR H. OVERFRAMING OR , `�j 1 � - - - - - - - - - - - - . Wt85]35 � 1 ;� W18 35 L10� Wt x 35 SLAB SUPPOR �� b� ������s �+���� O � a 6- 9 •N r� x � Q U5] �. �L �L �iJ y�� �� h W1 x 36 O � Q 'd x n � .0 a�' � . 4 i 5 �O Q4 Q5 • 1 � •� �� �8 r �� � � � � (11 '-2') S601 ' � � O • x X I v � v + %` ��'• +�, ��,. + � . PLOTTED MAR �� .� � � � \ W18 x 35 � 3 `x° _° cp p ' � r, Q ;o y��' '`� `/j s �i�S � h �n 5 w ^ � O ,� � x SLAB � i57 '; � � � W 5 Wl x 35 � W18 x 35 � 'k' � CHK'D BY JRB ¢ �' ^ '�`� 10 �' s � W1 x 35 � 6.00 Q X rJ' � O] [� O] �1� � � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � N S6.01 6' �� � /s , i � Q Q � �/����S : 0 I 15 S 9�8 DGE OF � � '�K �� b y � 2 3 4 SHEETNUMBER �¢ _ _ _ � _ STONE i2EL EF N W� 6 x 36 5 SLAB � W18x 35 W3` J Q ,� � � T � _ � (113'-2') � W18 x 119 v � � i � W18 x 33 � � � _ (!� +3 _ -k�', � � _ , _ o MATCHL I NE 52.1 [so] o [� 07 , y,�. ,�� � � Z - � � � � � � � � � � � � � � � � � . i� � � � o MATGHLINE 52.14 L6 x 4 x LLN Q � m m � Q �� v� � , $ � STONE ELIEF 5 �o � x � `0 5 OFGSLAB ��8i' � 1 � . ^ ^ �r � _ ' . D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 � .� a � U i I 2 3 4 5 6 7 8 9 10 OVERALL GRID TO GRID 5'-2' 10'-3' 7'-11Ya 18'-9' 11 '-73/a 6'-O' 5'-5' 10'- 4 " 21 �-43/4 19'-1Ya 27'-5Ya � � 0 � � - � Qf Chlt tS � � � o � � � � � � E � � Q � oc o �. w > oc O c9 '� e � � � � � t ` � a . v s • T�. � r i . � • � �ra � > • i f • `; . • a .� a � i � • � • « i . 'y `� t , � • � ,. • ^ r, a , < ! �i . a a : t , i : s e . i a ' : ' i } P a � s ' 'k � � ' " 2301 BLAKE ST , STE #100 �`; '� ' ` ' Q Q DENVER, COLORADO 80205 ' 303 861 8555 F 303 861 .3027 � i 1 � i I i N � N .� ; (A � (� 0225 MAIN STREET UNIT C101 � W W EDWARDS, COLORADO 81632 '• ' Z Z 970 926 8960 F 970 926 8961 . � � ' � � J .__I � , , w ' _ _ � � U U .s H � � i i � � i t ' i ' Q � Q '� � � : ` •r ,y , � ,, B � � � � � _ � _ � � y _ � � � � �. , t , I 1 1 4 1 1 I , � � � .` � i • � :. �O r . : � � , � Structural � , , , , , i c - - - - - - - - - - - - - - - - _ Consultants � , Incorporated ; , : 3400 E. Bayaud Avenue #300 ; � Denver, Colorado 80209 �3U3) 3yy- 5154, fAX (SU3) SSS— y501 , Emad InfoC�lsci—denver com � i i � i � � � SCI Job Number. 04- 187 � �O ISSUE/REVISION DATE NO. ,, � � CD PERMIT SET 010CT07 , • STRUCTURAL CDS 01NOV07 p — — — — — : — — — — � — — — — — — ' � � � � � ! � � TOV RESPONSE 12DEC07 Q ; OPEN TO � � BELOW CCD #10 24JAN08 Q . , n � ' � � TOV RESPONSE 11 FE608 Q _ R ' ' • • CCD #24 23APR08 Q i E 'w � � L � CONSTRUCTION DOCUMENTS 08AUG08 , . , . =� ,` �• , :. b L I I I 1 I I I I I I I I I I I I �q500 P� � � ' I I I I I I I I I I I I I I I I 5�930 PL�1 I I TOV UPDATE SET 10SEP08 � II II II II II II II II II II II F _ _ _ _ _ ` _ - - - - .� - - - II II II II II ^ II II II II II II � II II II II II II II II II II II -,� ' ' ' ' ' � I I I I I I I �I I I I I I I I I � i I I I I I % ii ii ii ii ii ii ii ii ii ii ii . , _�__ �. ____ _______�_._ . . _.� . , .�m __. __ _ �� ...�__ .. _ ._._ �. � _ .....m.. ._�_ _� �. ___ _ ___ __ ___.... __ � ��_ . . � �_ __ _ _ __ _ _ _ ._ _ __. � __. �..� � � � �_�___ _._ _ _ __ __. _ _ � m _ �. ___. _. ._ _ �� �._. _�� _� .. _ _ _� _ _. __.. ._ _. __ M ... _ ___�_�.. .___ _ _. . __ � _ G - - - - - ;• - - - - - - - - - - - ���pDO RE� sl , . . . . . , / . :• , v0 ��QH Royey•:�'9 • � mF � ; � o �� ' r � . � • . i i � � � f � i -o� � 9 ' •Q ' �� ��. , ,��, , ,:� . , . , �' E.I - - - - - - - - - , - - - - - - �� • . . . . .�G� 4NAL E a�._�d ,Q � � � � � . � EVEL 2 ENLARGED PLAN AI� EA 2 �8�=� �-o� , � � � � � � � � NOTES � � � � ! i I I I � � . ` 1 RE� S2.15 FOR PLAN NOTES. •� I I ( I 2. �� INDIGATE DRAG FORCES TO BE APPLIED TO DRAG BEAM CONNECTIONS AND PRECAST EMBEDS O t . I I I I 3 FOR STEEL CONNEGTI ON TO PREGAST RE• PLAN SECTIONS ON 52.15.Q c�, ; , '- � - - - - - - - - 4 , FOR STEEL TO STEEL CONNECTIONS USE GONNECTION SC4-IEDULE 5-2 ON S1 .00A U N O. i ' 5, DS'X' INDICATES DRAG STRUT CONNECT � ON. RE� SCNEDULE S1 .00A. ,� , 6 R'X' INDICATES UNIGIUE CONNECTION DESIGN. RE� LOCATION SPECIFIG PLAN SEGTIONS AND TABLE • •. � • . • �. ' • : � # • _;_� � : PROVIDED ON THIS SNEET. R-1 ; PROVIDE CONNECTION AS DETAILED IN 9/S5.00 TYP. AT PRECAST GIRDER � � � � � � � •� � � ., 7 S-'X' INDIGATES CONNECTION PER SCHEDULES SNOWN ON S1 .00A ,; ;, 8. OINDIGATES TOP OF SLAB AT NIGNER ELEVATIONS. _ _ _ _ _ ' .I . - - - - - - • - - 9 �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SHEET 51 ,00 FOR STEEL '^ � DECK SCNEDULE, AND ATTAGNMENT OF DECK TO STEEL FRAMING -m �+ . K �_ 10 D INDICATES THICKENDED SLAB RE� DECK SCHEDULE S1 .00 � � }' � I I I I I I I I I I I I I I I I I � Y � • ir • •, `, I I I I I I I I I I I I I I I I I ( , 11 . �► INDICATES SERVICE LEVEL DIAPNRAGM SEISMIC 51-IEAR FOR TRANSMITTED TO PRECAST WALL � � � � � �• � �t � 3 ,; I I I I I I I I I I I � I I I I ( ( v � 12. �► INDIGATES SERVICE LEVEL DIAPI-IRAGM SOIL SHEAR FOR TRANSMITTED TO PRECAST WALL "� , �; �- I I I I I I I I I I I I I I I I I � o �• ii i ii ii ii ii ii ii ii J �,` -• ii i ii ii ii ii ii ii ii • � - ii i ii ii ii ii ii ii ii " .� � � � ,' �f , l ) • � � � � � � � � � � � � � � � � � � j � � � � � � � � � � � � � L - - ; , - - - - �:� � st � �;' , ,� Y y ,� � � � W � � I I � 1 t ' � � � 1 x" y rr � ' � � � � � �,�� � � � '., m ' , �� ,� , � _ ��� �� _ � � i • � � . . ' _ �t ' � s ` < � x� z ' � . y • , .w ;. ,��.,�r,s � �,. x <f t � � . � � , f � '�:,��,�'�, E �,. � :.: ;y � <�.. Q � , ' . � � ;, � , s ',c ��\ � • h . ,t s ,:e a �P 1 . � ' �S -P rs �., w r.v , (_j ) ��M � � � � � y � � � � � � . Ylr' < � d;� � k � z a r x . � �vI � ' "� � �1\ x e „ a ,. � �.� � 3 t t , ��.- � " s ` . . � � i'`� � � � � � t 3= i (Q x ✓i�% + f � 9: ✓ . �.r. '��'. .v. p /, . e.'. , Y z, a_.% a � ^Etv /l� C"�� . ./. c:�/,. } ` L�t �° �4 ' F . . } � � . /:'�.. Lv ' } .. '.� z ,.;, y �t ,� "11 I � e � w ✓ c, s;: ,�. ,.�,`S+. ,� ,. � .._ . , . � s � ,,, � � ' '.x;� ._ " - :, .. , . �'; , r �, ..1,�'` � .;g?na , J; , � :¢. --PL � ,�..r ',3-'; ;r . a v . � , � . l �E . �. - i"v • .•t5. t� � � R � � �� 4 '�i:��. . r9r� t � 4 � R F 3 Xy ; 9< we e ;r �_ ` :t :, :. , p=i ' �. < ' : fi ��M. , � z,,� i , , , ,.f�� t 15K=� 23K i 23 x 3,.• F � � n�;,�. � ,� ..r,- � , .�,. 1C�tC = � � «, _ ..,<�. � � � I ...�: , . Q - . . � • � �i:G`°4� j ✓.t�i � . N � ; - � � . , t � . ,: �� . _ , ��� . : . , � � . — — — — .�.. _ _ _ . � . , � . _, , s3 . ;: � s 3,. ,; , .� � . , _ , : . �'.V. .. . . . .. ..' ...:.. -z .i .... ,.. .. . . 'i'. .. . ..»} � '.:� '.. .. " " h� '. � . . .. � .». . . � . . . :. , y ., ..., e E 3 T ..:� .�.... . .. . �' ' v p. C � . ': • , q,.a. . ,; . �" � . . , .., , .r .� , , r . . . . . . 4, . �I: .:.';_ „ ; .,_, _ r .:' ,.mr .. . � . � i ;• .w.,. ., . . .,, ' � �.;.; , .,.� h�.. ' a r � Q Q � � � . . w : �� �. y � �, ,. .��; s �h�t�. ' � b / ! � /...' K � : �� � � � e"(.� � �r � l � Y�.�. N 1 �. h. �. C � y :a � ! a'A � � ♦ r'{ � � � ., . , . ., ,. .: I ., � ., i. . .. .: � � � . . ' .. . .. , . ." 3 , ' . .. , , n. . q / . . ... . : . . ..! . .. \� s . .. n . . « �� .r �,�. ' '. .-. . - d .. . �V _n: � . : .. p a . _ . .: ''.: .. r�.. e . 'r .:. .. r . .... . .. 5 N.. . � . . . i ' ? p. . . ' . �o- Qm. �(� . . m ._. '.r . �' �. . ' V .n {' . ' Y 4t � .,-� - , c :. .,_, . . .,, . ., . ,., 4 .: .. _ ,. . . �.. ,,. ., .. -:. :, , ,. �r.r ,. , , . , ... „ , y,. ...�.. . . -. -- , • , : . ., , , ,- , :.,.. � . :, . ,; �� �„ . „ //��,/ . . . , ,. ., .: : ;; ,.:- . . ., ,, /�r�e , �. ;;,,. ., i O . ..� . ' :.. /` . . .; /p . " . . , , ..-� :; , , . �M` • : • 'r. ( ��F`_ " � D; � f � . ' v; ., „ , �. . � ;: : ,:. . . .; . . . , . ,.. . . : ,, ,: : t � ,: „ ' � � _ r , " a ' " 3 . � o � � . � � : fi ,� . � . . f � .�� : � . � „/ $i 4 � � . ._, ; „ ,, -> . i, ..j ,. ,,: : . . f,..� 3 � ^ . �..;.. ,., _ . . ' ; � °' . ., ' . :� '�.: � :. ., # .. � _ „ , ., . , � � . , , , , • : . . , r' � , � . :� `- , . �� . ,. � f ; �� � /°a. { ; ' � � � � q:/ H;..: ._�i: . . `-N ':f „ , , _ , � , � � � s _ - � �� U _ . � Cn c� � p - - - - - - . , � _ � . . - � K - � , - : , t _ � , ry � , . .. ..�.....� ..�. � . ,. ,.. • � �� ` , � _,_ ; . ° � � ,. W J � - � , _ Cn _ ; r Q - � ,, ,_ _ .�, � : , € � � . . . _ ' �t_ . . . r; '.. Y , � . . 1;� ,rF.. � . ,:, , , . , , . , � � ,. � . . ' � �'.t � i �� 1 I E �r ! _'"" � � ' � �>�°: � �� � , �; ; �.,, , . ,. .. � � " : � ; m . _.. , ; , � „ .. ,. ; ; � : . , �.. ,� ;:,,T ; ,, ,,, ,.�, � s:� v ' � � � �.. � < � „ , 1-. .., , , - � ' � ., 'p, , s. t.. � �. . ,, ..' , » , . . � : � �,. „ „ `� ..: ,. t . 3� : . ,.. � �; y � I i - s b y ., r � � , .. . . , ,: . , �:, , , , ::, . , ,,. , ,,,� , ,,, ,. . ,. ., - .. ; , ; ", � . ' .°+ , „-. � - , .';,: - , .,� ; , . ,. ,,, . ., ., ':. . . , -,i � -:,.., , , •,.;, , ;;, . . � , ._ „ � > , , ,:: ; ' <<, �, . ,_ , � � . , ,. .. , . .. . . .,..,:. . _ . , , . . . � , ... ; , -: ,. ,. , .y „ ;. ;. rr, . !R N ; ' - � „ ; . .. ,. , ., . � - ,s, �.i.: . , ,, , ,.. '; � � _ � ., , . .„ ,. _. . � ; O � � _ _tt3'-q' � " ,� - �� - .� � � _:' � .. � � z , �, �� �� ; _ � f, y _ � � , , � > �=r F,„��� � ' � aa � 1 L � r'° i � ; � �v > ,. � . Z � � � ' z � . Q - - ' - - - „ � Y � - - � - - - -_ _-- - _ .- _ _ a . . . , . ., � v = .. :'.f . F....� �� tn't�e� � ..vA� - � � - . . '/ e % . � / a. .{ . . � tti % sa¢ _ Efi } L ry $ f _ _ � tC✓ -st'.. . .__ . �ac _ ... q ..v. , . �. . ., - , . _ " . . . . � '..� � . .a� . � . i: :' . .. . . � -- � , :; i � ...: '� ` C:"' . ' ::: .a. i�.'.' . �'. . . ;.. � � '.` .... .. - x r . .: J,'.q . 1, .; �i{..n , I' . ,. ... . ... ..1. .. . . . i: .. . .. '.y ' ..�- � v .... .�4 .v3� . .. . :. ' . . I; `° -:, ,.. . , : �:: , . - . 3: y , t 43i .: �,. : �- ' °,Nt [ . .., . ... ; . . ..��. .. .,, , � . . , .. '�,,. ,_-: -y , . . . ..,r.-.: / . � � . , . ,;: .. ;K : i.. .. , �:•. �- :_ , - .; f ; ' ' , '. _; ' " / � ,. X . ,.. - ,. . n`� so " � � (^ • �-'1 ^ � T' ^ n1 � 1 � ;; _ .. ^„ , _ _ _ _ _ - ' - - � _ f �. � � p �, ' � � ' � � r r �� � � . J� _. _ ' _ ' , � ` ra � r I '_ ` ,, r � > � g - y ' B f ,� � N . ' p � �% � _' , , ' ' . ; � t : > ( � � � � � ` � a ; � , . � ° �� . .�`, . '. ,. ° � ' .� � a ���� �. '. •� � � ,. 'u4 . ` . ,... � ., >. . � t � � �u' , y y .. ' ..�5 ~ r.. < y e � c k exy�3 f�£"4 Y Y 'o-i ' - , � g R - - - - - - _ ° r ` .. �� � �' ` � - '�"� �� � - - .. ( 3 . Y.:)i � � � )�'� � � . ° � , � �� � �� °�' � � ���� � � LEVEL 2 � , � „ _ T = � � � 3 -� �D ,``�, � ; ° � r ' � F �° ; � ` - ENLAR PLAN � � � � � � � f � ... , � 1 „ 3� 6- GED SLAB � - - - , � �, .�:� � � � s - - - - - - � � ` . _ AREA #2 M . ^ �`. ; . . < � N � � � � cn� ,.-: .,r � r JF. � o , � 3` I�'�/'g 8'-11 %a s ' �.,� Q'1. � � � , � �. . � . _ . , � _ � , � ; , ° . I � t I � ; �� ` � E � 1 1 o� — ^ , , , � ' o � � � PLOTTED MAR F- •� , . - i � , ' �; ° , . W 1� _ , �� ^ ^� fn t;_' -a - '^ :' , . . '. .. :': � �_ ... '- � � , `� 'S'� r • , ,� �fi w „ � CHK'D BY JRB pt. y :'. . ��...� i >x• � . ,�' . a ' � , . ` COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS > �'° � • � '" `� � � EDGE� OF SLAB O O ' ; ` 2 3 4 SHEETNUMBER. j ' y , ��� GOORDINATES a ,�. � i in = i : � G - t � , � , _ > - - - - _ _ - - o MATCHLINE 52.15A ` _ . � z - � . . � . . . . . . . . . .. .r...■ �rr .: . . . . .r . . � . rr� �...� . .r . . . . . � � � MATCHLINE 52.14A ° y , . � 5 ■ ` ` D . P .A. PROJECT # 06232 . 00 � , .� F ..� :. � SCI PROJECT # 04- 187 N a 0 � U � _ � 1 2 3 4 5 6 7 8 9 10 OVERALL GRID TO GRID 5'-2' 10'- 3' 7'-11Ya 18'-9' 11 '-73/a 6'-O' 5'-5' 10'-4' 21 '-43ja 19'-1Ya 27'-5Ya � I o � � ' � QI"Chlt tS � � I Q o � � � � � � � � � � � � o w � > oc O c9 � q - - - - - . � , , . w •� . • Y , . � • : • r ; • , „ • , , . , .� , ., . .. � , � s • „ • � • - , . •, •• , : •. .. . , < :. � �, . .. • ° r - . . . . r . ti• ; . , t . . , , . , . , . 2301 BLAKEST , STE #100 s ' ` " [� [� DENVER, COLORADO 80205 � � � � � � � � � � (V , tV 303 861 8555 F 303 861 3027 � � � � 0225 MAIN STREET UNIT C101 . W W EDWARDS, COLORADO 81632 �. '; Z Z 970 926 8960 F 970 926 8961 � . , J J co � - _ _ ' � U U ' . H � H � i i ' i ; � Q � Q E I I ' � � I , � .� , ' �� . B - - - - - - - - - - , - - - - - - � I ,ti � ' > ' i i � � � � , i i '> � ' .. . .� ; .: � - ,•. � �� Structural • ' � i i � i � c - - - - - - - - - - - - � - - - _ Consultants � Incorporated -; � 3400 E. Bayaud Avenue #300 � � Denver, Colorado 80209 (JU3) 3yy- 5154, rAX (3U3) 333- y5U1 � i i � � � � � � E SCI Job N�umlberen04- 187 � �O ISSUE/REVISION DATE NO. _, � � � CCD #22 20MAR08 � , CCD #24 23APR08 Qj D � �' � � � f � � � ^ � ^ � CONSTRUCTION DOCUMENTS OSAUG08 ; � ' , � TOV UPDATE SET 10SEP08 i� � � ; y O ; ;� � E - - - - - •r L � - - - L _ E _ r - - - - _ - - - - - - - _ - - - - - ' 'i � 4 �t o � L II II II II lI II II . II II II II � II II II II II II II II II II II �' :, II II II II II II II il II II II F - - - - - - - - - - -� - - - II il II II II II II II II II II � ^ II II II II II II II II II II II •,� ' ' ' ' ' ' I I I I I I I �I I I I i I I I I � I I I I I I % ii ii ii ii ii � i ii ii ii ii ii : G - - - - - ;• - - - - - - - - - - - o�PpO REG�ST ; , . . . . , � : � �p�o�Q�, ROYe9�m9FO . . LEVE � 2 ENLARGED �� , , , , , , , , ; � � : PENETRATI � N PLAN AREA 2 ��=,�-o- H - - - - - :. - - - - - - - - - - 9�F .. . .. .:��,� NOTES� � � � � S�ONAI `��G a q _�a �o � 1 . RE� S2.15 FOR ADDITIONAL PLAN NOTES. II II - 2. RE� S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. � I I ( I II II ��., � � � � � I I I I � � �. � `i 4 `, , , ' I I I I O I I I I N — — — — — — — — . � . � i • • s . � � �� . I 1 I i I I I I 1 � � i r ' � . � - - - - - - - - - - - - - - - - - � " , K "' - - - - - j - - - - } � - - - - Y < < r I� .. � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I 1 I � �' � iti � '; � � � ( � � � � � � � � � � � � � � m � ' . II I II II II II II II II � 'o ' � � f ' I I I I I I I I I I I I I I I I I J � �• II I II II II II II II II ' ��- II I II II II II II II II W � � - - - - _ � _ _ _ _ t ; _ '; � , — _ - - - - - - _ - - - - - - -�- - - - _ - - - - - - _ > � � � " i i i i Y � Y , Y �1/ � W � '�, 2'-6' 2'-6' 2'-6' '-7' 2'-6' 2'-6' 2'-6' 2'-7' � �� - - - - - - 2 -9' - - - - 3._�. LL z -,o '• '� 2'-7' 3'-6' 2'-9' 2'-7' 2'-7' p 2'-6' 2'-6' 3'-2' 4'-2' 2'-7' 2'-7' 3'-4 2'-6' 2'-6' 2'-6' �-6' 2'-6' Q � M - - - - - Iw IW I ' W � ' W ' w IW ' w _ ~ _ I _ � „ , m X � ! ' � � o � qq Y X X qq U � � X X X �o W Y AA Y. ' W � O � I ' X i _ � _ � i AA � _ � � i _ A . w I I I ' X -� X "m I i i I •� X O � `o i � � � � � i -Q i i � s I � W � W � � � � i i i � >.,. � Y Y Y qq Y Y �Y� i i AA `r i w w AA U ' Y I Y AA • � � 0 - N - - - - - ' - - - . , � . . � _ � _ � _ X _ I I I I _ I Q I— 3 .o.. W , , i i � , i 2._ . , i � Q � � � � i i �� Y i i i i i� _ AA � i� W 2'-6 I I I IW N I I I � N I � � I X Y Y Y W � W O W � Y Y Y Y Y Y AA W � i , i ' - i , � i � O `! a.., U � � W W W qq ^ W W W W qA Y Y Y � �� I I I I I � J � � , I I I ;o . XI I Y AA -N � `r ��6. � UX `r , , z , X k m � � , � � , , � O Q � i � I I i 2:� = I q I I I X Y Y Y W U LL � � O , , � X •_ . , A , Y Cn cn p Y Y Y � -' Y Y � Y � W 2'-7 i 2'-7' i X 3'-O' 9 i P - - - - - - ' `" • � 6 _ 3•-q. , y � _ � � � _ � Q � i i � AAi i i i i A `O p,p, 2 -� �'L �I �, _ AA Y AA Y W Y Y p � X iY Y � � W i � � � I I I I I I I I Y � q � U W Y Y qq W Y W Y X � a-. � - � Y � Y � Y � AA � Y � Y iY iW � ' � LL� � � � Y� �' 1 , W 02'-2� in i� W � w � � � I � W 2;_�: I2 _7. I2,_6. I2._6. I2 _6_IZ _6. � � a�. i i � i i � � r � - � � , � I I � I I N �_ ' I I 1 (V W I I I I I (V W � I I I I � �o � 2,_6- o; b W . I � � � Y AA Y W Y Y Y O. i Y Y i i W i �I � � . Z A W Y Y p AA W Y W Y X O c� � IX IY I Y I AA �iW I � T 0 . � O � �° m � XI I I � x ' ' ' � wl I I I I I � 2� � � v� T X . . I I I . - � i i I O - �o �o X � i i �v X ( � i i N W i � i i i i � � O Y Y IT -�- � m 1 • _ � g IW IY Y I � ' qq ' W IY IW IY W � IY Iqq IY IW IY IY iY i �Y �O� -- - - - - - - __ � Q - - - - - - _ , _ __ _ _- - - . � � A � 2 7' - -4 AA � O P 4'-11 ' 2'-7' 2'-7' 2'-6' 2'-6' 2'-6' ��0. � � y �� T _^ � � � € ^ _ � k Z Y Y Z , m Z � Y AA Y � W � Y � Y. Y IAA IW IY � W iY iW � fl � � - - � _ T� _- -�. �.. - - - r � .�_ W�_ sn� � � � - - - Y � qq W Y Y Y � �� ' fy - � , � i i i i X c�1 _ X i i � i i i m X � � "�:� � ? .�- , � � N � IZ Y I � Y Y Y IY Y Z E ' + � I � ' I � W � Y W Y W � - p.P ?• � �. i i i a . a'. � ,n Y qq Y W Y Y,n Y � qq u� 7'-9' 2'-6' y ��• ,� ��. ¢ -� �': � � 2'-6' 2'-6' 2'-6' '-6'i2'-6'12'-7' i2'-7' 2'-6' � 2'-6' � - - - AA 2.- ' 2'-7' 3' 7' 2'-6' 2'-6' ;� '-6` 2'-7' 2'-7' ,2'-6'i2'-6' � 2'-6' �2'-6' � a Y W � �y 6• � y ��. U � U � _ �:, �: � �� R Z � Y Y � AA Y iY Z . � Y AA Y iW iY iYe Y AA W Y iW Y W �. �• ,r,, J- - - - - - - - - - �, � Y � � '° � �6�, � '�• LEVEL 2 ENLARGED � , i i i T in T i n1 T i �': � � � I W I W I � I W 1 W I � 0 - - - i ' � i i i i O Y I A IW iY �W �Y �W � ��0. 9� ,`''6 � � ,?�j � �- 6'• PENETRATION PLAN � AA w Y AA Y W Y Y. I A • " _ - - `" "' : � . � �. � AREA #2 m S _ _ _ _ � • � � _ , ' ,� �` � � . co i i I i i . 6. �j � �� i I i I i �'. I � i I ( I m X i � I I ( 'O, �9 �L ?,) y,9 ;2, �L ; X iW W iW qq W AA O � Y AA Y ' W ' Y ' Y:o Y AA IW IY iW iY iW . T 2 �. �L } �;) �- `6� � i i i 1 �_p• � i i .�. `�`6. �" �� : �'L � i X ' � I � I i i � i � i i i i � I i i � 'p. � ^ - 'q �` 6� �� � PLOTTED MAR o W W iW W � AA W p`A I I I I I N w I ' ' I I 3;�� �' � ,�• � �' �L � I • � CHKD BY JRB • �. � r v X A A iY � A A � Y iW iY iY� � Y q q W Y W Y ?�)� 2;6 J- `�. , . �• ,q , p I w I W I � ' W I W I AA I W ' AB � 3� �� � ,6 �� `���; � } 6� COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � '_7 2 _7 2 3 4 SHEETNUMBER. j O � �-�� . � . I 1 I li V ( �� � ,��,� ,�� ' o ;0 3'-6' 3'-6' ;o I ( I 'V ( Y � I`( q `,•?:6� ,9 ` �� 6• � � > T - - - - - � _ Y � AA Y AA i _ ' AA , , ' Y ' AA ' � W Y Ym 'AA ^ _ q /,y ?:). 9 � 6 _ � _ � ' � o MATCHLINE 52.15B _ 3; � '�•�, W � Z - � . � � . . � . . . . . . � . � . . . � . . . . � . � . . o MATCHLINE 52.14B AA t '-5• . . ._ . �. ��. �q y `6' � � � — � 5 ■ � 2 -7' 2'-6 2 6 qq �: , qq � 1 � D . P .A. PROJECT # 06232 . 00 � - � SCI PROJECT # 04- 187 N � I O � t� � � LL i i0 n I2 �3 i4 I5 I6 �7 �8 i9 20 2� , 418'-2' OVERALL 27'-5Ya 8'-10�/a 18'-3Ya 24'- 4Ya 23'-11Y" 18'-11Ya 5'-5Ys 13'-7�/a 13'-6Ya 5'-6�/s' 21 '-10' GRID TO GRID . 21 '-1 O' 4 '-4Ya 14�-83�4 13'-8Y8 5'- 4�/s `1'-53/a 9'-6" 23'-117�Z' q'-6' 9'-5Y8 4'-4Ya 14'-83/a 13'-6Ya 1 '-29's 4'-4Ya 21 '-10' � COLUMNS � . � . /� r,,,C � � � �S � Z � , � i , 413'-O' � i EDGE OF P/C WALL �y � O � � 28'-O' � 28'-01 i 28'-O' i 28'-O' � 28'-O' � � � 28'-O' � � 28'-O' i �. COUNTERFORTS Q ~ O ( � � I � i � � PROVIDE FLAT PLATE T . ��►1 � u i � I I i � i 4 16 i I i I i TRANSFER SOIL PRESS RE , O � � I I I I I I 5.0 0 5 5.0 1 I I I I L O A D S T O C O U N T E R F O R � i . . � � WALL AND PRECAST B M • f"� P r . • 1 ] � • i i 3 . 1i t 1 7 l I : • T . d 'i . . 1 -� • 'i •a I� t ♦ tf r . � � � � � � � � . � r • 4 t� � . a • • • \ 3 . v a f . •; ,• , . , . ; . . 4 . � , • , � , • • s • ,. , .. . •; . . � , � • . � -; . • , . ;• - . , • , : , - . . . • � •. ; • . • , • ,. •, . .,; . , , . ; > ,, , . ; . ., . ., ., • ; , . , ;. , . � 2301 BLAKEST , STE. #100 � �O ' i ' ~ � i � DENVER COLORADO 80205 � � ' � I I I I I I I I I i► " ' •4 I I I � I I I I I I I I I I I I I I I I I ' � � I I I I I 303 861 8555 F 303 8613027 � � � � > �- i I + � I � � I � � II II tl II I � I � II II II � II I � II �, II II � II II I II � .t "' �i ' ll II I W � W � I � � � � I '� I I I I I I I I i I � I I I II I I I I I I I �; I I I I I I I I � I I �, I I I I I 0225 MAIN STREET UNIT C101 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i � I I I I I E D W A R D S , C O L O R A D O 8 1 6 3 2 Z Z a . I I I ' I ( � I I I I i Q I I I I I I �• I I I II I I I I I I I I ' I I I I I I I I I I I � ' Z � I I I I I 970 926 8960 F 970 926 8961 � _ _ � ' ' � � ' , � I I I I I I I I I I �� I I I I , I I I I I I I � I I I I I I I I ' I I '� J I I I I I � U U j� l I I x I r ii ii ii ii ii { ii ii ii ii i � ii � ii ii ii ii i } �, U ii ii i Q � Q � I i i � I I �3 � I � �, �17 � � 5' ~ 1 L � L i• i I 1 1 I �J � i I ?, � ! ,� I ' I ' � ' O i �-� � 3�4 G � ' � � � i �, � i � � � 15 1 I � ( I i � ( •h . � � 50 r, � t � I� B - - - - - - - - - - - - - - 13 PG-24 _ I � . . . ' .O � I � � �-6� I , . � � i i I I 9 -O 1 O -O' 8'-5' � -2 8'-5' I 5'-`�'a i '-5. 1 '-2' 6•-11 ' S'-6Ya 5'-6Ya i5'-8Y2 ( 8�-83I4 I I 8'-6Ya � ( I � � I � I I � tODT 32 10DT32 tODT32 lODT32 I ST32 DT32 lODT32 ST32 ST32 ST32 I � 10DT32I � 10DT32 1 � � i i � � • 1 '-6' 1 '-6' 1 '-6' ' I I I I 2 �8 8 ST32 i 1 '-6' I I I I � � � II II , i I I i I (SLOPES UP) � � I � i I I I I i � ii ii , I I ( I I � ' SV. 13 I � I � N N I N N , � � i � � � � � I i TYP. AT ( � E i � a a i � i � �1 a � , Structural O � PRECAST � � � � � � I I (; 'O - - � - - - - � - - - - - DRAG _ _ i � _ � � - - - , , , , onsultants , , , � � , 2 � � � I Incorporated I I I gp ii iI ii ii ii II I 17 � I i I I I I I I I I I I I 1 � � � � i S6.13 Denver, 3' MINIMUM REINFORGED 3400 E. Bayaud Avenue #300 ( I I I I T P ING Tc GVNGRCTC � I I i I � � I i I �, I �� � I I � (303� aoo Email InfoC��sci�d n$r�com =N ' C ' I I 5.0 3.03 P�' 13 � SCI Job Number: 04- 187 � � � � � � � � � II I � I II � � _ _ � � � I I 53.0 I � Q � 13 - - - 5.00 -,� I I I I I I I I I STAIR AND � I� � STAIR �IAND LANDING 4 5. � � I I I I I • I I LANDING ISSUE/REVISION DATE NO. i O i FRAMIf�G BY STAIR � i I I I I I I I � I I � FRAMING BY SUPPLIER, RE� ARCN. - - �- STAIR � I I . � SUPPLIER CD PERMIT SET 010CT07 • ; > . �. , , , , , . . � � ` � f i 23 ( I 12 ,� , ,� . . , , , , r � - `• RE� ARCH. � I ; S5 � � g, PG-6 �; OP N • , � � � STRUCTURAL CDS 01NOV07 p - - - - - - - - - - - - - o - F �_ - ` � - i � >' 1 '-O' � � � ' io � 2t �-6� � '-�' Y ' , TOV RESPONSE 12DEC07 , 1 � 21 - 3'-4' , p , I I I I I I I I I I I I I I , � ' I I I I I I I I I Qt � I � • �• S3.0 ' '• � 23 � " I I I I I I I I I I II II II II II II II ilB 4 0 ' 1 '-O' � 2 CCD #10 24JAN08 . � , B " 4 x 4 x j DEGK , I I I I I I I I I I I I I I I 5.03 , } � o . L4 x DECK , I I I I I I I I Q2 r UPPOR LEDGER i � � � ii � Q SUPPORT GER . • 15 ' S 3.0 ` II II II II II � . II II � I O - • • - TOV RESPONSE 11FEB08 � I PLAC S � I PROVIDE f�LAT I I ( I I I I I PROVIDE FLAT ( � v " , _ 4 PLACES I I I I 5.00 � � 3 .' , � . .•• : • . , • PLATE INFILL N > , � • ., r ; , T• - , . ' 3 � � I i , ` ' " � �• ' 's; � ��;', � . PLATE INFFILL I I ( I I I I 24 BETWEEN PRECIAST ; - . � ' •, I I I I I I I I b � , p `� � BETWEEN �PRECAST I I I I I I I 55 Ol I BEAM AND WA L I I � `o I I I I I I I I I CCD #22 20MAR08 Q � _ •. _ _ B M AN WALL . _ _ ''' � " � co i N � ' ` ' �' i ' �N 0 � "", � � `� � . � CCD #24 23APR08 Q `J ' I I I I I , I I I I � I I Ft '-c�' 2'-5' 3'-6 ' 4 -6' 2'-5 '� -6Q� 4'-O'. I I I I I I i I I I I I I I I I I I I I I I I i I I I � • � • � • � � ' I I I I I I I I I I I I 15 P O - _ N � 4 -O' 2 - ` 2'- 3 - 5 -6' 2 -5 • CCD #32 18JUN08 I II II II II II 6 `: II II I II II II II II II II II II I I II II ; II II II � II II II Q LEVE � 2 ENLARGED LAN AREA 3 �-=, �-o� -� � � � � � � � � � i � � � } � � � � �. � � � � � ► � � � � � � � � � _ � � � � � , � � � j � �-�- � � � � � � � � , � � � � � � O �� � � � ~ � � � ' � � � ` S6 x 6 x %a ELEVATO CONSTRUCTION DOCUMENTS 08AUG08 NOTES F - - - I I 25 I I I I � � � ' I I I � 1 I I I I I , � I 15 I I I I I I I I I I I I I I I I I 13 I I �j � I I I I O I I I I I I ' DIVIDER BEAM I I I I I I 1 . B O X E D N O T E S � I N D I C A T E A T Y P I C A L C O N D I T I O N U N L E S S N O T E D O T H E R W I S E � � � TOV UPDATE SET 10SEP08 �_r ^ I 5.00 I I I I I � I I I I I I I I I I I I I S5.01 ( I I I I I I I i I I I I I I I I I I I I I 5. I I I I I I I � I I I I I I � � � � � I I I I I I 2. T o P O F S L A B E L E V A T I N = 1 1 3'-9', U N L E S S N O T E D T H U S• 'OC`''""� R E� 5 2.1 6 A F O R A D D I T I O i v A L S L A B � I � I I I I I I I I , i I ' � I 4 I 19 I I I ' I I � I I I i I I I I � I I I i I I I I I I I I � I I I I I I I 18 � � g 4 2 0 � � I ' I I � I I I I I I I I I I � INFORMATION. � `O N i ii ii ii i � ii i III 50 I , � S5.01 � � � � 0 �� � ii ii � ii ii ii ii ii � i � i ii ii ii i ii ii 5,00 � 5,00 S5.0 S50 5. O � ii ii ii ii ii ii 3. TOP OF STEEL BEAM ELEVATI ON = 113'-4' UNLESS NOTED THUS� (XXX'-XX') � HS56 X 6 x Y ELEVATOR I I I I . 11�' ' ' � ( ( I I I I I I � ros G �" - DI \}IDER B�AM 1 IA I I I 18 I I + T 1 I I i I � I I I I � I I � � p,0� R�G/s 4 , TOP OF SLOPING STEEL BEAM ELEVATION NOTED THUS� : . T.OS. INDICATED IS THE PR0.IECTED T.O.S. O -I 2� � � .• • • • • • . l �ocx-xx- S5.01 i � i 19 4 . • F \ i I I I I I I � $.O I I I . I I �' S5.0 I I I I I I I I I ( p�.; �, ROYB •..9 � TNE � OF TNE SUPPORTING BEAM, WALL OR GOLUMN SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED • i i i i S � i i i i i L I i � 55.m1 i i � i i i V : �Q q�p ;� ON PLAN '� 10'-Q' 10'- ' 10'-O' 1 '- ' 1 '-6 6'-2Yg' '-Ip v'-63I4 ' O 7'-4' 7'-3Y2 7'- 4 ' 7'-4�/8' '-1� 6'- 4Ya' 8'-O 10'-O' • 3 O'-O' 10' O'� 10'-O' 10'-O' 6' 23/4 � o`' ��n : � 10'-O' 10'-O' � R � 5. <X'> INDICATES CAMBER OF STEEL BEAM �a0 i lODT32 lODT32 lOD 3 10D �32 tODT32 1 D 32 10DT32 1 �DT32 lODT32 lODT32 lODT32 lODT32 lODT32 � tODT 2i lODT32 � lODT32 lOD 3 i lODT32 lODT32 10 T3 ; � � 6. PROVIDE 3/a ' � X 4 ' H A S . FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS• [XX] WNICH INDICATES TOTAL - - - - ' - - - - - - - ' - - - - - - - - - �- • : • N�BER OF STUDS EQUALLY SPACE I-I A.S. ALONG BEAM UNLESS NOTED OTHERWISE. H � ! I _ � _ i _ _ ' I � � � � _ , � _ i � � 6 � _ _ � _ � � _ A9��. • • • . • - G��,� O • 7. INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2 SPAN MINIMUM). RE SHEET 51 .00 FOR STEEL I I � � I S�ONA1. E� \ DECK SGNEDULE I RE� GO E 8. AT BEAMS BETWEEN SLOPING GIRDERS, MATGH T.O.S OF THE SUPPORTING GIRDERS `� ' � WALL , ' i I i � � � � � lD � o� row '� I ELEVA IONS I ( - 9. T.O. PREGAST WALL PANELS ELEVATION NOTED THUS . I ' X��� � i I I � 5.00 � I m i i 10. RE� 51-IEET S1 .00A FOR STEEL BEAM CONNECTION SCHEDULE. I , I i i 11 . �� INDICATES A MOMENT CONNECTION, RE 1 , 2, E - - - - � - --I- � - � - - - - � � - � - � - - - - - - � - --� M � I � � � I � � � AND 3/56.00. E � - � � 12. RE� S3 00, S3,01 , S3 02, S3 03, AND S3 04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY � � i 3' MINIMUM RE FORCED ' ' ' ' - ' ' a i i PREGAST SUPPLIER. � i COMPOSITE G GRETE i I I 13. 'SC' INDICATES BOLTED CONNECTION AT STEEL BEAM TO 6E SLIP CRITIGAL. � � I TOPPING � C I ' 14. COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECHANIGAL ( I I I S3.10 I I DUCTWORK WITN ARCNITECT, MEGI-IANIGAL ENGINEER AND SUPPLIER. � � 15. COORDINATE FINAL ELEVATOR SI-IAFT DIMENSIONS AND LOCATION WITH ELEVATOR SUPPLIER. I � i I � � � 16, -�K- INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WHERE PARALLEL TO ! I ( I ' I ' I t f ! I ' ' ` I ' , f A WALL OR CONCENTRATED AT A PERPENDICULAR GONDITION � � i i � i i 17. PREGAST DOUBLE TEES AND BEAMS SNALL BE DESIGNED FOR THE SUPERIMPOSED LOADS INDICATED ON THE -' LOAD DIAGRAMS, RE� 51 ,03. J °� N r \ � � U' U` l`l U' 18. PRECAST SUPPLIER MUST COORDINATE ALL OPENINGS REGIUIRED FOR MECNANICAL, ELECTRICAL AND � I i i I i i PLUMBING TRADES, K _ _ _ _ _ _ _ 19. MINIMUM CONCRETE TOPPING TNICKNESS AT DOUBLE TEE FRAMING = 3', REINFORCE WITN 6X6 W21xW2,� w,w,F. M II II II II II I II II II II I I II II II I II II II II II II II II II II II II II II II I � II II II II ! II II II II � II II I I II II II II II II � II II II , II II II II , II II II II II II II II II II II II II S � M• II II � I II II II il II � II II II II II II U 20. P�-X INDICATES PRECAST COLUMN, RE• SCNEDULE S1 .05. i ' i i i i � � i i � � II II II II II I II II II II II II II I II II II II II Q II II II II Q II II II I II II I I II Q II II I II III II II II II II 21 . P�-x INDIGATES PREGAST GIRDER AND BEAM, RE SCHEDULE S105. � I I I I I I I I I I � i I 1 I I I I I � I I I I I I � I I I I I I I I I I 6 I I I I I I I I 6 I I I I I 19 I I I I I I � I I I I t4 I I I I I I I I I I I I I I I J 22. RE� S1 .01 AND 51 .02 FOR COORDINATE PLAN AND SCNEDULE FOR COLUMNS NOT LOCATED BY GRID TIE p I I I I I I I I I I I I I 50 I I I I I ��� I I I I I I I II I I I I I I I I I I I I I I I I I I I I 5'� I I I � I I I I I I I 500 � I I � I I I I I I I I I I I I J � 23. TYPIGAL COLUMN BASE TO GIRDER DETAILS, RE• S1 .01 . � , I I I _ _I I I I _ _I I � I I _ I I I I _ _I I _ _I I I I _ _I I � I I _ I I _ I I _ I I _ I� I I I I _ I I I I �I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I W � 24. Q INDICATES STEEL COLUMN, RE� SCNEDULE S104. � I _ I I _ _ _ I I _ _ I I _ _ _ I I _ _ I I _ _ I I _ _ _ I I � I I _ _ _I I _ _I I _ _I � I I _ _ _ I I I I_ _ _ I I I _ _I i I I _ _ I I I I_ _ _ _ I i I _ _ _I I I I _ _ I I I I _ � I _I I _ _ _ I I _ _ _ I I _ _ I I _ � I I I I _ _ I I _ � I I _ _ I I _ I �/ , - - - - - - - - - - - - - - - - - - � LL. 25. FOR ADDITIONAL INFORMATION AND DETAILING ASSOCIATED WITH OVERFRAMING AT STEPPED SLAB, RE� S216A O ' - - - - :� , - - - - - - - - - �` - - - - � � 26. UNLESS OTNERWISE NOTED LOGAL DESIGN OF EMBED PLATES OR BEARING PLATES FOR STEEL BEAM CONNEGTIONS , �n PG-17 i G-1 G-17 . G-1 RE� S2.16A FOR G-1 G-2 i PG-21 50 PLF PG-21 i PG-21 �n n/ � � TO PRECAST ELEMENTS ARE TO BE DESIGNED FOR THE CONNEGTION CAPACITIES SHOWN IN THE STEEL BEAM ,� "� � � m � �n STEPPED SLAB �n � m � � m �-�- CONNECTION SCHEDULE S1 .00A RE� SCNEDULE S-2. RE• ENLARGED SLAB PLAN FOR BEAM REACTIONS AND DRAG 6 x � � I a � W18 35 cr� �n � � I a x Q � � , co ,p � ;o EXTENTS AND • W18 3 ;o � cp FORCES THAT SUPERCEED CONNEGTION SCHEDULE DATA TO BE USED IN PREGAST ELEMENT CONNEGTION DESIGN. :o � � x OVERFRAMING FOR ''� x 5 Q ' � � � Q � � W18 x 35 � Q 2 SLAB SUPPORT � � 5 ' W18 X 35 5 � �0 � � � 27. THE LAYOUT OF DOUBLE TEE FRAMING MAY BE ADJUSTED BY THE PRECAST CONCRETE SUPPLIER PROVIDED THE � 1 LAYOUT OF OPENINGS INDIGATED ON THE PLANS IS MAINTAINED. M � ' ' ' ' - - � - - ' �n ` ,o � O O ,� W18 x 46 W18 x 35 5 , � 5 W18 x 35 ,_, W18 x 46 � W18 x 35 ,,=, 5 . � W18 x 35 'U Ol W18 x 46 � 28. PERIMETER PRECAST WALL PANELS AND GOUNTERFORTS ARE TO BE DESIGNED FOR THE APPLIED GRAVITY AND � co � 14 i 4 co O Q '� � [207 101 4Q � x � [101 � -- [101 � LIOI � `O � x � [207 r-, LATERAL FORCES SNOWN ON TNE PLANS AND T4-IE SOIL PRESSURE FORCES ILLUSTRATED ON SNEET S3.06. � Q Q I 5 � ;n cp ,n m Q � •� � 3 Q ^ X •� Q 5 t� �' S6.11 in � � Q I e Q ,n � � � � `� � x x - � x x � 4 v� 4 u � 29. PRECAST TOPPING SLAB REINFORGED WITH W.W.F. 6x6-W2.9xW2.9 GALVANIZED, RE� 6/55.00 FOR TYPIGAL ;o O • ! �p � 4 � � W18x35 � �p � �n S6.01 � 5 � m ap cp SI . W18x3 4� � k � 5 ` DOUBLE TEE DETAIL. T � �ock-xx. " O � p '� O x r, [1 O] . �Wi x 5 W18 x 46 � 3 � � W18 x 35 [10] . � � � � m � ��/ � 30. T.O. DOUBLE TEE ELEVATION = (AT BEARING ENDS), RE� STRIPPING PLANS FOR T.O. SLAB ELEVATIONS - - N - - - - - W� 8 3 - - - - Q Q � LL `� N a�0 W18 x 46 5 � Wl x 35 � u 5 W18 x 35� 11 '-1 '1 Q4 � 4 4 � 5 4 (113'-Y) W18 X 35 � W18 x 35 5 W18 x 46 , � W 31 . � INDICATES A SHEAR TAB CONNEGTION WITH 3 BOLT COLUMNS, SNEAR TAB = 1 %4 ' AND TOP AND BOTTOM STIFFENER • J O W , PLATE AT COLUMN WEB = 1 '. � . m [20] � � � W12x �g2 -� SPAN `" � � N Q � � x 152 Q[20] b �Q - - � - - - - - , - �e , _ - -� � ' W18X35 � �_ _ S6.01 TRANSITION � S6.01 � W�� -��� � � (� 38 �•> � ��64 X 5 , O J 'O � �O `o O O� 5 � � 0.4-I. � � � W12 x 152 � � � Wig � 6� / 3 1� 'O � � O � 32. � INDIGATES 2 COLUMNS OF BOLTS IN EXTENDED SNEAR TAB CONNECTION ( 3' SPACING) RE� SCI-IEDULE FOR NUMBER � 6.00 i ' i ^ ��� '� b " S � i (113'-1 ') 35 i O• � S� � i � � OF ROWS OF BOLTS. m �Wt x 35 Wt8 x 35 E� ��ti „�.� � �113-1'1 ,� ^ � Q � (113 ' •� ,)3 � �'1. � W18 x 35 W18 X 46 ^ � U � x 7 ���3 .O� 1 4 X :� STAIR AND ,� . 17 � q' 6; . � [20] x ,� � P 5 5 ; W18 x 35 ; "' 6.00 m ' �� J k � � r � � O x � � ' (113'-1 .) w � � FRAMING � � v x .� 0 6 �3��. ��p S6 x p 5 5 � � ;o ,-� bp � 6 ,0 � RE� ARCN. ^ �0 � : O• 'O/ �o �:, � vJ • O x 6 � �Z -- " ^ , � x � �n � �h • �� " W� X 5 x � Wl 35 �� �` W x � � � � � � B 3'-11 ' 9'-10' � 10 -?yi `" � cr� ,n � M , x ; 8 5 Q � � LZO �p' z � W. ,c ; m m ; 'n r0 i� � 6• [20l ,n'� r -- - - - - Q Q � > � . � � , 4 � � �� ' � � � � J � � � x � 5310 � - - �1 3x1 '� � � • - � . . 3 v � •m � m ' � k ' `� � 5 ` `t ' °� -- � r� . v .� 4 t � O � Q i � ✓ � 3 v 3 v . : 6. � v ^ " � 1 � � k � 1 �(:� 1 � � � � � • � � sG '� � � `y "` � � 3 7 6 6 � ,,4J ;,�j h :�'x` � � � .J � -� s W18 x 35 �� �� � f� �% � � 8� ■ 56.01 � 3 ' 2'-O' S6.18 S6.18 � �_6• � � � Xh 1 �h ?:)�' � W18 x 35 � O � � � ♦ ^ g 5 .���� � -1� c� ' a• � �cP i � � . S6 01 W18 x 35 •� � ` `b 1n� a- 1 ' 4� (l�J,` �2� 5 � ���' `��3 � �! �. � • � 12X�q � Wi8 x 35 .o . . 4 , l2k \Q � � �4� ` !• S V J � � � . (113 -1 ) / 1 ,��h J �. ? ,� � ,O � ��"; � ✓ � �� � 1��3� "`., � � � �113'-i ') ' � � � � ( 13,�.� � �� � � �k� � 6 'O• � ' - , , � _ _ � _ � � �? �i _ � _ 1 S-3 � W12 87 � . . . - -� ..� . . � + � Wl � h � I � �s x �W18x50 . . � . � W12x87 � � �.� � � i F: i ' � cP � - �'1 ,-(113'-1 ') .-. `� . (11 -1 ') .�. r-.U13'-1 ') .-. �` 13'` � � � � �' , � � p ' /� ./ 1Z ln 1� ^� l� l� In �� 8 � � �1 • r � ^j � " i i (� - �' � l . - - m . . _ m ^ ^ � ,� . . _ _ M . � _ _ ' - - '� - � - ; ; _ , �' � � F 9 . � . x � x � m • m • � = m • m • m • � • � �. � 1 �O� �i �i '� �• ,O ap ih �p in c0 m x � x � x � x � x � x � x � cp m cp � c0 � p, � Qj � 6; S " �� c � cP �� . • 3 3 � `� �p c!� I � cc� �p � � c'� � cn °� � �0 m I _� � ` 3 3 8 ,6y � +/h�� � ' , 5 �� � ��,,, +� � � � � ,p 3 ,6 �s 3 �- 3 � � =- � --- � -- � " � " HSS7 x 4 x 5/s v 1 / ' I 3 z. 5,�, � � .�"� h �` . ... ` _� _ _ - _ .v � Ya __ •� �� . ,� � �c4 � � � p' 2'-11 ' 6'-O' 4'-2Ya '-2Ys 4 '-O' 4'-O' 4'-O�/a '-10�/a 4'-O' 4'-O' 4' O' '-O' 6'- ' '-11Ya' � +� . h � � � r � �"'• �'�' S � , s6, � S�M. ��` �4� ,�'` � -ti-� 11 � � � o �i ` ��s. S ' � � � ' 6 ' . , W�3x 35 ' I U 3x 3� I Wl 3x 35 � i � i i � ��"� �y���,�.� � � 2 � N � 1 � � ��J 1 � + . � � 18x35 - . . � � 2 h '+� �i � � � 113 -1 ) W18x3 Wj + •1 ` � g � � .\� � ��� (113 1 ) 6 k �` .��l� 8j � �� �."� �`� � � ��3 i �� � � 3 �M, 6' EDGE 1 '-6' SPLICE SPLICE 1 '-b' ��,\�h � '` 3,� �� ` � ,� _ � � _ �� _ "i. �� � 56 p� S _ OF SLAB _ _ RE� 22/S6.06 _ RE• 22/56 06 2 3 _ _ _ ` �� � �� _ h _ 0o R ���. +.v, ��. `��S � � �� , u's +3,� � 60� r���.l`• Fj 15 S6.01 - - INDIGATES �1'/8 q� ;� � 1 � 1�+ C1 � � yJ S � � ��c9+ � ��3 ,�� \o�,�� `� 56�8 Q � � S611 NSS6 x 6 x 3/� ,, (�j�,`,� �+�;. � � y, `�� h ' LEVEL 2 _ , � .� .� � ` 56.0 BRACE BELOW ay J .��. .� � � � •' .�� v� � • J ,O 3 4 PLACES SIM Q 4 PLACES s S` ` � �! �+ �\ +, ,�1 ENLARGED PLAN m � t ri + � • i i r t i � i i � � i � co y� S . ,� - � - 3 , - - - - AT BRACE - - - - - - - �� _ `';{� �� MS � � . 3 ..o s � E .,o� F,6 �� +� AREA #3 � , s � �,o \�� �� `�J '� �.� 4 S `� S `3 S, ` � ��+��1 , �p Q 6p� 6p� ,O, � �3 h 4° , i � ` . i i i � i i � i t S�'Li,i s�p � � PLOTTED MAR � ° '� � ` W � � CHK'D BY JRB �n S� � Q � � Q �6�� COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS > ` �j 2 3 4 SHEETNUMBER 6 . � � +�1 > T ! � - , - - � - � - - � - - � - - - � - - � � _ i t _ i � ���� � �- °` � MAT NLINE 52.16 y�� �3� Z . o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � � � o 0 0 � � � � _ _ � e O O e e e o O O e e e e e e � � � � � � 1 D . P .A. PROJECT # 06232 . 00 � ,� MAT HLINE 52.18 �o. ���� � � � SCI PROJECT # 04- 187 � � 0 � � ip n I2 i3 �4 �5 i6 �7 �8 i9 20 2� 418'-2' OVERALL 27'-5Ya 8'-10�/a 18'-3Ya 24'- 4Ya 23'-11Y2' 18'-11Ya 5'-5Ya 13'-7�/a 13'-6Y8 5'-6�/a 21 '-10' GRID TO GRID • 0 ' • - � Archit ts � � � , ► , , 0 , � p , � � 0 � � o �. W o � � > � o � ' A — r = , , > , . • • . ,� • . . , , . �, •� , � , .; ; . , . , t .; , , . , _ > > • ti . , • �. : .. , �, ,.. . „ . , . , : - , • ; . . �, • . � . , , , > •. ; , • • . , ,, , •, . • • ^ . • s • � - � ; � • r ; . �� � 23016LAKEST , STE #100 �I t3 • / v �1 y ti I 11 S� i � y • F '( � • f ) ) � � ,! �l Ia �y �, � ti y y it �� � �r • ` ' • ' DENVER COLORADO 80205 � � ; ` I I �=P5 0 4�F I I I I w I I I I I I I I I I i I ; I I I I I I I I I I � I I I I I 303 8s1 8555 F 303 8613027 (V � (�I ' " ' ' E ; � I I {�500 PLi�T I I I i I ', I I I I I I � I I I I i I I � I I I I � I I I I I I i � , I I I I I � � � °� . '• I I I I I I I I I � �, I I I I I I I I I � ' I � I I I I I I I 1 � ; I I I I I 0225 MAIN STREET . UNIT C101 ' ° ' •� I I I I I I I I � C1 I I I I I I I I ; I la I I I I I I 1 I � � � I I I I I EDWARDS, COLORADO 81632 , ; �,� , I I I I I I I I '• �f I I I I I I I I I� . I I� I I I I I I I I °� ul � I I I I I 970 926 8960 F 970 926 8961 � J J I I I I I I I I '; �f I I I I I I I I �► ; I Iv I I I I I I I I � �,, ? I I I I I �o = = I I I I I I I I N I I I I I I I I �� • I �� I I I I I I I I N . J I I I I I ` ` ii ii ii ii � ii ii ii ii 1� ' i M ii ii ii ii � , u ii ii i � � � - • � ; . : � Q � Q i i E , ` i i �? E i i i . Q i � � � ;: � •; � � �. , ; t i , I 1 B _ � � � _ � °`* � _ � � � � � t,� _ _ _ � _ � � r , , I I I I I 1 1 1 I I I I � � � � , 1 � � � � 1 j�a � � � � , _� � II II � � � a ii ii � N � 1 � � � � � � � � , � Structural ° � � � � � � Consultants c - - - - - - - - - - - - - - - - - � � - � � - - - � n corpora ted � � � � � � � � � � � � � II � II II II II II II II 3400 E. Bayaud Avenue #300 Denver, Colorado 80209 I I I I I I I I I I I I I I ■ ( �n�) 3QQ- 51 �d, FAY ( �n�) �� �_ Q�oa � � i i i � � � � II II i II II II � _ II _ _ II _ � � Email InfoC�sci—denvercom SCI Job Number. 04- 187 -� I ) II II II II ISSUE/REVISION DATE NO. � � II II II II II II II II II II � , ; , , . � . 3 , Y , , , � , . . . , , , , • s • , � , , • , r ; . , CDPERMITSET 010CT07 :; `,,' '� . � STRUCTURAL CDS 01NOV07 , `, p - - - - - - - - - - - - - - - - ... - - , - ' _; � I I I I I I I I I � I I I I I I I F � � I I I I I I I I I I I TOV RESPONSE 12DEC07 Q � �� ;, II II II II II II Il II : ' II II II II il I , ' I I I I I I I I I I I I I I I I '°` ; I I I I I I I I � I I I CCD #10 24JAN08 Q '� � " II II II II II II II II • �. II II II � II II I � � ` , — ; II II II II II II II II '} — , r , , . II II II � I TOVRESPONSE 11FE608 Q ,� , , _ . `�� " , . �' . ' . , � , - - - - - - - - II E� o� o P�� I II II II II II : — ' � •" � � ' ' �` ' " ' •, Il II II �p500 Py. 4 � Q - ':�= � Ql ' . S- 30 PL • 1500 P •s . _ ,, I I Tr. . I I I I I I I I I I I I I I I I I T ���-� I CCD #22 20MAR08 4 � E _ ,�, . ' . ''' ` — — _ — — — — �,• • ` • • �. � " .;` — —�— -- — ` �• • CCD #24 23APR08 Q o � �q50��� I I I I I I ; I I I I I I I I I I I I ��p p��k I I I I I I I I I I I I I � .' ': I I I I I I I I E=50Q � PL � � � I ��930 PL�I I I I I I I I I I I I I I I I I I I �4� 30 PLF# I I IQ I I I I I I I I I I r�• �, � I I I I I I � I I S=93C� � PL � � CONSTRUCTION DOCUMENTS 08AUG08 '� I II II II II II = _, II II II II II II II II II II II II II II II II II � II II II �' ' ° _ ` � ' ; • � TOV UPDATE SET 10SEP08 F _ _ _ , ; :. ,. � . � . • . • , � � - •� . . , . , . • ;. •. . - - I II II II II II � II II II II II II II II II II II II II il 11 II II II II II � � II I II II II ii II II T II II II II II ^ I II II II II II II II II II II II II II II II II II II II II il II II II II II II I II II II II II � � II II II II II � I � II II II II II � � � II II II II � II ii il il il II � II II II II E � � II � II II II 11 II � � II II II II II II II II I II II II II II � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ._� _._. � �.._._..�.. _._.�}..� �..._._. �._}_}..�.... ..�.�...� w�.�}_� �.... �..� ..}�.. ......m..�...�_} ..�.. .�. ..�..._� �.._.... ,.�� ...__.._. .�.. �. _ ..}�.�._� ._�� . � ...{�{�.}.�w.,._... .._.w.. ..{_I�..�---�� _._..�_� .�_. ._� ._ .�. � __ _..V._. G _ _ _ _ � � � � � � �� � � � � � � _ _ _ - _ � � � � � � � � � � � _ � � _ _ , . . . . . . I I I I I I I I I I I I I I I I I � I I I I I I i I I I �p,0 sT I I I I I I I I I I I I I I I I I I I I I I I I I I I �,� . ' 0 EG/•F • ii ii ii ii ii ii ii ii i ii ii ii i � ii �4���,Q,� Ft� Yeq9�9F4 n : � � . � I 1 1 t i I I 1 1 I : : �i , � � Z �O • •� I..I - - - - - - - - - - - - - - - - - 9°�'F • . . . . . .••'G�� S�ONAI. E� ac� _ �o - o� � . , r i � � = i t = i i i i i , i � LEVEL 2 ENLAI�GED PLAN AI� EA 3 ye-=� �-o- � NOTES� t . RE 52.16 FOR PLAN NOTES. � 2, � � INDICATE DRAG FORCES TO BE APPLIED TO DRAG BEAM CONNECTIONS AND PRECAST EMBEDS, � � � � � t � � � � � � � 3. FOR STEEL CONNEGTION TO PREGAST RE PLAN SECTIONS ON S2.16 Q 4. FOR STEEL TO STEEL CONNECTIONS USE CONNECTION SCHEDULE 5-2 ON Sl OOA U N.O. _ _ _ _ _ _ _ _ _ _ 5. DS-'X' INDIGATES DRAG STRUT CONNECTION RE SCNEDULE St OOA. J m 6. R-'X" INDICATES UNIQUE CONNECTION DESIGN RE LOCATION SPECIFIC PLAN SEGTIONS AND TABLE 'm _ _ _ PROVIDED ON TI-IIS SHEET. R-1 ; PROVIDE CONNECTION AS DETAILED IN 9/5500 TYP. AT PRECAST GIRDER. K "' � - - �- �-� � L �. i.� .� � i � i II II II II II II II II II II II II II II II II II II II II Q II II II II II II II II I � II II II II II II ^ II II � II II II 7 S-'X' INDICATES CONNECTION PER SCNEDULES SNOWN av S100A. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I U � � � � � � � � � � � 8. � INDICATES TOP oF SLAB AT HIGHER ELEVATIONS .N I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I 9 � INDIGATES STEEL DECK TYPE AND DIRECTION oF SPAN (2-SPAN MINIMUM) RE� SNEET 51 .00 FOR STEEL � I I I I I I I I I 1 I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I —� DECK SCHEDULE, AND ATTACHMENT OF DECK TO STEEL FRAMING. 'p I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1500 P�,I�l' I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J 10 ' �` INDICATES TNICKENDED SLAB RE DECK SCNEDULE S1 .00. ^ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ��q30 P�.�+ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I w � ( I I _ I I _ _ _ I I _ _ I I _ _ _ I I _ I I _ _ I I _ _ I I _ _ _ 1 I I I _ _ _I I _ _I I _ _I I I I _ _ _ I I I I_ _ _ I I I I _ _ _I I I I �—► I I I I_ _ _ I I I I _ _ _I I I I _ _ _ I I I I _ _ I _I I _ _ _I I _ I I _ _ I I _ _ I I _ I I I I _ _ I I _ I I _ _ I I _ I I — — — — — — — — — � - - - - - - — - - - - 11 . fy INDICATES SERVIGE LEVEL DIAPHRAGM SEISMIC SI-IEAR FOR TRANSMITTED TO PRECAST WALL L - ' - - .� " " - - � , ' - " - '" - ' • - ' - - � . c. � �. < , � , , ,... ; _ ..- . . .. , ; : : � , , �, ,. ,.. , . . s . „ � . � _ , � . , , , , � .. : �>, ;.;,, - :r ` ;,,. ,� 1 . ,, ,, � . , , , ,. F; ,,. :;, d . x ., , , ,, , . , , ��, �, „ _ , ,., . , ,, <, � ,° , , . . , s x�oc , <,. W . ,. , , , , _ . . , , . . , . ,, , , ,, , _ . , ,,;, � , , _ a . . , . � ) ` , , � , �_ ., _ � .. ,,, . ,. , � . _ _ r SL _ . � �t = � , . , , , , .. _ . � . �.. . , , ,, z , , _ _ .. , , s� � _ , _,,, � . 3 s , 3C �, , � � . ,� . � , � � , . _. .. . e ,, . . _ 3L , . � , r . „ , . ll . ._ �, . _ , _. ,.,, , : �,, ,, ,. . Y . , , f� . .,. . ,. . . $ . . , . . . ....... . .. ... . :<. .e........ h . ,., ., .. . . _, . ... _. . ,. . _ .,. . r , ,.. .. . .. ., . . . . ...... . .-,n ,_- - ,,. _ _ _. „ .. ... a :.: .., ........... . . . . . . _. . _.,. . ... .... . . _v. Y . . . . r ..:.: e , . . _s . . �r . . .. . . ...: . .x . _ ... . _ . , . , . . ,. __. _, , ICATES SERVICE LEVEL DIAPHRAGM SOIL SHEAR FOR TRANSMITTED TO PRECAST WALL < , u , un �n �n . . 12 IND � . . , , < . . .,, . . . x _ St . . . �, . ,.,, _. , , . . � m , aC , .. , , � _ , �, .. . .. . , �. ,�. . . _ ,n ...� .., � .,.... . � .,, . . ,.. ^ .. . ,: , .. , . > , .. . , . _ .. . �n ._. . � cr u � , . , v. . �(ry �(} �n � ; . ,,, , ,�u1 � � „ , , , , .. _ �.µ , , , , . , y , E ,, , ' I ,, k . _... . . . . , ., �.., .. . _ . 3 . , r �.�.�. �„ _,_. . .. - .. _._. _ . . - „ . . _. ,n �/'� , ,. , .... .. , .. � . .. .,., .... � .. :: .. _. . � ,. . . . . ,. .. . , , ,..:� ,.,.., < . _._ . , ,, , . , µ . 1 . „ , t � , , �, . , „ i 3 , , , tC) .. . .: .'.; , . , , . _ ., . , i ..,,:. . . _,.- _. , .., ,. . ., . . ,,,, :;_ ;� ,. , .,, ., . ,; , �„ ..... ..i � ,e, . , , : , , „ , .,._: "n•. �.. ... .,. ,. . . ... .. . ., c3 ' . . � . . .,,, . ..n.. . .. ,_ ...Y) ... , _ . ,. , . ..,. , , � ., e rce•nY b � a . ..d, ..n.. . ....s /rii . ., . ., . � / . Y � , VO 4l/ ,. i,. ' . . . .,, . ..,. . , ", :;'. . __ „ . . . . .: ...., e F. .:ra, , . , r . . ..r . . ,, . . . , s. . . .." , . , , , .. .. i� . ... . . .. . . . , „- , , ...,..,, , „. !_� , . .. _ V ... ... . �� .. . r.. . s , . , _ ,. :.L , ::._ i_„ . , ,__ �., s _ . , . c ... . ` . ., c. �.. Kf 41 . �.... . ... .. ,. . . . . .. . . ' t ., ,. . , .. i .. �.: .. . ... :- , ... . , . .,... . , ..::. . �5 .... ::. . . . , a , . . _.,. . < {, ,i . . . . .. . . . `, . . , a ....n . .c < .i. � ./. .. . ,... ,,.. „ ... . . ::._. a . ,. . . . � . . , „ ..,, ,. . „ ._ . , . . . .. . . ... .x. ,.�� . .: . . . ....... .. . .. . � . .s -.:,. n . t . . � .. l F , , . , , , ._. ,. .. . . �...... .:�' e . .. .. � , , , e , � , ..,. . « i < ,., . . . , ..... .., . . , ,. ... . -::_ . ,_ , :_. , . . , � , „ , , . :<„_, ,.. ., , ,,. , - _ ,,.. . . i , .?�, a... , , , „-. „• >; � . . . . .. ,. , , . , ,. N ;:' . „ ... , , ..... , .. .., . . . .. , . �, ,,, , . ,::,,, `::. . >_ ,,. . .. , .,. � .. ,, , , _�, , .:,P . , - , . . . , , �„� � ,.,., „ . . ,'.: e, .,, , . . .. ,. , , ,.. ,•:.., . : .. .,_ u ,'�,��. . ... . . ..�. ., • ,e.,,., ... ., ,.,. �e� y - _< „ , ., .. , , ,. , :::., ,'.. .,,��, . o , . . M _.. :,-. . . . , . .. ,� . ,. . � ,. .. . ..,.. . , u, ,. , ''�. , n , i., ,. . ..,. . . , . ! . � � , 'F . . .c . . < , <.,. ..�..., ..� .:�.. ,. � . . _. '„ , ,. .. ., � , . . .. :::.,,. ..., .. . . ...... . .. :. ,. ,.. .,r ' .,Z.�; . . ,_ . . , ' � . . . .,.r ,.. ..... �. . . . . . 7 , .,, , .,,M , :..�.. „ . .- . „ , ,._, , , , . ,,:. ,:: .,, „ ., , � „-- .- ,.. :; � . .,., ,. , -- , , , ,.:�,., �, .._. ,.,, . ;,, ,. __ i .,, .. , . . �.: , ., _.,,,, u . � €.. . -; --,,; . , .,. , ��'�: , ::<� -,.. � ,,,,.,.�... . �, . ., . ... . , . . , .� , , ' _,, , i . .. ., . ,a ,,.. . «„ . , . , . . . .. , � . . . .;... :' . ; ,... ., . , ,.; . .. ,.- � . , ,; , , ,,,, .. . � , .,... 2. i. . . . « . v.. . . _ ., ,,.: .. , � .. - , ,.. _r.. „ .. . , . , , . . ,_ ,,, .✓r . " , :.. . , J . . _ ,. . _„_ ,;.:.., , . „ , „ , ,_, . ,:,_ , ,. ;- ...,:�. .f .. . . . . . . � . 't • ` ` ,:. , . ,., � . ... . � .. - � ..... . . . , l•. Y . .. _„ . . . � , . . . <.:.. . .: � r . . . .. ., � a ..... .. ,... f _. d . . ..�. > e s, :: , .. ..,, _ ,. . , . ., r . , . . , , .. ,.,...> .. . . .. ...... .. ....c�.A. .rl e. . , .. . . ., ._r. . ..., . ., . a. ..a�... .. . . . . . .. . ., . , , ._ . , r , .. ..... . . . e� . , 9 . . . .. ,,., : , :,. ._ .,, ,:., ., .,-, ..,. . . �, . ,�.�� .,. . . , f ,,.i. , .. .,,_ . . ., , ., .. , n . . ... .�. „_ � . , < .� . . ,. .... �. .,_, ;; , . ., . . . „ . , _ _ , � 3 9 � , , , ; _ . _ , , ._ .. , . ; , y_ . , . ,. „ .. � .� , . �i , ��. � s . �, x . . „ , ., _ . . , . . .. . .. ,.. ,. . � „ . �z. � ,.. . .. � , ,. . � r , . . . . ._ _ ; , _ ,, r . , . ,,, �_ , 6 , .. . .: _ �, , ..:, .. . v. i .. . .. i . :<.t - o .. ...... n.. r . . .l _ . . � . a . . . . .. _ i..- . ' ...'N . . . .D . , '' . . .:;', y '., �er ,.]�, -� .. , .: . ., :!:",. � ,"" .:: , . ',,.. ,,,,, . . .. . ..... . . . . .. i. � ...... , . _ , .. ..v . � o .� � . . . . r . � ,. . � ✓ i ': . . ,. . , . . . ' ., , . , . F ,1 t, i., n. . / " - n .. . , .. , f� � .. _ ,_.. . . .i. t<. � . <" . . .:. !.... . ..... . e. .. ,. ..,, , :. . . .. . . . .. . . t .. ..,... .. ., . ... . :::, , . ,. . .. ,,, .e: . :: . m .. .. . I . . .,..::.... � � . .. ..rr ., v . '. .., � < � r :: ._ , f , m .. , . _ .:,,,:' .a F «. . . .: a . . . �. . 1 .. . ._. . .... .. ... , i,.. . . , � �.: , . . .. m , ... . , .,,,. „ ...r .� ,. „r.., r,.M, , -::�.. .,: , .,,. . . :'.; n . . , ..,..r ,,�,. ... . ._ , ' ux-,. , . ' .,, .,: ,:. , r . ., ,>...,,.... , . . .,: , , �''�: . . .:.. . .. ... .�n > ,-; , ,. . , .:. . .s_ .� . .'� " .,,.. . - . . 1 , .., ., :_� .: .... ... . , _ ,, .., . ,: _ . : .<; , . , . , s, r+� „ - , , ., :_„ r . ,_. ,,.. , �,., c - _ , ., ., ,. . .,,:., „ , . . , . . , ' � . � . . �. . ,.,_ . , ., . '"Ct,.. ., ,. . . . .:., .,. �.. . _, . � ... , .:' . ., . ,. ,: . . . .. ,,.. _, .. , ., , _ , _ ., .., . ,.0 �. . ,. ., , E . . , . . , . .,,. . ., . . ..,- .,; � . . . ,. , -,. .,. _. .. . , .i . .�. , �' . xz,.., � ,p.. - , ; .: ..,, , , . �.., e,. , , . . ... , , .. . ,., . �' , 'i _.: , _,,. _ �. Y . . .a � . .,e .o. ..,,, - ..,. z o , , . t: _ „ . '. , '; , . l hn.. „ , ,, !;, „ ;6 . . _.., �. a�„ ..n , . ,�s . .r�. . . , „ .., . , :.. . „✓..t r . . e. ...a .a "�, ;:. .; ';"= ,,. . v,. ,:, .. . . ..:., t .. . ::.. ,_.. wo . . .:., a. ... ,.... . .� n .. .. . . , '., . . . r. . . . e, r .n i. 3 . � ., ,.,. .,. , '� . , . - i N .. . . .. £' . ,.;..-, ,. . . . .. i . � i. . - i.,.. .,.. x.t .... . $ ::. . , n. . .. r . . „_a„ ..! ., :.,,, . ,. .. xy . ,.. ,.H . � � . . . . ..y. � _.. _.,. . . V ' �y r �/� _.._. . , r . r'. 4.... r . ... ar� ... ... ..w. ! r w...�.. . ::: . ...-� . .-v, a..� .. e ..<. .. . ..: ' '. ia . .... . . . . . . . '..i .e .. i/ .. ...r ..i .Y ... � 1 � . . / { . .., t , . ..t..r.. . . . f .o :.� : . ... ::x . .. � . . �s: .. o-_ . a . '.: ..... . ., ii Ri ... .:: . , . . ..:: � . . ... . i . :.. .... . ' . . . ., ,. . • � e..�.. . ... . / ...... a., .. . .�. . .✓a . . r i ., ._. . . . Y ., . : .. . , . . . . .. .,,z -. . .. . n, " ._,j./� . 3..r .. . ,_ . _... .. . *� .,. . .. ... ,., .,... . �� , � . . . a . ., . .:...rk . a.. . ..x i . ,. ..., , 9 . . _ . . . ... . . / :.a , ... . . ...... ........ . ,_' . .. r. . . .. . . �J . , , . V . . , ..e . ... . . ,. , ,. .: ,,,,.: . .,., a e . . ... ti : . '�. . � _:. . -. e , .:,a , .:f�.n( . :;: '= . ..y� fi. , , . , .: . x ,. , . ... a .. , , . . . ,f.. . ',... ' ....,, . ..,,,,,, . , a. . n . ;:r. .. . r..✓. .. . e, . ..5`. n . . . . � .i.J ��...... ::., , .. ,^ '2 . ,. a . . . , .i:�:, . . .. ..,. , . ,,, ____, . ,. . .. , .... ' ..,,. . , . .,e , . , . .i.,. . . ... . . . . . ........ ... . . . . . .,.,.. , , '1 , , . •. �F,� .... � - . , . . ...,,, , ., . ... . . � v. v . . .t ... .. E. . v . ..rr. -..t.. .. . .... m .. F . . � .. , i ... . .n .- � . . . . . . -.. 1 '.� .. ..� a... . . '. . . . V ............ .. . . . . . ., . . a . .. . t� '.'... .. . ., s_. _ a ». . 'i , . K pa.[.� � , : c.Y( in '.: �.� . . ,. . v t .,'a i..2.�t : � . � . . ..:. , m� . . . .`� . . . .� . � �. r': � r. ..>. .. . ..�. ...: .. .. � .._. � ... :. . .... y v. s.�'i : ` 'Fµ� . ...� . -..� - . . . r t - . .. . - � � . ._ .:: a . ...... r � . . fi . �a v' �':_ .... .... . . ..... ..... � . . � .. _. . . .. . . . w F. . ._. ai . . -. . . i � " . . . : ' . .� a --Y.'. � a . 4i � 4v :: o . . , s_ .. . , . ' . . Y +.. . � e . . . l ' t . R. 4- ...1 .. - -:i -r. . P. . .a..,. : .. �. :.� ..x .. �i ..1..'. „ .t' „ ,�.,. ,. ,,, ,, . . .: . .,. . . _ - . .� 3 , �,i . . ., ,., _ , .. , _ .. . , ,.,,, . _ . . � , , � . ... ,, ,. . ,,.„: - . ,r. , . , -- r • -- � . . . . ,: . . . - ., .:. . . ,_ „<.. . ._. . .,,,. . . ., .... . , . .. , . ., ,. . . ,,,,. , , s- . ,._,. , . ,,� ..,,� . , . .;. . , .. ..::: : , „ ,., „ • , � . , ... . .G , , „� • . o ..x_ ;�.� ... , . ,..�, . ,<„ �, _, _., ,,,. < < ., e1 „ �:. .. , __._ , , �: , . . .. ,, ..., � , ,, . ., >::: ., „ . : :_ . .. ., . . . .. , . , . .,. . .. „ . , ,: a � .. . , , . .. ., r , .,,, , . l ., s, . h . .. . � . . :.� u.a, . . . . ... . :.o . . . r: 4 . a .. ._ . i. t ae1 .: i . . . . . . i - . o . ). :'::r .. ..[ . y .,. . . . . .,, ,,,. ,. . . , , , . . ... . , , - , . 'Y . i� r... P, v ,.. . .�.., r .::� . , . _.. / . . . . , � . . .. ,..; . Y, b. . ,�.. ., _„ ., ... . ,. ' . . , _ . > . . �. .,n, i. " ,�.,,. ,. . . ... . � .. . , ,, ,� . , .., . .., . _ ;�. - . . . ,... .. .. _. .,, r.. ,,,.. ' ,, .,, ,,,,, _.. .: ,;�r . � . . ,. ., -.,., � -. f-i „�; , , . ., � :.. :::.; ,,:'. i >:�o ,..: „ , ,. ., ,. , . , '.:,.. ._ . ., ::. ._ . �. ,., . ,., , -, r .� .,<.� << „ :,,. ,. . . ,._ �, . .. . ,,, ..::. .,. ., .. .. - , . , , . �r . 4 „ „ , .:;: . , .. .... . ,: ,,, .,. , , „>..,,:. ,. -i . , , . ' , ..�... , �. .... „ .. .., . .-.. .,. ,; . , ,� -:. ., „ a, - .,., , ,. , , :: , r,. ,,..,, ., ,,. -. _ . .. . �s .,:�, ,_: . .r,,., / .r.,r , e��� �., ,,,, . . ,��.... , . r 11� . . Y'£a;` .�' ,..,, ., � ,, . . .;. -+ ; .,. .,, . , . , ._ : , 1�M�M�1� ,.:. , , ,.;. . ,y ., .,,6 x.. �«., . :, ... ,.,. , ,�n, i; .. � .� r � ` -- . r � . �� � ... � ,�. .�. ... . .,,., , ^,, , . �,�„ .. ; . � , .. < . � w. � � r ... .� -,�, - : , ' ,;, , ,:, .. .,: . _, . .. , � , .. , o; - , . , ��. .r , , , ... „ :. , . , . , , '�,..,. - „. ,.. ,:_ „ , , ,.; .., �, .. -. , . �<. e � .,.,.i. .. . . ,. , . , , 'd, . , . ,., _,,. .. . „ . < , , . ,.,. ... ,. ,. ..� , .: ,:. , . ,,... ..,- ,,,,_.. ,. . . . ..... , . , . ,"' ... ,: ¢ J C . < ,, . � . . . „ ,. --. . _. ,. ., . 6� , .,� , ,,:.. . . . .: „ , .. . - . , ,:, , . .. ..,.: �. .. , . ., :::. ,, . . :�. .. ,i, L: <. :_ , ,....e. . .., , , ,,: , , . . M ,. : _ � . ,_ _ , � ,. x _ . , . _ . , „ , , � , , . � . ;�;:� � � � . . � , � � u . . . .� _ . . . , u_ ,, F , . . . , . �, .. � �,,. ., ,. . , , � _. . ., .r . _ .� .� ,,,. �.,, , , , r, � . _. , . „ . �... ,.� , . � r .� , . . . .,, �. , ,., ., ,,, „ . �� _ , .== . , ,: .. , , ,,. .., . . . , � �., -,,. , ,, ,:: : ,; ,- , ',. „ _ . _ �.. . . . ,. . °<'-; ,f . , ... ::.. . '� . , . . - , � t - :., .,,, , r . . :,.., , z3 ,�,„ �. � . -- . , ., , ,.. , , . . ... .. . . .. . : y ,� . _ _ , - . , , . ..: ' , - ; "'+� , . .. . .. ,.;� , � -� , ':..� ' - �i� ia' � . , - , .;" , :..:_ r . �, .. _ . ..,,. - � — O O f . .. . . .;., , . ,,, . ., . .-,,. , ,,... � ,. , .,; _ ,. ,. „ ..,w ,, .. � � .,: . . . > .. . . .,.,..< .:n: ,, .. , . .. , . .,__.,. , . ..�,E „ . , ._.., ,. , .,. ,. .. , :., 9., .. t , .x' .. . , . .. .:, ,, ,: , x . , . . , �. , '," , �. i_ . , o , , „ „ , , ,,.,: h� , • ,. . .,, . . .. .. . .: ,.,_,. . . ..,... , o..,,, .�.:,.� , . . . . , . ., c . �, .,.. � , . „ . ;_. . ., v . , xr , -v'4` �,. 8 i . ,l' i .,✓ . z .b . §.r. . r ' �..✓ . . . �.. :v.:. ... .. , . ,..:v„ � xt - .�.. .,,. . , ..: .,,, .:. . ... :.:,,, ., . . ,.... ....,.: . , < . y r . _ ..:•..,�:.s , , ;,: : .,e �, „ 1 • . ✓ . .:: - p, . . . � � .. ,::, :, . ., .. ;:._ , ,. . .,,, ry ; . ..,, .., . :: . : .. .-. �.:�.<. „ . , '�. . , .:,` . _ ,,,,. _::; , , �. . . .,. ,: ..:; .: , -.: , ...,. _ ,. x " : � . . . -;' . ,. _ . . , ., , ., . , ..,,. ,.. "�.u, .,n .,�,,, , .. :,� , .: ,-�-,, ,.:.: ,.., , , . , , : .., ;. . . . .. , , , . , . , . . ,,,. . . , ,�.; , . , , , „�.. � „ , :", . < . . .;. . ,. . , , ' (0 k , . . _,,.- ., t . . .. . ..... ,. :_ ., � ,.. , .. . . < ,, ,. .. .. , ._ . ,. , � ,- , . �, , ,.. . ,, ,,, :... ;-„ �' "a�;xr ,. ��; , .., , , �,�; .. : ,.. _ , ,.. �.F ,� .. .� ., , . . , ,. , .,. . , ; -. . , . ... 3��; _ . , . .. . .. � ,,, , a . ., ,... , , �� ._ ,. .:` . ,. . . .. ,. . . . , _ , .: . �„�� ,. , , :._ ., : . , 5 �• "�r . U , ...,, .._ . . ., .. . . , �.... .. , , . . .:' .., . . r, ,- . ....t ,. . .: . .. . .: , . :,, .. , ., ., , . . .. ., ,s. . , . .: 'a . � . . . ,. .. „ _,. .. ...:. . . .� ?. s � ' , .. 4, ..;... „ .::. ., .. � , . .,,, . .. . ,. , ;;:. , ., ; .. . .�% [ `J� 'e . . . . ti. . ...a ',i.a ..; - - _ . ,::. .!a , ;: . , . ..✓, _ ,...,. ..v, . t 4 . . t �.:.. .. . . --, .. ...,. .: , . _ � ,..:i, . ' ..:c: • y... . , . . _ r .,. . .: , :! „ :C.q ;'C:.:. .. . .�., o.: .r p . . �.r: .:rn _ , : .i. . " . . ... , ._.-.� � : , k' 'r Cr. l. .r. ✓. ' a � .'i � � . �;. r .> .a . �y=r� x r'A .� .^':.F l' . . .a. . � . .'. . . . . . .. . .. . . 2:. .. .. . . : .. . . � . ..... n ..i::.. :i' ., b.., . .i. - n. i . �' .. . .. .... a . . .-�.. .. .. R . -i . .... . . s. , .:.. -r . 5v�il''.Y .,,��{' f . .. : . . . a . .. m . . . ..r. T . ...: . 3: ... ::_ u n...... ... . .� . L:.. r v e . � . . . ... ' . . . . ... .r.. ._ . `. _ . ..;:,,. ... . �. . .: . � r,o.s.r ... «. i a . . , .. , o . i , ,.. ':. ..v I . a i.. F . 1. . .,, . . . _... . .,. . .., .. �'..... ,_ . „ + x ., a� .s .. _ l'i . , .... .,.. . . ,-- o- ., . . , .., , . . . ,:- .r.. .... .. . . i .3.0 � . . . . . .... . t ..i .. -::_ . .{! ..,i . ' � ., i. . . ... i .:'.� .:zi , . .. . :z a . .r. . e� i�. t .. .. i . .. .✓y f . � . .. -.a. . r. i.r . . . :._. -' J. .... . . ._ ... ' a . o i 5 . < . i. .. .:. . .. .i.. . y.. . - S .. . ...:. . . . .i :.,. q�¢ ..�'Y^„�.. . . ,_ ,. . . a. .f... :i . . . - . r . .s 5 . .. . . , ,,. ... . , , . ::, . / . ;_:. . , , .,,,, .. .„ . . ,. ... .. . ,... . . . .... .. '{ , , , , z .. .. . ;:. .: , . . . . „ .,.,, . ::,..:: .a... .e�. r .. . ., ,, �.:.., t,.. ..f , <. . - •;. drv.. . . .,,. ..::. . , .,..: , i V'.r .... . . . . . <:..-. :. ..; . ...4 ... y . . ...., � n. .... . ... � .... . .. p� :-� . �� . .;:. e . . ,. . . . . _, . E^ . .. 4 . . ; ..... . ....... .. � -" .,,,,: , . n . .... . f :.. f.:nwi e. . u.. ., :.,ir.." . . '�.. -.. . �i n . . . . X .. . ._ . ., r.: ... � . .. ... . r i.. . i.i» 1 .. ...e . r:. n. .c . . . .. r �. . .. ..... .q<...n .. . . . .. .,, gi � . .a .o -::, .,. ��. „ . ....... ,. . :.: ,: ..Y ' � M14 r " • , �;' - :.:r: J ....a , r . . . . . _.__ , c .o � ie . , ... . ,. t Y :v /� s 3 .i ..;.. ' .... . . .. r.n. . r . .. .. .' S� v.n . , .. � v., fm' : .. .. .!!. � .. .. . . . '.a .. r v . , ..'.. . .i. .. . .ar..'. .. 4 . ... ... , r .. . , ::. ., ......,. , „ .. . . �.« ,. .... ` . .. '.^'. . .... . . , _ .,... . .:.. .. . . ' :.., . A: ..Y .. k< : .. , � r -, .. .. : .. . ,, r .. .r; . , ..? , , , . .: ,... , . .,, „ -✓, . , ��. :, ':, . ,: , ;... . ,. ,r, , . . .... . . .... ... � .. ,::_ . . .: ; . .. ...:.r , � e W , . . ., .. . . :., . , , : ,. „ ..� , . ;, ., . . .„ . ..._„_� ,,:.: .. . „- „ ,... . .. . , „>. .::��,. . . �....tH . , , . 5.. ,,,.. . ...,. ... .,, . � , . i . _ . . .., .. ..,. e :. ,:. ,. • , , .. .:.. .., e : . , � ,,,... 4a , � . . . , 3 , as...., .. ,, ,'�.: ., _.. . 6 , ,. ..ea. . - . _,_ r J . .::r . ' vii .... T. . . ./ . . . ... -: . ...... . L.nlili ...LS. rrr . s . Y r . . . . rs.d . . � (r, ., i.... ..v.. . . . ,. ...<. . r . 4.d.. G .. , . . . ... . : , 3, w .,_. . , t . . r � ... .,. . .. .... l . . . . -, . . . 3.1�. . ..... ... , . . . , .,... . .. .... . . . . . , .: , . ' . ....e . , l .; .. , . ,:. . . .. . ... � ... , r+.. T x e . . ...� ... . � ..,. , � . .. , . .__ ..... . ... . , � , , ., . ., . ._ .. ,,. . . . .. .. „ ... .. :: : i n .:, .. ...,. ,. .,.- ,<!. . . _.... .. ...i... .. �. . o--.. .. . ..:�... , .. . ,. . ..cL X"1 .N.e I � ,,; < � m , , � ,a �, , 113. � , � .. . , � .: ; ,,- .. � . .� �o � „ , . . � .,. . .. , �: ;.. _ 113 '� . ., r . .� . , .. , . , . , ; . x ,��. , , >_ q . , � � , .s, , ._ . . ., . . . - , ... . .. ..: .. . .. _: _. , . ._. ._ , ._. .. .__ . > .... .� ,. .,. �a- ., .. ,, rrr■rr..�i��i.�.r*� : .,.,. . . . 1 ..,,.,. , . . . ..., , ca.� ,. .., ... . . ,, , . .. , I , .. i�rrrrr i�.r..+�rri..r��� < y w .,, i i i �, E... ,. .., .. , . <� . �. , ,. ::; ,r . ., °; .<.,. ;. .. .,,, ., . '�;:. _. , . _ ,., .__:.�.: . , .:.; .> < ..,..,. , , ,,, . ',;,r ._ . - � ,.. .,� , .,,�.�� _ ,., . ::_ , .., . .,..: ,,.,., ,, . . . . . , ._ ,.. ,.. . . . ,, .�. . . � ,.s..� _ . , N > „ , .. . ., . , •. .- ' �� < . :,�, .., � .. , ., �;�� �.. � .. . '., .... . .: :: .. . .. . . . " :.. '.:)' ' 4 .;, r . . . ;":. ` . .:. .. r- . Y : - t:.: , . , r. , e .. - . , ,... . , . . ..r . , y ,; , ✓ n . �.13 �, �< �.� . ... . :a . .: - . � i. r.... '.... . .. ... . . .: . i •• • • ,v" •e:. .v✓•� x . f ._ , ,: - , O,:A r.. .a. . : : . .;2 ' ' r'. . : "sa [ ,_ , 'i r€EP.a..._e+' S,. . . , ... , „ . . . . . ,,. ,' . ;, ... -�, Q ),;' , - , , _„., -, �;�' � 3 ;; ; . !:. �. � .. ., a. ;. , , -,,;-, �,. . , „ . . . ,,, • : � +. .� ,�.. �. . . � . � .�.����.��.�....����.��..�..... .r� .. ... � . r�. �.�.++� � ,w : .:, 'w. � .., ; ;, " ,. ,. , 1 . ._ . .,. . . .. . ... . , , ., . „ �.. .•. , .,..,. „ .. .. � q� .. « , ., v .. . .a: . .,, . .. ». � . <. , ... . �... , ,, . . i vii ' . {r:r:y • q Qc � � �� ' , ... . : r . : . n.rc ... .. . . ..,«.. ...,„... . ::. . . .......oS .. ... ... . .:..r .,_. :,z . ::. ._' ye .rr . ., .. . yi:. i ,. „. ., . - . S ;�, ,r „ . _ :�s , , „ , - '*s N , ,_ _. . , . ' , � � , � ,-� � , _, � � . , � � � Q � �. �, . � . , ,, , . , .� . . y.. .� . ._ . . ..i'i. . .. �.v . . , . ... . . . . v ...iuu. . ... . i . . .� . _. . .i. v . v.W. s . ii . .. n / .. ii . . o . . � :a3 . .S.,rN t _ � : .. .. . c z: - i i . ....n. .r . ... . . .. . ..r . . . v . . _ i i . ): . . ......'. . �. . r .. .(:. . � .. '� , y � ... . .i . . > ''.:. . .. . . i . ..4 . a.....n. _r . _i . . . 5 . � ........... , _..a .. . .. . . i . . . .. . . .' .:: . 'n'... e rv ... .F� .. z c , i; .ai . , . .. . . . . .. -,. � �.r�.. .. . _. . . . o c...: .� . ... , i ....a«. . . . v . , . . , .._ � . _ . .. .... . .... . ,.o 'r 1:. , v }". .. E... , :.a ' . �. ..... .. . . . :.::... .. ... . :r .. . . . .n rr c. m4 .:.. � ...el . .3 . . . . . ..." .i r .. i ... ...... . e.x-..dm: Pi .. e . .. . i c . ..r. .a... . ..... ..vv rx ... _...,� .... .... . . � e na . . ..n 'YO . . '.:. . . .. . . '. .. a . i . . p. ... ... . s''. � ... . . .. � .: .. .::: .t` .. a . v_._.. ...... . .s. . e ,C . ..a- .... . . � , r.. ...v� . . . . _. e . .r . .r . .., i..... ... . .. , v. . .. . n . _ ' . .. rb . . r r . . .. . 1 '3 . . .. .. � . 6 ...a... � .. . .: . . ...:.'.. r m � .. . i. r ' . . . . . .. .:...r '. .,. , . . , . ,. .... . ... a ,. . > ..... , ..1, ,. � i � n. . ., . ,.,. E . . ' . - ' . .,.,. . � .... ...., ,: , . , . _.. � . , t _.. , . .,, . � .�r„ . . .. r . -., "._.. , , :i. ..n . ; v,.L i .r .:' ,... , t. . . . . �'" . . ..i .. ..,, a . . . \ . � . . . . ..... .:.. . '. .. � . .� r .... . . . . :: .ai _.. . _ . . ... .._ . ._. in .....e . ...� . . . - .:.. . i , n .. . . . . .r'. .. .✓. . < . . r .. .. . . .,.....uv e . l. i...Y... ' ''.. , q. . , e: • . . i ,. 3 .... . ..1 . ...y _ , . - ,,, . . . ..a. .a. _ ..., .,.. . . . r. . ._ , _ . < - ,. ,:y ✓ . .. . ..., o .. , ..,. . ,t. ... . . '3,° .F .+ - ,,, . . .. .... .. i _ _ ,.> . � .. ' . .. .,. + . _s . !.,. . ,, . . ,.'. .,.,,. ,....,, . . . ..:.: . :,,_. _ , i ...rn . � ... .,.., . .v., a . .r... . .a�._ . .. ..,, ., . lv .:'. .,_ . , ... .. i . . . . :_ ., . . ...:.. .. .. r .. . .,. .. ... :<. „ >,,. .. ..:.n f .. > .. ... ' ,. ,. ,,. .. i . 1: . , _ ...,_ , ,. . , . . . �. ,. . , � , Y . . . ... .a . . (- , _ ,,. . ./B:' . . . . , , , :: ..:: ., :. . . . : '. ..�daQ , ':.., r � . _ _„ . _. . ..... . � .,,. .,. i� . . .. ,w r ., r . .... - v a v .. ... . . 4, v . . .,, / „i � 'IJ r .i e . ..��. . a ....i....c� . . . S .....r.. .. . ... :<a , . . : . .. ,. v b . ". .... , . ,::,. ... .,. � . i ,..: . .,. ,,.. . e. �.... . � , . ,. . . . . . . ..s. . ,. ., . . ... . .. ... . . � .,.., . , - , :: „ v . . � '... ! y ,.... . .. ... . . . ... .. ..: . ., . , � .. .,,., . . . .. , :::: , .�. ,.� i �.✓ .,..v . .,, . - .. f. .:. ... .J. . .. . . ..r, i . i ..,. ... . . , i i . .., ....:r. : .. :. ,_. . . . . ..... . . . .. . ,. ,..,, . . ,E',... ., e . . ....,.a, . . , x . .v. . , i ,. .. ...:. y . . " .: d .. ..�. ::. , .. y n � . ..... . . . 'a .s :S L.. . .. . .._, .. . . . ...:ra: . ., r..,., , .. ... . . _� ..... . .vm � Y . e... . .. , ., , � i' qaV ✓ . . . . . . , r . . -i. , wF. . .. . _. .,_- . . - ._ :,.. . . , S ,.. . .... . .. F.. ..,,.: , ._. . . ' ..... . . . � �' .. . .__. , ,:.. . . . . . . • ,� :,. , .. . r . �. . . ...e , .... . ._,,: r.. .e .. .. i_ , .... . . � , r yry ,�.:..,. . . .. � ii r I..ti/✓w. s w � .. .. .. ".. . . ,. . __. ,. ,__, ., x. . . ;.> .. i.....,,,. i , i.: �.:... . „ _ _ .., , , i.:.. . ,< _ . , • ..$ :e . , i . . .. + Q k;'l:,A . ,. „ Y .,.� � , . s, � .. ,Y .. iz. .. . .. ... ., ..: . .:�: . ... ..r . .;. , ,s. i ..i . <� n a ..,. .v..a. .>.. .:(... u. ..,, ,n.,. , ., . ... ' � e, l . . ,;. . N ..�.�. 4 - _I w . ,;� . _ _ � . '-`---:._... :::: _f. , : . : , , ..N .. .,.. , , ,_ , �; � a _ +.. ' � �. . � � �`; � 1 ., ^ � �,, . � ,. � 1..1� �� , �o _ .. . . ; ; ' � . � - � u , � , , ; , < ; . < >,. � . . , ,. . .: , � ,, � % ,� _. ;. ., ._ ,. . , _. ,� , ,x. , . # �r s, � . , ��,�,.. y s � ,,. ., , _ , , H , � � , ,. . ,,. . , , , ,. .. . _ . ,v , . ,. , .:. ., o �.. f ,_ _ ; �, , , ,':,. � . s ,�>� , � ,:.,. r , , ,, �..,.. „ , �, � „ .. .. r ., - .., . t L v...er. i.'..ir...si' � '�'�va � �'..i�e m .d . > n . '''f.+Yw:,aw ' . . ia✓ ✓ 9 y3F ' f O e � i. ��. ? y�.ri n � �� ,: ; ,:: ,,L. ., ,, ::,, . - - ... �r.,, . ,, : , ,.� � ., '... .� . - .o r .. i� , .-- , .. . : � ... . . , ., ,:. : . _ .. ,.. N . .. „ , s, , i� . , ,_ . , . .0 1.« , ' ; ,. : :. ,.: ,,.. ,, . ., ,., ._._. ". %.,'x .. ;" , f.,i �� ../ , • "+/ ., .., . , ,: .. .. .,. . , , , . i � : . , - _ % :.. b I " k..:....e % . , .;: <: . � `, ` .. ' J . - .... ti. i . ... ' .': .' � . :- . . - . !... .., ..�a:: . ( � r. , ., , ..:._v.. ...' .. .. .. . .. ..:.. , :�.. w i � :.r J ' e. .:^ 5�. o'i . < . . n. ' ±.'.., .. ' i .. -- Y lea£d „ L ° _ . , ., b , ; : . _ . _ , . . � .,.; � ._ . i .r � i . _ , ,. c � r .. , t . .. i �; ,�. .. t . . � ,,.. , , ,- . , , . �. .... ; ; . ,: ,_ , , ; = .. �� .,. . y '`� , °t ,, � ,,,, � ,, <- r � �.<< ,. � ;y � .` F „ , � _ � � �^ „ � . ,. � _ . �,�, ,.,° .+ p — — �-� — Q� — — — — — — — — ... _ � — Q � Lt� � t ' ' � /� 113'-6' �`� W V J � � ` � � � � ' �. (' � S ! � . 1 v� u.� � � � r � � / � 5 1� • � ' � � � � � � � �x � � - � � � v- x . _ v � i ,. , . � � � � , �� ^ a � . � � � ��� � � � ���� � � � � �:���� � � . ✓ � � � � ����� . j<, � � ' � ,. , � � , / _ 1 1 � � . . � NU , ;; k IQ , i � I 1 k ___ t _ . . _ z . ; _. -� _ Q - - - 2 - - - - — - - - 2 - - , _ � _ _ �. � T � � , f u �� � � � � 113'-6' � � � � 113'-6' � �, t '_ �> ��; , < , _ .� t , - n , a r V '� __� � V d OY , I I I �g '_ �� -- -� - -- -- --- _ r _ j _ �.,_ � � � I I l 1 I I 1 1 I i I , � � Q � � _ � � g (Z — 2 — — — — — — — — — — — — — — — , — � . RE� 5, .07 FOR LEVEL 2 °i � EDGE OF SLAB � � � , „ 3�-6- , i GOORDINATE , , , , , , , , � E N LARG E D S LAB P LAN ¢ POI NTS °° S - - - - - - - - - - - - - - - - - AREA #3 � . � � , RE� 51 .0 N EDGE O ti� GOORD I $ POI NTS c, / E o • � � � � � � � � � � � � PLOTTED MAR . , ^ � � � � r � � CHK'D BY JRB � Q � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 0 a � > HEETNUMBER O � d I � i I I i I l I I i 1 I > T - - � - - - - - - - - - - - - - - - - - - LL MAT HLINE 52.16A � . . . � . � � � � . � � . � . � � � � . � e � . � . � � � . � � � � . � . . � . � . . � . MAT HLINE 52.� � � . � . � 1 5 ■ 0 � D . P .A. PROJECT # 06232 . 00 $ SCI PROJECT # 04- 187 N � O � t� i i0 n i2 i3 �4 t5 i6 n �8 �9 20 ?J , 418'-2' OVERALL 27'-5Y8 8'-10�/s 18'- 3Ya 24 '- 4Ya 23'-11Y2' 18'-11Ya 5'-5Ys 13'-7�/a 13'-6Ya 5'-6�/a 21 '-10' GRID TO GRID . o � • ' � Qt"Chlt tS � � Qo � � � � � � � � � � � � oc o w �. > oc O c9 = A - _ . - . . • )y ' f � • i � i • •I a • a y ��� � � � � • L � i � • i �� � � � 3 � � i ' � T� � �i �� a • / : s 3 . 'y �3 • � � 4 � � / � 1 �� s 1 � ` � r • 3� 1. • Y 7 . � • • � 3 • �wt • � � � 1 . � I �v t � I • � 3 �� i • } � � } • '4 � ��� 4 • ^� r � ) • L � � • y � �` • �� w t ��• *f� J � i .Y 3 � • 2301 B LAKE ST , STE #100 � . • ` I I I I I I I I I I I 3' I I i I I I I I I I I I I I I I I I I I I I m I I I I ' I DENVER, COLOw4D0 80205 � � ' � � `0 303 861 8555 F 303 861 .3027 E N � N ` � � � , � II II II II I � I •, II II II EII II � II '� II II � II II II � . '_ - II II I � � � °� '� I I I I I I I I I I �• I I I I I I I I I i I I ; I I I I I I I I I I ' I I I I I 0225 MAIN STREET . UNIT C101 I I I I I I I I I I � I I I I I I I I I I I I ;' I I I I I I I I I I T, � I I I I I EDWARDS , COLORADO 81632 . Z Z • • . I I I I I I I I I I '. I I I I I I I I I I I I � I I I I I I I I I I ' Z � I i I I I 970 926 8960 F 970 926 8961 � I I I I I I I I I I '; I I I I I I I I I I i I ; I I I I I I I I I I '�, I I I I I �o = _ .� II II II II II "' II II II II II II ; II II II II II ' = II II I ` ti ii ii ii ii ii i � ii ii ii ti • ii ii ii ii � i ,, V ii ii i f, f� 's, , J ; � . r R Q � Q i i i ' i i � � " i i : Q i !� G ' w ' G � , �� j Y , , i , B .� .� � � � � r,* � � � , � � � ''' � � � � � � � , , I I I I 1 1 1 1 I 1 E 1 1 � � � � � 1 � � � � , aN � � � � � � � � � . � � II II . 1 � � � � � k E � � , , Structural � � � � ' Consultants c - - - - - - - - - - - - - - - - - - - � � � � Incorporated • � � � � � � � � � � ii ii � 11 II II II II II II 3400 E Bayaud Avenue #300 II II II II II II il � ( �n �) �44- ���avFOx (�n�jd�� 8bq09 � N � t � � � i i � � � � i � � � � � ( � � � I I i Email InfoC�lsci- denver com � SCI Job Number 04- 187 � I � II II II II `O II II II II II ISSUE/REVISION DATE NO � II II II II II � , x • ; . , . , . . �, , •, , , . . . — — , ;, . , . � • : • . > , , . � . . . CCD #22 20MAR08 "' ` ' � . . •t � � ; � CCD #24 23APR08 � p - - - - - — -- - - - - - - - - - - ,,,,_,_,_,. - - , - ' ' _ � I I I I I I I I I ` I I I I I I I � ' � � I I I I I I I I I I I CONSTRUCTION DOCUMENTS 08AUG08 , ' ' r . I I ' I I I I � I I I I I I I I • I I I I I I I I I I I , I I I I I I I I I I I I I I I I } • ; I I I I I I i I I I I TOV UPDATE SET 10SEP08 r � • II II II II II II II II �. II II II � II II I b - ' _ - ,: , , _ , „ — ; II II II II II II II II '} . , :, II II II II II I ; . , .�� : • • � •• • �; , _ `;' II II II II II II II II '. — � � � ' " � ' ' ' � •� II II II � II II I ` II II II II II il II II ' II II II II II I ,, ^ C � fi• � A♦ ~ � � ��� �. .Y /� } � T � 1'��5 T� i ~ j`l'• � , Y L o I II II II II II ; II II II II II II II II II Il II II II II L .� �`: II II II II II II � I II II II II 11 II II II II II II II II II II II II II II �� �', '' II II II oll II II �' I II II II II II f` �, �' II II II II II II II II II II II II II II II II II � II II II F - - - , < <. � . • • . � � • , • _ ' . �. . �; � � ' '' ' ' ' " ' ' .' ' ' ' " • •• '' '• ' ' - - I II II II � II II � � II II II II II II II II II II II II II II II II II II II II � I I II II II II II II II II II IIT II . I II II II II II � I II II II II II � � II II 11 II II II II II II II II II il II � I I II II II II II II II II II II II � I � II II II II il � � � II II II II � II II II II II II � II II II II � � E II � II II II II II E � II II II II II II II II I II II II II II ' " " � � � � � � II II II II II II II " � � � � � � � � � � � � � � � � � � � � � � � � � � II I II II II II II � � � � � � � � � � � � il II II II II II II il I II II II II II � G T � � I I I I I I I I I I I I I I ! � i l I I I I I I I I I ^ I I T �Ppp.REG/Sr�, I I I I I I I I I I I I I I I I I I I I I I I I i I I o ;• ROYe �'•9``�0 LEVEL 2 ENLARGED ^ � � � , � � � � � � , � � � � � � � � � � � � � , � � �°:o Q� q,Q.��9: . , - . PENETRATI ON PLAN AREA 3 yB -=, �-o- � : � : � , , � _ _ , , , � � . � = � . . - . .:�, NOTES H - - - - - - - - - - - - - - - - - A94,�' . • �� • . . . . • • • 1 . RE� 5216 FOR ADDITIONAL PLAN NOTES. SIONA�`�� � � _ �� ,o � 2. RE• S109 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. < i i � i = i i = i i i � i � � � � � 0 � � i i i i i i i i i � i � � � � - - - - - - - - - - - - - - - - - � K m - - - � L 1.1 1 L I.. ... IJ 1 _ L1 ! L - - _ _ � ) � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , � � � � � � r , ! 1 1 1 1 I 1 1 I I ! v . � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ( � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ) � � � � � � � � � � � � � � � � � � � � � ( � � � � � � � � � � � � � ( � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ) � � � � � � � � � � � � � � � � � -p II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II II II II II II J � II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II II II II II II I I _ I I _ _ _ I I _ _ I I _ _ _ I I _ I I _ _ I I _ _ I� _ _ _ I I I I _ _ _I I _ _I I _ _I I I I _ _ _ I I I I_ _ _ I I I I _ _ _I I I I _ _ I I I I_ _ _ I I I I _ _ _I I I I _ _ _ I I I I _ _ I _I I _ _ _ I I _ I I _ _ I I _ _ I I _ I I I I _ _ I I _ � I I _ _ I I ► I - s - - - - - - - - - - - - - - - - — —_ — — — _ > I` � � • � ' • • —�/ W •� Y Y ^ p � i � Y 2�-9� E Z Y Y � X W Y Y Z � ` Z � N ' � Y LL � 7 � . . • � 2'-7' 2'-7' 2'-6' 2'-6' -6' - - � 3'-O' - - - ' • 2'-7 2'-6' 2'-6' 2'-6' 2'-7' ' � I "� ` � 3 -O N - 6,-�. - - - 3 -O - - - z -q� � Q � 4 2'-6' 2'-6' 2'-6' �-6' 2'-6' 2'-7' 2'-7' � 2'-7' 3'-9' �0 2'-7' 2'-7' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2'-7' 2'-7' 2'-6' Y Y Y Y 2'-6' 2'-7' 2'-7' iq N 2'-7' 2'-6' 2'-6' 2'-6" 2'-7' 2'-7' 2'-6' 3' O '- � � �O Y °�• 2'-7' 2'-7' 2'-6' 2 6' 3'-O AA w w Y AA AA " � � O M � ���t W Y AA Z iY AA Y Y . AA AD AB • X � AA T �— W AA - ir� AA , � AA AA O � � � W � , , , I I I I , � � :o � o �•� X � i � i i � � X i i m AA AA v AB W Y i i i X . k X � � Y AA W W Y - - AA Y Y Y Y . i i i i O i i i i i i i � � I I I ( � I I I I �� i i i � i ;p i i i iY � � W, � Y � Y � Y � W, iY i �, iY i i ,�, � Y , � � � ' ' �— . � _ _ _ , _ � _ � X _ AA AD _ AA AA * AA O _ AA m X � '� x _ _ _ m � Q X N ' ' � � � � �- � �� v w a `� o � � � � � � � � � � � � � � , X Y Y Y W Y AA Z AA Y 'c� iY � AA iW iW • , Y , Y , .m Y W AA Y`h Z AA X Y Y Y qq X X � W O W ' ' � �s! ' p � ^ . ' Q AA O w i i � i . . i � . . i � i i i i � � � �O v � � _ i i i i O W � N. . � 3 ,��/ , r� Q � � b �� i � � � � � I I � � � � w D . � b � � • , m Q • � � � � � x 6 ' -' � � � � � � � o 0 � X Y Y Y W Y qq Z o, � � qq � Y iYi � Y �. . � � � AA �O •m AA AA AA � AA '4A ' N �' i� � Q � Y � W � AA � Y . i iZ i � AA � X ' Y � Y Y � AA � X � Z � ♦ /'1 U � � � , VJ ^ . 1..1� P _ _ � � � _ � • _ � a , _ _ w - - w - - W . - - - `� - - Q � W W n � O v X ' "� ,� . � � 2'-6r � � - � � � / - - - - - - - � - - N � (V >- N • V / � a a D N N in X , 2._ • 2�-6 �� Y a,� iX iY Yi , W , Y iqq iY p� � � `L o�, D • ..c Y O 'O Y Y Z �° Y _ �' vN , N � ry � � � N ' 2'' X N . . � � y � � ` � r, � N , � - - - - - - i� i� ;v n e � � � O -5 / r � a � � , � , � � , p,A W -6' 3'- ' � � � � p� y � o�• • • a,� i� AA _ AA i� � �- N Q :� �- � � %� � • Z z W � � � � r �. i i � i i O� � � `J ,c `� � _� o� �; ^ �o � '� %°� %� � "i Q • � 5'-9' 2'-7" 2'-6 • F 2'- r � . \ �^ � � I ( I I c� � �. �L �'• • y • • . Y _ Y � � tv N Q N ry � �b � o: �, a a N N N N � . � . . . � � ,� . � 'O Y O. � Y Y � � W � Y "; � . � ` . ,c � � � .c ` � � �O W W � N N N .`� ;� , � , O iqq � Y W ry 6 iY � N c° �' y ? � a a `" - - 3' � �. . . � ;o ��i • � ^ Q.P o� � � .�. �o. .� �� � °�� �. y � -� �, � ° Y _ Y N � .� �. .� � � '' . b � •� o �- b � � ,2. . �� , __._ - _ _ . 4. � _ � ? j 9 r, � � �� -� �'� � � — o ^ • ry � • �. b � . � P I y , , � ? � � _ 1 1 � � .� ,� � � ,� . , �, �. . , _ _ y Y � Y � y �' r'• F'"c �' � , i � i %° `b • Q'i�r �' i ry ,;�� . p � i Y ; ' ? , � i �`, � � a�. ,� � , � �, 'c °�, '`L �4 � b � .%� Q'' � P � � ^ PP � � - �-, „ ; F ., „ „ ; � (� - - � � � - - - - - - — - ' � ' - ' - - � � _ � i_, 7 i e?- � � � � � i �. � �. ? �� � ,� � m , b . � ^ b � P . ' _ ; � , `p� � � a�� �- ��' • �� � , AD - - - AD_ AD- - - AD _ AD_ AD_ AD -m AD _ AD _ AD _ _ AD ' . .'O � ,\�' ^ � � . .OP • ' • �_ __�`__ , _ _ � _. ' � ° ' ti ' O '� Y �. � �' � ,c. �. �,9 �. ? � 1 AD I AD I ' � 1� ' ti � • ry .� . p '� � � .� � ?� l- `�� ,� a' ' � i�; '� PP �bry � ;� � �, � �'• � • . ry Q- � ti . ¢ N �, � ?�j• � ��`,• y� � ��' � i � � 1 I I � i i . � � ry� -� � . ry P � • � P O . v ?; ��• ,�. � AD 0 y' ry Q' • �, b � • � � • I � 6. � � � � P . � �'�j r': � ?• �• AD b -1 . :� . %� . � " �: �� �- • - - - - - - - - - - - - - - � AD � � � � �` -'° � LEVEL 2 ENLARGED . , � 6• �. p , `1� � °- � �;�� �� ?�. �G . .bry P��1 -1 . - � ; , �; �- , , , � � � � � E � -� ;� PP � . ,b PENETRATION PLAN m 6 9 'z �i . �% ,�. ti � , � S - . . - - - - - - - - - - - - - - - - ry . P AREA 3 m �; �- � ;� M �, � �n 9y ?; �' ,b ry -1 N tii ` � 6-. �, • '�. A � `6. �v � .y� � � • k � � � � � � � � � � � PLOTTED MAR o ' � � '-' � � � CHK'D BY JRB � � w ¢ , COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 0 d � > . HEETNUMBER dE � I I 1 1 I 1 1 1 1 1 �•O ¢ LL � MAT NLINE S2.16B � � z . � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ■ o MAT HLINE 52.18B 1 5 � ' D . P .A. PROJECT # 06232 .00 $ ' SCI PROJECT # 04- 187 N a 0 ? U N i LL � 21 22 23 24 25 26 27 28 Z OVERALL Q � . 21 '-10' 19'-1 ' 19'-1 �/a 23'-10' 16'-8Ya 19'- YZ' 1 '- 3 ' 7'-4' GRID TO GRID J J 21 '-10' 13'-10Ya 5'-2�/a 15'-55/a 3'-8Ya 5'-3Yz' 13'- 45/a 9'- �/a 65/ ' 10'-ilY2 7'-75/a 5'-6Ya 5'-105/8 6'-3Ya 6'- 4' '-8' 7'-4' � COLUMNS Q 3 ' • - � Archit ts � 6� � � ' � , , ' EDGE OF P/C WALL PANELS � � o 20�-�� � GO�-�� I 1 � �- � � z � � � � , � 85 � � 4 � r � COUNTERFORTS � PROVIDE FLAT PLATE T , i I i PREGA � SUPPLIER TO I � I SIM, � PRECAST SUPPLIER TO O � O Q 16 4 , 11 PROVID FLATE PLATE TO 4 � � PROVIDE FLATE PLATE TO O TRANSFER SOIL PRESS RE i i � W oc • I I ) � T R A N S F R S O I L P R E S S U R E I I S �� 0 T R A N S F E R S O I L P R E S S U R E � v � W ' LOADS TO COUNTERFOR . - 55. 1 5 00 I ` S5 01 5.00 WALL AND PRECAST B M , ' ' SIM LOADS , � O TRANSFER � � , LOADS TO TRANSFER i i GIRDER AND WALLS ' ' GIRDERS AND WALLS W t� � O f v �.� J y Y iy � t • I• . �� � ! s ! C �� i 1 i f � l { � +� • l i f �f • Y ^ y I ' i 1 � I � i t • Y s t • •� • \ • • 1 ) i ) ♦ T �� } y � h / • �� a • i �. v} �T � • y • � � � ' " ' ° � ' ' � 2301 BLAKE ST , STE #100 � I I I I I I I` 1 I I I I . I I I I I I ` I ` , I � , I I I I I I I I I ,I I I I � I I I I I I � I, I � \ � 112 -8�`� 0 DENVER, COLORADO 80205 c�i ' I I I I I I I �a I i I � I I � I I ' ' ' ' I � ' � � � ' � I I I I � I I I I I I � I I � I I I I I � ^ 303 861 8555 F 303 8613027 ii ii i ii ��• i ii � ii ii DT = 110•-„ • ii '� � •� � ii �T � I„ 2�- ii � ii � ii � ii ii � ii - s � M. � � � � � ' » 0225 MAIN STREET UNIT C101 � I I I I I I I .�� I 1� I I I I I I I I I I I I I F �_8Y4 'O ( 18�_� � �j8 � ._6. � 3._4 • . , I I 1 I Q I I I I I I � I I I I I I I � I h '-6" 4' 2 ' - a 1 '-O' S5.01 EDWARDS, COLORADO 81632 Z I I I I I I I I I I , I I I I I I I I Q I I ` � I I , � I I I I I I I I � I I , I I I I � I I , 3 . , 970 926 8960 F.970 926 8961 � ' i i i i i i i � i ii � ii ii ii ii � ii � i ii � � 2 i ii ii ii � ii � ii ii � ii �- 5 ! z'-� i4 � s � � ► � � � � � � � � � � � � � � � � � � � . ,. � , ' ► � , � � � � � � � � � I � � � � � � � I � � � �: -� � ii ii i ii ' i iil ii ii ii ii 2 ii ' ,� I ii 2 � i II ii ii ii ii � ii I ii ii 13 ii _ N ,, � Q ' �� � � _ .� ' � � � i 5 01 SIM. ' ' � I ' � 5.00 � I I � I I � 3�4 � , 15 • , I DT - 110'-7' � � �� � � I � I � � � � � �-► : 5.00 ' � I ' ' II II '. � r � I � 'c, I PG-24 3 , I ( I I I I I I I :� G-24 - - - � - - � - - � -I - � �-I - - B ' ' ' ' � ' ' ' Il II 1 '-2' � I � I i i i i 3�a I I 8'-6Ya 7'-11 ' S'-113/s I 3'-6Ya 7'-lYa 7'-lY.a I I '-2' I I I � I 7'-lYa' I 1 I 7'-2' 1 '-6' 1 O'-O' I I 8'-7Y2' 1 p'-O' � 1 O'-O' 1 O'-O' I � 1 '-O' 63/a 32 10DT32 lODT32 10DT32 ST32 lODT32 lODT32 1 pT32 tODT32 tODT32 ODT32 tODT32 lODT32 10 T32 lODT3 1 '-6' 1 T32 I I � 1 '-6' t'-6' 1 '-6' I I I � �6. i I I � I I i I I I � � � � � � f I � I I 1 � 1 I I I I I � . � � � � ' � � I � � � 25 � � � � � � i T = „ 2•-Zv4� , � I � I � SS.o ii � ii 5.00ii ii � ii � I � � I, i � 12 I i I I � I I I I I I I I I i ' ' I 3'� MINIMUM UNREINFOR � ED � ; 5.0 I i i I � � � � i i i i � i � I Q I I C MPOSITE CONGRETE • � 'N° � v � � , 2 � � 22 I T�PPING ( I ; �o � , a , � � I a i � I � � � I � II 5.00 � � � ( i `o Structural , 0 � � I , � � � TYP. I � I , - - - - � - - - � -� _ � � _ _ � Consultants p . Incorporated , � � , � , � , � , . 17 I � � I I I � II � I � � � s 3400 E. Bayaud Avenue #300 � 56.13 i �a� � I � i I i i I i I i � Denver, Colorado 80209 � � ' ' �JOJ� J99- � 1 �4, rAh (JOJ� J33- 9�01 � ' 5 � I ' I I I ' I ' : 21 E SCI Job N�um�beren04- 187 E � I E i , � II � RE AR FOR � I E 5.00 � I GND � I ADDITI AL 4' � � ' ' ING BY a I 13 Q I I ( I � TOPPIN SLAB I � I ,,' 'O ISSUE/REVISION DATE NO. I I I I I I � I � 2 � � ti. � CD PERMIT SET 010CT07 LIER , i G-2 5 � (SLOPES DOWN) I ' i I ' i i i 5 O i O RCI-I. _ � � � I � � i � ( , I , � ; Q STRUCTURAL CDS 01NOV07 I I I I I I I I I I 22 ' � � I I I I I I I I � I I ' , I I I II Q I I I I I I � I I ` 2 I I � ' I I I I ` I I I I � I I _I I I ` I I � I I �I I ' I I � DT = 112'-3 %z' D TOV RESPONSE 12DEC07 Q ii ii ii i ii i 55.0, ii � ii ii ii ii ii � ii i � i ii ii ii ii ii � l ii ii ii ii � ii � Dii ii ( ii � ii ii �,. I I I I I I I I I I I ' I I I I I I I I I I , I I I ' I I I I I I I I T = 111 '-�� I I I I I I , I I ' I I I I , I I ' I I I I •.'• , CCD #10 24�.�AN08 Q 15 2 T = � � p•_� � - CONTINUE DT WARP TO ,� ii , i Q ii i ii 3 -6 • ii ii i � ii � i d ii ii � „ ii , w ii ii � ii I ii ii � ii lii ii . � 5.00 � S5.02 , � , , FACE OF WALL BASED ,� ` I I I I I I I I I I I I I I I � � � � I I T.O.W. I I I I I I I 5 I I I I , I I I I I I , I I I I I I ON SPOT ELEVATIONS � � TOV RESPONSE 11FE608 Q � I I � I I I I b0 PLF� I I I I � I I Q I I I I I I I Id' �AST- IN- I I I = � � g�_ I ( I I � � I I I I I I I I � I I I I I I � I I I I • PROVIDED � � LEVEL 2 ENLARGED PLAN AREA 4 � -- �- - � � � � � � � � � � � � � _ _ � � �� _ _ � � �� �_ �� �E WAW. � _ _ _� � � P � _ _ � ' _ _ _ _ _ _ , , PG-41 � � , _ � ► � � � _ , PG_42 , � � _ _ � � � G-43 � � : � ��o #� 20MAR08 p , /a -1 O r PRECAST SUPPLIER TO .^ ' '►" " ` �' " ;-' ` � ` - ' - - ` r ' - � FLCT PI eTE�_ � CCD #24 23APR08 NOTES� _ _ � _ _ _ _ _ _ _ _ _ TRANSFER SOIL PRESSURE Q5 I I I I I I I 15O PU�f I I I I 3'-�' I I I - � I I I I I I I I I I I I I I J, I I I I I I I I I I I I I I I I � I ' LOADS TO TRANSFER o 1 . BOXED NOTES �� INDICATE A TYPICAL CONDITION UNLESS NOTED OTNERWISE. - G-1 � � � , � GIRDERS AND WALLS CCD #32 18JUN08 , � � _�. I I � I I I I I I I I I I I � I I I I I I I I I I I I DT = 113'-6' I I I I I I I I I I I I I I I � I I I I I I I I I I . � Q 2. TOP OF SLAB ELEVAT}�ON = 113 -9 , UNLESS NOTED TNUS RE� 52.17A FOR ADDITIONAL SLAB I I I I I I I I I I - I l I I � I I ^ I I I I i I I I I I _ I I I I I I � � � - . � _ ! `� INFORMATION. �-' , , � � , I I I I I I I I I I ( I I I I I I I I I � , , � VATOI�� �' �'� - --N'--- - I- I- W '` ` F CONSTRUCTION DOCUMENTS 08AUG08 3. TOP OF STEEL BEAM ELEVATION = 113'- 4 ' UNLE55 NOTED THUS (XXX'-XX'). I ( I I I I ( I I I I I G 2 I I I I I I � I I DT = 110'-7' I I I I I I I I � I ( I I I I I I � I I I I I I I I I I � 6�/ 'in •a 2'-73/a 4 . TOP OF SLOPING STEEL BEAM ELEVATIO►v NOTED TNUS• TO� � � I I I I I I I I I I I I I I I I I I ' I i I I I I I I I I I i I I � I I I I I i I I � I I i I I I I I i � I I . TOV UPDATE SET 10SEP08 . ,�x _,a• . T.O.S. INDICATED IS THE PROJEGTED T.O.S. I I I I I I I I � I I I I I I � I I I I I I I I I F , I I I I I I I I I � I I I ' I I I I I I � I I � I I , I I I I � I I 22 I I � ,� � AT THE � OF TNE SUPPORTING BEAM, WALL OR COLUMN SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED i i i i i i i i � i i i i i i i i i i i i i i i i i � i � � i i I i i � � i i i i i i � i i i i i , • :o ON PLAN � i i i I T.O. ,_O. � I S5 Ol ' '� 5. <X'> INDIGATES CAMBER OF STEEL BEAM. � 6. PROVIDE 3/a' � x4' N.A,S., FOR ALL STEEL BEAMS AND GIRDERS NOTED TNUS� [XX] WNICH INDICATES TOTAL � II ^ i , ' , � � �-4 " > > G O�P�O. REGjsTF N XMBER OF STUDS. EQUALLY SPACE 4-I A.S. ALONG BEAM UNLESS NOTED OTHERWISE � � I 55.01 S � M p�. • �, POYg • 9 . c, ;�,e q,� Fa 7. �� INDIGATES STEEL DEGK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SNEET 51 .00 FOR STEEL 10'-O' 6� 23�4 10'-O' 3'Y�Ya 10'-O' 10'-O' I i 10'-O' 10'-O' 7'-3 6'� 4Y2 6'- 4Y' 10'-O' I 10'-O' 10'-O' i 33�4 1 ^ • � "F' ' DECK SCNEDULE. lODT32 1 T32 tODT32 St�2 lODT32 lODT32 � 10DT32 lODT32 10DT 2 10 T32 lODT32 10DT32 lODT32 10DT3 °� c0 � o m ' 8. AT BEAMS BETWEEN SLOPING GIRDERS, MATCH T.O.S O ow HE SUPPORTING GIRDERS. � �._6. i i � � •_6• � � t , � � � ; : ;Q : A . ; 9. T.O. PRECAST WALL PANELS ELEVATION NOTED TNUS� . �x_Xx- . I , 90' , .; � 10. RE� SNEET Si .00A FOR STEEL BEAM GONNEGTION SCNEDULE � � � I I ^ c0 H '� S ' • • • • •' �C���� �o �o I I I .� �ONALE � � „ fp �� g 11 . ►'�' INDICATES A MOMENT CONNEGTION, RE� 1 , 2, AND 3/S6 00 N N I ' Ql , , m . � � a o � � � o � 12. RE� S3.00. S3 Ol , 53.02, S3.03, AND S3 04 FOR GORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY °- a I I a • ' PREGAST SUPPLIER. � i , , . 13. 'SG' INDIGATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP CRITICAL. � i I q I ;, � � � ' S5.0 � � 22 ' 3' MINIMUM UNREINFOR ED � " � . 14 . COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MEGNANICAL � I ( I 5.00 I COMPOSITE CONCRETE � DUCTWORK WITN ARCNITECT, MECI-IANICAL ENGINEER AND SUPPLIER. , ' , TOPPING � ,' '��j 15. GOORDINATE FINAL ELEVATOR SNAFT DIMENSIONS AND LOCATION WITH ELEVATOR SUPPLIER. � I / PR CAST TYP' I ,' O 16. �K� INDIGATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WNERE PARALLEL TO I � SP NDRA � � �' �EN N A WALL OR CONGENTRATED AT A PERPENDICULAR CONDITION. , I Qj PA � EL I I } � 17. PREGAST DOUBLE TEES AND BEAMS SI-IALL BE DESIGNED FOR THE SUPERIMPOSED LOADS INDICATED ON TNE LOAD DIAGRAMS, RE� 51 .03. � ( I I I � 1 ' ' 18. PRECAST SUPPLIER MUST GOORDINATE ALL OPENINGS REQUIRED FOR MECI-IANICAL, ELEGTRICAL AND � � � � � ' � � � ' � ' ► � � PLUMBING TRADES. I I I I I m � ' � � 19. MINIMUM CONCRETE TOPPING TI-IICKNESS AT DOUBLE TEE FRAMING = 3', REINFORCE WITN 6x6 W2.1 x W2.1 W,W F. � , J 20. P�-X INDICATES PRECAST COLUMN, RE• SCHEDULE S1 .05. , � � - 5' 6 8 3�-2• ; - 'm � i ii i 3A i � � � � 21 , PGX INDICATES PRECAST GIRDER OR BEAM, RE� SCNEDULE 5105 I I I I I I I I I I I I I -- I ' 6' �,r� 2 2 R E� 5 1 ,0 1 A N D S 1 0 2 F O R C O O R D I N A T E P L A N A N D S C N E D U L E F O R C O L U M N S N O T L O C A T E D B Y G R I D T I E. � - - - I _ � � � - � - - I I I I I I I I I I I I I I I I I I I I I I I I - - - - - - - - - - - I- - � � - - - -N I-I- - - -f .� I-� - - - �-I- - - --I-E - �.�I - - - - - - - - - - - - - - - - - - - - - - - - K 23 TYPICAL COLUMN BASE TO GIRDER DETAILS, RE� S1 .01 . I I � I I I I I I � I I I I I I I I � I I I I I I I I � � I 19 I I I 18 I I I I ' I I I I I I � p I I I I I I � I I 2 4, Q I N D I C A T E S S T E E L C O L U M N, R E� S C N E D U L E S 1 .0 4. I I I I I I I I I I I I I I I I I I I I I I 1 I � � S 5 O l i i 5.0 0 � � � I I I I I ' I I I I � � I I I I ' I I � I I � Q .N U 2 5 F O R A D D I T I O N A L I N F O R M A T I O N A N D D E T A I L I N G A S S O C I A T E D W I T H O V E R F R A M I N G A T S T E P P E D S L A B R E� S 2.1 7 A. I I I I I I I I I I 14 I I I I I I I I I 5 I I _ 1 1 3,_6. � � I I ' I T.O.S. I I I I I W T.O,S. � � �T - �' 2 -� YZ ' m J ' 5.00 S5.0 I I I I I I a 112' 7�' `r ' I I I I I I I I I I I I I I I I I I I I I I I I � I I I = 1 1 2'-5 Y z' I I I I I O , � � � p � 2 6 U N L E S S O T H E R W I S E N O T E D L O C A L D E S I G N O F E M B E D P L A T E S O R B E A R I N G P L A T E S F O R S T E E L B E A M C O N N E G T I O N S � I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I � I I I I I I I I I � -� - � � � -5�21 I I I � I I � `- TO PRECAST ELEMENTS ARE TO BE DESIGNED FOR TNE CONNECTION CAPACITIES SNOWN IN THE STEEL BEAM SIM cn � � CONNECTION SCNEDULE St .00A, RE� SCNEDULE 5-2. RE� ENLARGED SLAB PLAN FOR BEAM REACTIONS AND DRAG I I _ � I I _ _ I I _ I _ I I _ _ _I I _ I I _ I I _ _ _ I I _ I I _ =I _ I ; • : k .D • .• • '. •. • ; , - • • .'. ', . . ' , r _ � _ _ _ _ _ _ _ _ _ _ _ _ _ W � Ai FORCES THAT SUPERCEED CONNECTION SCHEDULE DATA TO BE USED IN PREGAST ELEMENT CONNECTION DESIGN. _ _ _ _ _ - - - . L � � 27. THE LAYOUT OF DOUBLE TEE FRAMING MAY BE ADJUSTED BY THE PRECAST CONCRETE SUPPLIER PROVIDED THE � ' '; ' 21 ,_10. � ._�. ': � r � r ', � � LAYOUT OF OPENINGS INDIGATED ON TNE PLANS IS MAINTAINED. PG-21 � . PG-21 � , . PG-21 1 -O • p . PG-21 O 4 PG-21 O � . T.O.S. � PG-21 . � � � 28. PERIMETER PRECAST WALL PANELS AND COUNTERFORTS ARE TO BE DESIGNED FOR THE APPLIED GRAVITY AND 'N x 'O x '° B i i W12 ` �0 X a T.O.W. X � W � . � • � � � � , � .O , � . = 112'-5h RE� ARCN. FOR � � Q � LATERAL FORCES SNOWN ON THE PLANS AND TNE SOIL PRESSURE FORCES ILLUSTRATED ON 51-IEET S3.06. ';� � � N � 3.0 . x � q � � N � - � � 2 -�h N � `� • DOOR OPENING IN � ' � � 3 v� ` 12 x 35 �3 cn � W12 x 35 ��3 u� � W12 X 35 �� W12 x 35 �; PREGAST WALL PANEL �O � � 29. PREGAST TOPPING SLAB REINFORCED WITN W.W F. 6 x 6-W2.9 x W2,q GALVANIZED, RE� 6/55.00 FOR TYPIGAL W18 x 35 Wi2x 35 � 4 < M � DOUBLE TEE DETAIL. - ' ' _ _ _ _ _ _ _ _ � O O 30. T.0. DOUBLE TEE ELEVATION =� � _xX. (AT BEARING ENDS), RE� STRIPPING PLANS FOR T.O. SLAB ELEVATIONS, 8x46 " � O� � O� • . , ; ,, . . s . . „ 6 F (i �. (� N X 12X19 � � [20l � � v . 6 - • • �. • - . . .� . � '�i < '�i in c� ' •� 31 . � INDICATES A SNEAR TAB CONNECTION WITH 3 BOLT GOLUMNS, SNEAR TAB = lYa ' AND TOP AND BOTTOM STIFFENER � � �o � S5.01 � O � w S5.01 y� 2x35 ��, W12x35 ��y W12X35 �� AT _ � � O Q � Q Qj PLATE AT COLUMN WEB = 1 '. O W18 x 35 �� � ^ I � � ^ � `� t!) c� o- _ _ �O � Q � ��/ � . . _ � _ m � W12 x 35 � �� � A �- ul m m � 3 x 11 11 ' _ _ N � L.L � c0 - � � - - � ' W12xi9 O �' O T � .� ' S Q ti 3 2. � I N D I C A T E S 2 G O L U M N S O F B O L T S I N E X T E N D E D S N E A R T A B C O N N E G T I O N (3 S P A G I N G) R E� S G H E D U L E F O R N U M B E R 18x46 � 3 � x � O 5 6� � J S6.03 � SO 'v W y Q OF ROWS OF BOLTS. Q5 � . i a- n, - m ,. � O W c� �� W12 x 65 �� W12 x 35 �� tn� W12 x 35 �� � W12 x 35 / , L201 � � � � Wt8 x 35 � `J i� ( N I o�O- W12 X 35 4 T.O.S. � 13'-g- ^� � 4' TOPPI G SLAB OVER a ^ � • x � ;, S6 03 r (� STJ2UCTU AL SL4B `� O N I �O I lV YV12 ^ 9:J I ��• W12 ^ �� T VYl Z +� �� `° � 5 � 0 . �� W12 x 35 ;0 3 �� (112'-11 ') ���!iD �� � (112 -11 ) �� � �' (112'-11 ') ' � w W/ W.W.F. 6 x 6-W2 9 x W2 9 O � � � : 18x46 � x3� - - - - - - -� � - T - - - - - - - - r , �/ [20] X v W�a O� m �o � X �� Wt2 x 65 � W12 x 35 �� �� W12 x 35 �� � W12 x 3 T.O.W. ��`, � � V LL� - � �� � � � N - - - - - - ,(.� '- _ � �IATE PLAN _ _ N P � .. � � � • �� W12 x 35 W12 x 35 . T.O 5. �o tn FOR LA OUT OF PRECAST t , , � � x 50 18 x 5 W18 x 5 [1 O �� - - �� ,�. � - _� - - - - � � - - . , T. . . 113=8' - 112'-11 ' - N � � - - SS � WALL P NELS - - - - - n m LLI � � N � 6 GAST- IN- � J •O c� m � � [207 '1 � I tq = 112'-11 ' 3 � . Q � 5 �� v W12 x 35 �� �� W12 x 65 12 x 65 PLACE WALL W12 x 35 �� �' - - - - - - - - - - - - - � � � � � N � , „� � 5 p X , � � m i cn (112'-11 ') T.O.S. W12 x 19 � i .� � . , v+ � ^ c� 5 � I � ,� � m T.O W_ tn ,� = 112'-11 ' � U 12 -11 ) � � � ^ � � x � r 118' O' T.O.W. �O �0 � 18 x 35 � Wi x 46 [20] �� 5 � � W12 x 35 �� � � � W12 x 65 � �� "� � O� = 113'-4 ' M � N O !s Q 4 W 1 2 X 6 5 �� �b 1 2 x (,5 W12 x 35 S T E P P E D S A B ^ � � Q • • � EXTENTS AND ' � I � '-' �� �112��� � �� OVERFRAMING FOR �: i ^ ti� �O � f .�O x `O T.O W. � SLAB SUPPORT f � ��' '� �i• Wt8x50 W 2x35 W12x65 � � O � - � . - _ _ . - - - r___ �� � �, : - - - - - N - _ -3�3�-�' - - - - - - - - - - - - - - Q - - - - - - - � - E - - - ; - - � 6: � . �` . T.O W. � � �. `sa'� 1 � � 0 � W12 x 65 �� �� W12 x 35 , ' ' � r __ _, � -, ,� � ., _ S � . � � � � J ,;� 5 � RE� GOORDINATE PLAN � � -- v . � F n�h �� 6-, W18 X 35 � �� W12 65 5 � Q � � f« FOR LAYOUT OF PREGAS W � ", Y ° _ � � � . , ��`� , � �,? � � 5 °b ' . X �� W12 x 65 6.00 � ' Q t i i n � N . _ a.� . _ _ _v _� _ _ _ '� • � `� WALL PANELS ;r � � �� �`' �,, '�"�s v ry v N . c� cn � � � ' ' yJ ? 6��• Q ;o � c�' � W12 x 65 � , ' •W12 x 19 "cn � � .,�� �� 3 �� � W12 x 6 �� `� - - � - - � .��-- - - - - - - - - - - - - � � - - - - - - _ N � - b - - - - ' �+ .� - m . R � � �` `�� ` h �� m - - - - - - � �O - - - T.OW 3x - S6g - - �+ � - - REGARGN_MAN DOOR - - - - - - - - � � LEVEL 2 � '+� �� W12 x `►b i� �� W12 x 65 �� � Wt 2 X 65 = 113'-7' ,' � •' ,�% �+ ,�� � � m . . � �� b�� � � � �° ENLARGED PLAN � '�:�� � ��� _ � - .� �' - - � � - Sso, �'`� � - - - - s AREA #4 M ..f.� O -��k' �, [� (V u i ' ' � �E � `\��'` Y. �� �� N W12 x 65 �� � , � O �� W12 x 65 �� � 2 x 35 � •. o h �+ 11 �O. ''�� LL c0 x O � "� �. 4 �o . � '� � . . � , . , . � � �j N N � p �� ��+ ,�1 \'�� ���, i �O � i � i - ;r i � i � O ^ o `�'� y s�' x 35 �� � PLOTTED MAR � s, � ��+3 h1 6O. �� W12 x 65 �� W 2 x 5 ' � i� � CHK'D BY JRB � � � � 3� � � Q `� � i ' ' 6 COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � 3g �. � r� m F 6 +�� � ���+ ,�� � . � � W12 x 35 N W12 x 65 � , '� , w� 2 x � S6 � P LA TER 2 3 4 SHEET NUMBER > - �1�� 1 n� ri r' ���3 '�'� - � - i . - - c� � •: � _- - - 4 - - - - - - - - f - - - - -- -� - � - - _ - - _- - o �� �3� ��� `� ��3 " ;o � " � MAT INE S2.17 � T � ` � � � � � � � � � � � � � � � � � � � � o �; �`�� +3`' �;� 0 3h � *`� �� � wt2 65 ' � MATCHLINE 52.18 � 1 5 � � _ O. ��. + � , ,� ' �+ . �.3 � , �' . � D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 y .o 0 � U LL M 21 22 23 24 25 26 27 28 OVERALL 21 '-10' 19'-1 ' 19'-1 �/a 23'-10' 16'-8Ya 19'-OYZ' 15'-3Ya 7'- 4' GRID TO GRID • 0 � • ' � QI"Chlt tS � � i Q i , E � E 1 1 � O _1 H Q QQ 0 OC OC � � , c9 O a ,.. � .., Y , • � ,,. , r ; , . ,S � , , . � .,• ,' . . , . , t . , . ,, . , , • , • , � > . - > . . v ^ , �• . � � • . , : • t • ° •. . , , , . , . . , ., , , , .. ,,; ., . _ , �,• , ,, - - - A► 2301 BLAKEST , STE #100 � DENVER, COLORADO 80205 ` Q I I I I I I^I ''" I I I I I I I I i I I I I ' I I I I I I I I p�00 PL�I I I I I I I I I ` 303 861 8555 F 303 861 .3027 � I I I I I I I I ' I I I I I � I i I I I I I I • i I � I I I I I I fi��00 PL � � I I � I I I I •. � II II I I ' II II II II II II �'. II II II II II II II II il � 0225 MAIN STREET UNIT C101 � I I I I I I ..`> � i l I I I I I I I I � ' . I I I I I I I I I I 4 I I I I I I I I I I , EDWARDS , COLORADO 81632 Z � I I I I I I • °� I I I I I I I I I I °1 I = I I I I I I I I I I I I I I I I I I I I , , 970 926 8960 F 970 926 8961 il II I �I � `� II II II II II �II > � II II II II il II II II II II • � J II II I �I N II il II II II � ` II i l I I I I I I I I I I I I I I I I � � uii it i �ji •. N ii ii ii ii ii � , ti ii ii ii ii ii ii ii ii ii - - - _ '• , � E " , � , , t � II � II Q � � • II II . , � � II II ' � , , • , II II _ _ _ - � - _ - - - _ ' !II II � ' B _ - - - - - - - - - - - - - � � � � II II II II II II II � � � � E II 4 II II ll II II � � � ' II � II il II II il II Q II II II II II II II � � � � II II II II II II • ' II II II II II II ' � � � J n�.. iI II II II II II J � '' - , � O ii ii ii ii ii ii o � ; , , � , � oN Structural � � � F � � � �, „ �, ,� onsul tan ts - - `� � � - �' - - - - - - - - : - - - c Incorporated � � � � 3400 E. Bayaud Avenue #300 I I `' Denver, Colorado 80209 � I I ; (303) 399- Emal Info�s03�den ercom1 � I I � 5GI Job Number U4- lui � � � i t t I I I � II � ISSUE/REVISION DATE NO . ;• CD PERMIT SET 010CT07 � , STRUCTURAL CDS 01NOV07 � . -, - � � ' - 4 ` - � -� i ` . � TOV RESPONSE 12DEC07 Q II II II I II I il � II II II II II � II II II II II II II II II II II II II II II II II � II II II I II I II II II II II II II II II II II II II II II II II II II II II II II �;; II II � II I II I II II II II II II II II II II II II II II II II II II II II II II ii •. : ^ CCD #10 24JAN08 Q I I � I I I I I i I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I -o TOV RESPONSE 11FE608 Q � II � I II I II II II II II II II II II II II II II II II II II II II II il II II ; 3 � � p500 Py. I II I II II II II II II II II II II II il II II II II II II II II II II II � Q � II �?15�i�� 4 I II I II � II _ _ II II _ _ _ II II _ _ II II _ _ II II _ _ _II _ _II _ _ _II II _ _ _ II _ _ II _ _ II _ _ II II _ II _ _ II _ _ II _ _ II _ ", _ 08AUG08 CCD #24 23A 4 , • s _ _ - ' •.� - - E CONSTRUCTION DOCUMENTS ^ M 4` , . . _ . . . • L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - • i I I I E=50cp � PL � I I I I I I I I I I I i I I i I I � I I i I I I I I I I J I I I I I I I I I I I I i I I I I I ' ; o TOV UPDATE SET 10SEP08 I I � I I S=q3q � PL I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I < -,� II � II II II II II II II II II II II II II II II il IIII II II II II II II II , . �_ �_ - ' - - - F I I I I I I I I I I I I I I I I I I I I � I I I I I ' I � I I I I I I I I I I I I I I ^ � I � I ' I I I I I � I I I I I I I I I I I I I I I I I � ' � I ( I I I I I I I I I I I I I I I I I I ( ' I I � I I � I I I I � ^ II II II II � II II II � I � II II I � � II II II I � I � I II II II II � II II II II � II II � -,o ii ii ii ii ii ii ii II i � ii ii ii i � ii ii ii ii ii iiii ii ii ii ii ii ii � i ; �, �.� . _ _ _�..�...,,__.�� � � _ _ _ _ - - - - - - - - G �P�p REG/sl - � ,, . . . . .. .Fq •' RoYe •. F I I ^ �o���Q� q,��� o II . . II - - - - - '� o � � i ; � . � � � 1 � � � � � ' � A � , ' � _ _ _ _ _ _ , - _ _ _ 3 .�• �•� H9� '• • . . . .. .•��'� - - - - : FSSION A��C . � o' � -�U 4og . LEVEL 2 ENL. A� GED PLAN AREA 4 ��=� �-o- ' � ,. � , , , , t � , . ; NOTES � •� ' 1 . RE• S2.17 FOR PLAN NOTES. � 2. �'� INDICATE DRAG FORCES TO BE APPLIED TO DRAG BEAM GONNECTIONS AND PRECAST EMBEDS. � � O 3 FOR STEEL CONNEGTION TO PRECAST RE� PLAN SEGTIONS ON 52.17. Q : 4. FOR STEEL TO STEEL CONNEGTIONS USE CONNECTION SCHEDULE S-2 ON S1 .00A U.N,O. 96 . 5. D5=X' INDICATES DRAG STRUT CONNEGTION. RE� SCHEDULE S1 OOA. � � 6 R'X' INDICATES UNIGIUE CONNECTION DESIGN. RE� LOGATION SPEGIFIG PLAN SECTIONS AND TABLE � i i � � ��� i � � i � PROVIDED ON TNIS SHEET. R-1 , PROVIDE CONNECTION AS DETAILED IN 9/55.00 TYP. AT PRECAST GIRDER. 8 . ° 7. S-'X' INDICATES CONNECTION PER SCF-IEDULES SNOWN ON S1 .00A. p�` _ _ _ 8 � INDICATES TOP OF SLAB AT NIGI-IER ELEVATIONS. ' i i i i i � '�i � i ;' � J 9. �� INDICATES STEEL DEGK TYPE AND DIREGTION OF SPAN (2-SPAN MINIMUM). RE� SHEET 51 .00 FOR STEEL � I I I I I ( I I I _ _ _ � DECK SCNEDULE, AND ATTACHMENT OF DECK TO STEEL FRAMING. _ _ _ _ _ - - �- - - - K 10. ���° INDICATES TNICKENDED SLAB RE• DECK SCNEDULE S1 .00 I I � I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I � � � � � � � � � � � V � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ii ii ii ii � ii ii ii ii ' ii ii ii ii ' ii ii ' J E -x� ii ii ii ii ii ii ii ii ii ii ii ii � 11 . -��- INDICATES SERVICE LEVEL DIAPNRAGM SEISMIC SNEAR FOR TRANSMITTED TO PRECAST WALL I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I ( � I '';� J � 12. �� INDICATES SERVIGE LEVEL DIAPI-IRAGM SOIL 51-IEAR FOR TRANSMITTED TO PRECAST WALL I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I O II II II II II II II II II II II II II II II II II I � IIII II II II II II II II z ^ w II � II II II II II II II II II II II ; - _ II _ _ _ IIII _ _ _ II II _ _ _ II _II _ _ _II _ _II _ II _ _ _ _ _ , \ ^ f = = � � • i k � ,i ! + r i Y _ �. � � � � � _ _ � / � � . • • • �n � +� 4 f• = dE �. ) i � . .;.t T�E . � . , �l( t.,,,. • �f � # J � • • ^ � ...., :''a... ..: - . : . ,F..° . �nr N^M. . ::. � ' � ' ^ .1 r f: . IG: ,:., , ..I„srv .,. .r..r �. ': s . K. :« e...,, ,. ..., ` p �: �, . �a ,t..- . , .w . ' „ :,,. .. . .. , v �I:, �. � .',f, 3 . . . .., ,. .i .. .. . . .,.,,.. aq". ....r , - -... , _ .._, e. ... .„. . . ro•„ . r� . ,.. - „r .r . .. .� . n :. , l . ii... �/ •f1 / . .�.`.a: '�i • n.,� � .. „ ,�„ , .. „ .„ „ .,. `, „ ,. .,., . . >>.., .. �..:.7. .. �Ap� . s..,3.: � , � .. , , ,..:. , :. . ,,, .� ; < :,;,,, ;.;_ h x .h, :,..:,,, , .6. , < , , . . . 3 � � . . „ , . ..:,:. .. ;; � � , /1 �Ll i .. ..,' . ;, • : • 1. . ^,<! «. �:$b . � �[ , n,,. . > 1C�.� 2� , "CRIMMEC� . ., .: �� . ' , • i m � ` . „ � ;,, 7.#�,,.-„ :' ,:'� �. :. .... ,. , . ., v , .;; . ,�,r,. �. , . ,;,,,,. Y'� t , . .. , ... , , ,- . . ... ..,, , .:.: , „„ x ,_:, ,_;, , , . ,:, ,. l.,. . .. :, ;. , ..., �da': ,,, , .; ..., „ ,.. ,s r �,A , . . d , s� [ � � � R . 1v 4 ., . ;,., ...... � .: , e. . . . .; ,, . _. „ . . a � . , . ,. , , ,:: „ g , ,, . „ _ . ,, ,,,,,, , , ,,,a, ,: . , . �zz„s„x, . ,.. , , . '.. .,., ,,,, , . :_ "s , - • � �,r ..., _ -; r " " x„ ., 3 : �s w �<. � r . :. . . � .,, �e._ _. y, ,, , �, .. . . � � ' in � . . . . . .. �f7� , ,. . , . ,,.. �, .. , ii3 ,, , _ » � . . , w � .. � .,.:., ,. < � _ . , .. <F , , , . . , �,r � y� ,�,. . :� � TCt , T,O,S. . 113 7 u y =- , � � r� . , �< <. ` � � . � , � , - r„ '. t� n ,<, . , . . . � .;.. -,: . , . a � , : ;,. „ �� ,w � , � „ r„ � � , �r�, � s ,� > ::� s::- �. , ��;: , � F 1N18 UN � . , . y ,,. �,. - , � . y . �. �.� : .. . .,: �,.. , , Y . , . . ti. •. . , , ,; , , �o . , ` , .�°; r -... ,� . . ; � ,,, �, � � , -: z� � � ,�. ,�.., ; , , ° ! ,. � � � s � . �:� � . , � , ., . . , .., -„ ., ._` ,.,;:. ,.. , . ,. , si r �, � �.� ,,;;,., .g , n,, . . r i ;,- ; � . „ „ w ���IV3� .,., : , , , , „ � ,., Gs„ ' . � . ..''' . .. .: , . ... . hS "i: • ,.. .aa . i.�K'. -^'i ..�. ..r ... ' Y ' .. . �.: . ..�. ; .. . � . .. '. . .' . . . `� %�i ... . , v..u. q �� �r .: i . �'i ' f' ..,.� .. . . E: ... '.�. � � ": .`.aAJ. . : .... )air.e k"av, �..... - n .... F . . yl �' /( p[ ��� .: L . . .. . . � � " .er ; . � ... -.... ' . 3kYx. e. . . , q • ., t 'i ' 'E; ' � -r9%�' ...,. . � Y.= ' , • . , ; .�. . '.;'. ... . . ' . , . , . . �. . ..o. ' . l.�iI1�F � .. � � y � , � � ._,,,,. 0 , , ; � y� 2 � , .�.�. " . , f . ,; , � Yh � � � � , ;� - - � W'i'10. 2 :.- TR f MMED - - M � � ;, , ,,,,, �; . „ , _ :,w; , �. �- _ _ - , _ ° , , � '.. .t, � � ,. _ . ,,., � ., . ::_ , . ' ' -:._cr r . d., �,�,�� �;;i : . . . o -�. . ,,.. � >,.0 ._. , , . �, . . ::r., - .;, r, � . ^ f, :. . � ::;. - .. , , , , r' ..,i . �,. , ., . _ ..r ..:�^ ^"�' �; , � ._ , ::,,:.�... � . . . . . . .. .:.. . . }, , .-,,.. v, ,, , .•.. � :,�. , , , _:,, - n ,. , ., . _., --. ,, ,,:.,,� , ♦ e�a;.. . .�,. , . ,.,,, . .,... � ..,y , . .. ., ., ... ,,,, oq.,r, � _ «...,:... . ,.,., . �.. . .. . .. .. ...... ..... . __,_� . .r<,,., „ ::: .,>." . . '„!,� � x , . :.,_ , „ . _ ... _,.,., �.. . , , ;,: .. , , ,. , .. .. , :y!•. , ; _. , .. .,,w: . e .. _.; _ .� , , . a ..,. , :..,-. , a . .m., m y,_��� �... .e . , . ..,Fz. ,. , s . .�us, ,.. . ....s _..,:. ..s.: ' ,. . ,.. .. :. _ . . _.;Yy .. , _.. , . .. � :. . . , :,_ . � F..' % � Si .,.. > . . ,, .,. .. .. ,._ , _: y ,.a xe. . . e� . . . . ' 7 �.j.� r�w�µ . ... . T , . � a.A r . . . - : . . - , . .. . < i::^ x : '::^° . , Y �.N - . ..a.. ..r. ... ., - �•.. .re . . .., ..«c.. . . ... . . :: • ��+ u { 'i .,. . . .:. . _ . .. . ' �.. x .:e,, , ,.r...... . ..., i . : �.. .. .. .. . � . :,; /� � � 5 .y._ . . , � ., . _ i . . . / . :, . .. . , , ;,.> > . .� , _s;� . . �_ � :'< , ,. � . .., _.-:1 �� v . � a Y I . NP f 4 . . ,/'fw ,.,,_< .,�,., : . .. ,i,�,:, �,., ,_ ,,,.csGl. , �.,, . ,,,,, ; . ,,,,.. �u �e. , ..:, , , . _, .._i . i 4 . a . ' • � . • • � 4 ,r, r �a,h.V� ,d:,..F's� • e. . � .,5.a , ,.,; L . _..� , .. , a � . .,.c `- ' w� ,.,;,,. / . il .....�n�. ,. . . ,,. ✓.;. .. . .. _ .:,, . � :-u • i • • t • • a • t ' .:h�d. �i�i. ' ,,..,,'-u .. :,. /Y ;., . , ..i... . .ei , y .v.. . . . ;e. .,�.i .�/r �, ,. . _.y. / ., .� '... . ._s o i � l f • • ., j:a' , i . /�,:�� � W �' �aa . rY' � 9 �. 4:». ..) . �� lO �1 . ..�- : jfii � Fe : ['._r . :r..,. , , .. . . .. . . ..r. . , ,.a a ` J. . 'i . :: , .. ...' :., .Y..e / . .�.4 r i. /.. 3� .^`iS . .Y � . : .i . . . : �y . .✓ � . :: ..... . - " � � • �' v • � m. ..r. .yi .� . .:"...� n . . .<�. � ii , � ..t_ .. . . .� ..y: a:` ..:... . .yi . j�.. :✓ 0 :":b^ t � � .0 . : o.. .: ... . . . ..i:. .. � 2. .:.. ..... ... ... .. _ ._ .r, n . . . � . ._ . . � . . . .c a . .' .�.. _�. ... . . . . °� . e�,�� � J' j � E'3EAM5 . ' � : �, , � x , ,; . . : ,. ,. ,, , „ . . . �.,. . . . . .. „ . � ,, a _ .. �.,. . _ _ . , . x , . . , . . , ,,,, , . _ . . ,. ., , -„�.- h . � z , . � u . ., . _ ,. ,. . , „ „ �. �, . . � „ < „ r., . ,. , ,. �. .,;, . „ � � � 3 n �; , .. , ,,,, s � .., . ,. , � , _. �< ,, . . _ , ,...., . = „ _..�; . - ,. � ,,,. . _ , �. , . > , , ..� � ,. . � . . . . ,,,., ,. , .. .. � . .., . , .r.-, ,, , . .. . . . < �,, � , . __ , . . ; ,. ,, � ,- , �. ;�, � , , . , . .. ,,,.. ., ., „- ,,,. ::,:_..�. r��r, . � „ . , . , . ...,._:. ,,,� .,... , .,,., . .. v ...:;: . , ,.;. , . :..:... .s, .,. '�an� ,, :.-, , �,. . � , . . -;. �� :r,,,,, . . ,,_ ,,,. � �. .. , . ,. . ,m,. ,.,, ,.... .,.. __'„.s_. -,. .. . , , . .: - ,, ,. ,. . .... . ... � -; :: -,.. . � � ,. ... . . . .,, - . . , . , ,. ..,., ,: ., ....: aar. .,, a.e�, ,..,,,. ,1,: , , , - , , .: ;.. ; , „_.. ;& N.1 = � �`,�;' . , ,.a:.. - z ,� : :.�., . f... � r:;, ,. .. �. . ,. , ,. �.,. , . , , ,; ;. , ,rt� �w�rr ,;. ; > . . , . „ . �.., , � b .,,,..: .,v.r.... , � : „' '2'_ �,.:,,-_ ,,. ... � - - ,. ,.. , . ., ,.ri r� „ ' r � . „ ,., , < „ .;p�.: ., :� �..,. � . _ . . „ : ,.. «.., <- ..,.ry.,., . . ,. . . , , �, , ,.,: . , .�.; , ' a<.,x; . . , , ,. � .,. , - < , . N- ,. - < ° . , ;.':. . . . . .... � r .. . . , . ,<._ , -. . . . �,�. .,,. ,., ,:;,., ;.i. .: ,.. , . , ,n.: ..A: . , r .. : .,: !,,, £ . :5.., 3 '; . ,._<. . ` � . .. . ,,, ,��E. ,,.,.... ... � � . 5 y :' ., , . . ....,. ,�� , ,,, ,. .,:�.. ; ,, . .. , �. u ., e „_ . , e.: �.,.o ,n....p . ..,,.,, �. . „ ... .::, °. . . ....: . . ... . , r , < ,u'w"''�.; - . . , ,. ,_�. . .,,., . �, .,,., , .... . , ,,.. ,: ..: . _: .., _„ ,.,- „ ,. :.> . - . . . _ . , ....,.�,. . ,...,,.e,., . .. .. ,;:..� .:. . . , . . ., , , ;, '.:., . i � , :.'. �, ... .. .... . .:.. . ; :.: .�::', ", �, /,;. . - � . _ „_.,, . � , .... .•: , ..,;, . �...,.. . .: ,,, ,, �.;. ..:. . ; ._ . . , . ,- -„ ...,., . ..-.,_ e.. ..,.. �,,,, , .x., >. . ., .,r.,':; . . , , eu. , . ,.. , , , , . , ,,. ! �. � .:,, . . .... . ..a , ,,., � 'w r. , Sq ' � .,.. „ <.,,_ ,. . . .... ..:y. . • _ ..... .. . .... ... . . i;, .. .. ..y.emr . �: .. .. l.w.i� >... . :.a_. . ..... ...:'�� .a... . - . . . . . �. : .. ...q:i. . . . M :�.,� . x � . �,,, i�z, (t° J . sA.e t n•;� � fH� i n .1 � �. v � � � i.i : d.- N � -§ _ Q `h` � �5 Y' x „ � ! 3 v � . . .s. .:, e ..: r �� . ' w . - . z: . _ • o . .. � i.., ...F� i � '1^{ . .. � .,•:,: ,�. r ti.r . :a✓:+ .�lb :°ERE t u . I �" � : ... , .. .a�±, ....... � . ? . , :":.. . : +qx. n � r ., ;: . ,... : m. .. ..... . . :i.,: .,.. . . 3 .,�.: .: .,� u,i . .F_ .. , ,- . .. . . , . .. �.-r.� �i :.: . ..n . t _.. . Y . ' ..... .. .. r. .:r... ..a . „ <_ ci - iva .... v�L.Y �..aeaa� l � n0 . r . , .e �� a.e ... : . . .. ... ,. .. iF . :_. �, . .. .. _ .......{'�. . .. .... . i. a - � .... i ..i." . ..lv S a� : ... ..aF .: . 5 _ ,. .v � � '. . . ..... � . i _ , w. .vr ♦ . �. . . iz . /.. i N . .n . .... .. ..: . e �. � . ... kb . . hv . .lif.� viLi' .i .J _mi A . .. .. . i... Y / ... . s .. . ... ,. .. �. ..rv.... n�'-" . " . . ' r•parie. r :i"S.i . 1 �.. rG. ':' .. _. . . . - . .. . , .. , , , , , ,::_.._ ,.,,,., ,. � . .�t . . z, . ,:,.,, , i , . . .. �. ._,_ _, .,,. .�,: _.t. . .., , .. ,_ ,. ,,. , . .,, ,,,, . , .... , . ,,. .. _ . ., . __n. . , ,.. „ . . . «. �.. � . . .:,,,_ .. n.,. . ,,,... ,,, . .. �,... . , . .,., � . �, . . ,, ,_ . ::; u,» , . . n .... „!. . , h ,F ,.,, _. . . .':.. . . 3 i .,.. . .. . . ,. .xnve x ,<. . . i e .+- . .ai ..:, a .., � . ..nz .. , i .,i.. . _ , .,.. . . ...v ..n... _.... </ . ... ... a - ..,...,. . '..: .. :i . ... ..a _,_, "n i s . , . . , a. . .. �Y .. , n . . ./ t. .,.. . ..... ... ..., n . Y .: .J __ . /. ': ^ n o.. G ,,: ..... ...... .... . .:.... ,_ ..,_„ , . ,. ,.. . 5 z.. , ,__e.s, ,. .,, ...r . .. . .,_. 6 , .., .. ... .. .. . . ,._ .. .�, ...... . . . . ,,, a F� , . _ __. . . ... ri , .. 3 . ,. Y .. � , .. ,_ . . . °F. :� . m`.., _ , . . ,.. . ..Y .. � . ..,., . ._. ,,, , . �..rr ., fi . . . '•. . , .. .N. .,,.. x. . , . . .. ,. _ � _ ,, ,.... r..,. , b. .., .. . x. ,. F' .,,., _ , .i . � M � . „ , .. . , . zv< ,,, , .: , . . .;.� , . . ,.,a. , .w... ,. ._ ,,.z , . . ... . . s. , .. „ , ,. . .. .:.�.. „ . , , _ ,. ... „ . . ..,,,, . ,. ,,, ,. .,. .✓. ., , „ , . .,.... � . .. . . . .n. „ , ..," ",,. . ,..r . 1 1 . � . . { . , , . - .. ..,.__ < . _ , t /...i . .. � .. . ... 1.. ,. . ,. _ ..... . ... .. . . ., v � � ...;�... . , .. . ,,r � .,. j� ;-:. ; i .;'�,• , , ..:. . . . . . .d .. . .. 4 . . . .. ,,.._. s�' _..,,h d . .. W'L , . a e. Yi . . � . � i n ..x. . .. ., i..va�.. . ...rv.i._. .: . .. . , . .,,, . 8 r ... ...,. . .,,, .. ._ - > . . .. , - , , , , i.. .... ..v. .., _, . , . ..N -, .: , e �....�, ,.. .,� , . . . ,,. T , . r � N � � � :,..,« �m� . ..:�:, i.,,_. l , a: .. , . . . 2 . . �... .::'�., _,,,. . . ,a . :,.,, , , _,z.:, , . , ,.. . ,.�„� ,,, . , .... ._... .v , . : .. .. .. ., . Y. � .. . .,... . , i _;: , , .. . 3: , n`..., . ., ,. , . , ..,,. # ,._,-f;_ . . ^ � --= . , , . ;:� ,., . .•, ., . ., ,... ,,.. .. , .. . , „ ..,.�...: � "';. . c. _ . . ,, . , .,, . ,, , . :,: , , . , . , , .�, . ,, . ... . , , ::.,.. . . ... � , r�, ....,,..,. � „S . . u - -:.. , .� :, .., � _, . _ . , i �' - , z. . . . . . meih , !:. . . .. .. . , . .......... . ...:._ , . .. , , ..✓ ,_ naN . .,,., .r ..r ..,.. . . . .. . .... ! .. , v. . . .. i . . ... . , a . ., in...: .,;-.. . . .. ,,. :. . i. ,. ,_ ,. . ..�. . ... .,.... . ., � . .... _ , , , ..... _::, . , w. ._, . . ,: . Cn .... a . A ,. � . .e... e.__ . 3T`k. ':•. .... n e... 1 o�ii . . ,. .,,,, . . :., < .i . ,,. .. .a� . . . .....:. . k:°".. .. .. .._ �Y.v. a,. .. . ,. :.i. . . . . . . � ' � .� r . ... e'F . . . . . i. . . .... . . .. _, v . ,.. . ..,,, . ...... . _.. .... .. v . ��,,...� �.... . �. , ..,. ,.. ..r . ,. , " . . . , i . . . ,. . )v i . . ..... ..,,. , .. v . . . .. . ,i .i. .._ F),z. _ , . . . . . . . , n . 4 ' -, , . . .. . . . F ... .. ,. .. , „ .,, „ ,- , .. . . . .. .., � t ... .z r . , .... ... .. r, i .. J.. .. _ re .. . . .. . , ... {.... i... - ,. .. . .A: . .. �.... . . B, e � . .. . �.. ., . . r.. r .e. . .. ... r.,, . .: ... , .,. � . , ?�'1� e , . ... i . , . � . / .. . , . � . ii. ... .._i . ... ... r . .:v. . .a . i. rN'. .v . . .r X. . . . ... u.. � x . . if . . . � a i . .... _r,v . r .u. �. . ni. '! . . � . r . � , , . , � . � . ,: _ �.. ,. . . ..n.r ta . .,. .i rv� ,c. . W �� . � .. _. , . � , � . „ ,�. . .. .. . � .� .. �.. 3 � . � � , , ,, K �. ,. �.,� , . . . . u..,., , ..:v . ,,,. ,F. ., . :i;., ;: e n.,.. , , . .<. . .,. ,., , z- , .. ,,, . . , ,, . .,..,. . .... � : - .,., ,k � .. � „ ., .,:, , .,to � . , , . , e - . .avc.� .:,<,,, �. ,... .. . .... .. . ..... „r..� � . . � s_ . , . .. . . ..�., . .,...._ , , , . , ., ..: , ,- _, . .. . ,. • • ,.,.., ,, .: . a'� ., , ,; _ . . . � . . � � � �. ..... w.. 2 , ;. ; ,_ , n � . , � . . �v . �g.. r'',,.✓.: � . .:, .v IM�II�IIIIIII IM�M�� ir K .•ci � ' f �",:;.. T:Ux� � 6f }. � �..� :bi �3� `. . . { *: ..� .a .a.�. ... . . .. i ,,.. . . .... ''.:. . ..a. ,.i.. : , . .. . . . , i. r' . - .: ����� �,f Yw - ' <F✓�.ri' / : 9�,. : ` , " re ., � � � ■ E a i • . ":, ., . . . .. ..,.,- . r .. , x: . . . , !' .Y,%^ . ➢' _ , 'X F , . . - a „ „ : ,,_ . ..,. ,.,. . �..�. . . ": :> : " . .., . • ... ... , _. : . . :,....,. � ::. ,..:.. �. . ; .. ,,. . ..., 'z a , . „ „ . - .�� ;..;�.. . , . . .,. ... i,.:, � , .,«,v,.. ,. ,r .,', . a. :-:: o ,n. ,_: ,.. ...,�, - ,,,;:; , ;.. .; ' .:�,. . . '';. � , �> : ' �_ , ,�.rY,., e. ,tte. , i�` !i . �. a > ... .. .. r.. i . .9. �. . . ir nr :«, n. .. . ..... . ... � . . . i. i. '.:r: . f. . . . „ ,,,,,. m , . , .o � , , .. . . ,, .. ,,,,.,.. � � , ,,; ;,b,, .:�. _r,Y�:;,; ^ . , i'�. , .. w,. ' „_. .. _, / ; ...,. . . .. .. .... , . _. . . . ,. ., . sn � . >m, i .. . > .'. . ...+ . ,.. .�.. n .. , .. ,... . ✓,,, . , � .�'� � ..., i . . . ..n .il. f .r . ..y:: . <: ,<,. ..,., . ..�1. . . �_ , . �I: :.,, .. � ....i.... :� � H.,._. >` :5 <.y . v .. .. , .,, .. , „ , �. , s, - ,. ._ . ,, .,, .,, i, ,..: , , ., i .,, , ;�- „ , �, .. , , ,, .,.„, ; , .,� , -: . ,... :�,,; i':55 . . -;i 1 . f ...,! - . ' a .` . ...: . ''.i .. . . . iMiu.' i .i...r!'Y. !:i y. o V ., ... . i ...r v. ., .. � • „ ,. -.. ,: 3 9 s • � J � , .�. ,r, , �- . , r,d 11 , . ;. „- . , � ,,: < , � .. .. , , , , ,. ,. _ .. , , ,., .. . . , .. , , . ;: ; . ;,, , � �:, , _ . . .. , :�. ; ,.�. ;., , , � ��, , z ' � , . . , - � . , . , .. , .. . , ... , . , ;� .. . .. ,z , . _ ..., .,; , .. ,. , .Y , ;: , . � ��., s ,. ._ ;> ; x " ,. ro . . . { ._ ., , � � : ,, ��� �y >, .. . u� t , ,,,� , , , , . , � : , . . , : .,.. . . .., „ : ,� e �, ..,, :.. , _ .. .. , , , ,� � .. �rT, r. h.l �, ,. .. . . < t... . , , .,. : 1 , ..- ,� .. , ���� ; : . . . .. ...., ... ..r,�' ,. ,; .... „ . . .., � . ;. „rY�' O , . .;,,,.� . . . ..,, � .;.- , .- ,,,, , . .,,. , „ .,. .,, , :-:, i.K,.. , g., „ < _ ,_,, . .,. . , g.,,,, ,, ,., , ,. . , , .; ` ;x�' �' ., -, ... , , . .,y. , �.,. r >, . , . :... .. „ , , . ., _.. , .., . .. , ., � .. . ' ,, . . ..... L.7 .., .�� ... , , �, , , .. . .,. , . „ , � ., ,. .. . ,. . , ., . .. ,__ .. . . ,_. ._ , , .u, . . � . ,. ,. . � ....,, ^ .,,._ .. ..,., . .. „ _ . .. . . ... , . . , ,_. . . , . � , ��„ , ,. , , ..... .., nn . ,, .,- , , , . ,.,:. ._ . .�. ,,,., . , .,:.. + Q' . . ., .., .. .,. . ;, �: ,. . , . .,r:,,,,, .., „ .,.- .: v . ., , ,... . - . , , . .�.. ,.„ � .. , � . r ,.,., . . . . ,,. .. . : y� � - . , .,. ,... , - ,,., . � . � .. ,,. ,,. , , ; , .,. ; , �,,,. , ., � , � ,. . ....:.. . .. „�,.r. .: , ,<:: , . . ., .. f . �„ . .,,. , .. ., . , , /• ` ::f ,: . ..... . . . . ;<, .; ,<.. , .., „ �..e. n . �,. . ,. .. �. ,�..�.. . .u . . � .e,,, < .. . , _ . . - ,. . ....,r,, . <,... . .._ „ �.F -... 4..... -, _ . :�t.vr _ ,. . .. . L Nl. . • ' � O O � , �:. .. . - .�� z' _ r'. .. ' - . 'r. Z � � � ) ■ _ . �,d.. :.:; - �' .s 3. s v J � s a � „ " .. .: �_ , . . ` y,.. A . .! �, .,, . „ b> . - I ? ' d �E v � „r 5 , „f^' �r%� . . ,,.. H . x , " - YY�Y�YWI�l�llq !► , ..:. ,�, - ,$• ., ; l v :. - ..o - . �„ . .. , ib. l . .. - � � - . _ . . i .� �. 'u,P. � 'S • ` ,P _ P Q � � . _ _ _ _ � . . . r � � �� "► �„tn�i °s � J r< � , � x `�j , ;�" WT 10.5 22 ,7R ED , W � n . , . � s ' � . �., : � ., � a .. � F i -, TC,� T.O.S. - i13'-? � v / .5 � � � , �_. � iv OP - �F`: SNt 8 . ,°. ON 7 � _ : ; r. < - `' � ,":, .� F. c : � : BEAMS � .ik �:k . � Y ' ` ��t .. . . ' . � .;a' { �� . � ., :::-t . .. , . -" ..: - , � „ �• • ' .. .. v , ''.r : � i .. , i . . . � " : .. �� e , . ii.� � ,.. ,; , r. _ / e � � � �s �ce. �„ � - „ " 0 _ . _ . . i � � .., e " ', cTq . , Y, .,,' r. Y °.:' � j . L e � � ` .. .: � _ . . . � � n < }�^{ . E I � y , t /p � � 4 � , _ ..y, i • , q� - ., t �^ � �#S/�iii F � � � � . � , . di, x.*' '.: s , � ,, .. : -� ' . .�-- %�,,,u „ i .,,' ; ; . `'�, i. � � :;,a �.�� , ,:�"� . _s,x • , �„�t ,. � ,; . , ,. f ! N'fER5ECT1C�11 t, �(� ; � � � J µ, � � ii � . . 1. •✓ � . ... V .sC . 3. . c yl., i y .. � a s� , ",s, , � „ „ ..i . , .�,::, , ' , � �. <_ i:� ,. ., °. i „ . � ; i : ✓ �.!-. a - � .�.: , '- .. ,�^ '.. . ,., . ;.. z _ ,.. ° .i .�! .l • . .. - x- . ...r"n . „ . , , «;: r. , .,., , , , ✓� ie..+ , : " 3 �„u . , � .x, E/�M ''"J � �, � {� B � � .���,a , .. �5 .. , . , :,�-. .,..< . . . , .., . . s ` ... . ' , ,. _ . . ., ,. , . . ; . ; %. . _;-, , . . , � . � , _ , , O � ��-z , � m I . � N - � ° � � , , ; s w: �„ . i u F� .. . � . .(� . � A 5.:. �f �J j s C^.pe rr. � - I , . :-. - :.: -., : .. ' . . � � . �.u.l.. � _ v..� � , - .� .� o-. _ ., ! � .. ". . ... i• ., .• ,n . . , ., .. : � , . „ . _, -z .:-Z ,: . . __ r, �. �, .� s < ' _ 6 � _ r „ ,,� . _ ���� �'r � . ._.. « �- - ^ ° , �,.. t � " �, r �_` � � � s : , _ , .. � - : � � � , tis '` � � � . � , , , ., . : �, ,. , �, ,. �. ; . ___ _ s � t � . i'cN - . � //� c � _ _ 3 i45' . e.l � � Y J.:i `ti;. £'w" °`r .- 'Y.� �i;' x3 i'. � . / ! .. ,:. ,. ". ._ � fe{ yh 4 Yi °� � � �„f .. , ex d'F. 4 ..'�L :Si,,;, � .. . 4 ... . � � � .p _ ; � .. p , ::qai s''' . � � ., sn >r � . E ,� , �" { ?r"k , � ., x't .. . .. ➢ .. :! �• r F � r;: � � _q � =..A I >.r d � 3� � �,, , � . ��. _ _ _ - - Q ; ; � ; � � . � ,.,�y � r n r � n �, ., � ,. � i 1'a�;� .,i ,;-..r , -a r . � c :. 5 ` �r i" � � � 1 9 „ > «ny',.' s slti , k , ! � � . ,, .,, �„ . „ ., . ,: � .,, , „ �,,.. ' : � 'w, �. a . ,i . ,,;a A F � , � .n . "� a.,. C'` r, T ,.+,'> �r,;�'x','� t . , V. ] ` e '� �a � t ' �.,sa � _; e > .r:p ;y„�„ , , ., ., . �" �'rf,� ' . - � � f 8 � . i° .s , 9` � ; , ::s.., o � - �.� - � � �.�; ������ �. ,�' g , ' a.., . , , r � , S � ` ., � .� 1 .. - , s� s, , ' s � � -. , �et � . _.._�. .. ' ' , � # . " y°�A . . �C�'� 5)J r . 4 t � d � ( yY. i � ^ . a.v. r �✓� 4F ! 4 . � . . . . ✓ r y'*'y '9":'• 1 S " z ° z � r,'t"':` Y � � N � , < � � _ � � ' r t ` �r ', � 1 E � �� � ' s , � ., � � . , � _ � � � y� h y� , b� ' � � � � Q�[ t i ,. . ' ,,, . r , , Y �. . ... ., �. ,� n '� ^ 'y � ' x ��� � � i< � .. a� ; :�,�`r� � � � � � � � � � � � � � ��w� R �� � � � , � � � � � �� � .. � � ! _ _ � ., ; : - ., , ^ :: J . � l• . � . . , .: �, , w. � ., - � , : _ , , . , i . t r � CZ r t . � o r n'�` � �'- � , .< ' � ' � a� � , : � ; ; � s=- �k� -��. ,x� � � � � � , . � ENLAR B PLAN a� �': ,. T - � �" � i a �. �;'` � • �o i � �.� ` � , � � � � GED SLA . � , � , � » r � � : � s AREA #4 , � -o . , n ,�,,. „ � - _ , ° """ y ' � _ �{ - - - ' _ _ _ M � RE• 51 .07 FOR > " ` ` _ � . � � ��� . � � � ° � ' ; �� _` � EDGE OF SLAB � � � ti a, ' ` �� ��� , rs , � �, �' �� GOORD I NATE , � � POINTS � , ,rt , , � - � , / 4 Y r • � � - t . ; � ' � � �� ° �.� i � � � � PLOTTED MAR � fl� y Y � • P f ✓.a; �. / C. � / ; 5 1 t� � � � X �i a ( A � � Q } 4 3 '- „ S 1 _ 2 � • CHK'D BY JRB cii � � � � � �` '�� � � � �' �� � � � ' � COPYRIGHT � 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS W , _. o � n�� �, s �� � � � 3 4 SHEET NUMBER. j \1� ' �r,,, �, ; �. w . p �� � � . _. ,:' - _ � , .�°. � = r�° i � _ _ � _ _ - � _ ' - T � - _ ' � " `' . ° ° , , �, _ , 4 ' MATCI-ILINE S2.17A � o . . �� . . � . � - � �� x �' _" s ■�� . � � ' �■� � - � � �� � � °� , ' ` r • ' • MATCHLINE S2.18A � 5 o � � ' �'�� , , : " D . P .A. PROJECT # 06232 . 00 � �` ' ' � ° SCI PROJECT # 04- 187 � �-. - � N .� O � U ! R 21 22 23 24 25 26 27 28 OVERALL 21 '-10' 19'-1 ' 19'-1 �/8 23'-10' 16'-8Ya 19'-OYi 15'-3Ya 7'-4' GRID TO GRID � 0 ' • - � Archit ts � � i E I I f i f i o Q o °C � • w oc > .� c9 O J v � ' Y. � t sy e s ,t • > : � � ' • y t y' ,.. ' i . . t ` f , i • � . 1 � , I s � • . Y ^ y r . ' � . � ` � , � . 'S . .� � t , f : y . ♦ : •� e � ,� /� .� . ! . �. a' ' . �. * y . � � � e " " � 2301 BLAKE ST , STE #100 m ' DENVER, COLORADO 80205 � I I I I I I I ;:� I I I I I I I I I i I I I .: I I I I I I I I I I I I I I I I I I I I ` 303 861 .8555 F.303 8613027 '_ • II II I II ' I II II � II II II II II � II II II � II II II II � II II I I I I I I I I I I I I I I I I I I I I � . I I 1 I I i I I I I I I I I I I I I I I �� 0225 MAIN STREET UNIT C101 W � I I I I I I I .� I I I I I I I I I I I I I . I I I I I I I I I I I I I I I I I I I I � EDWARDS, COLOw4D0 81632 Z � I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I , 970.926 8960 F 970 926 8961 � II II I II ` I II II II II II II '> ' II II II II II II II II II II ! � = II II I II I il II II II II II . '•. II II II II II II II II II II �o V ii ii i ii •. i ii ii ii ii ii ii ii ii ii ii ii ii ii ii it ii ` � T • � — — Q i f `• ' i E 1 1 � � I � � c , . c ' � � � � � , `,. � ( � � •`> � � � � � � - - - - - - - - - - - -� - - - B � � � � I — — - - - - - - - - - - - - I I I I • � � � � � � � � � � � � � � � � � � � � � i � � � � � � � � � � I I { I � � , � � � � � � � � � � ( � � � � � � � � � � � � � � � � . � � � � � � � � � � � � � � i � � � � � � � � � � � � � � � �O II � � � � � � � � � � � � � I _ II II II II II il ; , � . , , , , , , , , tructural - - - - - - - - - - - - �� - - - c Consultants � � � � Incorporated II ' � 3400 E. Ba aud Avenue 300 I I '= ■ � � ; (�o�) 399- 31D54,'�' h (�o j��S�s�o9 � I I 'N E SCII Job N�um�beren04- 187 � II � � � � � � � II � 'O ISSUE/REVISION DATE NO . ;• CCD #22 20MAR08 � � ' CCD #24 23APR08 Qj I I I I I I I I I I I I ' I I I I I I I I I I t I I I I I i I I I I I I ' I I I I I I ' I I I I I I I I ` I I I I I I � I I f D CONSTRUCTION DOCUMENTS OSAUG08 II II II I II I II II II II II II II II II II II II II II II II II II II II II II II I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I •,� , TOV UPDATE SET 10SEP08 II � II II I II I II II II II II II II II II II II II II II il II II II II II II II II � - II II II I II I II II II II II II II II II II II II II II II II II II II II II II II o � II � II II I ii I II II II II II ll II II II II II II II II II II II II II II II II II �x II II II i ii I II II II II II II II II II II II II II II II II II II II II II II II ; . r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � . M � y 4 ,4 , , i _ � ) . • _ i ' � � � � � � � � � � � � � � L � I II II � � � � � � I � I � � � � � J � � � � � I II � � � � � � � � � I , O II � II II II II II II II II II II II il II II II II illl II II II II II II II . � II � II il II II II II II II II II II II II II II II illl II II II II II II II , ; �' I- I- - - - - • _ _ - F I I � I I f ' I I I I ^ I I I ' I I I I I I ^ ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ry I I I I I I I I I I I I � I I I I I ( � I ' I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I • � � � � � � � � � � � � � � � t � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ( � � � � � � � � � � � � � �' i ii � i ii ii ii ii ii �� ii ii ii ii ii ii ii ii � i ii iiii i � ii ii ii ii ii ii `o � II • - - - - - - - - - - - ' , - - - G o�p,p0 REGjs� I I • • • , • I I �p�;�QN ROYeq�.F�F I I � :o� �m : LEVEL 2 ENLAI� GED - - - - - � � : ^ : . . . � � . . . . PENETI� ATION PLAN AREA 4 ' " � ' ' ' ' : . . ��=, �-o� - - � �. Q � � �� O� ��, :� NOTES - - - - - - - - - ^ - - - N ' • • • . . . . • •'G\ . Fss�ONALE� D � -�a .dg . � 1 . RE� 52.17 FOR ADDITIONAL PLAN NOTES. - 2. RE� 51 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. '>. � i t i t t i i ` ' . , , , .� � � ' O �� N ,' � � � � t i r i i i i - - - - - - - - - - - - ' - . � ii ii ii ii ii ' m II II II II II r ' II II IIT II II II II II II II II II �� II IIII� II II II II II II II � � m K II � II II II II II � I II II II II II II II II II � � II IIII il II II II II II II r 1 � � � II II II II I � I � � � v II II II II II II II II II II II II II IIII II II II II II II II �' . J II II II II II ll II II II II II II II II II II II II IIII II II II II II II II ` � II II II ll II II II II II II II II II II II II II II IIII II II II II II II II 'p J II II II II II II II II II II II II II II II II II II IIII II II II II II II II I I � I I I I I I I I I I I I I I I I I I I I I I • : x •; k , :; • : ,, • ; , . . : , � , r , , . , • . . I I I I I I I I i I I I I I I I I I I I , �..�..� A /�'" —_ - - - - - - - — _ - - - - - - _ — - - _ - - - - - - _ - - ~ _ _ s _ — - - - - ! - - - — _- - r t - - _ - - - - - - _ } — T - - — :. _. _ _. � > • ii Q '• � � � I ' Y AC _ 3'-6' ', � • � '� � � m 2'-7' 2'-7' 2'-6' 2'-7' 2'-7' � z . � Q � 2'-6' 2'-6' 2'-7' 2'-7' 2'-6' 3' O '-O' AA Y w AA Y � AC � AC - � AC AG AC , � • '�o � � ` � AA '� � . ,, - a . , , � , . , � - - 5,-3' 10'-6' i 7'-3' i ` M � � I � , , . ,,,,._._. . � O O X � � ' ' � i AC � � � = AC AC AC � O Q � i i i i i - I � AC � � Q � ;r� v Y AA Y w AA Y - � � � � AC AG . , � � � � - � � � - - - o - - - _ - - m _ - � - m - � - �� - - - N a Q �/ �/ ti Y Y Y qq X X I �� I AC _� I AC Q AC -- AC � AC , � � � � � � _ , �_,� 1 1 ;'� � L.L� � W � � � � � � �AA� �W �AA� I � AC � AG AG i AC � ; � � � J � I I I I I AC I , IAC �I�,, � IAG ; �" o Q O � i .� iY .� i iX iZ A ^ i O �' N ' _ � i � AA I ( A � � A AC ' I AG � AC u� AC ' � � U � . �( �' ' iv `o � .- � p Q � � � 2'-6 - - AC -- - - - AC - i - - - - - - - - X � Y � AA � Y � W � AA � Y I � I I Y I � � VJ 10'-O' � '�o i '�o i , AA W '-6' 3'- ' i i � i � C IAC _ � AC � � AC � � � d- > � �. � �- Q '-7' 2'-6 �b6. ' 2 -6. I I I I I I i i t i � � .� � r qq iY W � ' iY � Y � AA � Y � W � AA � Y � AG I AC I AC _ AC � � J _ ,o IAC � AC � � � O o� . b � � � � � �O AC k ' I I I I I ' A�- � � 10'-8Y8 , AC cn . .� ' I i i � � i i � I I 4'-4Ya ' - - -- - -- - - - -- � . „� . 0 i iY Y qq Y W qq Y °� qC � iAC E i 4�_6- , , � i i � • PP i -i � ' - - - - - - - -- - - - � . • � - � - - - � � iAG � AC � � r � � � . � , � , � ., � s . I I I I I AC C __ ' � P ` f ' . I � ` � . �, ' '� � Y � AA � Y � W � AA IAG i p . � ,b � � � -� - .� , _ � ;� � lqG ' v � N � i� ry -1 ;� � � AG � � � � � • `�' P � ' � P O I ( I � � � ;� P �b ' � Y � W IAC I AC - 'ry . . � ; � � � ^ � � �^ P — f - - - iAC - - � - - - - - - - - . - —� ' . h � � � b � o I R , , , � ,, . �, � b� P-P^ � � ,�• � P � A� , , , � LEVEL 2 ENLARGED m � � � ,�^ � PP :,� b �' � 3 ° _� � —� �A` � lA� '�. � � � , -� PENETRATION PLAN ; � _ 1 _ . , P � - --j— - - — -j— - - � -- - ` ' - - - - - - - s AREA #4 m `L � ,�• P. ,� P. I � ,�. ``„"� . ,b � -1 . ,1• 'L � � P 3p ' AC IAC � AC M1 ., . � � � '�• � PP � �',� P I • ' � c� �b -1 P.P ,y� p, o � r • .. g � -1 �L;1• � 1• 3' . ,O t IAC � I � �• � � � � � PLOTTED MAR ° 1' � rj,' . 3 i AG ' � c�n � „b �'� PP � rj,'� . 'L�� PP , ' � CHK'D BY JRB ,1 , � ,�\ •,, Q , ry � • w � � V_ • � ;• COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C . ARCHITECTS a° � `j,1 -1 �' �,''1 � '� O � �, • � . �'b �� PP (� �'' PP 2 3 4 SHEET NUMBER ¢ � � �.b �� ' � �;� P = � • J , • P _ - � � '' � � � � � ,T ! ' MATCNLINE S217B � - - p - • �, p.P .O - - - ` ' . - - - - — - - - O y � • .�' 3 P � � � � � � � � � � � � � � � � z - � � � ` � �.b � � , � � P , -�� � P o ' MATCHLINE S2.18B 1 5 � � - • ' �� • '� ' D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 N � O � � U N LL i _ ___ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ - / � . � � � I _ _ � � _ _ � � _ � � _ � � _ / -!- . _ _ � _ - " , �.� � - - T , �_ _ _ _ _ _ _ _ _ '�" - � -,� ^ " R MAT INE 52.17 � MAT NLINE S2.16 ��` �� '�� � ��3 ' ; , � � ■ � �� . . �� . � �� � �� . . �� . . . . � . . .� . . �� . . � . . �� . � . . �� . . . � �. � . � � �� � . � � . . . � . � . � . � ■� � � . � � � . � �o `L 3`� �� • �, �'� �� � w� 2 65 MATCNL I NE S2J 8 � MAT HLINE 52.18 �; r, �+ �+ , . ,o f3 3� O. �: �� ��,� �,� �� ,�� + .l Q '� � '� �J `� 3 ���'� ��'� �\ �. � i� , S�� ��� -�� � � • b�� ' RE� ARG . FOR . ' i � i � t i t �`��3 �'�� 4 E�$�'3� m� � � � W12 x � 5 '� � �EGAS I WALL � � � i i � ` 3 � � `` PANELS 3 � "o. �. a w� `� � - N � � • � � �-�11"C �'11 t t$ � cv� 35 � � �q -� :. A !�� J� ��3'� ��3 "�.l �% a 6 05 . ,� . 3 �. : � 3 � a . , p� � • 1 12 , . �• 9 oy�. 5 u'• �`� = 5 '� > 35 , � � i i 3 p"� i � � • � ' S`S sr i � � ` i � � i � � � �� ���' a . 12 x 35 83�8 �� - - - - - V ' - - 113'-1') � m ' � - ' ' - - b �` � 2301 BLAKE ST , STE #100 � 3 ��3 � " . DENVER, COLORADO 80205 560� 5 � , W12 x 35 v 303 861 8555 F 303 861 .3027 � 56 p3 , i �113'-1 ') Q O � D I MENS I ON � •-43�6 /'� � i EDWARDS CO ORADO 81632 ' ' � � i � � � i � � TO W18 / , � 970 926 8960 F 970 926 8961 _ _ - - - - V - _ _ _ _ _ - - - - - T � RE� 52.18A FOR - - '- � ! ^ ^ STAIR LAYOUT / � ST PPED SLAB , RE� ARCH � / V RFRAMING FOR � SL B SUPPORT � i � � � � � i � i 1 t � 4 r i . v � � m N � I 1 1 f 1 t I [ I 1 � E � � ! . � � � �� _ _ _ _ _ - - - - , w tructural � - - - - - - - - - - - - - - - - - - - o Consul tan ts , � , , , , F k , � � � � � ` � � I n corpora ted � .� 3400 E. Boyaud Avenue � (303) 399- 5154, FAX (303) 333- 9501 Denver, Colorado Email Info�sci-denver com _ _ _ _ _ _ _ _ __ _ x C('� Inh Numhar• (14- 1 �i7 _ - - - - ' ' - . " - - - t0 ISSUE/REVISION DATE NO. � i � � i � � ' � i � � � � � - -� - - - � co CD PERMIT SET 010CT07 � STRUCTURAL CDS 01NOV07 TOV RESPONSE 12DEC07 Q � � � � E � � CCD #10 24JAN08 � i i i i i i i i i i � � TOV RESPONSE 11FEB08 Q _ CCD #22 20MAR08 Q � � -" CCD #24 23APR08 g � � � i i � � � i � � � � CONSTRUCTION DOCUMENTS 08AUG08 � � i i - _ _ - _ - - _ _ ! � _ _ _ � _ _ _ � _ _ _ _ _ _ � _ Y TOV UPDATE SET 10SEP08 � � i ! � � � � � i i � � � � � pQ`p'��•REG�SF � � � o�,;Q�, �ov �•19�c. v �'. yc� 9� � .� � o �: . . • . • � � �Q � � . :� �: , , f � 9�F S/ONA1. ����� 1 1 1 1 1 1 I 1 1 � � � , O�I -(a .a � � , _ _ _ _ _ - _ - _ _ _ r _ _ _ _ _ _ _ _ _ _ _ - - - - - � Z . �- z Q d � � � � ` � � � i i i i � i � Q i i � 3 0 � � � ac '� a0 � ^ � p � O Q J H (D (n ' f ' ' ' ! � � O o j Z � Z � i � i i i E � w � � O _ � _ Q Q U � � J E � � � � 2� 6 -5��8 ! � ! � � f 4 � � 85'-8 4 EDGE OF P/G WALL PANELS � 302'-25/s �. COLUMNS L•L�•� � �/ • 18'-11Ya 5'-5Ya 13'-7�/a ' ' � ' . ' • 19'-1�/a 23'-1 O' 16'-8Ya GR I D TO GR I D � ��•• 27'-5Ya 8'-1 O�/a 18'-3Ya 24'-4Ya 23'-i � 13 -6Ya 5 -6 /8 21 -1 O 19 -1 w OVERALL � � 418'-2' Q � � � � ZD � � � � � � 11 12 13 � � 16 " � � O O P� O Q 5� � � P i AI�E � � ��=, �-o� �o�� °� o Q �-- LEl�EL 2 E�lLA��ED LA�! Q Q � � . NOTES� 1. BOXED NOTES �� INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. � J O W S 2. TOP OF SLAB ELEVAT N = 113'-9', UNLESS NOTED TNUS� �- �_� RE� 52.18A FOR ADDITIONAL SLAB 1�3�$ � INFORMATION. � �� � ,`3 "b� \ O O O ~ 3. TOP OF STEEL BEAM ELEVATION = 113'-4' UNLESS NOTED T4-IUS� (XXX'-XX') � r � � M - 4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED THUS� T ���_XX- . T.O.S. INDICATED IS THE PROJECTED T.O.S. ZI ' � CI� U �+ @ TI-IE � OF TNE SUPPORTING BEAM, WALL OR COLUMN. SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED `� � Q � � � ON PLAN f b` . ` � � 5. <X'� INDICATES CAMBER OF STEEL BEAM. 1 '-`�'a EDGE p�. � (� CI� 6. PROVIDE 3/a' � x 4' N.A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED TNUS• [XX] W4-IICN INDIGATES TOTAL � Q NUMBER OF STUDS. EQUALLY SPACE N A.S. ALONG BEAM UNLESS NOTED OTI-IERWISE OF SL �'� 3 � �'�/ Q4 b� > I.L 7 �� INDIGATES STEEL DECK TYPE AND DIREGTION OF SPAN (2-SPAN MINIMUM). RE� SNEET 51 .00 FOR STEEL � � . DECK SGHEDULE. s � � r � 8. AT BEAMS BETWEEN SLOPING GIRDERS, MATCH T.O.S. OF THE SUPPORTING GIRDERS. � ^� J � � r o.w � �e y� cP� . � � 9. T.O. PREGAST WALL PANELS ELEVATION NOTED TNUS' . x�_� r _ _ _ _ - - U O 10. RE� SNEET S1 .00A FOR STEEL BEAM GONNECTION SGI-IEDULE � 11 . ►'-�' INDICATES A MOMENT GONNECTION, RE 1 , 2, AND 3/S6.00. � � � 12. RE� 5300, 53.01 , 53.02, 53.03, AND 5304 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY �� �� ' � � -- _ ` � PREGAST SUPPLIER. ' �o� "'s N �o�a I , _ _ - _ - , - � �R �� � � � � � 13. 'SC' INDICATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP GRITICAL. � " ' � � 14 . GOORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECNANICAL , 3 . �� �, � � � , � / Q � C i � ; �- `; � P -� s DUCTWORK WITH ARCHITEGT, MECHANIGAL ENGINEER AND SUPPLIER. 3 -6 �4 ��p � �u 15. COORDINATE FINAL ELEVATOR SHAFT DIMENSIONS AND LOGATION WITH ELEVATOR SUPPLIER. / 5 � ° : � � 1 � . / J w ` � �ocK 6.1 u' �°�a � N ` _ y _ .� � 16. -�--�- INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WI-IERE PARALLEL TO � � � / � T.O W. = 1 0 6'-2' t� �j- -�-----1u-- - "° � " A WALL OR CONCENTRATED AT A PERPENDIGULAR CONDITION. W P R22�_5�/8 � � 17. PREGAST DOUBLE TEES AND BEAMS SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS INDICATED ON TI-IE T , � AT STAIR LANDING W LOAD DIAGRAMS, RE� 5103. EDGE OF SLAB � � � � � 18. PRECAST SUPPLIER MUST GOORDINATE ALL OPENINGS REQUIRED FOR MEGHANIGAL, ELECTRICAL AND ' BW18x35 � � � W � PLUMBING TRADES � i � / WATERPROOFI�NG AND � TREAD TOPPING SLAB � 1q. MINIMUM CONCRETE TOPPING TI-IICKNESS AT DOUBLE TEE FRAMING = 3', REINFORCE WITI-I 6x6 W21 x W2,1 W.W F. i� i _ PAVERS � / � 20. P�-x INDICATES PREGAST COLUMN, RE� SGHEDULE S1 .05. � \O6 ,'I , i �� � 21 . P�X INDICATES PRECAST GIRDER OR BEAM, RE' SGNEDULE 5105. W18x35 , LEVEL 2 � � 22. RE� S1 .01 AND 51 .02 FOR COORDINATE PLAN AND SCNEDULE FOR GOLUMNS NOT LOCATED BY GRID TIE (106 -2 ) , i ENLARGED PLAN ° 23. TYPICAL COLUMN BASE TO GIRDER DETAILS, RE� Si .01 . ' �� � � / � � � AREA #5 3 24. QINDICATES STEEL COLUMN, RE� SCHEDULE S1 .04. � � �' � 25. FOR ADDITIONAL INFORMATION AND DETAILING ASSOGIATED WITN OVERFRAMING AT STEPPED SLAB, RE' S2.18A. � / / �,��� T.OS. = 106'-2' � 26. UNLESS OTNERWISE NOTED LOGAL DESIGN OF EMBED PLATES OR BEARING PLATES FOR STEEL BEAM GONNEGTIONS AT FACE OF � TO PRECAST ELEMENTS ARE TO BE DESIGNED FOR THE CONNECTION CAPAGITIES SHOWN IN THE STEEL BEAM i PRECAST WALL �� GONNECTION SCNEDULE S1 .00A, RE• SCNEDULE S-2. RE� ENLARGED SLAB PLAN FOR BEAM REAGTIONS AND DRAG � TYP. � FORCES TNAT SUPERCEED CONNECTION SCNEDULE DATA TO BE USED IN PRECAST ELEMENT CONNECTION DESIGN. g 27. TNE LAYOUT OF DOUBLE TEE FRAMING MAY BE ADJUSTED BY TNE PRECAST CONGRETE SUPPLIER PROVIDED TNE � LAYOUT OF OPENINGS INDICATED ON THE PLANS IS MAINTAINED. � � ' PLOTTED MAR � 28. PERIMETER PRECAST WALL PANELS AND COUNTERFORTS ARE TO BE DESIGNED FOR TNE APPLIED GRAVITY AND o LATERAL FORCES SNOWN ON TI-IE PLANS AND TNE SOIL PRESSURE FORGES ILLUSTRATED ON SNEET S306. PRECAST WALL CHK'D BY JRB AT LEVEL 1 w �„ 29. PRECAST TOPPING SLAB REINFORCED WITH W W F. 6 x 6-W2.9 x W2 9 GALVANIZED, RE• 6 S5.00 FOR TYPICAL w DOUBLE TEE DETA IL. RE� PLAN COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 0 30. T.O. DOUBLE TEE ELEVATION = T � � xx (AT BEARING ENDS), RE• STRIPPING PLANS FOR T.O. SLAB ELEVATIONS. 2 3 4 SHEETNUMBER a � > ° 31 . � INDICATES A SNEAR TAB GONNEGTION WITN 3 BOLT GOLUMNS, SNEAR TAB = 1 %a' AND TOP AND BOTTOM STIFFENER PARTIAL PI.. AN ¢ PLATE AT GOLUMN WEB = i '. � u�.. 32. � INDIGATES 2 COLUMNS OF BOLTS IN EXTENDED SHEAR TAB CONNECTION (3' SPACING) RE• SCHEDULE FOR NUMBER /a'=1 '-O' � � OF ROWS OF BOLTS. �► Z 5 � 1 D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 � � � - � y .fl 0 ? � tn � - - � 4^ � � + - - � I � � � ' � � � � � - � _ _ � � � � € . .... . . . .. _ . ... . MAT HLINE S2J6A — ' � ' ��" � � ' � - - — T � ��� � '� '::� �� .�� _ '�� .� a� � . , . � �� � � • , • MATCNL I NE 52.17A �� � � �� � . ■� . � � . �� . � �� . �� . � �� � . �� . . �■ � . � . � � . � . � � � � . � �� � . . . �� . . . �� . . � � � °� � : �� . �� . : �.� . . � . . � . . MAT HLINE S2J8A � � �„ 3 ` ~� " ` MATCNL I NE 52J 8A , �_ ; s �, � � ; , ,Q , ,; ; ' I ' � 2 ` k � t� � � i i i i � � � '� � x= ti '. � � i � � � � �a � # , ` : ¢ � ' ;➢ , �� `, ;, ; r � � � �� � � ��� • - � Archit ts � �' RE� S1 .07 FOR { • � EDGE OF SLAB � c•�� ; � PO NRSINATE � � � „'>' � > Yv � � � � � t I 1 I I � P�' �� ; � � � � �� — � � � � � � � — � � � � — � •.t ! 1 'a � � � �. '' . � � � � � � — � ,; � ...;-� , � ' 2301 BLAKE ST , STE. #100 DENVER, COLORADO 80205 303 861 .8555 F.303 861 3027 � � / 4 �' � `� i / � 0225 MAIN STREET UNIT C101 i i i i � i � � � � i : / i i � � EDWARDS , COLORADO 81632 � - - - _ _ _ � 970 926 8960 F 970 926 8961 , — — — — — — _ _ _ — ' — / � — — — — - - — N � / � � / � � � � � � � � � � � � � i ' � � � � � � � 'v � �n N i 1 1 I 1 1 i t 1 I 1 � 1 1 1 I . , � - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - w Structural � ' ' � � i i i � i � , , , , � Consultants � � Incorporated � 'T 3400 DenBver�ColoradoP80209 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � (303) 399- 5154, FAX (303) 333- 9501 _ _ Email InfoC�sci- denver com , ` r - � - - - - - - - - x SCI Job Number: 04- 187 � � � � ` � ° � � ' � ' + � i ISSUE/REVISION DATE NO. CD PERMIT SET 010CT07 � STRUCTURAL CDS 01NOV07 � � � i , TOV RESPONSE 12DEC07 Qj � ' ' ' , � ' f ' ` � � � � � ' CCD #10 24JAN08 2 . � `n Q � � TOV RESPONSE 11FEB08 Q CCD #24 23APR08 Q � � � CONSTRUCTION DOCUMENTS 08AUG08 i i i i � � t i i i i � i i i i i TOV UPDATE SET 10SEP08 , - - - - - - - - - - - - - - - - _ _ _ � _ _ _ _ _ - - - - - Y � � � � � � � � � � � � � � , � , , � � � � ; � Q,PQ�.REG�ST�c � � ��.���Q,rp,DY gq���F`� . : �� 9 : • . • . • 1 I � � � � � � I i f 1 1 I I I I 1 �`* �9�' � C�� .• , � '• . . . . . • �\ ; � SSIONAL �� a `l - ( o - a8 —�— _ _ - - - _ - _ ._. _ -_ _ � - - - - - - - - - - o Z oc . c� i i � � -� � � � � � i i t � � � i � o � w v � aQo `�' 'o ^ � (V (V � � 11J ll1 Z � Z � � � � i i � i i i i � � i ' = � S H H Q Q � � � � , , v � f i E 1 1 � � � � � � J W � 27'-5Ys` 8'-10%s 18'-3Ya 24'- 4Ya 23'-1 �' 18'-11Ys 5'-5Ys 13'-7�/a 13'-6Ya 5'-6�/8 21 '-10' 19'-1 ' 19'-1 �/a 23'-10' 16'-8Ya GRID TO GRID > � � 418'-2' OVERALL � � � 7 Q � � 12 13 14 15 16 17 18 19 20 21 22 2;i 24 25 p� � � � � � � � � p � . 0 Q � � Q � � � LEVEL 2 ENLARGED PLAN AREA 5 �8-=,�-o- 5 _I W O w NOTES "' ` J � � o o = 1 . RE• 52.18 FOR PLAN NOTES. � 2. �--� INDICATE DRAG FORCES TO BE APPLIED TO DRAG BEAM CONNEGTIONS AND PRECAST EMBEDS. � r /� U � �r r 3. FOR STEEL CONNECTION TO PRECAST RE� PLAN SECTIONS ON 52.18. 2 � � � 4. FOR STEEL TO STEEL CONNECTIONS USE GONNECTION SCNEDULE S-2 ON S1 .00A U N O. � � 5. DS-'X' INDICATES DRAG STRUT CONNECTION. RE� SCNEDULE S1 .00A. � � /� � �r r . 6 R-'X' INDICATES UNIQUE GONNEGTION DESIGN RE� LOCATION SPECIFIC PLAN SECTIONS AND TABLE � � PROVIDED ON THIS SNEET. R-1 ; PROVIDE CONNEGTION AS DETAILED IN q/S5.00 TYP. AT PREGAST GIRDER. � \ � 7. S-'X' INDICATES GONNECTION PER SGNEDULES SNOWN ON S1 .00A. � / � ' 8. � INDICATES TOP OF SLAB AT NIGNER ELEVATIONS. 9 �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SHEET S1 .00 FOR STEEL J DEGK SGNEDULE, AND ATTAGNMENT OF DECK TO STEEL FRAMING O 10 �f"` �< INDIGATES TNICKENDED SLAB RE� DEGK SGNEDULE St.00. � ? _ - -' -� � r � , ;- - - ; � . � P , � � r- -- r , e � n -� , �� � � ., c � � � � 4 a � R e � af � A � .,, «�v_�_ ... . - � ._ . _...� �x ., _._.- ......_i, C Q � � � � � r � .� LEVEL 2 � ENLARGED SLAB PLAN ' N � � AREA #5 M N � �� � � � � 4 ' 0 d� { W PLOTTED MAR ' � Q CHK'D BY JRB 0 a COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS O ~ 2 3 4 SHEETNUMBER � > a O � Z ' � � O ■ � _ � 5 ; � D . P .A. PROJECT # 06232 .00 SCI PROJECT # 04- 187 a 0 � U � - � 1 1 1 1 1 1 1 ( 1 ( � - - - - - - - - - - - - - - - - - - - � - - - - ' � - - - T ■ � � . . �■ . . � . � . . � . . . . � . . � . . � � � � . . � . � . . � � . . . � � . MAT H=1 =E 5� � � � � � . � ° � �,6 �'y � 'PP � . �' 3 ' P � � � � � . � � � . . �AT� 1 == 52.� MAT HL I NE 52.18B � .� � P . .�' ti P o- MATCNL I NE S2.18B . �.� �. ,,• ` AD p ' . � �`� • � • .b �'�1`� „ . � i i i � � � � i i i . ,'I' '� . 2,,�. 3 � � i i �; . P ,� � �l � Z,b p, -o- � �� Archit ts . .�• � � �� ' , - � � PP :; � .� - , , . i i � i � i i i � � i � ,,, } i i . . - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - U � f � �s � ' 2301 BLAKE ST , STE #100 � �, DENVER, COLORADO 80205 � , / �? 303 861 8555 F.303 861 3027 / O / 0225 MAIN STREET UNIT C101 � � � E � � � � � � � � � t � EDWARDS, COLORADO 81632 i � 970 926 8960 F 970 926 8961 - - - - - - - - - - - - - - - - - - - - � - - - - - — - - �/ � � � � � / � i i i � i i � i i i i � i � � , v � ' in N I i i I i I f E 1 f 1 t 1 1 I . � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w Structural Consultants ' ' ' ' ' ' ' ' ' ' ' ` ' ' ' � Incorporated , . � � •� 3400 E. Bayaud Avenue #300 ' Denver, Colorado 80209 �JVJ� Jyy- � 1 �4, rA1C �JVJ� JJJ- `J�UI Emad Info�sci— denver com � — — — — — — — ' — — ' ' — ' — ' ' — ' ' ' — ' — �( SCI Job Number: 04- 187 � E � i i i � i , i � , , , , i ISSUE/REVISION DATE NO. � CCD #22 20MAR08 CCD #24 23APR08 Qj � CONSTRUCTION DOCUMENTS 08AUG08 .� , � ` � E � E � F � � � � � � � � TOV UPDATE SET 10SEP08 in N � 1 E 1 I i I i t 1 1 1 I 1 I 1 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Y � � � � � � � � � � � � � � � � � � ��'��ovGlSTF9F O ;� F� Eq �. G> � . � • � � °� O' o �9 : . . � . � • • � • • �v � �� � � � � � � � � � � � � � � � � A90 • . . . . . . .•��� , � SSIONP�-`` o �( � �o -og �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z _ o oc � . J i i i i i i E i i i i t i � i � Q � o � LD � L� � O d' c0 � � N (V � � lll lil Z � Z i � i i i r t i i � i i i i i S � 1 H � Q Q � � V E I 1 ! I f ! 1 I f 1 I I I f � � W � 27'-5Ya 8'-10�/a 18'-3Ya 24'- 4Ya 23'-11Yz' 18'-11Ya 5'-5Ya 13'-7�/a 13'-6Ya 5'-6�/s 21 '-10' 19'-1 ' 19'-1 �/a 23'-10' 16'-8Ys GRID TO GRID > ~ � 418'-2' � OVERALL � � Q � Z n I2 i3 i4 45 i6 n �8 I9 20 2� 22 23 24 25 pp � � � 0 � � � O 0 �. OQ � r � � � � • - ,J w LEVEL 2 ENLAI�GED � —' a- 0 0 � PENETRATION PLAN AREA 5 ,��=� �-o- ~ v � % � � NOTES� Q � 1 . RE� S2.18 FOR ADDITIONAL PLAN NOTES. W J (/� 2. RE• S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. � � . � � � r � � J O v J ; ' - � � � ; r -- -j �„-� « � �i i � r � _ C [ � ,S � � � � ? _ _ , _ � � N � � Q l� Q � � � � � LEVEL 2 ENLARGED � � -� PENETRATION PLAN m � � m AREA #5 � N Nt ti � � � o, PLOTTED MAR 0 � v"'i CHK'D BY JRB w � ¢ COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS G a � p 2 3 4 SHEETNUMBER f- J Q � Ll.. � Z ' F � 5 ■ � D . P .A. PROJECT # 06232 . 00 � � - � SCI PROJECT # 04- 187 y � 0 � � � LL - i � � 2 s 4 S 6 f 8 9 O � 1Z D 14 4 � A b �➢ � !I ?2 Z3 94 76 � Z► b � � �VERP'u' 416-7 OVGR/LLy. GRID TO GRID 6-Y' IC-3' T'1Ufi 184 tt'7'1(i 6'-0' S3 1C-�' 2I -4� i9'-U� ZT3�i p'"1pT{� ip''yfi 2< '� YYi9s 1C-1U6 S-6Yi 17'7f(i IY�C 3-6'.i a'-17 14-1' 19'"I'Q �-� 16'-yY 14-0�5 IS'3Yi T-1' GRD TO GRID 6 p ���QQQ ` ¢. COLAld�6 ' Q"S 8'�S�'i �(i T'IOi 1�3�(i 5-11' D'-1C 4 -��'i 6di -0 3'-19i' 6-9�'l 6'9� -9' Y '9 ' 12'11�•5 6'1' 0'-4�'i 'I� 10"4�F '39i� lb�i' 7-w 4'-4�7 IC-1�"s 4''T 13'$I(i 6'J3fi MC 2-T O'-0N�' 4-6' 29'-II�F 9'-6 6'C�� 7' ''1 4 '41'i 14-B�Yi 4'T IC-1� 4'"4Yi' M-6Yi " 6'"4' �f 'S-2�.5 6''l�' 4'"YJli 1'-9' 3'7'Si � '8"3fi ' 6'"lt�' 8'''1k' '11� 6-10' BYI�' 1'i ' - B-6�'i i09ji 6'- ' 6'4' 2 6"Wti"t � COLLwN6 � S � d1� EDGE Cr P/C WALL PAPElS 6-2' � �� � � r'6� � 1 '1Jj � � � � � /13'-0' i i 6 • • �t Q � o I 6'-0' I I 1 1 f'T I � "9�j� 11 1' � I FROM BLOCK _ 1 TAYi � � I � �4 � 6' QC� I I I I I I I i I � Q I m I � EDGG Cl P/C WALL P?J�ELS S V f 1 i 19 1 1 1 f f ��� 1 i Q IN 6LRICI NT 4�i � ) I I I I Q r.ow. ex,rrc r � � � ' I � I I � I � I , � � Q � k� � � i � i 7 i � � � � T � � RR T � � � '�•622fA FOR I � � 1 � T.QNL � i i AT � ' 1 � T67TP � TANL I � ��'f !AW SIDE i � i 1 i � i i ' � � � i i � � i IMt � � I 10xy62 � Wl6�1 ���� � i � Q i Q I � I � I . IZ?� ' 11�3 1� � �I-1�'' � i i i i i � , � i i I ' 4 • � ' y� ~!XTlhD 3-0' Y d� V O STEP f� �{ � _ .. � � 126'�' I TANL I I T'n6�_ I ( � Q I LQML I'RAMNG ABOVG ' I I 61 I � 123-1' ( TANL I I I 61M I � I I I I y I � OE Or I I � i I I 7 F' I OPEMNG� � & 5 � � A . _ '_-------�------_-_-'- r� I -- - � _- -_ T- --- �-_ _- ► -_ -� - - - ' - - T.aw. I � ' I I ' � I I I I � � ' � � i ' � � , , �. � �� T.� � � � � � , � � . � . ,�._,. � , , , � , � , , � , o � � , � , � ; ; � , ; ; , ; � , , � b. , � � x� ' . � A rC h i t ts � � i 114-1Q � � i ( I 1 1 • r � I I � � 1 1 i 11 I I � I I ' �''r � :o I " I �17/66.03 � , I • I -6 T � � n � � i 20 � � 4 • � OZ3•-r � , i I i 4 �+ I � 1 1 I I I I I I �-a+ I I 61 � �'-+J' 'v ;� � � I � � I � , . n a i I 1 i - � .+ N � I � I g � ' 1 1 I ( I Im � I I � I I I I I � e q I I I I I � 8. � ,ys •a M c 4 I I 7G @ - 1 I � Qj � I Ix � x � I I � I I Q I i � I �II' -Ui -7�Yi � � I - � • � � ] I I I I I I I � I i � na 1 I I I i e� l I I I I I 4.3t � V684x4 �lY � i �'�� 7"S�T _ � I �� � � � I n I � � ' � �� � � � � � � � �I � I ' A9CVE 6 I I '� 4Y� � � � � 74I' i � � �o c i TA.NL � � � � � � � � i � i I 1 �5 I - - - 1 I I 1 I I � I I 6TEP v � � x13S xl� � � � 19. I � �� , I I II � i � I I I I � � W�oxt� � 1 �+ . I I I � I I Q � � I I � I � I I ' Fnce sue � L y�a� 4x �x ' ' - -- - 'I�-�' - - ' '_ � - - -_' '_ - 1za'-�_'_ ' _---- � � � � � � � i I 7 � i� I + I ta �'-�! � I I I L � I I , . r.ow. T6 I :n � I � 2a-fl � -1'� wrte o�i I � Q � I I I i � � � b14-10� � gx 6 ' TnNL I �� � ' �Vt 4 � I � � � I � 19 1145' 7 'p RPJ �7/56A3 � � S � 1 I I I • Izs� �a o I � n ,� n � � � 4 s� Tm . . - - � - - _ _ _ _ - _ _ _ _ ' I I 1 I -1 i19'-1 I • S 61M. 1 I 1Y14• � 1 x� h �y96 4xyy I I � I I � � � �OE6 W'�' � --___-_._ _ i i � �O'� Z ' _ -_ ' � � _ _ _ ' 4� V�RT� _ ' _ - _ _ _-_- ' 023i'1 17 �i H � � I • - --- --------- -- I -- - I ' - -- � �- --i r-- -- �- --- ' - I - u Q - - - x �- t r.o.NL I � � • ' , I wz4xes F x ' �r � I � 1 % � , nx,-11 , -t ' , o. b � a AT ( YdI I Ix yy,gyzl36 T S i � i i i � � � ■ CWCR6TE i � i' • i P06T W40x49 4x ' dZS-ly i I L _� � ; ILl NL4LJ.. � � � i e ' 7 -17 a i � i � i • 1 -6• I 1S' -�9i � 4 �4 l'VL3 I I 2 I'-il � 10' � t � y1 ^r �, b P S-N� 6-9' 6-3' -3' 6'-9' 7Yi 6'O�' S � -1dYi ''S� i 6 -S1" -OT� 4-19i 6 i 9'-f 4' 6'i' 63 63� 4 4'-7 4 -231i S I' 6-'79� S • 71l3G - T"3� 6'� I'-C S-R1S 8'-0' I'-0' 4'-0' 6'-3�'� �"'Y�' - �-S�i Sd1£ 6'-O�F '-T 3'-119L Y j �� 6-6f'i 6-6� 4 � ^l�� 3-4' ' '�i 4'-7� �6'�j ' � 1'-6' -1 '-7 7 ' 6-8 6-B 6-11 . •o� ---- ------- S. 2301 BLAKE ST. STE #100 � �li N'i � � 7" , +T 1 -`J� 4 - ' • r ?'3�y � T_Y ,u � �`I.' � � I � ,Q � I I I ( � I I � � � I � � -3 S Rb ,- r � c T-3 w�ox� r � T � I �'= m r 4� r r I �� m E z 2-s�': ^ 's DENVER COLORADO 80205 i � i i � i i � G a � a! 17 at a � i � ,� Z- i ti + � � B S � S S � � � ff S � g � � �{ � � � a . tr oo- � � ax R �i� Naa. � � v r c � ts c M m � �, nxs•-i� � « � v R � � � ' � Y= S �C � c r T � � 4x6 r A� �i4i �C xC3 G � �� N2I.p6 �c� � � �x O Iz �r� NQ4 *' � i � � � i x , � x , x ,- ■ , .L_ x -fx ■ , ■ , _ • � ■ x .� 1_ � x • � � _ ° ■ P � _,...� _ � � R T : x � ,�- . � � ; , ;- �� -�y ,. - x a� u�-�y , _ : , x , x � �_ x, � � T _c � c � r . , " � � « � _ ff � � � 303 861 8555 F.303 861 3027 _'___'___ '_._ '___' _ _ ' � i _- � � � � � _ � � � �v -� _-� � � -� � � � x O � � � xV _ O _ n � H _ _ __ � _ '_' o z (t2'1'1') x� � � _ �y 125- 7 A � � 173-I � ! ' • � - � L1 � x T 1 1 I 1 f �% 1 % � t Y� - c ( � � X� � j( ' G it 1 � � f� b X V � p I 3 ; ; ; � ; � 3 � 3 W�% % 1 G Y X % 1 � _ _. � ; 3 � 3 G ^ C 1 p 3� 3 �" 3 3 � � �OR %.. X % � � � M% � 0 1 Q � I � ______ __ ____ _ c _____ ____ ___ _________ _ __ _ _ _ _ _ _ __ _ __ fi _ �, _ x �, _ �, �, M _ M _ �, _ �, � o ,, _ �, �' . � . • 0225 MAIN STREET UNIT C101 i � T_ l -_ __ ' ' ' - __ _._._ __._ q� i � � ' � i � � _ C � �m .,-� .�o „ � ( � � � �Q � � � � T � � i � � � 4 ' > +'; ¢ � � � ° � `� 3 � _ � _ � �� � 0 � � �a `� ` �� � 3 � � � � � � m � � a 4 EDWARDS COLORADO 81632 1-10 PROJIDE 200 PL.f � x � G x � x � x � 4' WIOCxP-6• _ f Q �N�'�w� �� � ' � ' � ' , ' � � � � � * � n 61 � � ; , o� r u�, � , N � , r-t � oG o � , � � � '� �� - 970.926 8960 F.970 926 8961 � s i ♦ � �n � 61Mt � v a v � � � i p WALL BY PRGGAST I I I I I ( I � � I I � ' I I 3 x gx gx _ x � �AM F�.ANGE6 � 3 3 �a h � � � SLPR.IER i � � I � � i � � i � I I @ �n g I 6 � i AAITAYAD�.IAC�FNM.�D I I I _ F _ _I 1_ I 'r I (l fl i . � LQQD APRJED AT � �' • � � � � � � +►� � � � � � � ; s s 3 ' � ' � S Ix6 ' ' '-'i �O TOP Cr WALI. I I I I RL� G I I ADD CNAL I I � I - _ '__ ' __ _ _-'-______ ' __ ' � � � � i i I ■ i f� OR U6� CORBEL W40x�9 N I � � M T�RE.A I _ Ix� I W � I Q ' �1�M POC1�T6 � I � I tl1 ��9 � 112SL17 I I n �9 I �V � � tl i � � xA31 W�px 31 z _�_ � 66 Y C O N J E C T I O N P E R M S''1 7 N Q 4 r 8 8 W 2/x � � � � � � � _'__ -'__-_-__'__-'-__'_ � __' ' ' __ _' �_ '_.� �- ' '- -_ ' _ ' ' _ _ _- _ _ ' _ _- - � ___ ' _� M TYP _ �M _ _-_-_ _ �' ) � �' � I 1W63.d Ai , n isn ' nM i (l27'i'1 i i -' S 1 � 1I ' _ ___ t __ _ ` _ _______ - '_ ~ p i � i � i i i � � '�_- - i � � � 13'-N� -� '4" � 5 'Q '� i 3'- ' 4' IZ -0' OPfICN __ 1 _ ' _ - _ Nf24a _ ' '_ � 4 _ , I COMTRACTORS � � O . � "' - - � � p D - - - - - - - - - - - - - ux�: - - - - -- - - - - - - - -- - - - - - - - - ---- --- - --- - � 61AA � � � � � � � � 4 I � i � I �� .� � � ' � � • � � a i LA�.DG�E S ' � o � ' 1 � ' � ' � ' � i Q � � � I I I ( 4 T W G A N D I � � x 6x Y� � � I I 6 1 0 E 5 �3 3 I S I A t r � I T-1�' � '� � � I � Q' � ti R 1O � � w4 nT � I � � � ■ � b � T s-a- � a e � s'_q• -n?fi �" � � I I 6 g � a $ I i ' e � oe Re, o�acK I i ' wia.x I • onn tl i6 Qi a ` -- o ■ n � 4 � i - s I i � c�m � � = a • _ _ ' ' I � � � i � b14-1C) I I I T.QW. � 5 " . x TA.NL t I ♦ ( � Q _ -- „ . 16 � � � �� � e � IOx� W.�Ox i I � �� @6 T � � V � ' -�-� - _ 1 ______ _ _________ __ ___ _ _ _ _ _ _ ' ____ _ __ _ H666x � � __ ________ ___ _ _ ____ _ ' ' ' ,o " . � � � � � _ _ _____ _ _ ___________ _ �- � � T 40z4 . M �_ x i i � � ' I - • " • _ _ _ _ '�� __�_ � ^ � � � � _____ � __-____ _ _ ___ -_ _ _ Y�lB66Pi . � 6t��P�R�ECOST • ♦ � 3' Y�' ' �' -0 � 4 1 56 --- - ---- x6� �M -- � - - � � �o - ' ' i ♦ DRGD 3'-0' � ^ � � pvc 1 �i �i _ ��__ _ �_ __ � _ _ _ E �p o � � � ' � 6� N� m m O m O pI ' I'C ? -0' 9' ' �' � . 1?b�_ � 7-2 a. � 19 � 1 I � E4CH 61DE CP � I Y�1�11.� 4 y � , I I I I I I + ' T� � �� 19�, W , x7 � i � o � ______________________ _ __ _ � _ _ �� ___ -_ __ _ _ � �� �- _ __ � _ _ t _ 3' Wl4x',SS� -rS '3 NQ4x',SSS - � NQ4zO6� � � x 5 _ � x _ z Yd4 �i _ . 1 66.14 � � W24x O � � � i _ � i F684x4 I4 _ _ - - ' _ ' _ � _ _______ ' i I8 Po57 i I Cq� ' i ■ 4 4 10 � Cuie �W T I I � x� • � � � VATI I L�G6 �Ai 6�6' � -5Ti T33fi T-S� � �53li 6'-6' 9''4�i A IE Q � • � � � '79� E /' g RFi fl/6bA3 }P L �o �o i I il Typ i � 4:6y i� � 4■ �xaJ� � � i � � BOES Y ' R � � � � $ g � � , � WI8 , 8 % I ' p � ' � � �0.NL h ,p ' 149CT� (T4i0') x H � i Q � _ � � _ � _ • � _ • . �_ • x _x x x � x � ta � ; 6x195 _ • 130'-6' x NQ4x6y Ixy� y�4z� x!6 x�S Q , � , _ I , i � _ �-� - � - �' - - 1, 9'- x , W14x - : � NS _c i ' ��. - � - 1 FI �: I � • = p . � � '___'___' ______________ �-_ 1 S-9�fi S4 _ E-S� ' �_ _6'-Y' A'-7Yl 6 ' � �ql� -Il' 8'-4� � 6- ' T-0' 6-6' T-+6' T2' T-4' 6''7Ji� 74 X���ff -i�4 61l _ � I� _ _ ___ ___ -_ ' _ - x ' x133 I I � 6• 1 -0' I I , I I � � � w _'�'�__'_'�'�'_'�'�'�'� �' __ ' � ' _' _ '_' ' ' ' ' _�'� _'_ ' ' � _ -03� �' _ � �5� N12 NQ4z a66 ( E ELE ONG 6 � I xtlS �� , x � t � 4 � i i x F � � � � � � � t � U�Y- O'I � x fRAMNG PC6T 4x� � � NATE H � i � y � 9 - W _ _ � � _ Q _ � 4 � I - Y � _ � � ITICN M�/ . • _� xMfl4x94 �_ A � _ � " T ' ' _ I _ � �' _ � T_ _- -_- _ _--_-_-�-_-_ 61 ' � � I i � � i • �'a �i � � IR 6lPRJ • T(i -I Id' � �! , 9� • C � f � ' Y 4 � 125-1 � I $ II � � b I � I A �R ,�S � n' b, 4 �t5 x = � � � " ; . � � � o � ^ : % , � ! � � � � � , � : �� �� �� �� ��` � X ! � ! � � �'3 � i �� � ,�4 _ L . � � � � � � Structural x � ii x � x � x x � ■ � .� � z - x x- � x � z z � SIµ x ' $ x x � z . WI2x43 Yd4xS3 � m O 1 O O O O O x� � i O� xx O S • � R � � � � x'� i � • x x • -� 3 _ 3 - -� 3 1 �-3 -- 3 W36 135 - _ _ 3 � 6 _ _ _ ; _ '1 3 O � 3 YY36 -� . � � � • ' _ ___ _ _ _ ' -_ __ � _ ' W� � I 6t » � ' ' � � G Nl14x I � � � ' iya (12S-T1 � U?3''ly RU 2N56.0 I,OR MSC. � T- � � � � � - � o � -� - - -_ - _ - _ � - �, � � � �� � _ � .. Consultan �i'� a� �i � � � � � � ; O�V-1C') � z1 4x65 4� • � � � x13S � 7 � x136 � F � I II I I I I I 07 acl 0 S RG 5221A I'OR I I � c D ' x � !� f� I : q G x i a x • � .�y r� x • � x ' • � x s � x � RFa ARCFL EXTENfS . S O o W�Ox� I 6i9i� T'109fi 10''4� G C � z �i 0 x v o `� og � �i o oy � ( ar E�zwix wai � � �\ - --- i - -- � � '_ � i--- -- � - --- f119'4C1 T _ ( ING ADOVE '_' '_' 4x6S x�36 � : � � _' ' '_� _ _ ' '_'__ . '___'_'_'__ '_'_'- _-'_ ' � _ ; n n i zp6 NQ �57 NR 56 � � s '� I � � 0 i ; 3 z 3 �i 3 i 1'RMAING �ULP 011f . I n c o r o r a t e d _ + ' '_ ' ' I ' __ ' 1 � _ ' __ '-_ _ _' _ ' - _ ' - ' _ __ � _ -_�_ _ _ _-_-_ _-____ '__-_-_ _-_-_-_ _-_ � - x _- � -_ �_ � � - x - - I - _'A' - 6-B• - 6 4-2�'� �0'�f 4' 4"4�i S' J 6-3' 4 �t�iL 5-Ps 6'-f 6•_1• 6'-4' f-O' _-'__-'-_-'__ l J " m � � w� � � ' �"` ^ e � �,, � i t � � ' � � ,� a � � i � �, � „ � � � � " " , v , g s"` " � . 3400 E. Bayaud Avenue #300 tl 1 i 1 I � t Q a 1 -10�" � X � � � � " ' ` „ ' � , ' i ��' �'� 0 � � " - � - - - F � - �T - - - - - - - - - X � ~ _ I � ,...�N I � m � ° - - I 3 -) ? �� } I P�� � � � (303) 399- 51�54�FAX ��303�333�9501 K T Q - - - - , � � _ ' _ ° _ _ _ _ _ _ �s _ ■ _ _ ��x - - - - - � - � - � � _ � _ � °e"` � � ; "a,A" � , � - -- - - ---- -- Emad InfoC�isci-denver com ---------- ------- - ---- -�- - - -- --- - �. ! ---- - - - ---- - --------- - ---- -- -- -- --- - --- - --- - - - - --- - - - - ------=---- K SCI Job Number: 04- 187 i i � � 119-10r1 � � � , X� �_ _ . x� ___ --_ - - - ' x xll3 � R � 6T01� IEF i� � TYP x x � x z � � x x � � � � � i �t t o � 1!3 � � '� � i i Q � (123-17 i 6 -fl 7A.NL � � p x,x� � 6 4 6 I � , , % ' - "a� ` � ISSUE/REVISION DATE NO. � � � � � .-� �• • r� ivi � � f �R SfA1R �Ar�ric � � � I II I AIR I I � 6 X� �o i RR1.EP W18� i � I I 1! � a � 66.14 � i '�'� � v _ �_ , Ex � I 66.14 i Y �n � MD PR.4AAING B � � � 1� L' � � _' _ '_' ___'___ '___ '_ '_'_ , W111341Or) 5R -_ -_ W40z Z ' ' ' ,: ' � ' ` - _ '-_ ' __- ' . ' _ ' _-_-_ _ _ __ '____- ___ _ ' yAg 81A1 I ' STAIR 6�LIER 3 13 L _ � _ � 9'' - � - ' W40x�61 zIlS x13S Wl6xl .. � � _ W9Exl Wl6x1 - D6x1 W40z�62 _ � � wao■�s wao■�z 4 �G - 6-9' 6 E -3' 6-3 ' � - x 1 • • _ • . � - � ;� • ------- --------------- , , . b � ¢ , - - ,� "--i------� -- --- ' : _ x , - - R -- - � - - - - - ------- ------ --- � -- � ' T, - � -- ,-' � ¢ � : : . : B �; ,B� � � r_ "z T-2 ' n � � STRUCTURAL CDS 01NOV07 TA.VL � X ' � o � a � x ' x ' x N PRECA6T PAPFl � 66.14 N N 6 � � � x.-, x p x x NQIx62 x r Q � � x b q � � � • I��� I % � � 8%� I I� N a � o m .� �� � • s � ,q � m m O I I � ' N � � � tn WI8z36a � tr [IO1 _ � � � �� � � � � RP� 4/SQOI � � � � � i x c m � � a � � � P � � [NS] m 3-4' 18'' �z x '�x � � b � + ,o Q y� - - - - - - _ - -- - _ --- - - na�� = ia- � - - s�° - - - - � 4xbz tn� - - - � 4 - _ _ � . . _ ■ . _ . _ d -» wia.�s �ne e.x '� _ - - 3.o sa�a _ ■ _ m m m � '° ° � - - - - -- - - y TOV RESPONSE 12DEC07 � Fl 2 (1286% n 101 (tl9407 tl I07 U26-Tl ' T- ' '� 6-O' 6-3� T�"t 62fi 6'-'I 6'4 6-IQ T 6-IC 6'-U� B'-4D(i 4- 6-� 6-1 -Id,Q � 7-Bli� � � � � � i�' ' ' �� -g Y � (126'T) EDGE f � z ^�, 4 ^'1, 6 O�J�'i 6'-4' 6'-4' 6-4 6-6' -3' '� � �i WI % � Q �o �� A rRAMWG I •il�t Y d m -9 RE� COREWALL � � Yf M116x� W18x95 �p � O NA8x36 f O x k x x b � � � � ����� � � � _ (17b 1') '_'�' '� � � �• rn s• Heicwr � 6 B STAIR � � " � � Hne � �.varar� a • m _ xo $ ; $ , � Q � � � n � � � � ° °- � � � � - ''- ` ` � , _ � -- - ------ „ CCD #10 24JAN08 N - - - - M..Ufili iH 011fG106 - - - -f' '-'f - Y^ % ixf - cY� % _ - - - p - Wlax - - - - � x - - � i _ i _ WlaxlS .. _ '� .�� ��' - - - 2 �ACB GXTERIOR x � � XO x x � 1` ^ n d qQ � � Q � rS i q S S 4xA4 I� p (�f T � NQ4x94 � � x m � o d � N uc , - � • xq.� [1p1 [107 N YIQIx [1pI IIOI rS D � v � � �. ----------------------- roix i� �srs ` - __ L a - a - � --� - - - � - o --- --- -- --- - - wisxzs ---�' - - ----- -------- - �x4x�, - - - ' m � � � Q 's- Q % 6 � = � y b TOV RESPONSE 11FE608 Q � PROVI 11.6� 5 4-TI'� ( 6 111f' 4�' 6'-4�4 % x $� __ un�T„�„s� b �� 026-19 ^ STOFE RELIRJ� ,0 11QIar76 I ■ 61M m p � � � ^ 'p � � �' b ---'-' _'_' _'- ---_ -_'_-- !�lCFS'AT- '- - - --- -- ' - - x!S 1S - -- - -� - - - ------ -___'-------- ANGLE a _ ��31 �x62 . W24x64 i x - �� _ __ _ _ [10] [f0] � 7-4 � g'�i 4-7 6-1 6'�4 ' . �x4z � x [1y] [1y] � m Q x x x x � � b . T ------------- ---------- ,-�.•�x "i� - --*-- - -.-- wis.� � wi:.w � R r-aY; srae �ier ' " � � � n � � _ ' � ¢ _ - - - - -� - -- � - � - - � - � - - --,----�--- ------------ - CCD #24 23APR08 P � - - - - .r v�na � .� _ � ♦ ,i _ 4 e■� - , Y ; -'.--' nHC�.e - - - - - � � � n x �o _ _ " ' _ �' _ ' 16 X AT WALL y 4 _, � wnr io _ " - � - - - - - - ` Fl - - ----- ----------------- - ----- -- Q -n - Q� n - � � - - - -- -- --- -- � � y � ' � % � 7� P � � ,mq*,W � Ma i n (i (�aa i'1 xhp �s � b2a17 � � - � _ n -- -- -- I - - - - - - --- - 6 n - - - - ---- ---- ----------- x P �- CCD #29 06JUN08 QG n f0 T-4• x � WI2x S WI2x19 y r�6• W12z6� ei H ' �ex�6 4 mBx� 5� :J �' • � t� � x � x b q � ° � � � r �+ �'+ � �+ n WI2x19 � 1M2x�Sp ''10' i NABx46 BzT 5 n�'� � � � � � ,o o �6 � s F � x x � x � : � . T � • � � � na�-n � � � � n�-�i � � � � � „ „ - -- - -- ---- -------------- � CCD #32 18JUN08 Q ♦ e � � � � S s � � N H M N N H � � �� g1 %d� 6 X H � �x+ � �X+ � X � I � x � � 1 � 4-11' 6 lU4 4�4 6'"QF 3'-8�1'i SL3i1i 3 'J'-� 7-T 6 ♦�3 3� 6-1C � 6-T � 6'-0� � 6'16L � 6-T � 6-q' � +� �' � � 3 3 � x ^ '��` �p H 0 '"1') } 64 s�l 6-2 6'd' 6'd' 6 � 6'-1UC 6-7 6'-7 4ti7T( 7�!" T-? 3NWf' 6-4' m �4 6' T-69� 2-09i 6 2x19 `� zx� 1•-7�.� 4•_9• 4a.T bti�• T•,�I�- � _S� ry?6� �•' � 6 REi ARCH FOR � W �o� �'�•_� n�-n 6-4• 0'90' a-�• a� y� � _ � � 6 �� � , CONSTRUCTION DOCUMENTS OSAUG08 O�VE�A��NG �OR , *' N � x m z �' � k 6LA.B SLPPORT •• • HQ� � m � 13 m � � � TYP AT ENiRANCE � s� - - - ---- -- -- ---------- '- ------------- ------------- � i � � � . � wt� :n� 90] • NR4x62 0] ' wie.4e � � � + nw ia-Q aRCFeo � � Q = ==_=_===__=___=_=_=- == _ ==_- :- - - -- -_ - � .n ns� ' . . ,xq. ,s� -- * - - - - - - - - - - - - - - - - - - - _ --- - --- - o�n�cs - --- --- - -- --------- CCD #42 28AUG08 7 �"�a� �� ' � 4 � � � , � � ' �' n��y r c-ox F RH 6223A _ _ O . , � •� �, x 6 �, �p � � 4 � - 0 �� R y TOV UPDATE SET 10SEP08 4 ' a xT 11d� T,B' , -7% x 6TlPPGD � '? '? 16 a� � i0 � T �� '^ ■ i a �i � m m � OVERPRAMI G rOR ^ s+ N � � � '� t 1 1 � x N N ~ w x � � c� +�(� • c 11 6LM 6lF ORf � 6 5 T z � �- b � � a � �' x7Z 1 1 1 1 1 1 1 1 1 t � x ' z ' � 1 I t �! x � � � � �= ,(�+, ir ~ AT DGCK �o � � o � 6' 6-9' T-3' 6'-109'i 6'9ji 6'-? V�' � ��� WI2xN �+��? � � m '2 � � x � WI6x71 OSl � (1T6-1'1 Q � � � � YVI ■ ' � _ NA8z3S WI8 35 � .. � , _ � � .. � � � _ � � _ .. � � ^ � � p� '�� ~+ � �l1 Y 13 _ _ '_ '___'_ ' __ '_ ' _' _ _ '_' ________'_____ � � ? WI4z19 � 47 ♦ x � � � .. � � Q � �- n . � � � � �, 4 ry�,, +� ., n�•�� I . �� � • - ---- - - -- - � - ------- ---- ----- ° p,p0 REG�s �u �o WI6xy6 i i. -_ -_- __________ - '-__ � (@6'-0') � WI6x • � � � ylj4xM 0 � x � O v � � � � � � � • � s � � � � � Bx WI !� • Vf24x [151 i � ' � , � � 1 � � , � � � , � � , ` � � ' _ , - , � _ 3''1GK T.C' y I��' 1 � = 1 � 1 � '� O�r � � R� y e °�F9 • x s �� Q '9!���� '*+ �� ,_ • 1 'X 'F� O 2zOB ��r�� � � - � � x � _ � � � V� ��lj 'Tjr Q : II :o nna.3s F °r % , �'n Q ■ � � x � Q � ° � � • O c�` • �(ttady ^o n I � '� � � � � � ___'___'_ __'__ _'___'_ ' ' � x � �' WI8 95 � , � 2xa7 � 1T. � F h • G • Q � � 6T IR LMDI z 8-�i7 � � � ' rox � � Y i � . � ' �Q iR' R � � rR�w� e'r 1� +°�,<v � � i � � R � � � F � i � � H � x � � � � � � i � � � �i �p i i`Q• a, f x 6T R ER Y �' �7 �S F � • �t .V I �� F � (126'3'16• p x � !! � RE� ARCFL yy z35 � � YYI2x6B � ■ � y�� � r F � � ��i�I �� � � �� �• �� � :� � .� F x ,� �-� � m u ss/ONA1. E� q (� , a � � Nns:ae I vns w 4 Q t - G 61A4 � 6 'n �qxSBV Q?b-17 d26 I') W12z W18x 1 [I51 O - 'r ' ' - [.!o] � � vda � 1MexA [301 � _ � � _ � ' � ' � ' ' � � - ' ' t � i � � � � ��� � � � '-------- � '---------- � ----'-' � --- � ----'---'----- �'«� � x6xK x -�� �T�� $"� _ � � � � _ � ' ' . iaa-� - - - - - - ��-�- T � � � � � ' � � � � S � � � . � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �j�.� 6'j�j0 WIbx36 i� � � �"f4 � wie■ c wis■ae � s 13 wizxss a -n I MATGFL�E GL24 �� 17 F a ° MATCFLIf� 6224 'v N yYl2rt9 _ �'+ ■ _ x 11 N N112x � ,� x � � � � ^ � � Sr� � 1 1 t X . t Q N� O �A # T O�' 1 � I 1 t 1 I t I I 1 1 1 1 * � 1 1 1 1 1 1 � b t� u O O � 1� N�b I � � � � x NA8 6 � Bx � � W12x3E C RG 8220A �4i O YYI2x14 �56zbx15 , C � ��'tTs � ��'y� TA. � f� n ONERfRAAAI POR ■ i� 1 �G' W1px19 ^ T WI6x36 �o � 's �� � U?b'i7 � v � � YN2xU � tl26'-D') Wl6r� � � � %� i2x,� � � _�- � � � i � i � � � � i � � i � � � � V _ � ' � � � ' � � � ' � � � � � � ' ' ' ' ' ' ' � � � � � �' ' ' ' ' ' ' _ � V _____-__' -__ ' -__ ' __ _ _ VA2z _�o -_ '-_ � 7 � � Q 1'1 ' �' SS' 3i, KIxB I�6 x ' '_ WIBx xm 1D WI z35L� 6T01�! „ ■ � b � o ' , 4 v�nsx � i � rs�i rima z3 � b b � v�n2■�4 � H . � x � ,ax� 1 � d � � • Oui'1 � � � � i i � � � � � i � � �l i � i � � � V � � � � A � � � � �r � � � � � ' �. � � � � � � � � � � � � � � % �6%.� p 4 � lV'e � � � �r � � � � v n�,�.� �`,= STAIR LMDING � _ '__ _ '_ __'_ __'_ __' � � _' _ _ ' __ '___ M WI x 8 , � � 6 S NA2 3ST 6ATAIR�µ6lPPUGR � x �C ZX� K 66 � � � •� � � � O 1 1 I 1 1 1 ! 1 1 1 ! 1 1 t 1 t I e 1 1 1 � 661 x 6x36 WI S � � 61M �zC� ■ +i, � E6 (SiOPE6 D�0 ` fiyz6zyi f. 5 � � � � G N � ,�, r A PO6T5 x � p Y � T 4 9' � � � . - n f� WI2x14 �� NA x µ � 1' ' . t-C • 1 � 01 1 Y I 1 1 1 t t 1 t 1 1 1 1 1 1 t t I t 1 � � 1 t x � � 51M 13' � ' � � -I r f-0' � f y� c 6 ��-� Q . 6 • J �'Yt WI2x19 WI6x36 7- F �F � � '� ■ w ' '___'___' ___ '___ _' Bx35 WI 35 _ � � � --�- � � � � � � _ � � � _ � � � � � � _ � � � _ ' �.�az.ioa , � � � - - - - - - - � � � - � � Ox � � �� � � �� , v 0 _ � � w I r WI8%37 WIBx 8x96 6z4'Z7 f 1 i 1 1 I 1 1 f ! 1 f 1 1 f 1 k 1 1 1 W w tl � � � a I X � � s % , - - - - - - - � �i , r-3?fi , o F_�LEV T x a �9 x x _ ,a WI8 37 6 � ' ' _ ' '�' _ � � ' � ' ' �. ' ' _ � ' ' .. ' ' ' � ' ' ' ' _ � S.� , ' � � f� 10'-T Q � � � � � «r � � � e ; � � � � � � t � � � � � � t t � � � I x ti s � 61A1 s� I F yVlgz37 yVl ' �yy � � � N � � i x I � � � '� � � � •1 <'49 � � � � O O ---1-'�-�'---�-'�'��-' 1 1 ■ 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 � --------- -------------- i � y.s�i s-t9i' �b � e• � e•-r � -t9i' a�-4�i 0 I � � � � � WIBx3S �o � � i� Bx9S ■ � � � I U�a•-e1 axx �yL x�s bzs-e7 � ■ i � � � �• ------------ --- ----- --- -- ' ----' ' ----' - - r 'S --x- 4 'r ■ � � � � � i i i � � i � � i � � � i � � -�- m o � ---* - 6 _�__ � � �/ 1..� Y - - - - - ' . .,, _ _ •- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - yr q xws e■ioa � yV� - - - - - - O � ) � dta Q H tl '-e9 93 (tt6 7 (n6'39 [+ p2a-07 � � � n � � � 6 � 4 4 -'----- ----------'----- -- � --- -' � '-'-� -- � -- � � � (ttb'39� i � � � � � � � � � � � � � � � i � � � ' � � � 1126'-6� i (I�Tb'x i i 02637 tl16376 • . � � - o � � � � � � ' � � �- o o � . . . � � , , � , � , , , , , , , � � . , . , . , , , . . . , , , . , , v : - - - - - - � � _ � � - � - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - � � � � I I j-f- I � I -r- - - - - - - - - � z Q � � d ' ' ' / /� � , , , I I , I � , ,I , I , � , , , � , , , , , , , , , , , . , , , , , , �..I..� s � / / � ■ � � � 3 I I ' I I I I ■ ^ o � i i � i � � i f ` � N � � � � � � � � � I � }� I `� i � 1..` � � � � � � � � � � � � � � � � � ( � � � � � � � � t � � � � � � � � � � � � � � � � � o � r � - i i ii i i i � . � � � � � J i i , i i i i � I � . , . , , . , , , , , , , , , � . , , , , , , , , , , , . , , , , , , 0 � COLLM�Ta 6'-2' '71F , 6'-B' ' 19' I'-1? � S�I , T � -T 1 A-11 40'3 ' �jpz�' Qr. C�0.lIAN5 GRD TO GRID S'7 10''9' T'1U(i 1B-9' 11''7�6' 6-0' S-6' f0'4' 2 -4�Y� 14-Ufi ZT'SYi 8'-103� IB''3�4 4�''4ji 23'-IlN 1B'-ilki 6'-4� 19'-Y3� 13'�16' S-63S 9 '10' 19'i' 19'-13fi 23''10' 16-B�S 14'ds� 18"'1�(i T'4' GRID TO GRID OMERALL 41B�1' Od62ALL 1 4 S 4 0 6 7 e 9 �D � 1� D �4 6 � If � 1i �0 a 4Z 43 �4 46 !6 !� m _ _ _ _ _ __ - _ _.. .-_- � - r -� � � � � ,� -. � � YL � r �� fy [ r r � ` � � I 5 3 R � i � � - � i & o . � � � _ _ ^_ „ _ r._. : � f0 � � Q CO � � � �m O � O � � .� LEVEL 3 PLAN � N N � LEVEL 3 PLAN � � Y6�=� �-�� ti � �r NOTES� 1 . SEE ENLARGED PLAN SNEETS 52.20 THRU S2.24 FOR APPLICABLE PLAN NOTES. o, PLOTTED MAR 0 H � CHK'D BY JRB w � � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � O 2 3 4 SHEETNUMBER. N J � LL � Z ` � � 5 ■ � D . P .A. PROJECT # 06232 .00 � SCI PROJECT # 04- 187 � a o -. " ? � �a � LL � s s 4 � e � a 4 0 ■ a a r� e �s � e � �o a n a� � sa a� s� �e OVfJL4LL 416? GRm TO GRIO 4-7 1C-3' T-0UL iB'4 tt'7� 6-0' S�S 1C-4 9'"4� 19'-UQ 2T3� E'"10'fL 1C''3�(i 24''� 27iUS 18'i9(i S35 1!'7f{� 1Y�' S-6� 2 -10' 14-I' 19'-1�.� 23'-1? 16$�G 19'Ca IS-Y�' T-4• GRID TO GRID 0 � 2 � � 1 1 ! 1 1 1 t t 1 t i 1 1 1 t 1 1 1 1 1 f 1 f 1 1 � � Q �� -I 7-9' 7-Y 7-9�F , Q � � A � - - - - - 0 � � � � •-+K �s r � � � � � � � � � � - - - � � � � �f K d4 if if ifl 34 if 24 i i i i� � � i � � i � � . � r � � � i i � � � � � � � � � � i i � � 34 i � :4 � 3E i i 34 � � � � � � 34 � �"ze� �°�` s°` � � � � n n n n n n n n n n n n n n Y � • � � � I I I I � I p I I � � ^ I I I 1 � �T; � 1 I 1 Q � a � � I I Fi 1 I a � � � Fi � � s�mmeox� � � � � +� r ;� , � � � � � � � � - � � � � � g � � R � «, Q, • � 6 � � � � ��_T � � � � , � � � rc � s i y� ii ` iR a31 �i � � Q � ii � � i 0 �— � ii � � ii � R � � R � � � � � +fi t i ii d iay ii ii ii ii _ ii ii b I R I I � , I ub I I i I I I I I T-4' "e gx ?°`+ � Y - I I I I Nsso.4.x R i i R g I I � I I R g I I R ' � I i ""e"�' """` � � i�_ , v� " r � °- � ,� � � � � �� Posr � i � � � � °6 � i i � ,� i � � �c nse-r) nzs-rl � � Q � b � I 11 f I ' rnB%35 I I ` 11 �� I I � " I I � � � I I � ' � ��+ ' I I 1 I I ■ (IZ9'-9'�1 I flm'-7� I I I I I I I I Nnazx Mne: I " Nn8=a4 1 1 8x�s wi8x W18x I I NnBx . t I � I a I I 6 Te I = ln�.ax7'�1 I I I I wM � Q 1 1`� � 0 I I n�'» � - 1d26 r! tl � �e-x71'� I q d1a-7)' tlTa-i 02a_ ftzs�-rl �� , °•�r I 11 I I � Tm I I I I � I I I 4 ' n �` ' < �-^ s - - - - - - - - ' � y , -4• �+nexx t�-..., � ��- - - - - - �� pss-rl �"' i��' , o p � % ! Q - - - s I � - � (�26-T) �� � � � z � � � � i � 1 WIBx93 i � � � �. Q � � ��"�(1 F- ' Q Idf � q � t � � Fl e - .�' D6"'i �� � +� � ' 125- b ��x � 1a � rt : �8%� � 'r � � 6TAIR � b.� . � nu-» nm-r� n�e-» a�-r� � � � � - � � m � � � � fnq-�o'1 C t �s� c f " +o '� z ane■ Mnn■� Mnsx Nnax a � i I X °� x — _ � � � ;`' Q s DENVER COLORADO 80205 rkea.os x � �. � :R Ess�x4xq � � �-Tl � 2301 BLAKE ST , STE. #100 e �' °�+ -s- -- � ma■ ma■aa x max3a r�aax x ^^ �sr ax � $x35 'm� x � � - ,�q ` ` ' .• � �,,�eX� �+na.� i K azs�n nxa•-» - tns•- me6�.r� o�=r� ; n�s�r� n�•-r� ��-r� ms.ri t�-r� az , � - X o• c E-�' � .:; 303 861 8555 F 303 861 .3027 (124-117 b26-77 � „ ' ' ,., .. < F YYIBL3G4 WI8`33 r ., , � � � � „ � lo � ", .... d46 Tl (lTb T) WI8x9S ' � � � r 0 zi r-, r � L�-?! t � � � � �� ' � � . �� �'.� , _ ._ _ . �. , : r �Y , C _ - - - - - - - - � , °° � � , , , _ , , , , , :. ` , " „ � , ,. ' g;___„_- - - C 0225 MAIN STREET . UNIT C101 , - - � � � s � x x � � -� �' � e 4 � " �,° 0 � i � 0 . . � L x " �.. X o c� �-» ���a•- X x � � � x � � � % . M X . s W X � x � 4 �� , m � ., , � EDWARDS, COLORADO 81632 ` " ' " # � � 970 926 8960 F 970 926 8961 ' ■ � � ° � � a - _ - . , < < , � ; � � � � r � � � � — � • � .�,.� ` � � ' '� � � � � � � r � ` � o , . -� t �$ i � - t ° ' ���i+ � _ t a _ � � � __ . �y � . 4� �i '�i � °• �3' � x . . ^� o '� � � � - � .. ., x ax x + ;, _ � s � a �_ x o � ,o Y � I �i T9'21� � , � � ..: � � ,r<,. z - � � - x +s x �g �4 x Y �$x f � � ":::. � � .. �� - . � '�S � a. � O �D i IN ft i q p � X . xN 3 3 x ' � x :: �� � � � � �� � r m-o � � . � � _ m'�, p ' ' ' ' ' � - ' ' � - - x x - -'�' � — �.�'� ' �� p .. ' r � � � � - _ . � , - i xA x f � . ._ . - i � � - ' ' D 5 .t x � �o ° � _ � �� ! � � - a � � � � � , � � - t � � � 3 �; � � � � , ` R St � x . 4 �. - ' ti _ [ . _ � r ,. . _ °, _ a n � � _ , 7�O've , r - _ . � e . � � ' _ , � ' � ' ' ' 79C 37SIC � 320K 229C T5K � � ■ .-.� ____ ___ _ 5 i ....�.�..��__...�������.��� .�...�— � 5•182R FLf _ ��� �� � _�.�_ F � � ��� ������ � �� �� � � � ' � OOQ' 4 � � ::_ t 90' 4701.� 4 ` 167K � r � � � .. � � � T .� .`.��.�... � ....._..... ...�...... " - -_ _ __ ��� �� � ' _� ��'�' �'� � ... . . , . . . . ° E b �s�c ` 7 ;," � ]■ i � . °s . �.� ---- ° � -=-�- --� -- - �ii �-A-.�---- �--=�------� ..� S - - --- ------- ---- =---�{ ------ 3f � � ,'�A aza-» - - - E � � a a xT � � „ , wpxt � ! � � i � � ., i � f�6 ' � � ' ' I I� i � ' ' � � E•CpqPy� � X �� F' � i300K � � � _ * �y' � ax ��' � � � ibzs'- � " M s-4 -. s-.t � s.� ° ias- - ��} Q ° � � �+ - - - - - ,. . � _ _ _ . _ .— - - - - - - - - - - f _ 1 � _ -� � . � i � � � . , � � z"` � -„ ' �� - - - f , r , E , � � , , ' ' ° , - °� - - . ■ .. S'� b �1 .... � _ _ _ _ . 1 ; �. . . � , , � . . . . �0 WIBz35 ,., ,. , ., �y ' y .., ; „ .. .. ., , , , ,, _ , ., _ � , ., s • _ � , ;�. . s� ,p � ,o „- � . , ,. . �� �� : � � �.. � �� :,�. � .,. -:. � ., ,,�� �°Y � •.�., � . ��^�� , � I I � � � ' � � .,. � _ �. ..... _ _ .. _,.. _ .w...._. .._. .,.... _.^. ......._......_ ..�.�_....�. ..�...�_. - . � . mq•n� _p � y � � � � � � � � � � _ _... ..�.�....... _ ....A_.. � _ .. � ,.. � �'x n .. � � �� r ,, , S , � �C � � � � _ „ „ � ( 1'�' � X' _ �� ,. ' „ X , X _ �.. � . � .,, X ' X � , �. , .,, e� „ �! i . ' ri � � o C ^ ., , ., - - .� . ..,-, ,, . , , -- -, ., „^ ,.�'.. .w -. , ,:- , " _ �.� � �._4. 6-0' 6-1 . �o ,<:i � . � x ::: I :., x . .. � , , ,.. ♦ F x ] , a �. � � � � � t i 6' + .. � r e � � R ^ _ � . ... :` r r � *'::" ., -� ` , t , �'1� t i • io � ., ,�w � � - . ■ � � �: , W � _ _ � _ _ _ � h _ _ _ _ ,. _ . � -1—�-��__ _''_ __ _ _ _ - , - ,.,�'i _ � _ _ _ � W I � � , � ■ 1 , i i 1 t „ ; , , J � {; 'Y : _ , � � ., .,, SS ,, i ,,, !; ' -<: . a 3 . 'O ' . �- Q2 ' .: . . - .r' � - ' . , � � i0 ., „ , � :. .,, . , � �i' I . . �. � ... � ', : s ; �.,, ., , ;.::.. � -' .,, :. ' : � . � t Structural � ,v . _ : � � z - � r� �. I T � r l - T � . . .., : _ � y � _ - -.a . '` . � . �-., �b . . �e,, ' �' � y ...;�, . � .._ , nr�rr R .. , ''. � � , � � � t � x ■ ex x x x x ,. ., T '{ �:. ..d Ti �i r 1 „ L� �' � ��� ��� �'� �'� � .,.. % � - �� _ n I n . , Co su ta ts � , , �a � �,� j � _ _.:r. I6 �PO�IED BY . V C �. . . , _ . � ,� „s . , - ., . . .: > ". ..a � I ° , . ; �' � : .- `. �ssax4xy. PosTS � 07 a- " F � � � - ,�� �. � AT � =;.. � �, w � � � . 1 I n c o r or a , � - �� � � i�� � � � � a� � �� -� p ted , _ , � � � � <.� _ � ° � % �e �e � 11°� ��s � - � � D2 ; x 3400 E. Bayaud Avenue #300 . � � ^��. � x � t t TYP RF� 17/66J0 � � t � � �; � �� 'ti.�`° � � r1i . � � t k x >" �` '� � a .,;� � . . , , d ., � �- . ..` � � ° � :. „ „ , . � ;, � ,_ � Denver, Colorado 80209 , �,, � - - - - - _ - - - - - - - - - - - - - - - - - ° �` , _ - � � � � �- - � — � - _ � , .;. � � .� � x: , - - - � �3�3) – 4, (3 3) – � � 399 515 FAX 0 333 9501 'R E � � � �s-m� s-n16 � ° ` �; �- ' ° � '-n � r � - - - _ _ £ _ � ��c �� �� g _ ' , _ �� � _ _ ' _ _ � . _ _ � � � _� � _ _ _'� � Email InfoC�lsci–denver com - . . 5CI Job Number: 04- 187 1 ��$ 1 ,� t 1 "" � 9 Q 1 i � , 1 t , i � , �� k � J � ,`II. �t { � i � �"`� `��`' ' ' � '� 4 �f 34 � � a ISSUE/REVISION DATE NO. a sa� � � �,� I I �, � '0 � � tsac � � ' °'� / 'r '�, a � � � � { � zr.� � tzac nak � oac q " � . . � . .:; � . � ' ;? � � � " � , ' 9k, � L � - _ - ' ' F i O r ,, ��� ' R ,.� ' � . { � � � , � � � , � :. t � � . � I � � � . _ - . � . � - _ '� � CD PERMIT SET 010CT07 " =) ( 0 ' ' I ' I " � I I � � �' STRUCTURAL CDS 01NOV07 1N - - - - - - � ' . < � tss-e �� , " s'7Y� � - - - - � � � ' � .w.i.w��r�v ... ' � - - - 1i1 � � I s „ � _. .. � � � � � . � I D3 � io o � � � � � � � � � n � , , , � , ; � � 1 « , , �� , I � � � , , „ TOV RESPONSE 12DEC07 Qj N - - - - - �- � - � � - - - � - - ��, " �-�ozs - - - - - - _ - - - - � - - - - - - � - - - N CCD #10 24JAN08 2 � L� � F3 . ..: . . , , � , N D7 � � b � `�-uc D`� '� , " b TOV RESPONSE 11FE608 Q 1 1 ■ i 1 1 1 h i 1 1 i r a• ■ ,� . r , . P - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - ^ - P � Z � � - � CCD #24 23APR08 Q � s�.oe �oa > ;r ■ € ° ■ 3 co�oRO�r�in� �' � � � ._ � �Y�"'� " . � ` � + ' � . I � � � � � � � • ' P°'^'� � a � � � CONSTRUCTION DOCUMENTS 08AUG08 � _ , RE� 51AB FOR RF� SLOB FOR z . �. � ° ., , ' pCO.00�SINATGAe �MSNATL�� , € S - � - '•3• i TOV UPDATE SET 10SEP08 , " .. . ; I � n _ . � 1 - ' : t - 1 I , 1 I i i ! 1 1 1 t 4 , � — t ., - . A 1 1 1 Q � � � � ' � � .� .` .. „� � � � � � � � � � � � ` � � � � � � � � � � � � � � , ., � � � � � � � O � tss-ta, r! ., . iaa.� � ; � izs-a � N � { '�...., � � � . . { � � .. �3 I . . �� i � � � i t � i t t � t t ° i � i � 4 - - - - ' �- t � J ' _ ' ' I - ' ' _ _ _ _ _ ' ' - - - - - ' - I - ? ' - � - - - - _ ' ' R � " �P p REGIST qF � , , r ... ■ � ; ¢ � ( - ¢ 0 ,. . . . . . , F �° � 3 , � � � � � � � � � � t � � � e � � � � � `° � ;� �OY Qq '. � . S - - - - - - - - - - - - - - - - - - - - - - - - - - --�-- - � - - - - - - - - - - - - s O . �q 9 . �. . � ,�� � 4 ^ ■ C, • �v ; 116-10' � � RE� 61. FOR � ' � �76' + � 0 O 9 � s - � l�GG 61�'6 � • -� • . I �COOR� 7E � � i�t! • 4/ t '' 1 1 t i 1 ! 1 t 1 ! 1 1 t 1 1 t 1 1 i 1 1 1 1 1 • ^ • • �� 1_ 3 f , o� � I d�i � ti � • N � °� � � � � � - '9 ... . . .•'t�,� ; �„� - ��� I ' � � ~ . - FSSIONP�- oq _ f o �o �S ,�q�� `0 1 �.:. � 1 , ,�'�� � � i � " 1 1 1 � f 1 f 1 1 1 1 1 t 1 1 j 1 1 1 1 1 1 . :�. . , <:..: T - - - MATCELIt� S'121A� � . �� . . . . � . .� . � � � . ,. . � . . . . . � . . � ' . � . � � . . � . � . � . . � . . . . ��::E� . . . � . . � . � . � � . . . � . . . � � . � . ' � � � � � � � � . � � � � � . . . . � . . � ' � . . . . � . � . � � . T� � �� - - T MATCFL.If� 622QA „ ; ,,' ^ � „ :' � 4 '3 � I MATGH.Mt SZ2�A I ��,.�. TCFLME S'LZ4A . �� � � � � , , ,.: � � t �J26'-6' t � ; E � i � � � r � i � � i � �� � � � i � 5S � tr 5�� V' � /�� . �,�r ;. � � � � LOCRDINAT�GAD � RF� 61AB o- ' , a "� � � EDGH OR • . ,� p�/ � � COCYAINA 3 t � ': � � t � � " � ,. t F � � i � i � � � i � � � � ; � � � t t � V _ _ ' _ � � :. ' =� � ` � � ' ' ` ' � � � � � � ' � � ' _ _ _ _ .. � � ' _ ' � � � ' � � � ' � � u s � � , , ,, .,ID / i �� � � � �,� � s L` � � i � b s , > J � �`� � b � �i '., 1 f l� - � � � 1 ! 1 t 1 1 1 1 � 1 1 1 � j � 1 � 1 1 1 1 1 1 1 1/ - - - - - � � � � � _ ' ' _ .. _�' - _ ' ' _ ' ' ' - ' - ^ ' - - - - - 3 - ^ - - - ' ' ' - - - _ ' . V �. � € � �� �' � � � � ■ , . 1 1 j �� 1 , ,.:!�.. � 1 � 1 � F 1 1 1 1 1 1 � 1 1 1 1 1 I 1 1 1 1 � '.: E . ` r.rH �� � �55 � � j .:.. �y� j `11}.� r� �� • � � � � � /�� � ( P ,Y=.n.� � N � € , , � � E � . � ���" „� '; � ���� k� � , _ . , � , � E , , , , , , , , . , � , , , , , , , � � ��. , , : > � , ; ,� — � ; J _ - F € W _ _ ' - - - � �3'aA'a 4a � , � �i ., ' _ ` ' ' t ' ' � ' ' , ' ' , _ - ' - - - � ' - � � - ' ' ' , - ' - - , - � - , - - ` - - ,- - f - - , - - ' ' ' _ ' W � w � ,� > � � � �' / ,�/� � x ' � ' ' ' � .. _ . ' ' ' ' '�' ' ' ' � ' ' ' ' � ' ' _ ' ' ' � ' ' � ' ' ' ' ' _ _ ' ' ' ' ' ' ' x � I � W ' v+ 7 ^ ` 1 I � ° 1 � �� i � -�� 1 1 � 1 1 1 1 1 f 1 f 1 1 t 1 1 1 f 1 1 1 (" ■ Q ` ; � I � � � e �� � � �� -� £� � � o 0 � t i ',.. � �:., . '�v, . ,' .:: � i � � i � � � i � � i � � E � i � � � � � � � - = I � � oo � _ � oQ � , . # , a � , . . , , , . � . , , , . . . . , . . , Q � tr - - - - - - - ,, - - - - - --�--- - - - - - - - - - - - - - - - - - --;-- - - - - - - - - - - - - - tr Q I..L � � � � J W � w . , � n ,za-io- � q � . � i � i � � � � i � � � � � � e � � � � � i � t � i � � � � . : s_,� , ��� b. � � . o 0 0 � . �� . . . , . , , , � , . . . . , . . . . . � . , , , . . . � � i � � ���► � � � � � - za - - - - - - (E _ - - - - - - - - - - - - - - z " � � � , {[ � < � J � k CjA) O 1 1 1 1 1 1 1 l 1 f 1 1 1 1 E 1 t 1 � � 1 1 t ! f 1 1 O � — Y / � � Q Q � Q - � � � � � � � - . . . . , , , , . � , , , . , , , , . � , , , , , , , . � Q � : � J � � I � Q , , . . , , , , , . , , . . , , , � . , , , � , , � . , � , � � GRID TO GRID S'7 10''3' 7'IV4 i8i' R-7j4 6-0' 63' 1d'4' �1 -43"i 14-U6 ZT�6 8'-1035 18'-'�i" 2� -4Ya 23'iU�'s 184t�j' 8'.5�4 13'-Y34 13'-6�5 5�8;(i ZI '10' 14i' R'��k 23''10' M-6�fi 14{YF i5''�16' T-4' GRID TO GRID � OVERALL 41B-2' OVERALL ' ` _ _ _ `_ -� 7 � z s 4 e e � a v o � a o K e � a e g �o a � �a x se � ss :e , � - - - � � � � � � � r� - � �, ., � ,d � t �_ i �' ' � . , .� � s � , I, �' C - � e� c. a..�_,�...�. �. < < � . .� � � N E � a � � � F M � 8 O � O� � 3 LEVEL 3 SLAB PLAN .� ¢ � N N � �, LEVEL 3 S � AB PLAN yb-=� �-o- � � � � NOTES� �� 1 . SEE ENLARGED SLAB PLAN SNEETS 52.20A THRU S224A FOR APPLICABLE PLAN NOTES PLOTTED MAR 0 w �„ CHK'D BY JRB w QCOPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � > 2 3 4 SHEETNUMBER O � � ¢ > � O o � 5 ■ � D . P .A. PROJECT # 06232 . 00 � � _ SCI PROJECT # 04- 187 y � 0 � � � LL 1 2 � 4 5 6 7 8 9 �0 1 R t! �4 6 �6 � b � !D � 2Z �.'! 94 76 � 21 � py�q�y 416-2 ��-�- GRID TO GRID S-2' 10'-9' T-iV(i 18-4 tt-7'1P 6-0r 'S-0' 10-�' �I'-4r 14i1� ZT3�i O''1CSL 19'TD(i 24 -4Y� 2YiUa 16'i9(i 6'-O� 17'%SL 19'-QX 6��C 21 -t0' 14i' 14-I?� 23-W 1b'-65 19'-C�"i IS'fi�' T-1' GRm TO GRID 0 0 � � � i � i � i � � � � � � � � � i � � � i � � � � � i � � � � 5 � � � . A - - - - - - - - A � � � 'f � i ° i � � � � i � � � � � ii � � � I I I � I � � � I � II � 11 I I � � II � � � I I I I � � ' � � . . � �� � � } } � I II 1 � I il II II 11 II II T T T T T T T T T T T I II 1 I II II II i � � � II II tr L � I II I � I II II II II II II Y I 11 I � I II II II II II II 7 b I II I 1 II II II II � II II - b I II I I II II II II 11 tl 1 I I I � � - - --- ' I I I 1 �67 I I I I 1 1 � � � � i � � � � � � E � � I II II I II II II II � � � p � I II II I II � I II II � � II II "— - "—' - —' � � I I I I 1 I 1 I I I t� I I 1 1 � � � I I I b � _ ' - _ _ - - _ _ ' I I I _ 1 1 ' - I _ -�_' I I ' ' �n ' I I ' I�_ - � � _ _ _ I 1 ' � ' _ - ' ' ' ' 0 . . - Fl � p � � � °P � I 7 � I � h � • I � � � E � 7n 6 � �° � -_' ! '; � � -- - - i - - - � — -- I -- i - — - - - - - -- -- - - - - --- - - - -- -- -- - p - - - --- --- � — -� - - -- � — � — - - — -� � � 2301 BLAKE ST , STE. #100 � --- ---- --- - - --- -- --- — - i 4, - - - - — -- � -- � - — - -- - - --- -- � - - - -- - - - -- -- -- - - - - - -- --- --I- - - -- - - - - - - - — - — - - - - - - � tl DENVER, COLORADO 80205 � i _ 303 861 8555 F 303 861 3027 i , ' � � � � � , � � � � � � , � � � � , � � , ^ C - - - - - na, nv�- _--- i�, - _ ,z» � -- — ��: �a, u�: � _ _ ` �+ ' - - - - - - - - - - - - - - - = - - _ - C 0225 MAIN STREET UNIT C101 i i — — — — — � — � � c�� � czm �� ai a� e � e� ie� in m ri is� s� n ia�� ne� �S �F � E � q EDWARDS , COLORADO 81632 � � — � j i ' - — - - - - - - �' - --- -- P - - - -- - - - - - - - -f -- - - -- � . - f - --- -- - - - - - - --- �` - -- 970 926 8960 F 970 926 8961 i , � � I I � 1 1 I f / � 1 { 1 1 1 !� 1 1 , 1 1 tl , , ' I _ _ _ _ _ __ , —_ _ ip N m � I � � 4� 1 n — 3 j h � F - - _ � � I � � - ' ' � - � - � ' M - �' ' ' - � ' - ' - ' ' � ' - � ' ' ' ' ' p � � � 4 � �� 4 � P � � � � ����� � E h E � � AE N � AP � G � hI � � � � _ _ _ _ ' _' ' ' _ ' ' ' _ ' ' ' ' — _ — _ '_ ' _ —_ ' ' ' _ ' — -- --- - --- --- --- _ � � � , � --- — — - i; ti b � 6-q• q-q 3'-1� id� I � _ _ _ _ _' __ _ ' : • _ I I 0 5 _ ,. .. _ _ , b , . ,. , -- � � h ,o� b a I I Ip� I,,� I� I� I � _ __ _�� � _______ ___ _______ __ __ ______ _ _ _ ___ � __ _ _ ____ ___ ______ _ : - - - - — -- ----- --- --- ---------- --- � ----- --------_---- --- --- ----- - - - - - - E --- - --- �'_==----- --- • - ---- --- --------- --=--- - - -- - - --- - = = - =- --- -- -- '- -- = - -- -- -- - - -- -=--- --- =--- -- - - - � ��I AU � � I �I I I�.L� � � ■ a ' t � AL� -� AL AL� AL ^" � � 'al' � N f ` ♦ � I� ' � I 7 � � � b �„i � o � ' ' � � � � `�� - - — ' ' ' - � - - ' � ' � I � � 'P y'� CD � CD CD� � CD� � CA CD � CD M �^ . tn i�i � ~ • AP !1r � � � -- Q � i i � — ' -- 049 p� -~ ~ � e _ � � � '� r ��� � -� -� - � � �P i 67 - � 61 � _ a9 6'1 -- � b -n� , � ' - - - — -- - - — - --- --' T- Q- - � -- - - Q - - - ' ' ' _ � _ ' ' _ --_ - -- ' - _ - - - - _ ' ' ' ' - ' ' _ _ _ 0 y� � rox ' i� 9' in � n I �� °' � _ _ i i � i - � �- T ° � �3' �r-6 �z-6 � io � ° � � ' Y C ��7 A '� �z� Y 8-6' I 6' T �+ 6' �-6 iVe 6 �-6' -0r 3'-0' '2�P � I ;,l � O Y - - � � ^ ___ _ ___ ___ G V I V (2b'! ,�jT U417') (�.�I (�'347 , _ F � � ' F � a !� 19'1 s- 51� _ '�- � y� � � � � 6 � G G G IY�.98') � A 171� IL � � � , t � � ',,i _ _ _ _ _ _ _ _ AS 6') ' _ ' ' _ '—_ '___ __' _ ' _ � AL AL AL AL ,4L nL nL AL e. —_ _ ' ' _— _ _ ___ '_ _ ' ' _ ' ' - _ j�! n � � � _ 9 ' ' ' • ALL Af MD AE � w� � G G G 1z�.3b") A 171� qE �x,` � _��-_ _"' " '-'_ � � AG AE � _ � 3' — — ~ PEPE'IRATOliS ARE A i . ♦ Y . Q - _ _ 7n Af _ � ����T� � , � � ( � � - ��� �� �.� ; - --- --- --- - - � - � I i I 1 I � � --- - - - -- ��r --- � � - -- - --� -- - �-,�, - °� � � � S t r u c t u r a I � p e� GRID LrES �� � Q � � � d � � y � � .eai �� nw ne n� u� F � � / \� h AG 17!'i e �� y, = r. O ' rEl�lTRATIQ�S !d� AT AL I � �'� b V o n s u I t a n t s i � g,bp`J Y � 7 r'IiQA T.QS. TO Qc � � • � p7Yi'1 4Cr 3'-0' 7-8' v � '_ '_' — '— — ' � � V ^ V V V I f�'.9 �' � 4_4 � �� un 1�5 �-4 N ' _ �_ _ I6 I 1!S S in � - � �s a7 ---- -- -- - � � --- - -- - - - - . . Incorporated ,u tl ne � "P �.-e• �r ' '� ,� ° - - , _' " , _'_ " '_' _ " _ _' _" _ ' '_ '_ _� _� � � b �TRAT ARC AT 1 _—_ _�_ ' _ __ '__ _ _ ' ' . ' _ ' � � ' __' __ � _ _ � � p - - - -- - — ayau Avenue � � � ,� � a' � I � --- "� --- - - - � � �� � � � Q � � � 4 - - - - � - - - -- - - - � 4 Denver, Colorado 80209 J '� - - - - - ' � AT _ _ - _ _ '_ � '_ ' _ , _ — � � � � � G MD M � � r_' _ ' _ �_ ' 3 � Q' ' _ ' ' ' c ' ' - � _ _ _ _ _ _ _ _� � (303� 3flQ— Ema I InfoC��sO3>den er com K T _ _ - - - � ' --= -- '� t - - - - - - - �� - � � - - - - - - -�_ - - - � ' i --T p - - - - - C SCI Job Number. 04- 187 � � � � T � � H a,f N � H � w � ae � a � � � T � r T ' T r " T ar H r z� r � ��ps� �� ° � ' -e � r' 'z-s ' -� � -a ' r a -� -- — -0_- 6 -- —�� �� I ' - - -- -- -- � --- -- --- --- - - - --- -- - ---- --- ---- I --- - — - - -- ,s3 u�� a� c,r - �» -- A.;— a ISSUE/REVISION DATE NO. r -p^ E- 4 �' 3-0' 4'- 4 S4' 4 -7 I' 2-6' 'J 4 -Y I'-8 4 9' S' 4 4 4'-6' 44 4- 4 4 -4 8-4' I 6' 4 -4 4' 6' 6-1 T-O' S 6 1 -3' S 8-S 4- 6' S ' r � � AU AT AU (2'J� ,A6 'AS AS � 7 � � � � � � � 031) � 039 � � �AK� �AKiAK iAK i AF i , i AF � Ar iAK Ar p� � �AK i AF �Ar iAK iq� �Af iq� �AP iAR L � � � � � � � � � � � � , � � � � � ,,F a ,w ,� ,,F ,,r .. ,,� ,,,K ,,K a , 3 , Y � CCD #24 23APR08 � � 8 � T T T 6 6 6 2] 4 t � � ,�� � � � T W W W i W � W W � W W W W W W W � .X 4 - - - - - - -8 ---- i ,eii --, -- p � s - � � � ae - � � - - - - - - - - - � � 4 �,� n.� a, -- ----- - -- ----r � � � - - --- - -- - - - S � CCD #32 18JUN08 � � M� •�� Y U ' � _� T_4`S T "_ T __ —' � AP d3'1 ■ AP ' A _ � Q A --A --- -- AO - � - o—' - � '4P AP AP AP W W W W Y _ - R m W p W W W W W W W � _ _ � M Q M - - - , - - � � o - ao o n o � � � � � -6• � , " -a5 � - T _' -- '— - -- '' -6 -6 � -- -- - � --- -- � i � ,' '__ _ _ ' _ _— 3d _' _—_ __' _ ' '— I'-!' 6- 4' 6 SY'i � -r -- ,r_T - 1 --- w - -_ .. ^i 6 W W fi !m W W W �^ '9 O o A o O A� p I W� W�' W b � � �Y � � � � � 'd1r � � �' w � � �s ;p a s --- --" - -- X � � ' x -- --- - " - -- - W ' "' � W -- w `W 'v � CCD #38 25,1UN08 Q � 6 N 1 1 � 6 6 6 p W 6 W N ■ N p � � � A O � __ _ '_ ' _ ' _ W__ ' w ' - e.. � N N � _ � � � � � � _ _ __ __ _ __ 6 � T- 6_ 6 - ' S__ 6__ 6 N AP AP AP AP '6 � � _ � _ � AP PP AP 7 OIh � __ W _' W W__' _ ti W- � W W W p W W W - _ � � '" - T 5 6 p S 5 6 �, �� "P �a''P� � a, s s s w p W p w --- - " - -- --- �' 6 �' CONSTRUCTION DOCUMENTS 08AUG08 n � W W � _ � 4 s ♦ , n4 � � � �r � � � -- - - -- - - --- -- - -- N w w '� w w w - h x b _ _ W � � __ _— __ —_ W 5 T '.Y-O' s —_ '— _ AP' _ AP AP AP AP � � . � 4''6K 4-Or �' 3'-6' 6 , ' '1�S 6 ' 4 -0' 4 -O' 4-9' I' M _— __' _ ' —' _— ' � � � D '�� q�_� � Et)Jj• / AP AP AP AP AP AP � W H W � 6 b „ ' �� 7- � ' 3'-6' 6 s-e• ' x � � ,�, � � • � � � � � � � � � � � � � ' � � ' s.�� � I � / � � � � � w _ p w ' W--- `"- p - W- W-- W 0 r � � � - TOV UPDATE SET 10SEP08 p _ � _ - _ _ Y ff-�i' 7-�' _ I4 6 9 4 -376' Y-6' 6 6'71(i 4-0r iS"d _ � _ _ � _ _ - _ � - � � � � � � � � _ .. � .� 6 2i'T y, = C,B• , � 6'- I'-0' �'.d' 6 6'-i ' 'J-6' X , .d' 6-�' 6-0' 8'-6 6 B � Y-6' � � P - A N _ � _ '__ '—_ ' ' _ T M I _� � . x � - L ' --- --' - - _n � �� a'' x 'X 'X 'T 'T 'T � , � i � , � � � � T ¢ � � � � � � e � � � � � r e• � 4 �. � � � . r � � w T �- � � p - r - --- -- - - - T � I I Y T W p W - - --- --- 6 h � � _ � i ' '—' 'y-6Yi - - - 5 3C' 4 3'-0' S T 6 3-I�'� 6"v T-d B-9' S''s ' ; E -0' T-4 '-Y C I'� 1 -0' 6 �6' � T _ W N W 6 � � p Y- S<l � � � ' ' ' � � � V i iT W • W � T T 'T 'AO � 'AP 'AP �AP I A P I I A P I A P I API I I � i � � i i t � �pp �qp � �qp �pp �pp �AR i p � V XM X _ � ' -_' — '� t 1 � ♦ � 3'O ��+j-4�i1 ^ a ' - W � • '_' _' Q � � ' � � ' � � ' ' ' � ' ' � � _ � � _ _ � ' ' _ ' � _ ' x � W � S � � _ _ _ Q r w w e w w T �. a w w w � w w wT - � � � � - �, � w X W__ W _ r � v � ` P y � , I I ' I I I I I v , I I I ' , i i � � T n I � � � � � � e i � � � � _ i+ y � � � �! — �T iW iW i5 iW iW iT �5 �W �W �W � IW I IW �W ¢ � � . - 6 W X ,•�• a',- T� iT4�• 1� i � Q _ _ � � _ r — I b 3 ' -6 -6 i'' � � ,o � � _ ��—� � � ' � � _ � ^ _ ' � � _ � � � , .. ' � X - ' -_' _ � � � _ _ ' § � � �T IW IW IS IW IW IT 'P � n• � ( I � I I p � qp AP APU4') � I 1 � 1 � 1 � 1 � � t � , � � � � � eW a , T ' 1 t � 1 � � o�,��,OoreS�F9 ri i i � � T . nP ,�, '°P -"�' p D . . . . G/ s - - - - - n _ , W W ,W � - - - -�-- - - - - - - - - - - - - - - - ---�-- - - , ' � }� - - - - - - - - s �,:��,e q9 . F 9'-4 �J J �J �.� �1.r�1 T 5 � � D'"4' ■ � J � O '�C�i • N � i i i T . 6� � 8'� � � _ _ _ � 7 � 4'- m � • • � � T iW iW i6 iW iW iT IW I IW IW I � y� � 7� � • • � � � � I � 1 1 1 1 1 � � T 1 d 1 1 1 1 1 1 1 1 I 1 1 1 I i Q _ i W � _ ' _ 1 1 1 1 � � : • Q � � � , IIIIII � , , , , _ ■ � 6 a � � �' •. i �, . f, ■ � _ � ' O,�` .•G� _ T �W iW �6 W �W �T 8 `f W W W ' I ; • ' ' _ ' � • • • • • � • � T o f, ti 3'-9' 6' 4'-6' -6' �d' � I ' I I 5 Y 4'-0' T-1C 4'C �ONAI. E O �r��� � T - - - - � - ' � _ s � x x qp � _ r _ _ � - , - � - � - - � � - - - � - - � � - - � - � - k -�- � - - � � - �- - � - - � - - � � ' ' T � � � —�— AA +�TCH..If�!52278 T o TC4LMC 6'L238 AA��� • — - • • - - — - - - — -T • - � T - — • - • - — - • - • — • r — - - - • — • — • • — - - - - ��. . . . — . . — . — . . — . . - — . . . - — . - . — . . . . . . — - . — . . - . . . — - • — • — • - — • • - - — - — • � �� - A�A w w w w �w � �w -- • � I 6 � i i � T Y � � �' � � � i I � -�9�i Y� I'-8 T -b -6 -6 3-6 4 -II' i ,P 1 t � 1 � 1 � t � t � � � � � � T � 1 t � I � ` o- „ I � , , , -- N I tr W W iW W W �W ' W W T 9' I I ' ' � � T __ ° . � � � �W �W �W �IW Ipq � W W � W �MI W i � r � � � � � � i t � � t � � � � t � � � V � � ' � � ` � ' ' � ' ' � � � � � � ' ' � ' ' � � � � � � � ' ' � ' ' ' � � ' � � fp d'-6'i O �7�8 �d �8 � -fl' I � i i e�. W W W W qq W —' L` ♦ % � b � 'w 'w 'w 'w � � � T b 1 �i 1 1 I II I V � t � - � ! i t 1 1 1 � 1 F 1 1 l � t 1 1 � 1 1 1 1 V _ _ ' _ ' _ W W �W �W Ipp � _ ' � ' _ _�' � _ � ' ' _ ' ' ' ' � � ' _ � � �.�.r � � � ' ' ' _ ' � � � ' _ _ I ` V W W iW iW ��� ' ' � i � i � i � � � I i I il I ti � � � � � i � e � i i i � t i � � � � � � � W W �W iw qp G i � � Y 'M S-6 3'-0' 7-0'iS' i�-O' 6'-9' , � � n V � iW �W W W pq ' , � I � � � t � t i � i � i � t i i i � � , , , , , � — . , , , J i i gtq � W IW W W W � �W � , � w - - - - - - � '� - - - - --�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w W .. � � � t (W W �IW �W W do �W h W W W � � � � i � � � t � � i � � � � t � � � t � � tr 3- , /� -a -b z �o� a-s• :n nok� u , I ' ' � �t - - - - - - w 'w �w �w �w ,;, 9 I Iw �w - - - - --�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " W � � x � � � � � I i �I i i r � QOYs9� i � i i � � ; � i � � � t � E � � � � � � E � � � z W W iW iW W I IW IW I � M � I � � � 4'-9' C E'C 7 � w � ' no�,y (xnotb� � rv+' non�x xao1�� � � O O � � � � � ■ � � � � � � � � � � � � � � � i � � � � � w w w w 1w I � O Q . 'W 'W 'W ,_ ' ' 'W �- . � � Q � i � � � � � i � � � � - - ` - , - - , - - ' - - - , - - , ' - - ' - ' - , - - , - - ' - - , _ _ '_ _ � _ � � � � � � ` Y - - - - - - b � _ nx �x � � _ - - - --i— - - - - � - Y Q � � � T 'W �T � � W . � O � F � �• , , , , , , , I , , , , , , , , , , , , , , , , , , , , � J � � � Q O O � � ' � F-' , , , , , , , , , , I , , , , , , , , , , , , , , � , , , � (� U � ' z � " � Z - - - - - - - - - - - - - - --�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J � e W � � � , , , , , , , � , � , , � , , , , . � — C/� � � , , , . , , , , , , ; � � r Q — . � I � d. � � . , . , , , , , , . � , � , , , R , � , , , , , , , , , . , . � Q . � � � � � � O , , . . , , . , , . � , , . , . , , . � , . E , , . , . � _ _ , . _ � _�_� y P GRID TO GRID S'7 IC'3' 7-1UL 184 II'-7�5' 6C S3' 1C'4' a "4� 14'UG TT�(i 6'10�f 18''3�4 2I -4Y'i 28-IiNt 18i1�j' S�4 /3-7T5 17-4� B�� 21 '10' 1Y-I' 19''I�k 23'"10' 16'-B�i 1Y-dF i"J'-'�' T"4' GRID TO GRID _ _ � � OVERALL = 41B-2 � z s 4 e e � a v o � a o r� a �s Q e A �o a s: aa a� =e �s r �e � �, � � {'_ "` 'l F .' n 1 ` ' �� " C _ � _ , s . � � � , 1 A ' ` � �� I t � s � '�V_ � � � 01 � m PENETRATION PLAN � N N N � �� LEVEL 3 PENETRATIQN P � AN �6-=� �-o- � � NOTES� 0 1 . RE• 5109 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. PLOTTED MAR g, 2. 'A' INDIGATES PENETRATION TYPE, RE• S109 FOR SCI-IEDULE. 0 ,i CHK'D BY JRB � w Q COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS G d � � HEET UMBER. O J Q � � o . 1 5 ■ � � D . P .A. PROJECT # 06232 .00 °° � SCI PROJECT # 04- 187 � N � O � t.7 i � 2 3 4 5 6 � 8 9 O f IZ O �4 d 16 4 b q !D �I =2 43 94 48 !6 4s 96 oveRnu. 41611 OVERAtl. GRID TO GRID 6-T IC-9' T'tUb 18-9' 1f'7�(i 6'-0' S�3' 10-�' 2I "4� 19'-U4 2T3K 0''103f' 10''YK' 24''� 27i9S tE'-111� 63�1 17-7!{� IY-NC 6-6�( ZI -10' 14i' 19'"I� 23'-1C M-6Yi 19'-tlj IS'Y�' T-1' GR� TO GRID 0 7J � � � � 1 1 1 1 I t 1 1 1 1 1 1 1 t 1 1 1 1 1 � � 1 1 1 1 � � � — — — — — _ _ � � � _ ,, , � � � � , � t � � „ � � � � , � � � � . � Arch � t ts � 1 II � 1 I t � II � 11 II � � II � � II II � � � � � • I 11 I ( II 11 II II II II 1 11 I I 4 II il II II II II � � � � I II I I [ II 11 II II II II p � � � � � '__ � � � � � � � � � � � � � v� � - I 11 I i � II II II 11 II II ,^ o I 11 I 1I I I I I 11 I I I I ° °"` I I I I 1 I I I 1 1 I t I I �" +� � ''� +� �'� � � � � � i � � � � � � � I II II I 11 II II II � �� � � � I II II 1 II II i � 11 ti II � - �P � �m� I I I I I I I I I I 1 1 1 I � � � �, i I �� �"� � I -- ` . ` S _ _ _ _ � _ _ _ _ _ I I I I I _ I _�_� I I � _ 1 I _ I�, � • i 1 I _ . � ; , _ - ' � • F �= � 'r„ ° ) � I � � 1 �� t � i � � � � � ` � r � � � � � . ' � i � � . � �- � i � i � ��' � _ �' '' . ; ��5 ' �;'�, s� 2301 BLAKE ST , STE #100 � i ■ E � � � ' � � � � � � � ` ,�.; ,u, °', ,�., � ,u, � DENVER, COLORADO 80205 � p � � � � � ,� f . _ a � � � ` r � — - '� i� _ °nM AAt AM � AA1 ?M�„ � � � � � � j � � - " � �' �� y�. — - — ' . M r„ " ' AM .rAM - — 303.861 .8555 F 303 861 .3027 C — — — — — — _ _ _ � — _ _ — — - � � -- - - #5 � � a1� � `w • 'u�t `v� �p�� ` � �� ; t�►,� C 0225 MAIN STREET UNIT C101 i ( o --- — — — -- EDWARDS, COLORADO 81632 ' ' ' --- — — — � — _ — ' —r — — � — '�" _,.�... `'�'' w '~' � � — -- 970 926 8960 F 970 926 8961 � � � iai sr.� �v.i p - — � ' � I ' ` � �` ' � } " T t � � � � R ,� oy --- � � F.p' - - - - � � + , ' � � , :t J it IW i ' ,�.. � ' r+ ' ' - ` �. 'O � - « ; __ .. .. .» � .� .,... _ ... - - — - ' � 1 � � ,. ,. � ., d! , rw r ii � ; Sc � . j "" ° b ro � '° r4 - D — ' — ' ' , � _ _ ..—' — ' ' — — - - — — , — — - , � — — — , _ " � � , t � a � — — — D , � � , . ..--- - - � - - o � . � .. ,._ .- - —+' � _ _ i �n p , * - - — - - a ti ; �—' � ' . i � . --- - - - ^� - - - - -- _ t -- � , . z.�"°H '; a e - - - - - (�� ---- --- ' . _ S _ _ _ , -- -- - ---� --- _ _ --- - - - ---- -- - - ,. � , _ - __ .. ___ _____.. ___ - . b i � -- � --= - -- --'—:�"------- -- �-------------- ---------- ------=- ----- ------- --- ' s --= ---- -=- ;1- --=-;--- � �.. - - - E i � �\7(/�� � ( � r � ' '�, ' � � ( �/ \� � � � � - 1� . r � ' � , � `H , � ... .. � � I � . � � � r � ' � „ ., i� f ' Q � _ ' - ' _ ' � - - ' . . _ -� � � %, � - - - � � t, . ° � <,,., ' - ' - R � r.� ;,. ,,.° � � , - � ! . � _ - � � i � , � - . , � i t t i �' � � a � � � - � � 0 I ■ ,� � , -`E � � � . . o . " . � . , .....___. .. _ _. .�....._... ...____.._,. _ w...__.__ _...� ..._.�.,. ' , ,,,. ' � ' . "„ . �.. ;, _� � 1 � 1 1 � � I � I � # � � I � � I � I � , I I 1, . � . s ---, � _ � � ____ _.___ _______ � . . � � � ._. _ � _ . � � � � :� � . �� o _ _ _ _ _ � _ _ _ _ _ _ _ _ r � _ _ _ . _ _ _ _ _ e _ r _ _ e� _ � , � - - � �. _ _ _ _ _ . � � r.� —.—. � .» � _ �:: . ti . � _ � � . _ � . . . . � � , t o � .. � . , . . � . r � � . . _ � . .. . ,� � _ �� � , � �� . � _ , � . , � � � � . ; — � I i � « _ �`" r � � E a � � I � — r - �' w - - - - - - - - - - - - - - - - , � _ . �, _ _ _ ,.:• . � �, � ��� - ' ' - ' ' ' ' y .,r �� � r , v fi ,: .: ,. „ . - , w , � , ,.� - l' a �.. . . � a s. � fw . ' , � ' -�%e ; , � , -. � .. , � « .,. . , r rl , . : ! ,.� S I I T I i I t uctu a , ° � � � �'— <� �s�;, � — — — — : 4 k I . �?. F :3 .. . 1 1 'g , < .:ir� .. _ .. . � Z = e �� � _ . . . , , , , r _ . a � Y �t p 4 ' n , I n , Co , N_ - � su ta ts - , � I s � X � y � � � J �WY� 1 In co r r , � � t � . . P o ated � a � '�;' � �x :°�, E � � � ��• '> E � s. � # � � � � � � , 3400 E. Ba aud Avenue 300 ' �r " ; �k X Y , , , ,.�: b - Denver C I ra � o o do 8b209 I , '; s.. , J03 399— � IO4 FAA 303 333- 9�01 + � � - -- - - - - - - - ` s - - - - - - - - - � - - - - - J r -r � , ., r;'..;' . y,' � � � � , ■ �. . , H T Email InfoC�sci—denver o K - - - - - - - - - - - - - - - - - - - - c m t —�= . , " K SCI Job Number. 04- 187 , � � :; >,, 1 . t t d ` :`s:�. i 1 1 { y i 1 t s < 4 iW. �, :; r`-� � ; � , , ,. - ' . ., : .. .i r�, � � . r � � � a I SR , � ,. t ��, 1 I , .;t � a I E SSU /REVISI N — . ( O DATE N O i — .. . , t: .. : `- : , „ ;; - . ,,,, { , , , _: :;,. ° . : {:, _,. _. , .._, . ;r`S J'_: L _ _ _ _ _ � _ _ _ _ _ _ .R,., F _ �� a�r .. - 1. ,,;�., r ,z<.� , , ,,.�.e ., ..,sr - . � � y<., �., .��9s , ..;iw-xeF CCD #24 23APR08 � ,. _ _ _ _ j , . 1 1 ' X . . 1 z � t' a � rY 1 J $ ) A �� vg' � >.. �F � � f �c3 S „ 7 . r 4 n .. , :' I �, f d ■ >, , ` ,� E � I I I T ` I I I I 3 „ M — — — — — _ _ _ . _ _ _ _ _ _ _ .�,..,, _ _ _ _ _ _ _ _ � CONSTRUCTION DOCUMENTS 08AUG08 � " � ;, n � ;r, , _ (fn F • � J I '1 . . .y�`�s 5,'.�.�� l S -° . Y4mrvu 14 _ . .. .. . . . `.X' y $ P ,.+ .. , . , r � 4 i l Y;`, i � � � � � a � � a a �� ' �, . �' - 't _ �o r. � � ' � ��"` �_ .. ' . ., .,.;.. .F:,. .. .> , � .�; 1 1 _ i - 1 :,. , , ' , , ,,;. _ ,:�3 l��� f E`'�` �O � ■ , � ►--� � " , TOV UPDATE SET i _ , / F � 10SEP08 - — — — — — I N I - - - - - - - - - '� - - - - - - - - - � - - - - - - - - - N bL— �� � � � .. - � � � � 'r . ` Y, ., � - � b + � „ a � . � � � � � t � � � .:. - - . � � P - - - - - - - _ - - - - - - - - - - - - - - - - - , - - � - - - - - - - - - - P , . � � : s . �. - � , � , , , , . , . , � � . ; , � . , � � , � � m E b : � I � �, � - . - � l � � � i � � i � � i i � � t � � e _ "- i _ .°� � � � Q � ' ' ' ' ' '- - ' ' - ' ' � - - � - ' ' ' ' ' ' - - � � - - ' ' ' ' ' � � - Q . _ ..' . � w , :. ._ .,,, �:r!; � �, ,': � �' '" ' : /-_ . '�' � .. . . � � ` i ` _ � i�+ � a t a ` t , � � � � � � � i i � � � � ��� � � , t � � i � 4 - _ ' - - . y� ` - _ ' _��_' - - ^ ' ' - _ _ ' ' ' ' ' ' ' ' I - � - ' ' _ _ ' _ ' _ Q c �. '�'% � s " . ' � � <. ¢ , ¢ o�P�� REG/S�F9 , � � � � � � � � � � � � , � � s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , . . . . . . � � _�_ �� r � � � � i � O�' •• Rpye •• �•� ' � _�_ s V�c��'e`� 9,p�r� ; � , � �� � � � � � • o ; _ � . � : � : . . � E - � . . � ,o .� ;��c, � f : a . � � e � ' ` i � � e � � � � � i � � � � � � % ,`�, � � � � � � ; : �' h �. .:: � {., - ■ • \ � , . , q, 9 . . � I � F yi .� �. �� 3 1iv5 � � � � � � � �1 � � I `�z `; , FSSIO N A�-�� � ���G �$ j ''. ..... " �fi/ 'r - ' ' _ ' i ' � _ v � -. � . _ � � _ i ' � ' i _ � ' ' � � - ' ' � ' ' � � _ ' � _ � _ " _ - � ' � ' � _ _ � � � � � T � . � � � . � . �� . . � . � � � . � � w � � a . � . . � � � . . . . � � . . � � � . � . . � . . . . � � � � . � � . � . � � . � � . � � � � . . � � . . � � . � . . . � . . � . � . � . . . � � . . � . � . . � . . . . � . � . TC41'If�l. .52�' - - 1AATCF� 6?20G { �� ; � � �AATCFi.q�! 622,G ' ?CN.II� 6ZZ4G �° . ; : ; � �.r�w� � � � � r � � - i d�� j �, i i � � � � � � t � � � � � � � � t � � � � � � 3 .. FY't $'fJ` �. � , , s�,� ,�''. � ^"„` � � ; � � , . ��� � � 1 1 1 1 1 1 1 / t f t � 1 I l 1 1 1 1 1 1 I 1 1 1 1 u � � � � � �R ' / � � � ��� � � � � � � � � � � � � � � ` � � � � � � � � � � � � � � � � � u b ; • , . `� �� � � '� - � ff � � b 4 �� ' I ' � o �' � � � � � t � � i � � t i �-'"-° j� � � � t � � � � V ' .. ' ' - �^ ' ' - - ' ���' - .. ' ' ' - � ' ' ' - _ - ' ' - -....,.i .. ' - � � ' - - ' - - ' ' ' - r � � ' � , � � � .. , :`- 1 . •, . S � � � ' � t � � � � t � � i � � � � � � � � � , � Y , , � i io " ` � C ~ r � � � U I i , 1 t � � 1 1 I E 1 1 f � t 1 1 1 I � 1 1 t i 1 1 1 ' � � w - - - - - s — � - - - - - ' - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - J E � �77 w W .� I i K . i # I 5' �� ! I � I I I i I i ! I i I I � i t I I i I i � � � � ' � y '': ,,*�� , � � 7� _ — _ _ _ — — — — — _ _--�—_ _ _ _ _ _ — — _ _ _ _ _ _ _ _ _ _ — � _ _ _ _ _ _ _ _ _ _ _ — _ _ 7I � � , � �t � ....a i : � . ,. S ���.�� � � : � � t [ � r � � � i � t � � � � � � 7 ` ,, ,;, Q C� L ' �`�� � W � � � � ' � p O � , , , , . � . , , . � � , , , , � , . . , , , , � � ' ,��. � ��; � � � � - � � f � � 6 K . ' " " �.F .rN %'' 'r { : . � � oo � , , � _, ;r' `"`�L , r � , � � — , F ' � � � F , , � � , , , � � � � , , � ` � a,� r� s� ' ; _�_ � � � � � � � �q'y .. � � � � � � � � J w0 w �� � � � W�WWW � 1 I 1 1 1 � I � 1 1 � 1 1 1 1 1 t i 1 � 1 1 1 1 1 1 - � � o ¢ - Y o a . � N � r � , , , , , , , � , , , , , , , , , F , , , , , , , , � � v � - Cn Z - - - - - _ _ � _ �- � - - - - - - - - - - - - - - Z Q � � ° ° J � � I , , , , , , E , , � , , . , , , , . � W — � � . , , . , , . , . ; � � � Q — - � � � d. > � , , , , , , � � � . � � , , , , . , , . � , . , , � , , , r- Q . . ,J � � � O . , , . � , , , . � , . � , , , , . , , , , , , . , , � GRID TO GRID 5''7 10'"3' T'1Ufi 1B'4 11''716' 60 53 1d-4' 21'-43'� 14-U(i ZT-5Yi 6-1035' IB'-'�6' 2� � 29'-11Nt 18'-Il� 5�'i 13'-73Y 13'�1(i B-6�di 21 '10' 14i' 19'-I�i 23''10' 16-8�6 IY'Wq 15''�IS' T'4 GRIO TO GRID ti - - _ � , - ___� OVERALL 418'-2 pyBiqLL ' � Z S 4 6 6 7 e 9 �0 � Q D �4 d � v � 1i m � 4� 9b �4 16 !6 Z7 � � � : y - -_ � � � � � �� � n � � , � E _ ) C� .) € �� .�.�5 �. � � � W � � _ __ r � �, i_ , v-� ,Y_3 = = z � - - ---��`_`� .,�' � � E � ¢ � � � � g 0 � �' LEVEL 3 OVERFRAMING -� � PENETRATION PLAN N N � �, LEVEL 3 OVEI� FI� AMING PENETI� ATIpN P � AN yb-=� �-o- � � � NOTES� 0 1 . RE� S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. 0 2. 'A' INDICATES PENETRATION TYPE, RE� S1 .09 FOR SCI-IEDULE. PLOTTED MAR � n CHK'D BY JRB w � p COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � p 2 3 4 SHEETNUMBER � J � LL � Z ` � 1 5 ■ � D . P .A. PROJECT # 06232 .00 � - � SCI PROJECT # 04- 187 N � O � V . � � uc� - i J � ' 3 i i 56.01 18 x 5 [30l � � W18i � W18 x 71 [30l W� ._ � � � T MATGHLINE 52.21 � sb.oi sb.o3 m x x , x3 - - - - � S56 6 h � � � � � � � W16 x 36 � ^ � � � � � � � � � � � � � � � � � � � � � MATCHLI NE 52.20 � 3 � O W12 x 14 - - - �O • Wt8 x 35 56 01 W12 x 58 (W2 x�50 � �N W12x19 ' W18x 6 W18x35 ,_ . (126 1 1 �' � � � � W12 x 14 i I .o � X � f ^ [15] 56, 1 O �� (1V26 xY� � , � . .� .� m � � � � � � � � � �� ^ �N � u � 0 W12x14 `" W18x 6 � 8x35 Ll ] 3 W12x58 ` RE� S2.20A OR • 1 � ArCh � t, ts � W12 x 14 NS56 x 6 x � 15 G (Q �� 26�-� �� EXTENTS AN B • i• OVERFRAMIN FOR � � p � � TYP. 3 � SLAB SUPP RT m � . Wi6 x 36 � 5 � •p 'v '� � � W12 x 14 i U26'-5') � 6 00 � � � 4 U � � � . • u • - - - - - i W18x 5 W18x35 12x72 - - - - } 0 m � - - - - [t 5 Q TYP 6� [1 O � ( 6'-1 ') � 1 -- � `� � W� x 72 / ` S6'�3 2301 BLAKE ST , STE #100 � , � .� W12x19 � N - - - - - - - - - - . - - - - - - ' ' � ' - - � X 55 O v -� (12 '-1 ') DENVER COLORADO 80205 � � � 8 x 8 I MBER W12 x 14 ♦ W18 x 5 6.00 � , � � � KICK R, 4 PLCS ;. V Wl x 35 � � STONE WRA , 303 861 .8555 F 303 861 .3027 i O b � �n ,� 15 � W18 x 3 (1 6 -1 ') � � '- m `r W12x14 x ',o X �j 4 .� � f � , E� ZX19 � 0225 MAIN STREET UNITC101 ' -- � c� � i i � co cn � � ?. ; � 3 � cp � Q 3 � lu ' , tn � ' 9 (126,-� •) � � EDWARDS, COLORADO 81632 � _ _ _ � �- � 3 W18 x 5 8 x 35 ' � ^ � � � � S6,03 970 926 8960 F 970 926 8961 V - . . > . . . , .,,,,.,,.,,,_,,,,,.,,_ _ - - `r W12x14 W16x36 �o �15 4 �' � - ' ' � ^ i NN STAIR LANDING ' (126'-5') ' " W12 � 35 3 " � - - - - - - - - - - � • - - - - - - - - m W18 x 5 x � 6 • 5 F TAIR SUPPLIERY � � � � [ 5] i � 3 `. 5.01 GY �� 6 -� � 9'-7' RE� ARCN � W12x14 m 9 g . . O 4 � ^ 6 - - - - - � 5601 ;o i 3.0 i ;, ° ' � S5 1 �c0 � i i � W12x19 '� M 56.19 W12x14 ' � � 5 : '�o } p SIM, W12x22 • . W16 x 36 [15] ' !: ^ f _� (130'-O') � 'r . � P ACES (SLOPES DM � � � Q 5 � � � f � , , . . m NSS6x6x /z O 4 ;• • : . , • • . • , • . � g � S5.01 c� ;r � v A POSTS X X � � � �_p• , •; 4._ . 3,_ . �. . � �; .o �o �O SI M. � ._�. , S6.03 ic) • W12 x 14 '- �' W18 x 3 � ' ,. 1 '-O' 1 '-O 1• ^ Dl O =- • • • . � � � i � SIM. U5 � i �n S6.01 I W12 x 14 � � i � 8'-1 O 1 '-O' p � � • Q . S6.01 • 6 � 5 � 1 '-25/a � � 4Q 6 v . . ' ' ' 3.0 '. • : • 3 ; . v W12 x 19 Wl6 x 36 2'-4y2 � S5.01 �n S5.01 ;r � � > � x 35 � W - - - _ - - - _ - - _ - - _ _ - - - - - 18x35 W18X35 8x35 m � 7 - - - - - _ � �• � Structural � O MC12 x 10.6 '� i � � . ^ N556x6xY2 � � Wi6x36 \ � ( Q 6• � � p Consultants . m i � � Ii26'-5') i i �� � i � Q � I i � POST � MG18 x 42.7 W18x35 W18x3 18x35 � I n corpora ted '� 0 I m •� RE• GOR � 5 X � 3400 E. Bayaud Avenue #300 Denver, Colorado 80209 ^ � - ���° � � u� ELEVAT ONS 61 �p p 6.0� 3 56.16 �.s�s) 3yy- 5154, I- AX (3U3) 333- y5U1 x • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ W18 35 _ _ _ _ _ _ Emad InfoCDsci-denver com m - - - - SCI Job Number: 04- 187 10'-2' i i W18 x 35 ' . � � r i i I ,'� o i J� r� i i I 2 � , � ISSUE/REVISION DATE NO . . � � � � V G O x SIM p� i S6.01 � � � W18 x 35 � W18 x 35 CD PERMIT SET 01 OCT07 (V S601 m � Q ' X STRUCTURALCDS 01NOV07 .� i � � . I � '� _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ � _ _ � _ _ � � W27 x 19 < 3/4 > � ' t ; TOV RESPONSE 12DEC07 Qj i � � m m `� m m CCD #10 24JAN08 Q 8x3 18x3 � ic*� 8 � W1 x35 18x 5 � Q N � Q � 26'-5') 126'-5') � ' (1 6�-5') � (1 6'-5') 126'- � 4 TOV RESPONSE 11FE608 g � � I 5'- 43/a 8'-1g/a . � 5'-9 8'-3' '-lg/a . 5'-43/a �� CCD #24 23APR08 Q ' � I Cc� W18 x 35 ' � W18 3 � � in 18 x 35 J � I yez�, (126'-5') 18 x 35 � (126' 5 ) ���i W1 x 35 (126'-5') G� J� � CCD #36 23JUL08 g � i i E � �L�'L � � 126'-5')� � - 4 �G P�� -4 �(1 6'-5') r � P.O� i i II CONSTRUCTION DOCUMENTS 08AUG08 - - - - - - - - - - - - - - - - - - T - - - --� �� ^ � - aAl38 1 '� - -e"e - _ _� � � - - - - _ i 61 � � - N� xi � coN 1 � i (126 5') N 18X106 �� � � 61 Y - _ _ _ _ CCD #42 28AUG08 Q � W18 x 119 N -N (1 6'-5') 8 35 (126' 5') v (126'-5') N N W18 x 119 � i (126'-5') (126'-5') , TOV UPDATE SET 10SEP08 � - - - - - - - - - - - - - - - - - - -F- - � N 6. - � � � '-6 ' 6-- N � 18 x-35 - 4 t i � i 3'-6Yz 4� i � �126'-5') � i i i �p R E G/�T •.� W18 x 35 W18 x 5 � W18 x 35 W18 x 35 P . F,p � i (126'-5') i (126'- ') i � i i (126'-5') i (126'-5') o.vOQ;Q� POY gq9..F� . �� � m I I I � v' �� ���' � o • ,a. , i i 1 8 i i 3 1 ; � : N � I I S6.01 S6 01 I I S6. 1 S6.01 �: �:� ,o . ;�� i i i , i i � � � i i � � , � i i 9 S310NA�-��� O `Z_ �a -� � I I I I I I I � 'Z _ _ _ _ _ _ I L _ _ _ - � _ _ _ ` � I ( I I I I I J Z � � . Q � � � � I I � I i � I r I i ( � � � � I I � I I � I � � � p V i t i � i I i 0 �' C�`1 Z � I I I I I I I (V (�I � J O � � � � � � � � � (A lA ~ O u1 ul W o u � � � � I I � I I � I � I � I � � � z � z o � � °w ' ' � i ' � � J J U , U I I I � i I I H H I I I I I I ( � � � � , � � , , U � � � I I � I � � I � I � I � � � J � � , � � , , � COLUMNS 5'-2' '-7Y' 6'-8' 13'- ' 1 '-10' 5'-2' 7'-O' '-7' 4'-11 ' 40'-5 s W � GRID TO GRID 5'-2' 10'-3' 7'-11Ya 18'-9' 11 '-73/s 6'-O' 5'-5' 10'-4 ' 21 '-43/a 19'-lYs' 27' > � � OVERALL � � � L 1 2 3 4 5 6 7 8 9 10 � pp � � � � � � � Op � .. LEVEL 3 ENLARGED PLAN AREA I ,8--, �-o- o Q i-- � Q � � NOTES� 4 1 . BOXED NOTES �� INDIGATE A TYPIGAL GONDITION UNLESS NOTED OTNERWISE. � � O W ry 2. TOP OF SLAB ELEVATION = 127'-O', UNLESS NOTED T{-IUS• �.�, RE� S2.20A FOR ADDITIONAL SLAB � � � I NF(]2tvl� T I C�N �'`� O - 3. TOP OF STEEL BEAM ELEVATION = 126'-7' UNLESS NOTED TNUS� (XXX'-XX'). � V 4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED TNUS• Ta��_�• . T.O.S. INDIGATED IS THE PROJECTED T.O.S � � U � AT THE �. OF THE SUPPORTING BEAM, WALL OR COLUMN. SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED � .. � ON PLAN J 5. <X'> INDICATES GAMBER OF STEEL BEAM W � � 6. PROVIDE 3/a ' � x 4 ' H.A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS� [XX] WNIC!-I INDICATES TOTAL � Q � � NUMBER OF STUDS. EQUALLY SPACE I-I.A.S. ALONG BEAM UNLESS NOTED OTNERWISE \ n/ 7. �� INDICATES STEEL DECK TYPE AND DIREGTION OF SPAN (2-SPAN MINIMUM). RE� SHEET Sl 00 FOR STEEL DECK � � �'� SCNEDULE. r - 8. AT BEAMS BETWEEN SLOPING GIRDERS, MATCN T.O.S. OF T4-IE SUPPORTING GIRDERS. J -r.o,w, O 9. T.O. PRECAST WALL PANELS ELEVATION NOTED THUS� . ��_Xx- . 10. RE� SHEET S1 .00A FOR STEEL BEAM GONNECTION SCHEDULE. ' A 11 . ��' INDICATES A MOMENT CONNECTION, RE� 1 , 2, AND 3/56.00. �» 12. RE� 53 00, S3.01 , 53.02, S3.03, AND S3 04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY - _ _ . z _.. PRECAST SUPPLIER. r � + _ � 13. 'SC' INDICATES BOLTED CONNEGTION AT STEEL BEAM TO BE SLIP CRITICAL. : � ` `_ _ � 14. COORDINATE SIZE AND LOGATION OF FLOOR DEGK OR PRECAST WALL PANEL PENETRATIONS FOR MECNANICAL � � e, �- ; � � � „ � a DUCTWORK WITH ARCHITECT, MECHANICAL ENGINEER AND SUPPLIER. � � � ` � L ' � ' � � ' - � � 15. COORDINATE FINAL ELEVATOR SNAFT DIMENSIONS AND LOGATION WITF-� ELEVATOR SUPPLIER. ' '` - � � " � � 16. � INDIGATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WNERE PARALLEL TO �.�� ..� .' ,� �_� '_ �_ _ , ____ ° A WALL OR CONCENTRATED AT A PERPENDICULAR CONDITION � 17. RE� S1 .01 AND 51 .02 FOR COORDINATE PLAN AND SCNEDULE FOR COLUMNS NOT LOGATED BY GRID TIE. � 18. TYPIGAL COLUMN BASE TO GIRDER DETAILS, RE� S1 .01 . ¢ 19 XQINDIGATES STEEL COLUMN, RE� SGNEDULE 51 .04. � 20 FOR ADDITIONAL INFORMATION AND DETAILING ASSOCIATED WITN OVERFRAMING AT STEPPED SLAB, RE S2.20A. � � 21 . UNLESS OTNERWISE NOTED LOGAL DESIGN OF EMBED PLATES OR BEARING PLATES FOR STEEL BEAM � GONNEGTIONS TO PRECAST ELEMENTS ARE TO BE DESIGNED FOR THE CONNECTION GAPACITIES SNOWN IN THE LEVEL 3 o STEEL BEAM GONNECTION SCE-IEDULE S1 .00A, RE� S2.20A SHEETS FOR BEAM REACTIONS AND DRAG FORGES T4-IAT o, SUPERCEED CONNEGTION SCHEDULE DATA TO BE USED IN PRECAST ELEMENT CONNECTION DESIGN � 22 PERIMETER PRECAST WALL PANELS AND COUNTERFORTS ARE TO BE DESIGNED FOR TNE APPLIED GRAVITY AND LATERAL ENLARGED PLAN � FORCES SNOWN ON TNE PLANS AND TI-IE SOIL PRESSURE FORCES ILLUSTRATED ON SNEET S3.06. AREA # 1 � , 23. RE� ARCH. FOR T.OS AT CANOPY FRAMING BASED ON FINAL ARGHITECTURAL DETAILING NOT COMPLETE AT TIME OF � DRAWING ISSUANCE. N �f 0 24. � INDICATES A 51-IEAR TAB CONNECTION WIT4-I 2 BOLT GOLUMNS, SNEAR TAB = 3ja ' AND TOP AND BOTTOM STIFFENER � PLATE AT COLUMN WEB = 3ja' � � o PLOTTED MAR � � CHK'D BY JRB w � O COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � p 2 3 4 SHEETNUMBER � J � lL 0 Z ` o � 5 ' ° - D . P .A. PROJECT # 06232 .00 � SCI PROJECT # 04- 187 � a 0 � , � � � . _ � � � rviiv i o � 1 ■ � � � � �O C \ _ . � ; � I 1 [ I I 1 , T - - - MATGHL I NE S2.21 A . - _ ��, � � . ' - - - - � � . . � . . � . � � . . . �■ . . . � . � F ��.,_ - ��. f . . � . . . . . � . . � . . � . � � MATGNLINE 52.20A - , „ 4'-5' ' � � ' .r O Y - w .. .. ... � ` - . .. .. . . � - y i , j� � i F "'�#, i � { 1 I � � 26�-6� I i � � �Yb�— � � ' y ° � � EDGE� OF S�LAB � � h • } } " ' ~ COORDINATE • � AIwCI 1 � l. l.S — , � POINTS , ... F �� . . ., ; %y � . . � Y ° /�(� f ; ^ � ' ! 5 �y_ � t " ; , ,./r' . �a!%.q ._ ° � '. �>� t , . � _. „ y f � :. � . %„ � . 1. . ' : , � � c, x. „ 4 " ! � � � � � � , . �J — — — — — — - - - - - - ' , � '� � 2tK - — — — — — � _ � . yt /� � a k � E � � f � ' � _ � % � � 2301 BLAKE ST, , STE #100 . . �' 2 � L ` � � DENVER, COLORADO 80205 o J � 303 861 8555 F 303 861 3027 � 0225 MAIN STREET UNIT C101 ` i � - i � � i � �L � i i i � � �� � 6K 36K � o EDWARDS , COLORADO 81632 v _ _ ^ ! _ T _ � _ � _ 970 926 .8960 F 970 926 8961 . , . - � � 15K � � ;y � . ... ° � � � � O , ', , i.. 5 I - - - i 1 " ° I E 1 I � •, � � � 15K , . �� ?; ' , N Q� YLR •�O � ; ! i • ' � y • R 1 At � • � • , , , � � • • v - 15K 4 � `' D�� f ♦ , y I I � I I�[ ' �• ( 1 1 � ,g s . .. �� " ., 3 ,± , 3 . . � .<� 7 �h_ IIYI�I�I�It � - w - - - - - - - - - - - - _ ,._._ . , ., ° - - - - - — Stru � tural , � � � � � � � � �� � ,� � Consultants •� � � � 3'-113/a , i � t d ,» � i i � � . Incorporated '� ' � 3400 E. Bayaud Avenue #300 -' ; : „' � ; °` � nv , Colorado 80209 De er ` N ` � � ` 5 ( 0 ) 399— 54i FAX (303) 333- 9501 , 3 3 51 � .- X - - ^ - - - - - _,� , - - - - - Ernai Info�c�-derrver �om s � �, _ ,"' SCI Job Number: 04- 187 ��� ` ' - ' _;� _ , � ' �� ISSUE/REVISION DATE NO. � � � ; � ` � �< ` � ' i � � � ° � r: . o ;�, � ��� � � � CD PERMIT SET 010CT07 ;. ; :.� ��� " ` STRUCTURAL CDS 01NOV07 , , ., � � � � ` TOV RESPONSE 12DEC07 �j �. � ,� ` . : :: � � ; , ' � � � � � � � CCD #10 24JAN08 � N ' -s�� �� � � - � TOV RESPONSE 11FE608 � � , r . � CCD #24 23APR08 Q 4 - ° � CONSTRUCTION DOCUMENTS 08AUG08 � _� �. , � � � � � � �� � � � � " � � TOV UPDATE SET 10SEP08 - - - _ _ � - � � �- » - � •'� - - - - Y - �. - - , ^ N I� _� � ,��, .� � I m x-- , � � 126'-10. � :Y�����` N f I 1 � 1 � I I I v � 6�-a3/8 � - • 5�-to3/8 6• �� 0 REG/ lF 0 , , , . , , S .� , �D�,��Q,r RO Y gq.9�,'9�`O . •� . �, ; \ � ; 0 9 . N . � • � • 3 '. :� N � � � � � I ! I i ,�90 �• ••����4� _ _ � � . . . . . . _ _ _ � � _ �. �M______�_ ._ .�,. �. FF S�ONA�-�� e �_ � o _Q � Z � � .� ..�.� _ _ _ � �■ �,.�...� J � . � � � � O 0 i t i � i F 1 i � i o[ � � � � N N t�l tV � � LL1 ll.) i f i i i r I i � � Z Z J � J U � U 1- F- � ' � U � � � � � � � E � � J J W � GRID TO GRID 5'-2' 10'-3' 7'-11Ya 18'-9' 11 '-73/a 6'-O' 5'-5' 10'-4' 21 �-43�4 19'-1Ys 27' > � � OVERALL �7 � � L r � 1 2 3 4 5 6 7 8 9 10 Op � � � � � � � � � P I � - - � � ~ � LEVEL 3 ENLARGED LAN AREA ,8 , o Q Q � � � NOTES� � O W 1 . RE� 52.20 FOR PLAN NOTES � J � T 2 �� INDICATE DRAG FORCES TO BE APPLIED TO DRAG BEAM CONNEGTIONS AND PREGAST EMBEDS. O n .7. I"VK 5I CCL C.UNNCC. i IVN I V F'KCC.AS 1 K�' f LAN S�GT IDNS ON SZ.Of3. � � v 4. FOR STEEL TO STEEL CONNECTIONS USE GONNEGTION SCNEDULE 5-2 ON S1 .00A U N.O. � � U � 5. D5=X' INDICATES DRAG STRUT CONNECTION. RE� SGHEDULE S1 .00A. .,. � 6 R'X' INDIGATES UNIQUE CONNECTION DESIGN. RE� LOCATION SPECIFIC PLAN SECTIONS AND TABLE � J PROVIDED ON TNIS SI-IEET R-1 , PROVIDE CONNECTION AS DETAILED IN 9/S500 TYP. AT PRECAST GIRDER. W � � /� � �r r 7. S=X' INDICATES CONNEGTION PER SCHEDULES SHOWN ON S1 .00A � � 8. � INDICATES TOP OF SLAB AT HIGHER ELEVATIONS. � � � - 9. �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SNEET 51 .00 FOR STEEL � DECK SCNEDULE, AND ATTACHMENT OF DECK TO STEEL FRAMING. r J . � C/) r �_ . -_ - - - - r � ,- , � , � - - - - _ � tl � a� ;� '� C � ; _ �. ' � � � kF , -_ - � �_ �. ��_.�� _°w —�� ' _---� �.-� � � � � a N � �2'! � M � 8 � LEVEL 3 3 ENLARGED SLAB PLAN � Q � AREA # 1 N V) ¢ O� � N �I ti � � � � a, PLOTTED MAR 0 w- v"'i CHK'D BY JRB w � ¢ COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 0 a � p 2 3 4 SHEETNUMBER � J � LL � Z o � 5 ■ � D . P .A. PROJECT # 06232 . 00 � . SCI PROJECT # 04- 187 � a 0 ? � h LL i T - - � _ � � � _ s � v x x ao �* _ - � - - — � - � - �Y"�1�L-fN���- - T x x � � � � � � . . � . . � . . . . . � . . . � . . . . . � . . . . � . . � . . � . � MATCNLINE 52.20B T I � T - - - - - - � � � � - w w w w � w w ;� — , � � � i '-5' T � � � � T `r � � i i i I I i '-43/s' 3'-O' T , � '-6' 2'-6' '-6' 3'-6' 4'-11 ' r :o � � � , I � � N � , , , � " � � � � - ' , - � Archit ts w w , w w w w w w T . _ .� � � T � � i i i T , ' T � I I I I � � . . r i � yV W iN1 � iy� IAA ' W W E W �W W � .� i � � �J - - - - - - — — — — — - i i ;� �2'-6'i 5 ' i2'-6' -6'� 3'-O' 4'-11 ' �r � � - - - - , � i i i 2301 BLAKE ST , STE #100 � W W w W AA W V - - L � � � DENVER, COLORADO 80205 o , i W i W � i W W i w . � �� , 303 861 8555 F 303 861 3027 � i i i I � I I V '� ! � M E � I 0225 MAIN STREET UNIT C101 w W � W � iN i AA EDWARDS, COLORADO 81632 V _ _ � _ _ W _ _ _ _ � _ 970 926 8960 F 970 926 8961 . i . � • '�� � W W � W � W ' AA ! V � , . � ', i I I I •� : , �. I I _ _ _ _ — _ ' I I � I •, � � I 1 1 W W iW iW AA . • : . � F , � � � i � -m 5'-8' 3'-O' 3'-O' i 3'-O i 3'-O' � 8'-3' ,. , ; ; : • � ' ' ' " � • ■ N " ' . Iw IW W W * • I AA . �� > f ti — � y � � � � � I � • � � � � � I 3'-9' s > •f � � � 'Y , � 3 � � � � � � � rY ( rY rY rY rY � rY I ( I W � � � � � � � i ` , � - - - - - - - Structural . ; .t , , � � , W � ,� , , , IW W , w w W �, o N Consultants � � `" '" "' '" ' ' � Incorporated b' , . . . . � , . � . B w i i i � 3400 E. Bayaud Avenue #300 € 3 -O 2 -6 2 -6 3 -O 4 -6' - , i i h' �� 0;`�� �o I I I (303) 399- 5154,VFAX (303) 333- 9501 W w � W � w W m -N W W Email InfoC�sci- denvercom x - - - - - - - - - - - - SCI Job Number: 04- 187 m . � � � I i ' ' I � i X �� �y2 � i , � , , , , ; ISSUE/REVISION DATE NO � W � W i W i W � W I I W I W CCD #24 23APR08 ( i CONSTRUCTION DOCUMENTS 08AUG08 � i 4'-9' '-O' S'-O' 3'-O' '�am � (1OYZ ) O ' I IX �� �'�z�� �v � �-� � �� ��z') X X �� �Y2�� I � TOV UPDATE SET 10SEP08 , r r � i i � � � N � W W W W W IW * '�� •�T� � i AX i AX S W I I S , , . w � w iW ' IW � W ,o � �_3• � ,� � I l 1 � i E � � 1 I � S S I iD I Y - - - - - - _ - _ AX ' AX _ _ - - - - m T iW � T •� , O �� � � � i t r � i � I i � i � P�p REGISTF9 � Q . � q •.;�D b- v , 0�0 �Q� o g 9,rF: • � 9 . . . , Q • n � O • � N • I e �� N : ;�4 � � � � � � � � � , -�90 .��c�� SSIONP�-�` G � - /v - v � Z - - - - - - - - - - - - - - - - —�--- 0 �c < � J Q � � � i � i i i i i � � O � O � O � m N N CV l�l � � Ill Il.� i i i i i i i i i i Z � Z = � S H � Q Q � � U � � E � � � � � � , -J J W � GRID TO GRID 5'-2' 10'-3' 7'-11Ya 18'-9' 11'-73/a 6'-O' 5'-5' 10'-4' 21 �-43/4 19'-1Ya' 27' � � � OVERALL � � � Z I 2 3 4 5 6 7 8 9 10 � Op � � � � � � � O � � . 0 Q � � Q �C � ., _I O W � J � �EVE� � o o � 3 ENLARGED i-- PENET� ATION PLAN AREA I y8�=, �-o- � � v � � � NOTES� 1 � 1 � I _ 1 . RE� S2.20 FOR ADDITIONAL PLAN NOTES. W � (!� 2. RE� 51 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES, r . � � � r � ` J � � ,- - - - - - -� , � _ _ . ._ � � � � � �- ,- r-•, n r .� n � � r h � � � � � � F _ � � 4 � � � r _ _ � � ` _ ` e � - F � �._.x .ai.i..._. .. __ ___ ` __ . ,. a_ � _ i _ _ �C cC L Q � � � � � LEVEL 3 ENLARGED � � � PENETRATION PLAN � N � AREA # 1 � � N � tii � � `"� O o PLOTfED MAR � w W CHK'D BY JRB � ¢ � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � � 2 3 4 SHEETNUMBER J � LL 0 Z - � � 5 � °° D . P .A. PROJECT # 06232 . 00 � - ° SCI PROJECT # 04- 187 .� a � - U � lJ.. . � w a I 2 3 4 5 6 7 8 9 10 J OVERALL �-� � . . . � . . � 3 • � , . . � . . g . . . . . . GR ID TO GRI D 5 -2 10 -3 7 -11Ya 18 -9 11 -7 /a 6 -O 5 -5 10 -4 21 - 4 /4 19 -lYa 27 -5Ya p V � GOLUMNS ' S'-2' 8'-5Ya 63/8 7'-11Ya 4'-53/a 3'-11 ' 8'-10' 4'-43/a 6'-OYa 2'-8' 3'-15/a 5'-N'a 5'-3Ys '-9' 3'-2' '-3% ' 12'-11 �/s 6'-1 ' 5'-4Ya 3'-43/8 10'-4Yz '-35/s 16'-5Ya � � . 3 • � Arch � t ts � .� , �-�� � Z a- EDGE OF P/C WALL PANELS i 5'-2' i i q �e i i 1 ''6�/8 i � i i i 4 c9 i Q � J 0 I 6'-O' I � � I 1 '-7' I � � I� '-3Yi 14i 1 ' � I PROVID BLOCK T � � T.O.W � o �U W i � i I � i 7 i � i � 5 E P IN WAL SUFFIGI NT S T E P 3 -4 8 1 2 3'-1 ' . . O � l� W Q1 IT.O.W I � STEP �1 I I 5501 I � T.OW I I o � T .W. i Q � F O R B O T A G C E i 5 � T.O.W. RE S2.21A FOR T.O W � � r 126'-6' i � i SIM. i i = � 26._6. � i O3 � � I W40x 362 i W36SP15 T.O W FRAMING ABOV A - - - - � - - - ' 126'-6' i � ' � 2301 BLAKE ST , STE. #100 - - - - - - - - - - - r-- - - - - � T - - - � - - - � - - - - - - - - - DENVER, COLORADO 80205 I V I I � � T.O.W. I I �3 I � I � 3 _ � 3 _ � � 3 � � ; cV � N T�� 303 861 .8555 F 303 861 .3027 I I I �, = 1 T.O W. � I � � 4' R T I A L � � x � � � � 0225 MAIN STREET . UNIT C101 i i i I = 1 1 9'-1 0�' i � � = 1 6'-6' T. . . � CO CRETL SS �o '� . I I I I I ( I I I ( q cv WA i L I + I 3 .i W W EDWARDS, COLORADO 81632 � I I � I I � - > > q � �� I I ( i� I y N Z Z S 970 926 8960 F 970 926 8961 . � I I i I � I I ( T.O. � � � � 1 -3Y 12 1 � _I J = 12 -6' I I I I � 3 6.00 � I 56.03 1 O' U U i i iI � i i i i i S6.15 � i I I II � I I I I I I I � 1 I I � I � � � , . i i i I � i i i i I � I Sg �WqOO199 7 i � 13 � � � I I I I ( I I I 4 6 O � S6 03 �„8 � 5 � 4 � ; BN _ - _ _ I ' _ ' _ � - _ _ I _ �.d. _ m II I I I I I I I 2 I I � " � ' � � � 4' VER i i i I i � i i � 5. I I O � ( � � GONCR Q � i � � � IM WALL I � 4' i � I d .N I 1 '-O' I 5'-8Ya 3'-b ' 5'-9' 6'-3'� �'-3' 6'-3' I I5'-7Ya 6'-OYa 5'-�5/s 4'-103/a '-3�/s b'- Ya 5' 4 z '-3Y ' ' '-O�/s 4'-15/e b'-6Ya 3'-1 ' 4'-O 5'-6' 5'-6 ; 5'- i � v ^ � , .� I I Q I � 2�-?ya I ( I I I 23/a 6Ya � I I i 2'-8Ya � I � ^ _ 1 '-3�/s N � �, �o : ,� 2'-35/ ' � O � i � � � il 6 � � ' � � � _, � � � � � � � � � 6 I � I �' v � v0 i NO � i m � � � � '�- I � • i � � � • � � o- • � � � � � • �o . � � � � �o : � . . � � m � v : p � v : � : : � -- � - I I �- O I O O I O I ^ O I � OI O ^ O I N O ^ O I I N O � �n O O O O �n O " x x x x x x ic x x x x x x � x � � ,� m O .� I O :� O :a-- i O .� O .� O :� O .� O :� p .a- O O .o- ( � p � I v � :a- x p � � I � � p � �n � 3 4 i � � � i � v �r v � � � v �� v v � � v � � � � ^ � x � i v � � x � i x � i `t � �2 x � r � � � � � � � � � � � � � � � p o 2 � � S6. t uctural c - - - - - - - - - _ - - _ - - - - - - - - - - � - � m - 4 - Consultants . , , - � , - - - ; - - - - - - , - � - - _ - _ - - - _ - - _ _ � Incorporated � 2 FROM GRID A-M AND 14 I I I � I I I I f I � � 1 I ` I � � r � N 3400 E. Ba aud Avenue 300 ' i -10 PROVIDE 200 PLF i I i � i i i ( i I I � D y Colorado 80209 �PPI IFn WINn FnP[' F C� [�1 �1 � � I I � JV3 �yy- 5D54VeAX 3U3 J33- y5U1 � IN DESIGN OF PRECAST I I � I I I I � I I � C ) l ) WALL BY PRECAST � I I Emad Info�sci- denver com v� SCI Job Number: 04-187 �� 3 SUPPLIER. � � � I � � � 120�_ � • ' 5 � i � I I � � � � RE� S � .21C FOR ;o ;� � LOAD APPLIED AT "' '"'`"'�"�` ADDI IONAL TOP OF WALL I II I I RE� I TE 23 � � I I INFOR ATION ISSUE/REVISION DATE NO. � � i � � i '1 ( I � � IN PO AREA � I � I I I � CD PERMIT SET 010CT07 � I I II � I I I � I �I � O � � � � � I � � STRUCTURAL CDS 01NOV07 p � - - - - - - - - - - - - - � SIM � � i � � � �4 � ' � i �� 41 � i � ' � i � �- , TOV RESPONSE 12DEC07 Qj 15 I I I 4 TO PING S AB AND �� � I CCD #10 24JAN08 2 P� '� i I W�,TERPROOFI G AT i I i ) � i � � � S5 O i g L ADI G DEC , RE ARGN. � O O I I I I i IS614 � I 15 I � � I I (11�9'-10') I ( TOV RESPONSE 11FE608 Q T.O CCD #24 23APR08 Q I ' I � _ ,, � � � 6.03 � 1 i �� _ 4 E - - - - W40x3 2 � , W40x362 ♦ - -� - -_ - - - - - - - - - - - _1 1 � � U19'-10 ) � ' , ' 119'-10') � ♦ � - T - - - - - - CCD #29 06JUN08 LEVEL EN� ARGED PLAN AREA 2 ��=� �-o- o � 5.00 � � � � NCRETE T � • - - - -� - � - '- - - � 5 � � i i i I i W�LL q 8. � � S6.12 S6.03 I i CONSTRUCTION DOCUMENTS 08AUG08 NOTES v � BARRIER � S6J4 � j ;o � � � T 1 . BOXED NOTES �� INDICATE A TYPIGAL GONDITION UNLESS NOTED OTNERWISE. F . - - - - - _ - - = - - _ - - - - - } - _ - - - - - _ _ _ TOV UPDATE SET 10SEP08 �ooc•-�oc• N i NSS4 x 4 %a . 4 2. TOP OF SLAB ELEVATION = 127'-O', UNLESS NOTED THUS• �� RE� S2.21A FOR ADDITIONAL SLAB � �3 � � 4 � � _ . . . . �� �� I � � 6.00 I 6 03 � I 36 x 135 � J � � I NFORMAT I ON, 3, TOP OF STEEL BEAM ELEVATION 126 -7 UNLE55 NOTED THUS (XXX -XX ). �o �o I I I i . Q 119 -1 O') � I T.os � � � TYP. � W24 x 55 � . 6 W24 x 55 W18 x 35 � � 4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED TNUS� . ��_Xx• . T.O.S. INDICATED IS TNE PROJECTED T.O.S. � ( �- • `O S6. 2 f11q'-10') � (119'-10') x5 AT TNE �. OF THE SUPPORTING BEAM, WALL OR COLUMN SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED G i i i � i � i i x '�* • b 6 'h ERT 14 q�-� 3�e 4 �Q REG/ST ON PLAN i (119'-10') � 1 '-4 i , P . • • • • • . F � CO G S6.03 � O �'' P B �'•9F 5. <X'> INDIGATES GAMBER OF STEEL BEAM � ^ I I ' . . ) ( , . , . I I , . . . � 6Y4 , I . , � I W L . � ; ,Q ' • ' - ' . , . o:4�Q� OY q9�� O 6. PROVI DE 3/a ' � x 4' H.A.S., FOR ALL STEEL BEAMS AND G IRDERS NOTED THUS� (XX] WH I GH I NDI CATES TOTAL ^ r i i 5'-8Y8 3'-6�' 5 -9 6 -3 � 6 -3 6 -3 � � 5 -7Ya 6 -OY8 5 i4�/ -3�/8 3 -10Ya 3 -2Y -� � 5 8 -43/a � 6 -1 3 -3 7 -O 6 -6 7 -4 7 -2 • o � • NUMBER OF STUDS. EQUALLY SPACE N.A.S. ALONG BEAM UNLESS NOTED OTI-IERWISE. � � I � 3 . � ,o ,� i , ; � ; 7. �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE SHEET S1 .00 FOR STEEL ( _�8 W36 x � � � x � STAIR 5 HSS4 x 4 x %a : : � DECK SCI-IEDULE. � � i � � � � (119'-10') � o . � FRAMING POST �O '• �r�' • . . . . • • � . � 8. AT BEAMS BETWEEN SLOPING GIRDERS, MATGH T.O.S. OF TNE SUPPORTING GIRDERS 4 ; � �. i • ARC . � X ' ' - ' O S ��C� T.ow. 1Q I m � � � I , _ ,0 4Q SIONA� D �- `G -d � 9. T.O, PRECAST WALL PANEL ELEVATION NOTED THUS� . � _Xx- �� i i � � i i � .� W2 x55 4•_ 4 . � � pv � 1 4 j m � .� � 10. RE� SHEET St .00A FOR STEEL BEAM CONNECTION SCHEDULE. � I I � I c� I c� Ic� I v � �� � -� � � . c� x � � •� � � � u�i � � '� 1 1. �� I N D I C A T E S A M O M E N T C O N N E G T I O N, R E� 1 , 2, A N D 3/S 6.0 0 O I O O i ''`� O m O m O O . m 0 m m m m .o � . � -� �' .-. � .�. �o ^ �o : �o : ^ ' � 23/s �o ;- ' O � � u� 56.03 ,o � � �n O � X � i� � � a- � � ■ i� m • rn i� � ^ � m • o- � i� : : � x � x x x � x � x � c� -- O i � O 1v� �n m � 51 M. ; � c� i � i i i i i � .� x i x � x � I P i(� X i 3 " '_ � X X i (n X ('n � 1 2. R E� 5 3.0 0, S 3 O l , 5 3.0 2, S 3 0 3, A N D 5 3.0 4 F O R CORE WALL ELEVATI ONS AND DESIGN LOADS FOR USE BY O � � O a- O � O a- O � O � X Q- i �o � •o ,� O o- 6 q .o � x X 4 O �o ,o �o �o p � 3 " t PRECAST SUPPLIER. - - - - - - - - - - - - - - - � ^ �- I - -- +- - = - � -�- - - -�- m - v m m c� m 13 � � '� . � `-' � ' 3 ' i � " 3 " � " � W36 135 3 ' 3 � � " I � � SIM � v W � � 3 �- � � `" 1 3. 'S G' I N D I G A T E S B O L T E D G O N N E G T I O N A T S T E E L BEAM TO BE SLIP CRITICAL. ��`, a � � � i � � � 3 �> > 9 -� 0�� � 36x135 W 4x55 4� � 3 x55 S6.01 14 . COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PREGAST WALL PANEL PENETRATIONS FOR MEGNANICAL � ;� ',� � I II I I I ( ( � � q -� � � W40x36� I �> > �-� � 5 RE S2.21A FOR DUCTWORK WITN ARCNITECT, MECNANICAL ENGINEER AND SUPPLIER. . i � i i i i (119'-10') I 15 55.01 FRAMING ABOVE � W24x55 W24x55 15, GOORDINATE FINAL ELEVATOR SNAFT DIMENSIONS AND LOCATION WITN ELEVATOR SUPPLIER. � - - - ' - - - - ' - - - - � 56.01 Q DG� O - - - - 16. f� INDIGATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WI-IERE PARALLEL TO II � � I � � SLAB A WALL OR CONCENTRATED AT A PERPENDIGULAR CONDITION o- � � � � � � iI � i � � SIM � 5i . • • • �. ' - :� r : � • • 1 '-2�/a 5 Q 6• � 17. RE� 51 .01 AND 5102 FOR COORDINATE PLAN AND SCNEDULE FOR COLUMNS NOT LOCATED BY GRID TIE. �o I ( I J I � � I Q � ^ 3 W36 X 135 W36 x 135 5 � 55. 1 � 18, TYPICAL COLUMN BASE TO GIRDER DETAILS, RE S1 .01 . � i ; i I � i � i C `� � 'o • ` ( '-10') 9'-1 ') S5.01 i � , lq. QINDICATES STEEL COLUMN, RE� SCHEDULE S1.04 J '� • - ' - - x ' � ,� • , - ' ' ' ' 20. FOR ADDITIONAL INFORMATION AND DETAILING ASSOCIATED WITH OVERFRAMING AT STEPPED SLAB, RE: S2.21A. � O _ � _ S 01 , �� , I � m i \ ,� 24x55 � � 5 � t ,: ?N a � ' � � 21 . UNLESS OTNERWISE NOTED LOGAL DESIGN OF EMBED PLATES OR BEARING PLATES FOR STEEL BEAM K ' - - �- , . ,. ti . - ^ i - ^ - - - CONNECTIONS TO PRECAST ELEMENTS ARE TO BE DESIGNED FOR THE GONNECTION CAPACITIES SHOWN IN THE 6'�e'r W24x5 SG V�1 4 � � ' 4 W 4 W24 55 STEEL BEAM CONNECTION SCHEDULE S1 .00A, RE� S221A SNEETS FOR BEAM REACTIONS AND DRAG FORCES TNAT � , � i � � (119'-10') � . . ' � . � ' , . x55 � ' � 5 x55 SUPERCEED CONNECTION SCHEDULE DATA TO BE USED IN PRECAST ELEMENT CONNECTION DESIGN � . � I 6� I � I I `O , _6 .� 4 � -� � � � � -� y � , 55.01 J 22. PERIMETER PRECAST WALL PANEL AND COUNTERFORTS ARE TO BE DESIGNED FOR THE APPLIED GRAVITY AND LATERAL � ; FORCES SNOWN ON THE PLANS AND THE SOIL PRESSURE FORCES ILLUSTRATED ON SHEET S3.06. 'p .�'� `�' � 4 56� 4 � I � FRAMIN UP �': 1 '- ' m ' 4 S .10 6 �o ;• 13 � � J I I RE� AR N. I „ ( i 5.01 -� 56.01 , ; 23 TOP OF SLAB = 120'-4 ' AT LOADING LOCK AREAIS NOMINAL MINIMUM THICKNESS, RE� ARCN FOR SLAB SLOPE TO DRAIN _ W36x135 W40x3 2 • ' •.. �- � • W � " DATA. HIGH POINT ELEVATION BETWEEN DRAINS = 120'-6'. L _ _ _ � (119'-10') 5'-9' (� � q�- � e � '� _ � W18 3 � ' . W4px362 36x135 � � 4'-8' ^ 6'- s 5'-9' 6' ' 6'-3' 6'-3' 5'-7 4 6'-O s ^ W40 x 3 2 119'-O ` � �'� • . � • � � w (126'- ' 24 . � INDIGATES A SNEAR TAB CONNEGTION WITN 2 BOLT COLUMNS, SNEAR TAB = 3ja ' AND TOP AND BOTTOM STIFFENER ',� . � �O � m � � ^ 6 ^ � � � > PLATE AT COLUMN WEB = 3/a'. � `� � � � '� �' m ' O � � '� m '� � � ' � '� '� � m ` m m � � � b- 3x O ^ O O O O i x Q 4 x � x � � T.O.W. x m O � x x x x • � x x O W18 BEAM TO `O �1 . . .:. X j X j W 1 8 x�5 i i i N ' N ' B ' ': D c 0 c p N c0 4 � N N .� N N � � = 126 -6 ( W18 x 35 �0 � I � [1O � �O , °� � � � ^ � � ;o „ 5 PRECAST PANEL 3 S6.14 m � V � 3 v Q � m (119'-10'� � (119'-10') � v 53.01 ; i ' S3.01 3 3 RE� 4/55.01 cn � � • � �- 3 �- 3 v � � �= S5.01 3 x W24 x 62 [15] � Q (� m - -_ - - _ - - _ - - _ - - - - - W18x35 W18X35 8x35 Wt8X3 10 - _ -� - - � �,- - _ - - _ - - - s_ - � W 1 8 x 3 . , . . . . � 7'- %a u� '-2 f'a 6'-O' 5'-3 3/a 7'-9�Z' 6'-2 Ya 6'-2' 6'-9' 6'-1 O' 7'-2 � O O '� 2 (126'-7') � L1 Ol (119 -10 ) (11 '-1 O ) I (126 -7 ) � �a' 18 (126'-7') EDGE OF v � � x 2'-3�/ �n �n �n 4 . _� S6.01 ^ S6 4 A D FRAMING G n1 v cr� O � . . . SLAB I �� i � � S 5.0 1 I � E L E VATI O N SLL x x O x O ^ ^ � � m m c�n „ �n Q � � � 4 WIDE�x6 HEIGHT � I SI B SL�R �• '. � � • � • , . � •: . . . , . W18 35 _ �p ,-, ro ,'-'. � O � :� � :� s N � ! FLUSN ITH OUTSIDE �n � m � ARCN. ' - N N CC Q � � � v x �n 4 x O x O Q x ,� 4 4 i� � �o Q '0 4 'n Q 4 3 3 '" 3 `r � STU S EXTERIOR �p I 4 �p O 4 � � x � ,� � ^ � �n x � O � , � ^ PROVID EMBED FL'S � 4'-11 '3 I 6' 11Y2' 3u '-4Y2' � u 6'- 4Yz 3 '- g/a x O x� O � SI � k � o � O S 11 1 � � � FOR NA DRAIL POSTS - - _ � � ; � � � � � wL4 x bL . 6 � �5� � SHOWN Y ARGH AT �'� � S .Ol VYL4 x 6L W24 ,�� 6 ('') EACI-I P ST. PROVIDE W18 x 35 [15] [l0] `� [10] �•� � v Q - ^ - - - - - - - - - - - EMBED �' x 6' SG�. Wj - i- - - - -r- - W1 X 15l 1126�- � � n U L.L � 4-Y2' � x %2' N A.S. ►N1g x 35 ';� 18 x 35 v ♦ i� W18 35 W18 x 35 [IOl 4 � ^ P - - - - = - - '1� - `�' - �-' ' - Q " L.L �' - - - - - - - - - - - WAY - - - - - 10] 5 01 � X '; X '; J N `� N � W - � 4 - - - - - - 13 - - - „ - - - - - - � N N � . m m " � � $ � �n ,� � '� 4 m m 6.01 � 56.01 1O 7'-4' 3 " 7'-2' 3 ` � a � � X � u .�4 � l'�l ,-� � m 4 m ^ X � x � " � '� N .-. N .�. N .-. N � N 6.03 N � � > � � i � 3 Q � x O x x O � � � 4 '- i � , x •,o X '� X '� X �� X '� X '� x ' � � N � � � � 4 � �D � u � `J � � 4 X N (V N N N � N N N N N N N N � � �� \ y � � 56.01 4'-11 ' 6' 11Y2 3 '-4Yz 3 6'-4Y2 � 3'-83� 5'-33/a� 2'-8' 3'-4' 3'-9' '-8 5'-5' � 4'-5' '-3 '' 6'-10' � v 6'-2' � v 6'-O�/a � v b'-2Ya 3 6'-2' � 6'-q' � '" °�J `� 'J ^ � O 6' 1 '-6�'a 2'-73/a 6� RE• 52.21A FOR W12 x 19 � STEPPED SLAB 3 (126'-1 ') EXTENTS AND 56.16 4 f ' ` OVERFRAMING FOR f2 ' y ° - - - - °_, • n-�° W� g x 35 � i � SLAB SUPPORT 5616 � . � , � �� Q � - - _ - - _ - - _ - - _ - - - _ - - - - - �� - _ UO Wl x 71 [t5] � � W 4 x 94 [15l � W24 x 117 L301 • q k - - _ - � � _ _ � __� � 35 ' � � U26'-1 ') � - �� � t b r -- �; (�. � ,� -, ,. �i � ('� ' E r l� v ! "_ d � � Wlb x 36 [1 O � 8 �O 4 av 4 in >v 4 N � � x N ` . � a � � (126'-5') ;o Q S6. 4 � ^ � � � 6.00 N '�o � � � :~ �_ _ , . .� - � € z . W18 X 50 io u� . N i.���.,.,__�, . � �_. _� . . _, .. � x I W1 x 35 � � c0 -- � co � � � : � � ' CU [15 �n '� � '; � `� '� x ;; x � O � N 1 1 7 . �D 1 1 `O ! Q 0� X N `p N �O '_ N �O N `O N N -�-��1 � � 6, (il 5 6 �� � X � tt ^ ■i � � N � N 3 N 3 N � �'' +'��ry, �'��(7 � 2 x 72 ¢ � i� �o c0 � X �n i �o � �rL ,� ` (126 -1 ) � � x \ 6 00 YP W18x35 ECK , Q � W18 x 35 � W18 35 6� 6'-9' 7'-3' 6�-� 0 3�4 6'-2 Ys 6'-2' � \`�'� � `� R� j - - � - - - - - � �� � � - - � � - 0 � � N r 4 �?6. +s� c2' bx,'•i LEVEL 3 °� -,o W16 x 36 � 3 �n I ^ � S6.16 ,�J � � � c,26�-5-, � W, 8X5o � � � ' ENLARGED PLAN � - - - 15l 18 x 3 I Wl x 35 � W24 x 94 [15] � N � . . � � � � N S � - 5� 3 4� . - 0 � � � � �, o� . '� 26x,58 � AREA #2 4 '� 56 Ol :o W16 x 36 '� EDG OF p� � � 2 Q �� � SLA x i � S 4 (126 5 ) � w iD � � 6�6 � - - - - - - - - - - - - - W18 x 35 ,_ , 1 '- /a53�e Wl �' W18 > 35 [t l `�' W12 x 87 10 [15� x 3 � ' 3 • (126'-1 ') b ° S6.01 i i '�0 0 E � � ST IR LANDII G x 8 -4 /a o.�� � � � m , q� Q � X ' AN FRAMIN BY � � ry+, ;� S � � PLOTTED MAR �° ' � �n � � ST IR SUPPL ER � 3 11 ' �� �bb 6 CHK'D BY JRB ^ � 6� � � X � � � N i RE� ARCN. �O S6 Ol �0 � ��' � � � W16 X 36 . � x . Wt Wl x 35 W12 x 58 p N �� z6�-5�� � 3 W18 x 35 6•OO N X FJ [� �] (� 26�-� �� COPYRIGHT O 200B BY DAVIS PARTNERSHIP P C , ARCHITECTS � 4 [15] 4 � • • � o SIM. 2 �n 6' "� � W12x58 ¢ 3 „ 1 18x `'j [3O] t w, & ` W18 � 71 [3O] ' ' , 2 3 4 SHEETNUMBER > T - - - S6 01 'v - W12 x 58 � (126'-1 ')- - - o MATCHL INE 52.21 sb.o� b.o3 co SS6 x 6 x � x 3 � � - - Z - � . . � . . . � . . • . . . . . . . � . . . . � . . . . � . � � MATCHLINE 52.20 � - - - W16x36 � 13 X � � 5 ' °��° - ^ ^ '" " " � , " � �w� � �5O D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 N � O � t.) I 2 3 4 5 6 7 8 9 10 OVERALL GRID TO GRID 5'-2' 10'-3' 7'-11Ya 18'-9' 11 '-73/a 6'-O" 5'-5' 10'- 4 ` 21 �-43/4 19'-tYa 27'-5Ya � ° ' • - � Archit ts � � Q � i i i i i � t i � 1 '-6Y2 � Q 2'-1 ' 2'-9' 2'-9' 2'-SY2' O � Q Q Q Q Q 3'-4Ya 123 -7' . . � q — — — — — Y � y � � � � Y � � Y � � 2301 BLAKE ST , STE #100 � � � � � � I � � � � � � � �— �[ p �[ Q ` �;t �t •C( 'St �t DENVER, COLORADO 80205 � � n r� i. i. y i. n � i. � ,� �[ ,� � 0 c� 2 K � � 4 y � m r,�,, � N n ,� 303 861 8555 F 303 861 3027 u, �� Q I O I I � N �� I O I +� � N S=2150 PLF � j ,o I I i � W, gX � � � � � � � X 0 2 2 5 M A I N S T R E E T U N I T C 1 0 1 EDWARDS, COLORADO 81632 I u- I I °- I O �� 23 �� W � W � � 970 926 8960 F 970 926 8961 � � a � � a I � \ z Z _,:3 c0 I � I I o 4 I cn � o = = 3°`. j � � � � I I �n � � I �. — I I I � 2oic � I W18 I I I I I � 'v � � (t23' I I I a I I 6' CONCR TE -,� B - - - - - - - - - - � I I - - - � I I �URB T.O. , . _ _ �� I O � O y 12 '-4' , 3 (W26 O � 1 � i � r � � � W18 , (119'- � I D6 STA ;o � TRE , Q RE• I W18 x 35 (w26 _ � (124'-11 ') S t r u c t u r a I c - - - - - � - - - _ k _ � _ � _ _ Consultants 0 0 � � � 2 - - - = - - Incorporated I � Q � `� 3400 E. Bayaud Avenue #300 � Q � �r Denver, Colorado 80209 � ' " (303) 399- 5154, FAX (303) 333- 9501 ip I � � � ^+ Cmoil Info�xi— dcnvci �.vn � � J J i I � I i � �� SCI Job Number. 04- 187 � � � `O — RE� S2.21D FOR ISSUE/REVISION DATE NO. p � I ' � ADDITIONAL u? N ( ( INFORMATION W N � � IN POOL AREA CD PERMIT SET 010CT07 f � � � STRUCTURAL CDS 01NOV07 p — — — — — — — — — — — — — — � � � _ � � � �.°' �� %� �� " � TOV RESPONSE 12DEC07 �j 1 , � I � ° � � ' � , � = _, ,. CCD #10 24JAN08 Q ^ : ( � . � � . � . �, � ' '' , ,3, , °; •° „ _ � - _ ' ,,,•�� � � � � Y � � - -r— � � ;.��. � �� _ t ��` TOV RESPONSE 11FE608 3 � � � �� � ' .. � � �': � , � � 1 _. ..... _ ._.. � .._.. _.... _ ..._ ...� � CCD #24 23APR08 � ` 375K 375K . ` 320K 225K 425K � E — — — — — -- ��� --- — — —_ — — — — _ ` � � CONSTRUCTION DOCUMENTS 08AUG08 , - ..... ..,.. - - - — - - �O 75K cA r� tn f � � d . ; , , � _ ( (..- .,.. ...,. .,..... � o ..._ g x � g ( � TOV UPDATE SET 10SEP08 i `0 26'-7' �� x � � � I F - - - - _ _ _ � t126'-7lI � � � _ :i D8 � p � d . m � _ �. �; �� m � i I � �' -53/4 - � - �o � _ _ _ _._ _ __ �._ �_ _ _ � _ _ _ _ .___ W18 x 35 � „ � __ _� _�. _ _ � � __ _ _ � � ____ _ �_ _ _. �._._ ._ _ .___. _ � __ .._ _ (119'-� t .� _ _ _ __.. � _ � __ ____ __ __.�_____ � _ ! s G — — — — — — - - � �� � _ � � � �. � Pap REGISTF I � . . � �. N .,,.. . . ... � , m Q `� . � �. , � pQ;. p�OY @,y •.;�O r 120'-4' 6'-5' 6'-1 ' y �� w� ; r F ` �i - �fJ �.��v� 9,�.c�`: _ y � ` , y� .. - � ` - X' . 0 9 � 1 � � � 6' �+ � � a ; � : � . y � ' � • • � E >. , � � � � � � �,�„��p .` � `� � ' ;�, S Z �. } ��4 H - - - - - - - - `^ � ' ` �0,9•. :�� .� ' - � F';; + ~ • � � Q � ' O � � � . H .�� �� `�' s � � : - s„�. FSSIONP� 6-� —(o _ag LEVEL 3 ENLAf� GED PLAN AREA 2 � �=� �-o� �° W18x35 � � ����. �� � n� � �� i - � : � � �� � . � � � � . � . � NOTES � � , � �.; i � X � x 1 . RE� S2.21 FOR PLAN NOTES, •� � � � � `� " � ` 5 � 2 �� INDICATE DRAG FORCES TO BE APPLIED TO DRAG BEAM CONNEGTIONS AND PREGAST EMBEDS. � I � 1 - � ,,, ' 3 FOR STEEL CONNECTION TO PRECAST RE PLAN SECTIONS ON S2.08. � � � l ° ' � s = 4. FOR STEEL TO STEEL CONNECTIONS USE CONNECTION SCHEDULE S-2 ON S1 .00A U N O. � y � � ° � ' f I 6 O O � > 5 DS-'X' INDIGATES DRAG STRUT CONNECTION RE� SCI-IEDULE 51 ,OOA. � h,;, - _ � 6 R-'X' INDICATES UNIQUE CONNECTION DESIGN RE� LOCATION SPECIFIG PLAN SECTIONS AND TABLE • ; • • ' - ' � � : �: '� � ' " ^ � PROVIDED ON THIS SHEET. R-1 ; PROVIDE CONNECTION AS DETAILED IN 9/S5.00 TYP. AT PRECAST GIRDER. � 1 � � � � • 7, 5-'X' INDICATES CONNECTION PER SCHEDULES SNOWN ON S100A I ' ' '' � 8, � INDIGATES TOP OF SLAB AT NIGNER ELEVATIONS. _ _ _ _ _ � ox J � - � � - - �- - � � 9 �� INDICATES STEEL DECK TYPE AND DIREGTION OF SPAN (2-SPAN MINIMUM), RE• SHEET S1 .00 FOR STEEL - DECK SGNEDULE, AND ATTACNMENT OF DECK TO STEEL FRAMING. K •� _ ^ _ _ _ � � ^ _ „� N � '�. _ 4 � � f )� a �/� . . . . E =�ocx � ALL DRAG FORCES � �K i° ;� Q 10 � INDICATES SERVICE LEVEL DIAPHRAGM SEISMIC SHEAR FOR TRANSMITTED TO PRECAST WALL i SNOWN ON TNIS � � � i ` ( , > o il . -�—► INDICATES SERVICE LEVEL DIAPNRAGM SOIL SNEAR FOR TRANSMITTED TO PRECAST WALL • N DRAWING ARE � . . , :- ' J m SERVICE LEVEL •0 SOIL LOADS ` � � Y : ` �� � > %, � � � v . � v , r. � W .. L - - - - - 50K ci� t `. 'O ' ; =; ` �r �/ � � . ' , • �'751� 150K > � LL� 40 60 35 �� 55�K ° � � w m � � �� � � � � � � �^ � . r . � � Q" � < _ I Q , s ry "r Q \ \ � .: ' , � ' . '.. s �,. �o . 4 . � , k , ' , �� � � � � ,. . ` - - - - - � � � �� � � „ � � � M ° � -t �� � � �;� — — — bti , � � OK � � ; � � � . � ` ,;< : � �" A �� k � � �- s � r � � � � "`� ° � � � � � T r � �t � .; � f 3 � . � �/� � / j � .l hS�. E,e.::� � r1 ia,° z.'� !�a '�h r x S. � ,3',�, ,�. x i ,C.r z .�3`{5 '> „ > � � r,Et .;w a'&'.,,r � r ���, :: � ..� � � � .; " � f .,. � � a 4 y .; s ,�k �,f3'k a� 5 a �1;� g. < � � � ( . ti 20K . � R � :�� � � ' > t'�'' � �� � . � � N .� ' � .� � � ' `� i ` . ° � � •r � t ' * � ; t �d -T �s,,. ,.�z" � i v w, v � .., a 4 y . 3'� ;�.� st.. .�i �:e1r. , E.;� l� m .`kHroe.��°. -w a '.,«: - „ , �: � -..� �� a�.., c r . y. �uP. '.� 'fr .d .s � I � x � � . .P. z � �_�� � W . J'4� v'�.'1 :.�.' � +„ � � � � � �� S y5 ' .,. � , � 2 .. , d J'3 5 Y' E � � � � � � � � ,.. � S y /.'4 � � � � � � � � � � i _ t} a pw �"' " � � � � r_ a3 ',, ,ciy '_� i ' , '! �r i `! �x,.,.�1>Y � r � S �' :.k ..Yj � � Lx £ y., : � .� .qq .%� .:I .,4+"d �'"' , Ea Y "i � .4. ... vY . 6 •. � � � .. ..?A 1 ,. . Y" ,� � . , .� . , ;°� ,r L — — — °�,,�y � ,., , x,� :: . � : r �, . P il��t? h.aY. i^.Z,. /. � Sq y �3. .. : C' 1.. � ! . F ' / / / ',. Y . ^5 15 ' � . N Y 1 Y+ � � . . . �. � . . t a1 � : m' { l . _ • • • , . . n. . � .. ... . n `F� . � , �� , . ��'. . , � � � 6 � Y � { �� / �� , � _ � yq � . � C� � U � 4 , y , � � � � � 6. � � P — — — — — — ' � � — — — — � — � — � J . ` S w _ � ' ' Q v � , a r �/ I a i _ i , � f' / � � � � 3'-113/a � � � � � t � � � � � � N . �� m ��D _ � « � , -� � ` . .. 4'-5' � � f` � ; r VJ � � � �� _ � � �;� � ;o � � a � t � � , r_ _ y . v _ _� �_ �� Q - - - - - - � - � - - - — , _ `- °f . � � • . ... ., . .f � � ..�, �� n ^ � ... r^ {`l � A 126 -1 O ' ` ' '� � r ,: . , �' � t �.y � r .. S . : , i � � � �� � � � � ' r r:a � p � , ., t � � v - . , r � , ...._�..._ �.�.�- .o � __ _•._ - -'-' _ •"" 4 � � � � „ y � .... ..yr � GV Y . � ..4 � S ( �� � F � � r � ! ! � � .. ti � � � � � � \ _ . . .. 3.A� �YA _ " g R — — — — — — r �� � — , �� s — — — — — � - - � ;- s�;; � °� � � ° �� ��� ' LEVEL 3 � . ; , , , � , � , �; � � ; � . � � � � � 9% � � � 9 ENLARGED SLAB PLAN f ,� Q �° N �. � u : � � z � � � � � � N � � : n - :'. ., ' , , X / r � ¢ - - - - - - . , � � � 4 y - - - - - - - AREA #2 . � � = t � �- k � �; 126'-1 O' � ; w � ° �y ' - �� �; �� y , �, � , `° r a ' � �I r :. � _ _ . .� � . , . . i � p:.� rk '�O , : � " , � �., , � .. ' . ° �� � •1 \ 4v�.�� .. ' .. ; ys ' � .. / [ { �. �� ' ' o '� � � � PLOTTED MAR R- i� _ `� m � � � � � i � � �� � CHK'D BY JRB rwi� D�� ` " T � W N. � �� , .. N 4 . r �" , � ` � ' '" x '` �: ^ � RE� SL08 FOR COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � ° � '` .� n 'r R � ` � � - 1 e. . ` 4 � ; ✓ > � " ' F � � � � � COORDINATE 2 3 Q� SHEETNUMBE�. � ` � POINTS > T — — — — — � _ '° a ` � � . � ^ , � � ' ' _ ' — — � — � - - o MATCHLINE 52.21A � z � . . � . . � . �� � . . . �.� . . . . � �.r � ` . , .rrri . � . . . . . � . . � . . � . , � � - MATCHLINE S2.20A � - - - - - - 4'-5. . ' � 5 ■ � , D . P .A. PROJECT # 06232 . 00 � - SCI PROJECT # 04- 187 N � O � (� � LL M \ � 2 3 4 5 6 7 8 q �p OVERALL GRID TO GRID 5'-2' 10'-3' 7'-11Ya 18'-9' 11 '-73/a 6'-O' 5'-5' 10'- 4 ' 21 '-43/a 19'-1Ya 27'-5Ya . 0 � � • ' � Qt"Chlt tS � � o � � � � � � � � � � � � w � - • 'o � y � � A - - - - - 2301 BLAKE ST., STE #100 O I I I —� I � m N DENVER, COLORADO 80205 � � � I I I i � � � N � N 303 861 8555 F 303 861 .3027 AT AT AT AT AT AT AT AT T T AT � I I I I � � � 0225 MAIN STREET . UNIT C101 I I I I � EDWARDS , COLORADO 81632 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - � II � � Z Z 970 .926 8960 F 970 926 8961 •� I I I � � s s _ as � � � I ) U U � - - — � I I � t° ._ .� —�-� s � • � II ' � s AS � I I � � � � I II II g _ ' _ - _ - - _ - - - � I I I I , - - - - - _ AS 5 m 5 AS i � � � � I AP AF AF AF � AF AF `� AF AF i AF AF � AE � � _ . I - - � _ _ L L L L L L L L L � AP AF AF AF AF AF m AF AF AF AF AE , � - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - — — — - - — � 3'-O' � I � AU AU AU AU AU AU AU AU U U AU � AU ' � _ � I , , Structural (; - - - - _ (19') (19') - - - - - (21 ') (21 ') (22') (22') - - - - (23') (23') (23') I ' �, . - - _ - _ _ - - - - _ �. � Consul tan ts � � � � � , Incorporated � S•� S AS I � � 3400 E. Bavaud Avenue �300 I Denver, Colorado 80209 � - - - - i I i • (303) 399- Em5a I Info�s03�den ercom1 v i � I I AF AF i AF AF AF AF � AF AF AF SCI Job Number: 04- 187 �o 1 ISSUE/REVISION DATE NO. S S AS � I � I . � _ AS - � - - � � AF ^ � CCD #24 23APR08 - I Q p - _ _ _ _ _ _ •�;, m � - CCD #32 18JUN08 � L � L L L N L L L L _ _ _ � o � � {_ CCD #38 25JUN08 Q - - - - - - - - - - - - - - - - - - - - - - � � � �� � i. -^ j I ^ AF AF `� AF AF AF AF AF , AF CONSTRUCTION DOCUMENTS 08AUG08 � 'p ii 6'- 4 ' 9'-4' 3'-13/a � �-43�4 � � - - - _ � � � � � � � AF � qp TOV UPDATE SET 10SEP08 i ' � , T � AU � AS � L I A 1 �.. a — ,._..._. � —�— E ' - - - - - . � � - - - - -- - - � - - - - - - - - - _ O 3'-lY2 � 2'-9�/a � I �, 1 .� � • � � � � � � F - - - - _ _ I f Au ' �--� _ � - �' ..- - � _ ..� I A r AU AS S c� AS - - .,._ _ Q - � — _ I 1 2 •,o � i � � �— I AE AF AF AE � A Q I 1 - - _ AB� - -�-- AU AU AU AU AU AU AU AU I p- 1 '� �14�� AL G - - - - - - - - — N ' � p REGIST O � � 3'-O' ,� � � BELOW AM � � -m'� AG AG AG AG AG G AG (2 Q,O .. . . . . . �.Fq LEVEL 3 ENLARGED n L�U _ — AU — _ AU _ - - AU - - AU AS � , - _ _ _ {24.38., o . �oY Bq . o �co - - AG AV I AV (26') AU ' v , . . . � o�QQ� 9� F � (19.17 ) (20.92 ) (22.54 ) �: o : ENETf�ATION PLAN Af�EA 2 ,�--, �-o- � t � N � � AG AG AG AG AG (24.38') AG � AG (2 H - - - - - _ AS 26-) I ic� U 'v ' ��v . � - - - - - � - - _ A•� •�:��c, •• . . . . ••• �C� NOTES� ALL AF AND AE � � � AG AG AG AG AG (24.38') AG AG (2 � FSSIONP� � 1 . RE� S2.21 FOR ADDITIONAL PLAN NOTES. PENETRATIONS ARE A �'-9�X `* � v pcl _� � _ n � •� (16') FROM T.O.S. TO � N cn � . 2. RE� S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. n OF PENETRATIONS , '��ro p• (1917') (20.92') (22.54') � BETWEEN GRID LINES IAS � � . � � EANDM .� ' N � AG �I73I4� 2 � AU AU AU AU AU AV (22') � (153/a') � 18 60') 4._�. � 3,_8. �v — - - - - - - - AV AV V V AV I O � (5 %a') .m � . AU AU AU AU AU AU AU �22�� �22�� �z2�� �26') (26') � � � — _ — _ _ — _ — _ _ _ _ _ _ _ _ _ AU AU U U AG AF AE AE AE AF `O AE A i AU _ � � - - - - O - - - - - - �23') � 3 ' , � O - - - - - m O J _ _ _ _ _ _ � ' � ' ' -,� AF AE AE AE AF -� AE A .� 2 � � � AT '. - - - - - - ' K - - _ _ iD _ AT AT AT > �. � .-- • N ` • . i ` � � � - � •� v � _ � � _ ' � ' � ' : , -� _ ';� rn AT '` � � ,. , � � �— � � �N i AS AS i AS ;� AS AS AS AS in ' � • ' � � 'n U � `, � i � N AF AE AE AE AF N -�, AE A m - - - - - - - - - - - - - - - - - .� �• � "' • - - - - - � '-3' 2'-8Y 3'-O�/ ' 6'-4Y' 3'-8Ys '-9�/ ' � ; _. � � � � � � � � .� . � '-O' 9'-5 8 5'- ' 4'-6' 5'-O' 4'-7' , 4'-9' � ,, . . i "� W ' � 2•-� 0 • � � IAU ATI (23') AUI (23') IAS IAS IAS �� ' ' i � � i � � L - - - - _ ' ° � r � � � _ ' �� � W W � W W w w ` , 5 AF AE AI AF U3') AF AF � � w � - - - - - - - - - - - - - - : � T T T 5 5 S 5 �12') �12' � .� o � 8'-5 /s 1 '-83/a ,; , � - � - - - � - - . _ , � � Z M - - - - - � � � Y ' u ~ � -�N T - - - T N _ S _ 5 O AP Q - , . � _ _ _ _ � _ (13') A � AP � � �� W T X W W W W . 2'-6' 2'-6' � � � m �c0 i � � O � - ; - - - - - - _ m S W W -m �? W W W in AP � ' -9 � C.� � � - - � W W W W W W i S � S S 6 - - - .� - - - � - 4�_p• 5�_ - � O Q � N _ _ _ _ _ � _ ' S N ' _ - - - - ' - - ` W _ 5 _ w - � 0 Q � � ' '' . � � � ' ^ ` � N N � � ' � Q Q � � , _ � . — N — — — — — — 5 � T _ � S S N S 5 S � a `O W — — I�I — — — — — — N — ' ' t �� � - - - - - - - - W �o �o S T _ S S _ � _ S S _ S N _ AP (1�4P J W O W w < - �ei. - ^' =' � -a- - AP AP ''' ` 'J � � N - - - - - - W T S T S A A AP AP AP AP � � � 5� 3 � O O . . , � U � � 3 -O 3�-�� i V � . � 3�' �i' 2' 6' 3'-6' 5' q' 3'-6' X 3rfb � � ' i � � i � � i � . � 5"� � A' 3� 3' 3' 3'-11 ' 3'-4 ' '-O' 4'-O' S'-O' 5'-9 4 '-3%a 3'-6' 6'-O' S'-7Ys 4'-O' S'-O P - - - - - _ • � � 2, - e,,,, � _ - - - - .. AA T T W W 3� � 2'-1 ' _ � � T � T S S S S S S T O i� � � ` m � � I - - - - - - - - - T _ in — 'N .V — — — — — — — — — — O � �� � �/ � � �O � � i � � i � T - ;� � � '�' > LL N \ N � . �� - � o N _ r _ _ _ _ _ _ _ _ _ T _ o � � - r - - - - - - - - - O O i� � T � S � � - - - - , 6Yd - - - . - - 3 � 3 -1 ' 4 5'- 3'-O' 4'- ' 3'-O' S'-O' 7'-O' 6'-O' a � 7'-6' S'-q' 5'-35/8 � � ;0 3._ Yz. 2 6, 3._�. 3'_43/ 5 -9' 1 I , a_ _ v __ . _„� _ 1 _.,._ V. _,.�. � � O in � i W � � i 2� � n � � ' � � • ' . _ �- _ _ � _ _ �:. :., '� � _ -� V iT iT W t = ' T � T � T � AO � � AP � AP � AP I AP I AP API API I �) � �� x _ I Q � _ — � „ " ^+ n n r �, . r, � 1 � � e a 3'-O' � 3'-6Ya � n _ X � _ � (13' - - � ' E � E`' � ` ; , N , < <_ T r� � T W W S W W T . . �" ' - � � � 5 W W W �"° W W W W , ..�_� �. _ � ' � � -t a' � � N � T I � � � i � � � � — � � — t I i0 � � IIIIIIN IIII � � � � � T ¢ IIII i °° � T � w � W � S � W � W iT W � S � W � W � W W W W W , � Q - r - - - � i i i i i i � 3' p' �2'-6' �2'-6' �2'-6'� ' � m\`° -� _ _ - - 3 '� .� - I . _ `� N � � � � � T LEVEL 3 ENLARGED N � � � IT IW IW IS IW IW IT � X i m\`� I� I r I 'o Ap AP (14") � _ _ _ _ � � � W iW i Iw iW -m AP AP i PENETRATION PLAN S AREA #2 � - - - - - - - - - - v, 3'-9' 2'-6' �2'- ' �2'-6'� 2'-6' � 2'-6• �2'-6• � ' � • 5'- ' �� I i� i i i i � T .�'� � 6'-O' � 8'-O' � � g'-4 � � — T � W � W iS � W iW � T IW IW I IW IW � � . � ic� T 3'-O' m W � ' O X I � ' � � � � � - t • ' ! ' � � � PLOTTED MAR O i i i i i � in i , ¢ x i I I I I I _ � S Q W W W W T � � CHK'D BY JRB o T W W S W W T � O 2 I • I I I I I T � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � '` 3'-9' 6'- 4'-6' 2'-6' 2'-6' T p • � I I 1 I 1 O 2 3 4 SHEETNUMBER ' T - - _ _ � � � , s � c x x x ao v , � � Z _ � . -r x x � � � � - ' - - - � - o �� . . � . . �■ . . . . . � . . . �� � . . I . * T . � . . . . �� . . . . � . 5 ■ � MATCHLINE S2.20B r I D . P .A. PROJECT # 06232 . 00 � � � � � _ - - - - - - - $ SCI PROJECT # 04- 187 0 � U LL � � • � � Qt"Crllt t$ . . � . -+' 23Q1 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 0225 MAIN STREET UNIT C101 EDWARDS, COLORADO 81632 970 926 8960 F 970 926 8961 7 8 9 10 . ' � � � 1 O'-4' 21 �-43/4 19'-lYe Structural � � Consul tan ts ' ' Incorporated � � I I 3400 E. Bayaud Avenue #300 � � � g Denver, Colorado 80209 � � S6.10 (,SUS) 3yy- 5154, FAX (3U3) 333- y5U1 Email InfoC�sci— denver com � I I � t SCI Job Number: 04- 187 I I 6�-6� Wgx24 POST I W8 x 24 P ST W8 x 24 POST AT ACH BEAM W8 X 24 POST ISSUE/REVISION DATE NO. � � AT EACI-I BEAM AT EAG4-I BEAM AL G POOL AT EACN BEAM ALONG P OL ALONG POOL , RE� 5/56.10 ALONG POOL I ( RE� 15/S6. O RE� 15/5610 N RE� 15/S610 CCD #29 06JUN08 (; - �--- - - - - - - - - - - - - - - I I " - - - - I I W24x55 � � � _. _._.. � - - - � - - - =='= - - - - — == — � - - - - ==="`�" - - == - - - - - - �" - - - - - - - - -==` .,,�,,,.. � _ _ _ � _ � _� _ CONSTRUCTION DOCUMENTS 08AUG08 � � I (119'-10') - - - - - — — _ — - - - - - � — - - - - - -- - — — - � - - - - i -- - - - - - - - - - - �� � TOV UPDATE SET 10SEP08 8' NORIZONTAL I ( �� � 6�' VERTIGAL PRECAST WALL I I �� PANEL BELOW I I CONCRETE � o WALL TYP. { I I �� Q � � � W36x135 W36x135 � � � � � U19'-10') (119'-10') �n � �° � _ w , 1 '-O' 2'-5Y2'� I � ! � � 120'-4 " � ;:� � i ' I � POST ^��'� I I "�R"`� ,00 SSF � I I �,nl � � s�, + I I I ti � "+, I I � ��+ �� � � 4 � � � � Qo i _� . .,�, .� �,,,x,, R�,W,. � �,.�,. , ..�.�,. 8 ,� ,� .�.,. ,�� ..,.� � �,� � "`�`I AND W ^ � W24 x 55 �,.. ..,.... ...,.,« ��,, �, � ..u....� ....�..:... . . �. .,,.�..,�'°�..... m. ..F,. , .,..� , ;,� POST REGISTF (119'-10 ) , I W18 x 35 �,�:' R�Y Bq '•:�O � _ o �Q.O , . . . . . .� 9 ��;� 12 (119�-10-) 12 c, • �`` `�� . �f- : . � • �;� � ; 0 0 . . � � ���� S6.12 � � S6.12 POST � � � �� � '� � � � � �'• '� � • �: � � I I �O • .. . . .•. ��c� . � 6• cMU I 8Ys ' SSIONP�- p9 —fo -a� � � � I • �^ � I I , �� I I ��� � � � � � �� I I GONCRETE � ( � COLUMN 3�-9� 8' 3'-4' s� I I BELOW i �+ya �+��, �+yp . °� I �+ �+ i i �+ p - - - - ,� _ _ _ _ J. -- - - - - - — - - - - `2 - — - ' 1' 0�, •� ,� o�, •� ,�. o�, • ' � .o ys Q � , Q � , � � Q � �;'� OSTv+ I � ' ' W18x35 18x35 _ � "�;�;1 I I 2•-p�/a 3'- 4 ' u+ i cU - - - - - - (119'-10') �119'-10') - - - �.��1 � 9 I � +`a � I I � � � :� � � I I +�a .� W18 x 35 +P � I I P U19'-10') ���` ,� ' � �,� � � � � D�+ � 0� '� i 1 � � I I �,�� �� � Q � 'v' r , V S6.17 �" I I I W18 x 35 QO � �s���� I I ^ � I I (119'-1 O') W18 x 35 W18 x 35 '� � O �I I I ,S, 1 '-OYa 8'-O%a f119'-10') i (119'-10') - - - - - - - - W .. �1 I I o SSF \ / � ,S, I I sj. +� � POST SIM. �+�' I A .S,�� . _ � � , � o SS4 I I +4 ys � a i , � 8 tis n ��+ � osT F+ � � �y � W S� 4 � � O SF 6.00 a 6 00 p SA a 6%z ' CONCRETE �� �� F+y `� �L z , y� I I � 'S� +"I I � � S� +� �'� �'� WALL Q� +� cn � A� SS4 � S6.14 ���',.� 9 � � �� � � .�..,�:� 1 �'Zi�fb � 2'_`�y'2 � � �. � .�� . ,� O `�' �,`. I �. ,� �� � �,. .,, , .,.,. ��„ „�,_ , ,,,,� � . � � �� Sj, +F S� 6s _ � � �,..,� .�.�:� ���,. J .n, .,.� �;,,�. _„ � �.��,,..-���,:::�Rx.._.. �_ �.�,r.. � .�,� �.m,on.,. , � ,� �� W18 x 35 � + O O � ��-I � • 'r � • �S'�+6 • �o WALL �GRETE � T.O.W. STEP U19'-10') � � O � �° N ° � -^ W24 x 55 � � S � W24 x 55 .. '_ � - 11q -10' T.O.W. � _ ., - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - = - - - - - - � o >- E � W40x362 ,..,,,., : � W40x362 - - - - - - - _ - - � -- - + - - � � � � (119'-10') `� � (119'-10') "'� � � �.,� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� , �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �C r �� 2'-5Yz � . / �"� W24 X 55 4'-IOYi � W24 X 55 J � O w � � D�+1a �� � U19'-10') � U19'-10') � J ^ � ,t / � � � .c, Q,—�• �; •�n 0 ,c, � f,�' l'(�Nl' 12FTF '" � I..I� • �� �` I I � � x �n � x � X p WALL ;� �--- Q p � �� � 6h' CONCRETE � x �n � � � v � ; � ,� v � � I �?'Qp� I I WALL � 3 ��., X S6.14 3 ��'., a- U � - ' I I ^ `�` 3 � � `° � t4 c� � .� _.� . ,A. �., q . � , � ,� . �� ..� ,�.,..,... :n -� 3�4 f� v..,,,� �_�_� ..,_ ..�....� �.,.�. �,�,_ � �„_.,.____ .� »� � 18 x 35 � � 56.12 6 �' CONGRETE 5 W24 x 55 � ���`"x.5 �`f/�1�"��:�5� �� - - a J � �j (119'-10') '� WALL g � S6.17 �119'-10') � ��� 1L�,10.'l� °°� ~� 11�'wJ�.?�}�°�° �� m •• �1 i i � � �� •, W - (� � S6.17 � ;o W36x135 W3 ��SP�� ;��fV 6 ���.�~° �\ � � F - - - - �� I � - - - - - - - - ��� - - � / � . �� � � �,+a � �O � �`'�` ��i'� � � �� � � I I � `���P'vo`� 19 �`7'P�i�� � Q Q W I I 14 �8 •���, 0 I I S6.03 � � , , 6 � HANGER� � � m � /� I 1 -OY2 � � I-IANGER � U O ,-� ° - � -- -- � _ _. . _ 5 V J � � 6�' CONGRETE �1 6'-6' 5'-O' ; � � � I ( WALL �� , ,, f ° — - a � � y ' I I , � � i � � �� i �J � n r � � Y J ' �A P f < <> � ° t �M r � , ,_ . . � � � � ; LEVEL 3 � L. EVE � 3 ENLARGED PQOL F �2AMING PLAN AREA 2 3�-=, �-o- ENLARGED POOL _ - � NOTES: FRAMING PLAN � 1 . RE• 52.21 FOR PLAN NOTES. N AREA #2 � �, � � � � PLOTTED MAR 0 � v"', CHK'D BY JRB w � ¢ COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS G C � 0 SHEETNUMBER J Q � LL � o ' ,� 5 ■ � _ D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 � .� 0 � � � � � � • � � AI'Chlt t$ . , r, ' � 2301 BLAKE ST , STE 00 DENVER, COLORADO 80205 303 861 .8555 F 303 861 3027 0225 MAIN STREET UNIT C101 EDWARDS, COLORADO 81632 970 926 8960 F 970 926 8961 7 8 9 10 , � � , � � " 21 �-43/4 19'-lYs 1 O'-4' - Structural Consultants ; ; Incorporated I I 3400 E. Bayaud Avenue #300 I I 10'- 3Yz I I nF GI Q � , ED onlvel^f C�lorado ` 80209 f i '-O' EDGE (303) 399- 5154, FAX (3�3) 333- 9501 I I (RE� NOTE 2) � SCI Job Number. 04- 187 � I I R � I I � 5 � +�°' W8x24 ALONG 56.10 +P ISSUE/REVISION DATE NO. � � PERIMETER OF � ' � � I �D� I I POOL 11 PLACES I I WEB I-IORIZONTAL � : �. � .�� �� CCD #29 06JUN08 (; — - - - - - - - � �:,�... � � � �,� � - - - - - - � � � �� ��..,...,�.V �.�.,�.,�: � .�„� �.�°�°~� �°~� �.�,� I I # � �..,.� �.... ..� . �. �. � _ . �.... .. I I �, .w .�,�„� ��.; ,.m��,..� w�.x�... ��. °� ,��...:� � .�,.�,��..�,� �.m. ,�,�.,�.,, _ x,�.�... .. � �.� � ,.�.. � .� �,.. �� .u �...��..�.,� � ° ,�_„ ._. � ,,, � .�,��� ,.W ,..�, �,� .�� � � .���., �� �, �.�, � � _ _ ,., . � � �,,. ��,, �r� .�.. _ � � � .,,.�. . .,.�,.. .�.�..... „m.�,., � _. . � _ ,,�.. ,�,..... ._. �. �,.,M,,,.. � �,�., � �.�.... 10SEP08 � , , � .:�� , �, .__.. . , . . . � �,°:.�.. �.,..�,.._. i � � ,�... .._.. ,.�. -�.�..,. �.»..�—��..... ��»x �— ,.� �.�. .�—,..�,,. _, �,� ,�„ ...� .�,.,,� .. � .,�„n.�„ �,,, � � __ ._,.. , . .�,. _ �.. � ,�,�m.° _ � �»�.,�.�.���..�,�,..�.�.,�,..�.�w��. �,M, �,..� ��w,.,n,�,�w.� ,�,�. .,. .�,, _�....,�. �u...,.., ,,� .�,�.,x„�.n�,.�...� �,,a�.� u..�,�.,_.�xw�,�.�,�...�. .�...v.,�.��__.� ._ ��,.,�_,,,,,.�,,�.,� ,_� .: .. ,� �,. ���.�...,,�,�,.M,,�.�.��.,..�_ .� �,.4 ._ � � ., � .�„�..���..,. ��.q. ,�,�.M��� r , � I I `°" x TOV UPDATE SET 1 ., � �. � . � • w W8 x 24 W8 x 24 W8 x 24 W8 x 24 W8 x 24 W8 x 24 WS x 24 WS x 24 � : I I 15 � �M 3 PLCS 3 PLCS � 3 PLCS 3 PLCS 3 PLCS 3 PLCS 3 PLCS � • • � 3 PLCS � ,�, I I 56J0 � � � ,���e�°,�:� * � � �"� ^ � � �� � I I POOL FRAMING �°� � �� � I I BY POOL SUPPLIER � 20 � � � � � � � S6.10 � �� 3'-5Y2 I I 6'-6' �� � � 3 2'-57�'� � 10Yi �`�� PLCS � � � I I � 5 '1 w 1 '-2Yz � � I I 56.10 '�° W8 x 24 3 PLACES 2 � � I I I � �� � WEB NORIZONTAL � � 56.17 � �,..,„,,,� � � I I O � RE� 15/56.10 � ��� 'O �;�.�:�� ���, -�� .., . .Mr� . � � � � �� p0 REG/ T �" �„� � �p. , , . . . . . :� F9 �, � � � ��.� O�4 �Q� RO Y eq���F� ,�:n". f r . � a»sszrmnws- � �muz • O . a ,«,�,��� pO i ,.��,.��� � v• � � . ' Wt2x26 �K �� � � � � � �� • . 3 . •� .o • • � ' � . ��.: � ; 1 °� �.�„ � .�. • a � . . . . . . c� (125 -O/a ') �� ��� 4' EDGE OF SLAB � ��- 90,c •• � (RE� NOTE 21 � SIONA�-� p � .. rQ � �J � . � W12x26 � � � ';� .�». (125'-O%a') tfl [0 � ...,� �.�° �` �'� � � ,_Qj J 2'-7%a 6'-2' EDGE OF SLAB �,, � ��I� � ��' cn `� cn �' , � - . Q REGNOTE 2LA8 1 '-8' 1 '-4' .�,� '� � �� � � RE� NOTE 2 2 u. W tL W 2 -7 /a 5 -2' c1 c� � 8' 3'-4 ' .n.�p ��� , �"°" 56.17 COLUMN REACTION � O � O 4 2 � W y ya ��. :=�� � � `�" �'� ON PRECAST COLUMN W Z W Z 3 ,�P ya p O i i + � � S6,17 � � � � = 950K p �j p �j 2 �+ S6.17 + S6.17 ss I I +p � �T,�. � � � W oc W nc S6,17 + �+� W Z ��` �+ �� � �.,.�.. � � � S6.17 �� ,� \?'�� �C W nulc � F± � � .T� �� � �� �{ � � `� p� �� — — — ° _ � _ �.. �..,.,�,�. ,���,�,. — — — � . �.�, _ ,,�� .,_.,,,., � w .. ,. ...._.,o. �.d „� p - - - - - �.,,�. � �,� _ _ .a . �.�,�� � ��.,,.,�..: � s .� �.� � ..���. : � � � .._�_._ _ � .. .�. ,w. ww 4. .. �. �..� ... A �.�. ,,�,p �, � �..�,,, ��., ..�..., , m .���.v�,,��»�, � �,E ,� ,w. ,�x � � .,� ,��, ,��,,�.�., � ,� . �..n�, � � �.� � � �. �,� � .s �. . r �,.�_ � � .N�., . � � ,�� ,� .����, . s �,w �..� H .�.�, � � � ��..,.�:.��� u�.. � � �, �.,.��. . �.,n.�.� ,�,�� .��� ���,m. i � .,�,�.���,. . m �o sr ��,,� w.�, , �. z.,,,, A..w,�,.,,� �" �,� � ..,.,.�.� �.,�.,� �' �<w ,.h„� � . . � �,�. , ��� ,�,. ,�� �,,, .r�,rr�,��,�,� �,,.,. ::� �.�.�„ � ,»�^�'�,,�,,�.����,..�. � ,� �.� , > ,�,�, �.,�.a.,.�-�� .� �,, �,. ,.�,..��; 7 • • �� _ � -� ,.,��.� .� ,�, N.. <m��-� ; «�- ��,,xn.,��m,�.�� .�,�,«�.��, ��,��.,�° ��Po.�,�., �,.�,�,.�, „�..� �,� . ����, , �.��� .,�... ���,,9,�>�,.F� . .. .�„y, � "" . , 3 O / - AB `� O +4 i , . �'�IV1�L;x., � . a r �� �.� � _ �_4 � `�f� a 1 4 EDGE OF SL , � s � , � �,.�. � ��� �„ �." �,. ����������������. � � � � �� �, � , ;' .� � � x � i 6a� � .,� , �,��:- .�,� �, � w„ � ,<.� a� ri � .��. . > a� m�� � � .� ����� � a�. � ���.,-�,�.ro ,� ,., � - � � , W12 26 _._ _____� �,,�, .,, . .x, xa ,� ��d,ru,-�.,q.�..yx�„ .� .a ���, x,�,�,.�,��v�,.. .. �, „ .. .� ,.� ��.�.�,, �,b..ri:�•,x�.��� ,=;v, ,, .,�:m,�,� .�,�, °° �,iNt�s� , ,�� ����� 9�,�,� ;µ ,�,. .w RE• NOTE 2 N 125 ,O .�.w , . . .. � � . .�. �a„�,��. ,. _ � ,� . � j� °�t2�`��iY,�' �, .� ,w,e n� � ..,�lV��°26�°� 125 O/ � . , �, ..� ° M �,� � � ( a ) � -�a.�.� .� �.. ,� . a� ��.,� ��� . , ,�,� � � � w �� .��� � ��� � �, .F.� �b� , ��. �.� . � w,. -,�.,,Fr.».... � ,� M. o- �M�� .� ,� .,.. �...�,�.���..,,�.�,.� g.,�. ,�n.��, , * , .�.., ,..�,.,,,, � � w , H_. .. �. , . � � , ,,,,�., � �" � <.�. �. � ..,.� ,�...�,.,»�, �,�. »�,,. „� ,�.M.x,,.,.�, .��w.� ,,�A�� ,..ra.� ,�.�.� .,R.� . , ��,,�. �.�.; ...� <. �.x�.�.��,,.��.,�., �.�,,,um,. . �.�.��., �„ _w .���f1�5;�/4 � _. �.�,�,� ,.�, ,.,, n,� �. � r,��.h, ,�.�..��. �, „� � ,�.,� � �.»�� � � . .,�,,..,.�,., ,�. ,�. . . �` � .�, � yo- , ,F, � w.� . ,._.,,.......���.,�.�.� ,�� �� �,«,,,...� � , � �.� � , � .�„ � � �. .,.��..,�.m. � .�.�...,TW,��. �.�,�....,, ,�., � �. � 2 m � M< .,,,���� ,�° :� � ; ���,..� �,,.� �� �,. �„�;�W,.� � � �.,� + "° ° ' ,�„�. ,�„a, .�.. � W.�,� � � ».,� � � .,�, .a,�,��.,�,.� �J .� � ,��. ,� � w., ��. � ��cv ,.�, �. �,�, �, ,� � .�.�, �,..�.,,,�.� .��.. ..� ,�, , � ��� u ,�..,�,, ��4��.. �., ,,�. ,.�,��_�__. ,�.......�:��xx...�,.�.,.�,�� ��..�. ,�� �,�,��...w.���° ,,�, „�, �.�..,,�..��»�e�.. ,�, � p. � � ,�.,�,�.�,..,.� ,.�.� .�� �,,�n.�..,�»..�� ��..�,. �.. .�.�. ,�.,..�,,,»� -�- � � �..�,,�. � . ,��. .w�.,wm.��,�� �.�n,,, .� p .�1� � � ft2 �,�, � ,._� �...�.���.ri�,��.,� �.�,. m_�...�,,..,�,,�,�,� .m .�� .�,��. �.ry,� �,. ��,.� ' ,,.��.��,,,,�,,.,,fi,� �.�..,,�.,�..M�.,, � .�, � .,,�. ,�,. � �,.,�.�,,, � .�. 5617 _ °�.�, ��.�..,�.., .� .� � �� -F. ,�, , . , �,�»,.�.,�„�,,.�,�..,�.�,,. � , ww�� ��n��,,,._. � .�. �..�. � : ,�, �, ro� ��c �.,�, �c �� � ,�. , �. �..e r � � � � .�; � � ,� „�., ..,�:�: �l � yWi2.�26� �, � � W12 2b � ,.�. �r .,�.,�,, � cv � �5��^5�t31� � 4 .�,,� � .�.�,,w x ,,.�,. R ,x„ ,� .�,, .,�. .y � �,,�...�� ,�.�, .�,. � � ;ry�„�:�,..:;��.�.:....,. �.., .�„�..� �, �..m,. �, � ,,.�,M. ..�.,..,.�. «�.�..,..�.�+.� ,�.,�., �,�. G, ...-.�<..�� � ��.,.�,� .,��.,�,�..� ���o� � � � � � � _,.� �p � . m . � �. ��,�,..�. �.. � � �, ,�� .a� �� *.��, ,���. .,�.�� u, ���,�.�, � �.. .��� v,���. �..� � ��. � � � �N�� v �. x�� u �.�,.. . . t � .��, � . �, .«� � , . . . .. t ��,, a �„ w��., � �.�.�. . �. .,..._ � �,u. ,�, „�.�.ra,.,� �.� ,�„ � � � .�� „n,�� , �, H T,n� � .�m _� - 125 .�.p ,. .,,� ��. ,,�.,. .�5. .�.�..� ._...�.. ��� � �..� A �,�, .�. �,. � ... � � �, �,M,�.., .������ � �...� ..�. �a�M,.p.,,�a��� ,.���,, u ,�� __ t Y4.� � � � .m.�.�.,,�, ��.�,� � , � ,�.,,� ,. .�, ,�,, x�,,�.�w ,� �. ��,�,.M ���, �.�.�x.�.�.��.�K,���. ,..�.���w ,�.��,�..��� ,� w � �. �.,,� � . �...... . . ,�.� ._ ,� �., � �, � � ,� ,�,�wt2�,26. � .� , u � �. . � .., ..��.., ms �., .� ri... � ,.na.,�� . . ��. . �,,,�.. �, �,.�. � .�.�.�.., � � .:.�,.� ,,..dH � . � � . .,. . o �.m �. �� �H.,.... ,.�n�.xi. � ,.,� .,,W,� ..� ��,� _..�.,.�,.�,�,�,. , �. ,� �,, �, �. ��.._� �, Q .� .� ,� .y �z:� .� �,�.., M�l,, ....� � ��JC?� � �,. �:`�" � .,, �, � ��.,a �. ,�,� , ,. � ��., ��.�� ��. �, �.,�Po� ,�,�,,,.�. .,�,,.�.� ��,�n.,�., ��„�,�� � _ . :... . ___.. _ �� �„o.�.: � ����,,� µ��,..,�s .,R. „M.�.< � „ ::�....� � ,�.,� �x�w ..�a ,..��W.�,,,�, �„ �° ��,, m���. ��...,� ����, .,�,,o. <. , �,.�.� w,�, ,�,��:r..�, �w��...�� _. . .. . 1 �:��0.:4�' �, - ` � ��, ,.,�, M. � . Q . .�,� �� �.w �.� .,w...� ����. ,.. M..��vn,N,, .,.,..r,,. ,�.�,��r, , .� � .,.�, , c� �„il.�.,�,�,,,�,���..� �,.,,�,,�,� � �M� ��,.�,�� .�.r � �,.��. ,�.o �.�,�,v�.� .. � �v� � v , ,� �,,.� „�,�� �,,� r.�� ,.-�, x .x�<,�,,��,,��war , ,. , ,,.�m,�. . a���w � �,., ,,.w,.s. �� �, �.,r,,,..w, � ,�� ,..�_..�,�.�,m�,� .� ��.�.�,.��..�., .d �,�„� � ._.Nr�«-.�,�.� i �, .��,�..,x,���,.�. w��,,,,,,, ��>,.�, .�,.u.�n�„m,�,r.� ..,.,�, �..�,=.w,,, ���, �� -N � ��.,...� ,, . .,.�,,,,�,�. , � A , � ,,� � _ . , ., ,. �. :��j�<����Na, � �,,,,. .-..,,-� ,�,��� ��,�.w�,��: ,�n��.x.,�.���. ,..�.��� ,� ,. nu.,��,� � . �, � .. �. ,�, . �� ,.,»� , .,�.,,�, ..� ., - �� . � �� �, �,. 6:L. s�- . ., ,,. . k„� S 7 ....�,�,�.., �. _ ,.., r�.��,�«,.,� - .. . .�,.�R�,-,,.,-�«�,,���.,� ��. ��. ,.,,�..us,� < ...r.��, �, �, �� �� � ��. ��w.� _. ..�,�,.Nn . �� � ,.,, v k.� �,,,�ovmw,� ,�I ,¢M . ,� ., ,� „, ��.� � ..,��.���„m =� ���.���.� ,� ,�.,��.�,.,���N ,"�. .��,�,�...�, ��,�.� _ �„a�w�<�.� ,�. �,w .,,,� ,���n r��g�.��., ...�„�<,�,�,� x �° ._:, � ,, � � �.. � � . , �, - �., ��,, �� ., � n �,��,. ,a,�, . �.. � ,,.�. °� �, �., , �� .,�.�,. � � � ,. ��,� -,_:,,� . �r,.. �.,���..��.�.�; � : � . ,,. ,,,r��,�,. . a.. �,Mm.,���� .,<9H� �::,>,� �,�.�,��,�..µ�� �� , � ��� .u,�,.,. W12 26 , , w . ,c.�,..�.�,�, �� v �� ,��,� � �.,�5 �, ..,�„ ,� -#� � �� ,�.; � .,..� ..�� �,���„��M�, . � ,u H ..�,. �,�� �H,, � � ..,�,. � .�...>w�,.�. .wv�,�,, ,� M.,,,_.M.���. �,� .,.....,.�,«m� ,� ��,� a ..,, �.�,�x.x.� ��,.,�.u, .w�„x,.,�,�,w,�n�.,..�,�...�.,�. ,.� , . � � � .�� � �Q.: _ . � _�. .�, ,,,.�,.,M.���,�. ,�,��_b� ,�. �,�, _ ��,.,H:aws.�.,,����» �,�� , ~ ..,.�� ,, 1,�, ��,1 m ,���.�.�.,��,� �ro.,,,a y.�.�, . �« .,� �,a,,_, .� ..�.,�X,. �� � � .,. . _ o _. � . _. �..���eu����. . �yu.�.�. ,v„s,� :�,.WU��.�.�,�� , ,���.r,��� ��,_��.�m,:,F , ��.�.�. � . �., ,�� ,,.,�r�� �,�F „„��� . ... ,� II..,� �,�, .,� � ���... 125 O , x� „w ��.,,,�F� ��,����.� M,� ���. ��. Ya ) :�w .. � �: �,� �tNT2s�b� , >,��: .��,.,, �...,.,�.,o-� c.o�ro�.,, ,,, v..y., -�, .:. ., .,,�..�,�n..�,.�.�.w;,�,..,-,. . �.,�.,u . ,.�„�-. .K«,z. �� n ,-,.µA,�«wa� ,.H.�....�.,�,«.a,,..�;�........ w.„�,>,�oow�„�.�,.�...�.;�,��.�..�,,.a. �..,.�,.�. .W,�.«�.. q �� �.,.,. ,,,. , . , . ,. .. �W„ .w.d ,,.�,.�.,,.p� � -.�.n..,.4,� ....�;.. .� ,�.�..m:.�..,,.P-.�..m.,.,,.., .,; m ��,,,�,..;« ��-�.,.«,Ea,e���,. ,4'�,mwa � - 'P ' ,�.,.�.rx,.. �, � ....� ...,,..r � . �M.;��, . M-� H„ � y . .-.:a,.. . .W F, µ. . . � � .�..,��A,�. �..�..�-,,,� ;�.�+. �.��«.:�-, .> �.�-.«w.,:�,,,,,„��� �..�,�.,:..�:�, A<w.<w,ia e .'. q�..,�.�. . ,,,. . � ;.�..�.i:��.«� -�.,.�.� .:.�,�w,<;�,Y.�o:� . , �;�. �..�ri.. ,«, � .� �, � .�� � ..a .,�.2;P:;Ya..� , ,,,.. ,.�» .m��. . . . , .�xi..�», � � .� � .� � �� � �� � , _ . .. . ....»,�W.��.«��.�:��.���, . ,,,.�.,� �,�,R„��u,.�.,,,.�:,.;�,.,�.�,.w.v ;s..-�.a .�.«�.,,,�.,...r...�:,,,��ri.�„�.,,,..-��i..F..�M�.��. ,,�.�u,...��. �., +..,.,.. ,� :,»� .��,»: .,,> � .._.. , , , -_ ._'___. ,..:�..�,.h�„��.:«-�.�.sw., . :�»���>�.K��,.,�:.�,. , ..��.�w,�.�.�....�,�,,�. ..«�........ �,i,.,i.,,�, , F ' _ ".�, . .., . ,:,� �.m,,. ,�,:,.,�....�w.o.�,w..,.wn,:�..,,� .,,��<. ..�w•_ .,.,... .... �,a, y..:, .,,,...„.. ,<...� „��,..,,,�y . ,.,�,x -e� ., ..� < �+y �y .,,, � � n ,o, ,., . , ,. .,,�.�..�..,.�A � .:,�;�.,. ,;:.H>v,w.�.:. .�:.....��.,.�_,,,,,. ..���,�n.�:��.,..-.�w _ .,,���>-m� ��«�sw;.�-.:,��r.����.:..�..g,wr,�n�:,H a....-.r�r..�,w-r.r��.««. ,.�...� �• :,�.. �. • • ..�;Y,�.>.�> F,n,,� n„T«.�x,�v.� . .�� ,�,x.�...�.�,���w.��.�,xi.:�., t v , v �. �u.,-a. : ��"�:,�.�:r.�,. ..r.s-w �� �..ae.� 2 �� ,�,� �- r�. �� , .�� �� �c �,��,.,��,., ,,�e„���,v��� , .��,.�, � , � (1; ,,�. � ��--�„���� ,v � .,.,,�_ .M,,,�,��<� ..��..,��,,., � �,r.�,�.��,�,� �� ,. ,�� �� .�.a,r, ��. �,�, �.��,. � r �� <�,,�r � � �S..�M., �..,�,.�.�.�.�.,.�<„� ,�.��. � �, ,,..� „�,� ��,.�,«�,, .ro.�. ,H,�.�,�„ ,. �.,.�.� �� �.,..,, ,�,�p. �,.,� , � , ,�,,,,,� �,� �, � �� � �,.��., ��..�., ��� ,�„ � »�,. �.� �,�. �, � 25 , �..�., � � ., .�N,��.� , � � ��«�, � ,a , .��.. A, �,� . �„� � ����;� � � �.� ,�� � �, � ��. �.. �.� „�,� �. .. , � �„Rw..��,,.� , �,,,� ..,�.,.�..,��� , ��.,. . ,�, � ..,�.. . �_ _�p..�. ,. a, ��„ �� ..,.�,. ,,��,. 3.��,�.,�.� � . � �,.�v., ��� _ .. �a,��� . _ �,up�„�� ,,.�F�� ,. �,M,,,,z<�,�� < . � � �� _ - ^, K � .�.: �xzb� , �� : >,�. ,n °m � �p� , .r _ , �,a,, .,�.. � � . �, ..�.�,� „ � �„��.....,�,�.. �, ua�,,.� ro..u.u: ,,� �� �� ,,,9.a� ,�..��,�.� u� �r.� �..�u �.�,,�,,,� ��,..���,���.,�,�.��.,� � x:.. �: � ,�,�,,�� ���,. ,�. �, > � ,.x ,��,.� ..��,M��.sp.. .��,���.� �� ,,�,� ��,,.> 1�5�p �, ,� v m ,��� , � ,,�.� � .�. �. �# 26 . , �.�..; �„ Y4,��„�.�� u �,,,..,�.. _ �,, : � 5617 „�,� O �, .�1 Y!11 , � � �.w.,..,�,m, �.,...�. -� ....,� ..,,,�,�. ,� . � �... �� �,, �, �,,, �.�.�� ..�,.n�. ��' ,..�. . �,, ���,� .�.�,�.,�,�,e.�., �,�„� :1.�-: �. � � �. ,��, �. ,� ��,k�� �� �� , ���, � O �_ ���,,,,,�...� ,, „ . . ,. , ,.�., ..� �. ,.S �.�.. � ,� , u ,..,.� �,.�.�.Po....i, .��,. ..�.�°~� ,.,..�, .�,.,�.�, � � x;a�• a �,.�°�r`�` �" \ .� �, .�� ,�,.. ,.�, ,� u ,, ,. � �. � ^ .�. �. .n �. ... � �. ,µ.� , . � , . ��.�.,�„ ....,� �. �,��,,,�..�. �,...�...,,�. �� �. - � � � � ,. �,�°`�p" , .� t?��L3/ 11�t12ar.2b..._.� �..,� �.� ,, � "� .�.W,,.� � .�...:� � �...,�, ,,.— � a � �S`,,,,�.m, � . ,�,,�,, �.�..��;b,�..� : �,�,�...�„�.�.,�, ,;�,.,�.�� an_, .��.st�� .� .. ,.�.� �.�, �,,,..,�.��� , ��.,,� .� �_� ,� �... , � ,� -�- �,��5��' ���r�. �'""�4NI�`�°�.�i�,.: �.�. � A. ...� r�, ...� � ,�,�.� >�.�,.� , �,�.�..,.7,� ��..�.�..a � � � � �� . «�, .� .,.�. , ��.,.�, � � .�„ „ � _ ._�� . ,� ,�». � ,� m, �,� � ,.�.,_� � . .�...�. �. �.,.�.,. .,.,� �.�, .,�..ar, � � �,. � / ��aw. �. .:,..�«.».� �-., .. { A. �_ � � w, �.N ..um«�w«.wiw.�w�..r ....� w�^+�.: :� w . ....�w�..,».,w�.. �« � . ��..., .� �.:a�. w :�. �«. �....Fa.. �� �,.'x`,. � . _ _ �. , � �°` � � �, ��/ .�, .tz�.� o� � .�' , � .,�,�.,.,, �.. � �� .� ;� �- .�� .� .� �. � ��;�� ��� LC? ►- �,..,,:.�.� ...A»�.�,.�..xb:� ,.�� .�� �..,�,�..,,�..�„�.�„�o. . �..,�. �..,,,a�:�' .�. .�,..�,.�.� �. �:ar.��,..�; ��..,. w �z p,+ �. . ���" ��: �.. ,�.�� � 2 _2 ' �jiY2 �� � ...� ».,.,,,.,..�.,...� �, _ t� .� ,�,�»«.� . .�� .�.,�,..�, �., �,.�.� , � .,�,� . . , �,..�»..�„�.�,�,�.. � ��� � � .� �°� � � �. � p � � �° � � � °� CI� r ,..�„�,�,,,,� . F� � � �.�..�. �, �� � u� �yw�q �t� •�.. � , , ,�,.» ..�. � . � �„�. �. � I �v �» ,x»� � �"°tiJ` � � � � � � Cl] _ �"�m��,. � ,�».� ,.�,,,»�. �.., _ ,,,�.�,.�,..� ,. �� _ - .,,�.. >�.. .�,� � � �.. , �. , ..< , .�.,�w..�.. u � ..,Y .� �~ �� � � in, '�' : ,..�.�,,�.,, ..�,�; `� ��N,,,�, � , r .�, �` '�"�?WER� , �' � � �� �� 5X6 � •- �s�b 6' 2' 3Y2 Q N v 1 4 � � �, � � � � - �.. „� . � � �,�,�„ ,�,, � _,. .,� ,� : � r � � ,� , ��,�.�a .;. �y �b�,�,t� �,� ' � �" �� � �„�1> � �'��:tB.-��'�' , �P�. �.,w Q J � �:�� � �� �,� � �,�,.,"�; �.a..� �=1C3 , � � �°°� � . N W �:.� W, _ ._ ___ �.�.�,�.�� tA �,, � �� ;�: � �°:� � u1 a � , ..:�, . „ � ;., a � .�.� ..�. �,�.: -5 ��5��..� � EDGE OF SLAB Y� �o � x x � '� ,�,.� b �,. �z�,�,... � d..�.�. ,.� � , �a.��„ ��,.;� �: ,�� � ,,� .�. � � � � �°�; �.�S:tJP�'� � �, ^ „� ..� � � � ��. � = I-ISS4 4 /a _ ,a�, � .-� �,���" �.,�.��.�� .�� � � � �, � „� .���,..H,.,.,,.�, � �- � � � �� .�. t� POST ,�, ~�. �. .�• ; cpr�,,��,�.�, ,,..�.,, . .� �� �..� .g �� ,� � a ;, ���- � .�� � ,�� ��� �: RE� NOTE 2 N p � � " �C 6 �� � � . O � . �M _.. � , ��v, ,,��,�„��, � �„ r.. . 3,..� � � � Z � . n . �,. .���w.�.. � ��� ,�,�.' � ,, , »�, „m,�.. ,�. l� - w . � , ,, .., .. �,. ,,,,,, . ,.��. ..... .u. ,, .<v ,, , n .�, , . . ,. �;. , � �_ , ,,, ,,,_��,.����.� :5...�� �.,.:.�n�.�..��.�., . ;.�� ,.�, � � �....�.:r....�� ... � ..���.�-.��«,...���.. � �... �_ . ,�. V „� �. � �. „��.� ,�. .� y,�.� ..�, .��, � ��. . �� � � �L . � � � � 1-�5��1 .. �. 1t1t12�,26. �.�,, .N.�.. , ��� �, .�,, �.___., ,�,.,.. Po ,, �.,.; ��:�� ,.�.,.,. ..,,n,_,__,.N��,�,,� ,. O � � � q,,.� .�. . ,� � �,r,..� ,. ,.,. ,�.�, W_ ,x, �, „�w,M .. �, ��� �.�,�.,.,� .� a., � .nm � .., �, ,., , � ,. ���,� W `� �,�„x ��,.,,,, , � , ,,, � . ... „ �._,... .. , „�,,,,._� _. ,, ,, _ . _x__ . . , ..,,w� �.. �r, , x� ., ,. _ � ��r. ., � �., . . . . - - - - � ��. �.ft25"�-p�.d�� "�� °�:YVB �; g� �.�.�tAtt�6� .�.° ��..~~ � .1,�� ..� I � � _ � oWC m ;o � �� , �°° �„ ,�� 1 � � ~...° .�1 � „.��--�o ��..�,,,�.. _ S 2150 PLF p � �. "� � � � n,,.,. . �� .,�..,..� , � »�.. .�� ��126'�:.�.�. �� _�,. .,..�,.. , . ,.., . � ���.�., ,� ,� � � b'=�'� � W ...a.,�. .n . ,,, u , �� „'�i2 � . .� �.�«« �«.,.�... ._ _,.,, �.»»�. , � .� f�� � P � �.�.,�<.«e.., �.�,,. .._ � ..«.,�,��.m .,,.,,.�,,.,,,«�«�,�.«�. ,,.�,.,.,�.,�.�� , � ...�.,�..N...,... � ......,.«.,, .�,,..,.u. �.. . � — — — — — — — — — � _ _ .__�.�,�. ��. ..»,., � � ..�.�...� �,,.�.,..w.. .�, «�»�..��. � �,.,,,�„,, , .. .., . _. .�, — — — — — — — — — — — — — — — — . 6Y � �._ �.., �_�___._� _. . �. � _Y�.Y__ _ � .�., � ����..K_ . , � �� �.,��. . ,�,�.� ,�. , ^ 2 . .�. � �,,,s,�..,� . � .. :..::�. �,�...tt.�. .�,�._���,u,.,�» �.», .�,��,.��,.�. ,,,,.�»�.�, , �.� �.`�� �. � ,,�., �+ �� � � � . � .,, �. � � �SK��� �,� �� .�. � � .,�,, �� .�.,,.,��.»»�., � „�.�- - - - _ �w. � � 1 � _... _, ., ,...,,. ... .._ ..,.,� _ �, �,,; ��,.,.M.., ,� �.. � . d �. .,�r, ,���., �„_ � .. . ,M. ,, v„� ....«, . �.� w �,.�M,.r�, �.�.�.�„�, , ....,,_. .. �M�,,.�„� w._.,,� „,�„ .��,�.� � �u..- � - - ,.�,. ,, .. .� � .� , _,_ .�,,,,,a,,.�. , ,._.� . .,,�,..�_,., .. . .. . , , , , , �,.,w ,,, , _ � �A.�. � � ,. . � ,� . .�., .,,,. ,�,� ��,.��,W.� M..�� ���,�.., �. . ,�, : _ ., � E � ��� .,�.. � �,,. � �li 12� m — — - .�, :� ,� _ ,.�. . �.. ..,�., �... .�, ,�.� .� — — — — — — — — — — — — — — — — — — _ ��-.��,,�-.� .�-„���.-�.y-.,� ,T-..�.-�...� � �...� ���.. � ,.,. � ,��, � ._ �.� � � � �«,..� -�-^r�.� �,��—.�—,,,��-., Q N ,�..r».. .�,,.w �"�".�" . .�« Q n,- „�. �.• � �., ,�.�. ,� �,..��, , . ,a.�„�,�� - �� , �. � � ""���; ,, .md..,,..,.� ,.�,, ,,�,,,� � �.,�, �, � �.�« .,;,",M..'�, � N � J ��� �� A.�,p, z .. ...�„`a�"n � � '� .:,� °S6�?A` �� �.� ,,�,...� �� y � �[ � N W TOP Q� � � =RE��"f1i01�1S _ '.�` J O W � � ��� A S` � �; �',� � .°� �:� �°� O tL W O � t F- OF PRECAST �,`� - p �C��;,��5'���; � S` ��, � ��' �r` � �� �,� � � �. � O �.�.` � � J � � p y � ��.,�, � �.,.�,.� � �. ,��„ ui� �.° 5 O ° `�f�" � ��� � O WALL STEP � � ,�8��, � ..,�B�f:='v'�1�Y� � � „ � � � � �. ,��; __,�. „ � .,�. � � d` + �t �� � C� .�., � � � p � z � �, ,�7.°� � � � � .CJ2�tt8'�NFt�:.L� sr � RE� 52.21 `� ,,.� � � � � �� � �, � � �� �(��� .�, � .���,�m� � � � , � � �� �. � � ,;��R A ._. 5 . W Z � � ^ � �. _ _ �_. .� _,�r. �.�� � � � �. � .� ,� ,�° ,�,�,.�<,�„�,� ,.�,�,,,��e ,��:�,� � ��,� �,. ���. �» ....�, � �.,� �.� , �. + �� ,, i . �. . ,, ,�->-,� -. �,,. . .. \ .� �� 4 � � �,.�-� ,.ti _�,o.� � � .., m� F,o�w��.�_.�..�._.�.�.� � __�__-___ __--___--__---- � - - �,.�. �:, _� , � � �'�. � � � :�,4�s�'��.�„ ��. w �. � �.��A�.�; � i,�. W "' W12 x 26 � . . _ � � �.�.. . - � O � ,� .� ���f� �.: ;..�. � � � � � �� oWC � � (125'-OYa ') � � ��1���`�'�,3 ;_ .�..��..��, .�. ... ». .�....... ,�. �.�... ,..� � .�. � � � . , «,� � ,� � � , � � v . ..�„u�� � .�.�,.. r �,,..� ..� � �..� ��.� � � ��tt1 . m • � � �,. � �.. U . �� � � �� � . . � � wW �. .� � ��- , . . � ���.. , � � � � � W .�.. _�.� , � .� w � � � � � � � � � � ...M � � �... � �.F ��.u�. � .�.� � . .�� ��� ,.. .F___�_� .�,.�,.�µ_� �..,�, a .��. � �,�... � � � � � � � � � � �� � � � �� � � � ,� � � .. � ��,. �,��..�.�� � � . .�..�..�.�.� �. � �..W.��a. �... � � ��.,� � :� �..,.�...��.. LL��� ._. �_� � -�-�- . . �_� �, W �...� �, .���.� �. �.. ...�� _ A � J � . �. ..� . � � __� ...�.. .. �, � � �z,a °56�7° � � �, � � � � � ♦ ^ ,� � ,.�.. �� ,. .�.�,�...�., .�.�.,�»,. ,�.: ,,,�. ,�..� ;..,, �..� �.� ��.,�.,�.�......,�,. . � ,. �,,..� , �w.�.. � ,.�„�,v�� � .��. � ,�..� �,�� � .�.� . ,. � ,�� ��,..� �. � �. .�„�, ' � a � : �, � . �.� w.�z.�,<,�,�.,����„ � � �..,.. � � � � .. �, w �� ,�„p,.��� ��. n.�,.�.�_ , �,.,�, ,«�,. �,� , ��.� m�, .�, _ _ �,,� ,-, . .� ...� �,.,� .� . � �. � �,� � �..a, , � ��. ��,, �.� ..,,�. � � ..�,, - .�, � � � �.� � � ,�,,,:�, �.�,,. �.. < V J � � �, ,.�,:�� .� .,� �...,.�,� „��.� �� � h,�,.��. �.�.�.- � � — C� � _ � w � � , �.. .. _ .�,�..�� .�. �.�,�, �� ,� �,�,. .��,� ,,�,��w__._� �� �., �,�,�.�, �� � � � �� � . ,� � � �_� ., ��,�� � �� � _ �. : ��..�, �.� ��. � �_.a_ .x�x. ,m�.� � m( _ .��..,. .��.. ,� � � � � � � � � �� �-� r � _.. w � � ..� M � 12.x,��a� � � � ��l�ii .��z .� �..� ,, � �.�.. �� ��, ,.. ,� � „�a.s,�.ffi . �,,,� n�.�, �.�.,�.�.d..�� .�fl,.�� ,....a��..�,�.��� �,,��.,�,. �.,,�..�,,�. �„�,,,�.: � �, � �` � �, ��,,,,,,.,,.�,,� .�.,,�, . � � ��� �... .. � � .�{,.,.�,. , _ ��, �,,. �>,� � W � ��� �� 4 �.... .� �_ . . _ , , .. � .�. .�,,� ,.�. ,�, - - ��� . �.�. ..,�. . .�,�� ..�,�.,�� �, _ �. ,�.a.�. � �..� A.�.�,��.��,,.���,��..m ., _ Y.�..�..,�.�� � �..� � .. .,.,�,,. � � �, �, ,� _ � .� �.,,,� � .�.����, ,� � � , - .� _ ,. � �.� � �m�. ,�,�,� _ � , ,�w..� .�, ,.�. ,.��-.-�„� .. �.. .� ,�,R.,�.�. A � w,.�..,�.� . � � _ , ,��,�.,.a �,�,�, ��,�, ,� s � ��Q� a� .,,,,�,�,.�,..�•9.,� ;,�� �..�. � Q� x .� . �.._.__w,�� � � st _..._. _ .._ ..., . . , ,. . _.. ..._ . .._ _ .. ._ .,,, �_._ , �.;, � >. ��� � 4 '7�iC"": . , ..,..:,.. . , . .x " � � � - - - - r� �».;��,,, w a�,n� �, _ � �, . . �.. .; .� �.. ..,.� �.,.. .,� : n,..N,:.�w,.:w.�..�.�«,. � ..,�.a:;. „z. ,,� �. <...;:.�3 .�„4,m ,_�,. .�,, �� ,, _ � w _. ., � _ �.. a �.. �.. ' �,�.�� � _ n . ao��„� ��, �, ��.,� .� �-d. F � .�b � _ .., � .�.. �. � � � ,�..�._ ��� - .,: ,... � � � ti� �..,,� . „�.. �,.�, .�:za�=�4 � m.._u �'EEL.�..BE�M �'C7:�C1Lt�MN , '� '� �, � �. ,�,. �. . �«,� ,�.. � � �.. � � � �, �.,� �� �,,., x .,� ���.»,�.�.�... . , , ,. � �.� . . .�...�,.,N.�, ..�»�»�,� ..,� �.,.�., „,.�„„„.� ,�,. -- _ ��, . .. ,� �„. .�_� n _._ . .:� w ��� � .u. . ... .�,.�._� , �,��,,. .W.�..�, , ,.o,��...w ad� �,� ,.�,��.�� w., w.� .. _u..,.w. �,�,..u,. .,��.�w .r. � ,, . �, kw,. �.� � �a�,��s�.����".��� ,��,.,.�.� .�„ � � � �� �� _I � � A � � � r-oY2 �:,.i�': �,� .� ,. ,� E ., • . �.,�..,�.. ,� �°' n.�; �..�.,.. � �� �,�� � � � ...�...�. �., � .�.� . �t . "��'""�„� _n�� ,.�.. �. N-.�.-- I I � � . �,. . .�,, � � �t1PFL3Et2' � �.� .,� 9� � .. . r�,, .�.,, „ . P � ,, � � � � � .� � I I 14 6YZ ��� �, �����8 �"�.. � �,,� �=.�,�aG���,�g� � � �� � .� � ::: �. .., ..�...�.� ��. ,� � � � �.,�. � . �.a.��. �,�x.,..��,.� � �. �. � . _ I I 56.03 ,��, �,�.� : � ,�, ,�. � � � :� fl 8� �„ �,,°�°�., �� � �� �. �: :.�T� .�.3; � � � 6.£JO � � ���y �� _ I �°�:� � �..,. .�,�,.. ,w.w., �.� � � �.,�� � p�°���� s �- __ _ w __ � �� __, y_.._. , � ..��..� , , �.. .. ,u ,� ,��..�. ;�� , �� �. EDGE,°,.�� �� .,�,��. . .�.�1 .�3A =. ,� M �.. � . ; ,.�� ,�. �. ��.��w� , �, �. � �.�, _. _.,, . , _ �., _ r ,p . � . _ _ � � , __ � _ < � I I .M�,,l �.�, -- - � � �. .�, � I I � 4 ;�.1� _m � �� ��� ,� � � �° .�,°"� � -�°� � � � - —� _ ._ � _ k � I I 56.12 � �....�,.�...�, _ � �,� � � �� � �� . . �;��° � � � 7 „ � - � � � s � i C' � � � i F E i � � � � � ;1 _ 4 , _ _ , � - ' , �Si � � � � EVEL. 3 LEVEL 3 � � ENL. A � GED PO � L FRAMING SLAB P � AN AI� EA 2 g 3,�.=, ._o. E N LARG E D P L °� NOTES: FRAMING SLAB PLAN � 1 . RE� 52 21 FOR PLAN NOTES. � 2. WHERE INDIGATED ON PLAN, GONFIRM EDGE OF STRUGTURAL SLAB EXTENTS WITH POOL SUPPLIER PRIOR TO FABRIGATING AND INSTALLING DECK EDGE BENT PLATE. AREA #2 N �' � � � PLOTTED MAR , 0 o CHK'D BY JRB � w N W COPYRIGHT � 2006 BY DAVIS PARTNERSHIP P C , A H Q ? 2 3 4 SHEETNUMBER > O F- J � � 5 ■ Z _ � D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 � - � � 0 � � . ,� - -- - - i0 n r1 i3 �4 I5 I6 r� �8 i9 20 2I 418'-2' OVERALL 27'-5Ya 8'-10�/a 18'-3Ya 24'-4Ya 23'-11Y2' 18'-11Ya 5'-5Ya 13'-7�/8 13'-6Y8 5'-6�/a 21 '-10' GRID TO GRID � '-3g/a 16'-5Ys 3'-1Ya 4 '-4Ya 10�-� 3�4 4'-7' 13'-8Ya 5'-4�/a 1 '-10' 2'-7' S'-�/a 9'-6' 23'-11Y2' q•-6' 5'-OYs 2'-7'I '-1 4'- 4Y4 14�-83I4 4'-7' 10'-13/a �4'-4Ya 19'-6Ya 2'-33 ' � GOLUMNS � � - � Archit l.� � � � i i � 413'-O' � i EDGE OF P/C WAL Q � J i , � . T.O.W. � � i i I I 1 `i � i I I � � i � �-6� � T.O.W. EXTEND 3�'-O} i STEP . W o p 3 -4 s - 123'-1 ' I� I � 1 i i I I 56.10 i � I I � � T.O. W A L � = 1 2 5•_1 - EACN SIDE � � p� i � i i i i OF OPENING p M Y O � � RE� 52.21A FOR I I 55.01 I T.O.W,_ . TYf�. AT I I 4 i I T.O.W. T.O.W. I ' FRAMING ABOVE I i SI . i = � 23 1 4 Q CO4..UMNS Q Q i Q I 125'-6' � �125,�•55 125 _� . ' S .12 � � � A 2301 BLAKE ST , STE #100 i i i i �o DENVER, COLORADO 80205 3 � ,� .-, N N T���W� I I i I ( � I I I I � I I T 0 W , N 303 861 8555 F 303 861 3027 � � M � N � N = 123'-1 ' I I � I � � E I I 11 � � Q � � I i I � � � � i � I x � (D � (D I I i i I I i � I I i I I - � 23�-� � i `O 0 2 2 5 M A I N S T R E E T . U N I T C 1 0 1 � � 3 � W W � � � I I I I � S 5.0 I I I I Q � I I I I 2 O YP.W � . 3'-OYa 9 0 926 8960 F� 970 9 6 896632 . . v i� Z Z S5.0 I I I I I � � m : m : � � 2 I I I S6.12 3 _ Q 8Y. `t � + 9 "� J J W18 � 3 � i I � Q � I I X � X � � � � � � � Q � S I D � . 'ap '�0 � _ _ (119'-1 O' 16 I I I I I I `O N �2 `� N I I I I I I x 431 = _ � 10' � � m � I I 1 5 -i U U � � 56.10 » � I I �•_� � • I 13 " 3 " I I 0 � , , S6 05 I I � I I I I i S6.04 I I STEP T.O � � , O � � �,+� I I I ` I � I I Q � I I I ! ( ' I I � FACE F SLAB ' � . � � � • � ^ I D�+ 1 4 3'-� 5/ ' i I I i 56 4 � � � i I I � . 5�� . T.OW � /a I I � q ;o •^ S6.12 ;� T.O.W. I � � �� S6 03 W 4 I I I • I I � � I I I � = 125'-1 ' 16 �n 4 x 5 14 2 W36 N - B , -1 ) =119'-1 � x 5 SIM. I I W24 x 5 1' 'h x 135 '� � W36 4 x 55 I I _ S6.05 .. _ , . . _ ,_,,,,,,,,,,,,,,_,_,. - ' - - �123 1 ' � �- � �23'-11i - - - 1 - - - ' ' � (l23'-1 ") � 6x1s5 : . j ST P T.O.W. - - - - • 123'-i ') 7 W24 x 55 ( 25'- HSS 3 6 ' � 4' VERTIGA � S6.10 � 7 4� I � � � I I . 15 4 x 4 x 1 AT U PER � (123'-1 ') � 7 � CONCRETE � AN OWER � 6 05 i i � �_63s • � � S .� � 3Y4 S6.01 POST 4 iO � IM. WALL � i � 2'-O 4 1 '-11 4 -10 4•_g3�8 FL O LVLS 3 , , I � � S610 � 5 SIM. , N O DY 5'-6' 5'-6 ; 5'-5Ya 4'- ' 4'-2' 4'-2�/a 5' 1 ' I 6'-7�a 5'- 6• 7'-2�/a I 2'-7' 7'-33/e� 5'-2ya 4'-O' 3'-11Yz 8'-O' 4'-O' 4'-O' 5'-3Y4 b'-3Ya 2'-7' 5'-5Ya i ' 5'-lYi 6'-8Yi 4'-7' 3'-115/a 3'-11 �'s '-6�/a' 6'-6Ya 6'-6, 4'-2Ya � _ � 2'-3�i' ': �n O c�On p 4 1 � 4 6� � 6� ' ^ ^ 1 . OY. n � : 1 '-3�/s 1-O' 2'- 33/4 � , I . 2 . . ; " ; x � 0 �6 1 "; � _. 'n m .. �'n � •� 'n ... �n � � cm., � i �, � 15 � � "� : � � a v M � �n � �n � � m � W24 � � �n � � �n � � _ N O �n O �o .=. v � W2 � � � • m • v � 24X5 � . � �n . cn . W24X5 � `�: : S6.05 4 1 O' � � . . _ v � . . v � , v � : � N 24x55 m . � . m : . x55 m . m . W24x55 m : cn . � m � m x 5 � m ; � X � x _� (123'-1 ' x -' � x -' x ' (12 '-1 ') ,� � � � _� . S6 02 x � �n _� �0 _N� � � (123 -1 ) x ' - x � - - x .� x _� 23 -1 ) X _� X .� x _� (125 -i ') x •� � x fn 2 V , �'� � 6 ^ , � - m - '� , I \ �-�-N - -cc} N t'�� .N - -. - - . aiV' . � -� . . N �ON �O N .N � Structural � 3 � '_' �O � SE�.O3 � � � � I N a.N � � N N N � �N � X " � x � rD � � W'� x � ^ x N � m a � ' � � N � `-' � N� � '=' � m N m � I � ... � � ^ � � � v � (Y � � � (Y � � � v � � in W O � � � v " �n 3 3 3 3 3 " � 3 .- 4� �'" 3 �, 4 , ,� , , o � � ,� , 4 , .� o � � � , , Con su I t a n t s (; - - m � m - - i� ^ �'`� x 31 in _ in in �'`� ih _ _ ih _ i� _ in �. .�� ___ _ � „ 9�1, , , � ,. . ,. � 3 � � I n c o r p o r a t e d � • � ��` - . p � � o � :� ; , , ^ � � � � � � 0 � � � � � . � N + 0 � Q I X ., � � `� ; v , � 4 I 4 � g x .� x � x .� 3400 E. Bayaud Avenue #300 N � X �� � ' i i 3 � 4 pm 1' lYa '; � � � � c� ' 1 '-1 4 � O � O N O Denver, Colorado 80209 � �� � i[1 i � N m �� � m ;,�, m ;,,, o i I � IAA f, [�1 ■ v � cr = � (303) 300 b164 , FAX (303� 333 Ob01 `O � � p _ _ SIM ( I I � `T c� x N x N '�`� N I 3 3 3 Emad Info�scrdenver com • N � x `�' `O v `O v X � 7 6 5 BEAM FLANGES � SCI Job Number• 04- 187 �. E p� i � i � � � O c� c� O r E i MAY BE TRIMMED `,r 5 21C FOR a+ � Q 5 C 6 7 � � v � 3 v i 6.0 55.01 C S5.01 AT ADJAGENT �o I ONAL r�� I S5.01 I S3.0 55.01 6.00 I 1� � » � 1� I Q 3.03 I BEAM POCKETS ISSUE/REVISION DATE NO. R ATION � I i O u S6.10 v 1 ■ i OR USE GORBEL O AREA ' � tJ� W24X�55 W Ox431 W40x 31 W x5g � CONNECTION PER � � �12 ') TYP. � (1 3'-1 ') � (123'- ') � 7 (1 3'- ') , M, }Y,��` ^ �, �. 3 ` _ _ _ _ _ _ , } � , , r � s , � , ; , � , 10/55.01 AT , CD PERMITSET 010CT07 ' - - - - - - � 6 00 •: • • ^ �, CONTRACTORS - � �/ � 13'-5Y . � _ , ,_ , 7 - � 51 `n 'n I �o � � '� 3'- ' 4 '-10%a p 12'-6Ya � ' 1 '-O' OPTION 4 �� i 1 O 8 8 4 1 O 51 TYP. � • � STRUCTURAL CDS 01NOV07 p - - - - - . ,n _ 6.00 m _ m ; 1 -O L4x4x %a m - - m E � 5 � � y• N N � TY ' � � � X .N � ,.� ANGLE ,- � S5.01 2 TOV RESPONSE 12DEC07 Q 1 � 5 Ol SS6 x 6 x Ya �• T P. Wl 'S • `" I 4 SIDES � . � B i " p EL TO 3'-4' ' -O' � v U f�l O. g � 6. �_ � 3,_4, '-11 �/8 ;o r i CCD #10 24JAN08 Q r S30 '� _ � DIVIDE . , 16 Q ' . � :, D � 'O ;r I - � ' BEAM 4 � 'O 55.0 5 .Ol 3,03 cp ,o •,� 4 �f I 3 03 � TOV RESPONSE 11 FE608 Q � . ; „ . : � - • . , � T.OW. i ,•. ., • , . • , : . •. , � .,, ,. Zqxg T.O.W. v 4x5 : - •, '° . , . . , , . � � � . ' � � CCD #24 23APR08 � �,_ i �1 •,, -u p (123'_1 ' _ _ � S M. = 126'-7' � � , . � E5S6 ATOR = 4 �, = 126'-7' - � � ._ � N � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - E - - - - - - - = - - - - � - . ^ - - _ - - � - - - - - - - - - - - = - r - - - -- - - - - - - - - N � �I - _ � - - - - - -- - - - - - - - CONSTRUCTION DOCUMENTS 08AUG08 . � � �- - � 2'-5' 3'-6' a �'-6' 2'-5 '{ '-6' 4'-O' W24 x 55 ,� m m m M � � x 55 � BEAM p � � 3 p x x x x x x x • � , � 4'-O" 2'-6 : ' 2'-5' 3'- ' '- 4 ' '-6' 2'-5 . �� T.O.W � S5.0 � � � 6' , • � �p �p �p �p �o �p �o � � , , , � ` 1 - � 26�_ • TOV UPDATE SET 10SEP08 LEVE� 3 ENLARGED PLAN Af� EA � � � '��� I _ _ � F` , � - � Y aD 53A _ � W24x553 � 3 W24x55 � 3 W24x55� � � `O I 6 -O � � W36x 5 re'=t •-o• F _ o.H! � --�=; -� i-y � _ _ _ _ _ � >� " • > •' °• • ` _ NOTES• 4 E� CORE � O � L4 x x ' `� r 4 , . . . . . , . . . , . . . . . . . . . ■ � � ALL � ' I LEDGE 4 9 -53/a 6 -6 3 -O 4 -5�/a 7 -5�/a 7 -5�/a 4 -5�/a 3 -O 6 -6 9 -5Ys I 4 q 1 . BOXED NOTES �� INDICATE A TYPICAL CONDITION UNLESS NOTED OTNERWISE. ; � LEVATI S � ANGLE � xxx-x�c i� 5 6 6 3.03 Zp S 2. TOP OF SLAB ELEVATION = 127'-O', UNLESS NOTED THUS� �� RE� S2.22A FOR ADDITIONAL SLAB `� � i 5.01 i 0 S .O 4 SIDES O • `� � � � � O � � INFORMATION � S5.01 � S5.01 � ,� iO '� � � �n '� � � S5.01 � S5.01 5 O 4 � i� • - - --�� - 6--x - � x x x x x x lV N W24 x 55 4 3 TOP OF STEEL BEAM ELEVATION = 126'-7" UNLESS NOTEDTQSUS� (XXX'-XX'). G O W24x �5 • i ' , 4 W24x55 ^ 3 � � N N N 3 �`' � S ' ' + REGfS 4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED TNUS� . x�_� . T.O.S. INDIGATED IS TNE PROJECTED T.O.S. - - - - - - - - - � - - - - - - - � - - - 3 - - Q•�� • • • • • TF9 . W36 � rtA 14 W 4 x 5 W36 5 I Q :' ' pY e � �•• FO AT THE � OF THE SUPPORTING BEAM, WALL OR COLUMN. SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED � � x � 3 � FRA ING x � 3g �,�� �P "�'Qi,-�; � , . . . . , . � •, , . . . �_ • ._ . 56.0 � 55.01 � o . Q ON PLAN , 7 - 4 7 -2 7 -4 5 -7Ya 7 -9 -1 O 3 1Ys 6 2 �• N. RE� RCI-I �, : �<v 9 : 5. <X'> INDICATES GAMBER OF STEEL BEAM, °� � i 6' � 1 '-3�/8 �' � � W24'X55 2 x55 W24x 5 W24x55 � RE� C E WALL 51 , i , : o : � I ELEVT ONS ( 6. PROVIDE 3/a' � x4' HAS , FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS� [XX] WHICN INDICATES TOTAL i i COORDINATE . N � i i : ; `�' � • � w � • � • � • � • �_ • � • � • � • • � NUMBER OF STUDS EC�UALLY SPAGE N A.S. ALONG BEAM UNLESS NOTED OTNERWI SE. N - 8 _ _ ���, _ _ N _ N � cv c� �n _ ^ _ _ - _ _ _ _ _ _ _ _ �� _ � _ � _ A .� : � �x 6.00 CONDITION W/ gyz- ' � x 3 x 3 x 3 X �° ,n , 9 ' • . . . . . .••��C� 7. �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SI-aEET S1 .00 FOR STEEL . Q4 i AIR SUPPLIE �_ 4�/8 -105/ lOY ' � W24xq4 � ' � 9�s Y8 3 �SSIONP�- DECK SCNEDULE. �0 � ^ N � •� , ^ � x �� SIM. � � -��O • !�� 8. AT BEAMS BETWEEN SLOPING GIRDERS, MATCI-I T.O.S. OF TNE SUPPORTING GIRDERS. � c� � ' � � • `r �n N � N '� N � N � N � ' c� T.O,W, O �O x � � I tn � � v � � � N � � M ('�1 �O � 8 /� � _ � � 9. T.O. PRECAST WALL PANEL ELEVATION NOTED TNUS� m � •o `O � m �` r � I v � x � � x � x 3 x 3 x 3 x � i� 6.00 • � 3 - xxx�-�oc n- SIM, � � c� � � � � � W12 x 45 W24 x 55 � � � � �n `� cn x ;o � � m x x 4 N x x . 4 4 m � � � 56.01 10. RE� SHEET S1 .00A FOR STEEL BEAM CONNEGTION SCHEDULE. �o O c., 3 �" SIM v i ,o ,o .o , m 6.00 i � I 13 � � 'n � " 11 . ►-� INDICATES A MOMENT CONNEGTION, RE� 1 , 2, AND 3/S6.00. • � , 3 � � `� 13 O , � � W36 m 3 3 � x- - - - - - - . - - - - � m - m W36 I SIM, S6.01 m c° � X i° a � � S6.01 � x 135 � O � ,� x 135 ,� 3 " � " � 12. RE� S3.00, 53,01 , 53.02, 53 03, AND 53 04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY , m S6 01 3 I 3 v � 6.00 I x x . . I m �o PRECAST SUPPLIER. O .� 4 I 4Q 6'-13/� 7'-105/8 10'-4Ya 53.10 m m v v � 3 4 13. 'SG' INDICATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP CRITICAL. . W24x55 W24x55 W24X55 � i i i 3 3 ^ � i W24x55 W2 55 W2 x55 14. COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECNANICAL tn - - - - - - - - - - - - - - - - - - - - - - N - N ,o - - DUCTWORK WITH ARCHITEGT, MECHANICAL ENGINEER AND SUPPLIER. . � .� . � � 4 � i m m i : ,� � � 15. COORDINATE FINAL ELEVATOR SNAFT DIMENSIONS AND LOCATION WITI-I ELEVATOR SUPPLIER. 6 � 6 5 � � � � 1 � � � 3 �r► � � � � R � 52.22A FOR 5 cr� �, � 13 16. �� INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WNERE PARALLEL TO � � S EPPED SLAB I 6.00 56.01 , � v 6. x S6.01 6' A WALL OR CONCENTRATED AT A PERPENDICULAR CONDITION. � E TENTS AND i � i ,o i � , ERFRAMING FOR. ,_ m 17. RE� S1 .01 AND 51 .02 FOR COORDINATE PLAN AND SCHEDULE FOR COLUMNS NOT LOCATED BY GRID TIE. .I � ^ - 5 AB SUPPORT m � O 18, TYPICAL COLUMN BASE TO GIRDER DETAILS, RE• 51 .01 . � � 'N 6 �� � � 46 � N � � � 19. QQ INDICATES STEEL COLUMN, RE• SCHEDULE S1 .04. K � - - 4 ' - - - - - - - O - - 20. FOR ADDITIONAL INFORMATION AND DETAILING ASSOCIATED WITH OVERFRAMING AT STEPPED SLAB, RE� S2.22A. W 4 x 5 W36 1 L6X 4 X 3�a �c � � TYP. W36 W 4 x 5 � 2 � x 135 � � STONE REI.r I EF � � � x 135 � i 4 U 21 . UNLESS OTNERWISE NOTED LOGAL DESIGN OF EMBED PLATES OR BEARING PLATES FOR STEEL BEAM � � � � S6.01 , ANGLE Q , 6 O,N. CONNECTIONS TO PRECAST ELEMENTS ARE TO BE DESIGNED FOR THE CONNECTION CAPACITIES SHOWN IN THE � �o I 5 � 4 L x 4 x 3j8 cp 4 6 I STEEL BEAM GONNEGTION SCNEDULE Si .00A, RE• S2.22A SNEETS FOR BEAM REACTIONS AND DRAG FORGES TNAT m � i 4 6 S6.04 � 5 ONE RELIEF S6,14 5 4 � �o � i � W18 x 3 6.00 S6.0 i SUPERCEED CONNECTION SCHEDULE DATA TO BE USED IN PRECAST ELEMENT CONNEGTION DESIGN. O 13 6.00 S6.04 � A GLE I I S6.14 S6.14 J 22, PERIMETER PRECAST WALL PANELS AND COUNTERFORTS ARE TO BE DESIGNED FOR TNE APPLIED GRAVITY AND LA? ^ .N - - � C�1 - - - - - ��5 - - - - - - - - - - - - W18x3 w •• FORCES SNOWN ON TNE PLANS AND TNE SOIL PRESSURE FORCES ILLUSTRATED ON SNEET 53.06. � • � • W3 x .� � W36x135 � � W36x135 � � � W36x135 W36x13 W36x13 � 126'- ' > � � �" � • (126'- ' � � - _ _ _ . • i • • • • • � � � w ' • � • • i � �O . � � � � � � � � � .� - ^ : -� . - � - � - - � � - - - � ^ - , - � - - � - - - - - - - ! - - � - - � T� - - - - - � -�- - � : 6 ; 6 � r' c�°,, 'm N � 5 4� � 19 6 � m S6 01 -a0 -'c0 X � X 4 I 19 � 6 I � cx�, N cX�, N W24 x 62 x Q �- � O � 5614 0' � � � 3 = 3 �- G 5] °� � � S614 i. x � " � � x x � x x � x (12 '-1 ') � x W24 x 62 �15] � � v 56.14 i 5614 � � � � M - - - - x - - - - - - - - - - � � O � 6'-10' 7'-2 6'-10' 6'-lYa 8'-4�/s 4'- ' 6'- 4' 6'-IOYs '-10�/a � •� .� S6.01 2'-8s/a � 3 3 � � 3 m � O ' m `� , , � m Q m 6' 5'-5Ye� 6'-4' 6'-4' 6'-5' 6'-5' �6'- 3' 6' O Q 2'-83/a W18 x 35 � � � � 11 W18x3 � � W18x35 � � �/ • � : O � ^ ^p � '� � '; °- .-, � S6.01 � � X i i � Wt 8 x 5 » � i X � 0 : � Q � � N X ' X ' X � X X X .i N N X ln � � Ii � 3 N � N � `-' I �' � � W24 x 94 3 5'-10 . - � � - - - � - ,' ' W24 x 94 13 v � � x LL k ,� _ _ 24 X 9� [tOl [10l - � � - - - - - - - - - - - - � - - cv � W24 x 94 [101 [10l 56.01 � J W O W a p Wt2x26 L6x4X3/a �o ., � � � `O .� �� �, 15� (126'-1 ') STONE RELIEF '; „ 5 W24 x �6 O � �r� ��� �.� 7•_4- 6'-18 8'-4 8' 4'-7' 6'- 4" 6'-4' - ��4 - - 3 - - - - - - - ANGLE N X � � ^ � .)6 3 �126"� O �126' L6x4x /s .: ~ � ` �-- � � .- � � N N N '� � • � ^ � ' ' (� � V OC � 2Ya STONE RELIEF 3 � x N � cv • ,ro ^ 56.04 � , N� �, W12 x 19 c�v '� m �� ANGLE N 'O x � � � P - r. � 4 - � X P - _ ' x 1 _ ^� `� �,� .. _ _ _ _ _ _ _ _ N N N _ (V �D X �D _ N ' _ _ X �O � �. � • r • S6.04 � � • X � Wl 35 ^ =- ' � � � x �2k `� � x �O 3 `-' , , 1 � , N .� N .� � . � 2,,6: g m N N 3 W�ZX1� 17 17 (1 '-1 ') ��� (1 6t . . 3 N � ' N ■ W � � /� `� `O x 3 v W 1 2 x 5 56.14 ^ V J r 7'-4 ' 3 N 7'-2. 3 �' � X N n' S 6.1 4 W 1 2 x 1 9 2 � � 2 �6 ' V W 1 2 x 5 8 N :o N -,o Q � � ,=. � (126'-1 ) (126'-1 ') (126'-1 ') 3 �' v � � n/ ' m v � � � �b W12x19 O.H. W12X50 3 d- I..L.. N . N N -� � �i� 5� �126'-1 ') E i � i �126'-1 ') i S � 6' r � m � N °'a: �� f�l W1 x 50 � 1 6�6 � J ��� ''� (1 '-1 ') 56 03 S6.03 ��l?� �ry�N ' � � 12 x 58 •_ � • ,_ . �_ - O 4 7 /a 4 3' 4'-7' 6 -4 ' 7 4Ya 1 '-5�/ ' 26 y8� S' �ryb N ; U26'-1 ') 6'-4' 5'-10' 9'-6' 4'-�'a � J �. _ _ _, � x ' �` : 4 S60 ^ N N ' � � ' S6.16 ` . 3 • ' ` - � ' 3 i - - I 1 I ! 1 I 1 I N X � V � k - _� � '"' ;� ` 3 � - - 1 - - - - - - - - - - - - - - - - - - - - - - - - W � , .. � r � � � ', � L t � 3 Q � �� - �b, - - - - - - - - - - - - - - - -' • W� 2x � 9 F F, • - - ` �� � �0 3 x N � ` (126'-1 ') �" e _ _` � _ ' .� -� �� N • ,� r _�. ,�.� _ � � - x ' m ' N N x _i � � •^ N +�O S6.16 3 � ^ �1 y�1'��b 12x72 � � i � i i i i i i � ,� (126 1 ) IN12 x 19 �? � � (126'-1 ') � R - - - - - - - - - - - - - - - - - - - � g � �;�6x,'•; � LEVEL 3 � �� � , , , � � � � � � � � Q � ENLARGED PLAN .� [V C °� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N V AREA #3 � O� , '� N , I ti� , G � � �r 0 o •� ° � � � � � � � � � � � � PLOTTED MAR i� � � � CHK'D BY JRB w Q � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a > 2 3 4 SHEET NUMBER. O � J I � 1 I f 1 I 1 I 1 1 1 1 > T - � - - - - - - - - - - - - - - - - - o MATCHLINE 52.22 Z - � � � � . �� � � � � � . � . � � � � . . � . . � . � � . � � . � . � . . � � � � � � . � � . � . � � � � . . � . 5 ■ o � MATCHLINE 52.24 1 � D . P .A. PROJECT # 06232 .00 � - SCI PROJECT # 04- 187 � a 0 � ci � � , r k 16 17 18 19 20 � �0 Il �Z 13 14 15 OVERALL r 418'-2' •_g • 8'-10�/s 18'-3Ya 24'- 4Ya 23'-11Yz' 18'-11Ya 5'-5Ya 13'-7�/a 13'-6Ya 5'-6�/s 21 '-10' GRID TO GRID • �� Y8 � • ' � QrChlt t$ 0 � � � , , , � � � � Q � 1'-6Y2' 2�-1 ' 2'-9' 2'-9' 2'-SYi 2'-8Yz � � � � nc o 3'- 4Ys 123 -7' � � E=500 PLF Q 5=1750 PLF 2301 BLAKE ST , STE #100 A �[ �[ �[ � � � 9 3N 61 8�55 F�303 86 83027 �� � � .� � � ,. e� " �c Y � � I I � o � o I I � p o o p � I I o 0 0 � � � N � �c � � � ! � , �.;Q u> �n `` " { � u� � O ,o � '� cn � '� ,n � � ,� 'n � � � m � ' � � � i ' v o � � . � m r �y � r,= m ` °° N � r co � � E � � I I m �., c� � � 35K N N v 0225 MAIN STREET UNIT C101 � � � � cV ' N �n ; - � � J � I I I I I I � � � � N EDWARDS , COLORADO 81632 � � U3 (A ° �� � ; ` J a I I Q 1,� 2 3'-7' � I I � � � � � , W 970 926 8960 F 970 926 8961 , . � � w � � .., , n. ( . � J i i J � � � � -�— J I I J J � � J Q – – � Z Z " � v' � � N a a I I a � I I a a � � a °� � � °� '�8 J J ' ` � o I lo o I I o o I I o Il � 0. _ _ � � ' 1Q NSS4 x 4 x %a o I I o N � � � D6 N I I N u� � � c1� 35K —� POST � I I � cn �� � ' Wi8 x 35 I I � �� i i � cn I I cn � i � � i k ' W18 x 35 1 ' � I I 3 � � W18 x 35 . W18 x 35 I �18 x 35 � � � � v � � � U23'-9') � I � U26 -7') � � I I 3 Q 197K 3Q � , I I -� ■ . ♦ Wt8 x 35 � � � 1 I I (126'-7') 4 0 ♦ (12 275K �125`-7 ) , R TE ;n I � - U26'-7'} � � �[ I I 197K Q I I � � �� O. � - I I N - - N _ _ -_ N c`��, W18 X 35 W18 x 35 W18 X 35 � � I B R N � 18 3 .. � c� � �p (126'-7'} (126'-7'} (126 -7 ? ' N (I26'-7' ..,.. 3'-15/a � � p . : ' • 2 -4 W18 x 35 - - � 3 (126'-7') ( ,, � � 1 '-63/a 2'-lYa Q 1 'OYi1 � �n � � i O 1 '-O' � � � OS-4 � , � : : r- , . � cn � , s ; , i r' , r"'-° ;0 1 '-O Q i � ) c0 � x , cv W18 x 35 � ,. � 1 � � : �o w c� r . W18 x 35 W18 x 3 r- 1 '-5�/a � N N � �J � �119'-1O') 1 p• c� c� .... W18 x 35 W18 x 35 � .. _ � (126'-7') (126'-7') � � � � `"` � U 26'-7") (126'-7') :,, F ; - � � \ V � �� i �. Y � ' .: .^ � :.. �F � . ., D6 TREADS 5 -2Ys m i�i X ° , , . ° ,r..�� n HSS4 x 4 x Ya . �� �..� "" —�-- x " " 't� X x �� �•• �••� cn POST m , , W18X35 Wt8x35 18X35 � W18 3 W18 � 35 8x35 . W , m `� RE� ARGH �. ._ • ° ra cn � -,� W18 x 3 W18 � 35 . ' W18 x 3 WI8 x 35 . , Wt8 x 3 38 X 3 `-�' 126'-7' 126'-?'� ( 26'-7'} ` = ,__ , �; _` , �,.: � .. � ``° - - x ^ � 5 -- ~ � ° �_ - �.. - •_ . .� . ,. � 6�..�• ]2b`-7' .� r; >. (l26`-7') �126'-7'l .. ;,r °, '� (126 .. ) � � ( „ - _ x � _ � ., {t2b 7 � (126 7 ) (126 7 (t26 7 ) - � 2 } ( , ) , _ _ W18 35 � .: . : _ ... _ . ._ . . ,. . ,,,, , _ y - ; ` ,, : : � ' / ; C } } /� x 5 . . ° w,_ ; , . _ . . ,.� _, : , .; � W}8� 35 :, * .-a . W18 X 35 � ` W18 3 (126 -7 ) l - °, , , . � ° , _,,, ._ . ,_ . „ - Wt8 x 35 ` ; , y y , _ J l r u C ` u r V l . ) U 24'-11 ) , (125 7 } U 26 7 4 ,. , . .. , ,.: ._ . ,,., . > �- _ . _ {l26'-7'} � , i r ,. , � � .,4 - : � , ,,,, i , �.. _ , : : : - i � ■ n I n t s � ,-, � S- . n , n . � n c�t ; , V � ; .,_ . > , , , . . , _ _., 1 . .. .—• , . . , _ \ . . ' <' : ~ , � � _ � . : _ ,: . ` . . . 3 , ._ , ; . � } - } r h �; , >.: r, � , _ ° - ��W �y ,n 1 1 . - . , . _ - � r r , . :._ - a v . . _ , ��� _ � . � . <, �. , . 4 . \ , i i t ... - _ .. — CO ,-., cy cv tv .--. N S U , _ . �, � . . , _ _ - - �- � -- v _ orporated _ �� � � _ � , . „ � , ; N N : ;. , ,—• . .. !� 1`, C M . ..... .r... ..._. ._.... .... ....,. , . ; ,.^ ' .— , : .-. , ;,,,, , . , � . �. : > : � � _ � . .. "_ — _.., .._.. ;_... , ,. , Wl $ x 5 _,., , __ ' <;W , _ „ '_ .... „ . venue 300 �. t., _, ,. r W 8 x 35 � � >e_ , .� .^ -- , . _ �. . . ,. � ,- _ , f ,. . �n � u� , , :a _ ° . .: ;� in i� ' �n :o �n 3400 E Bayaud A # � . , �, ,_ � _ a r�t - „° . -. _ , z , .. �; 1 b , 7 �, :_ - tt2b ) . ,:: ., ,°- : m , �,,� = cv rr� � rn .- Denver, Colorado 80209 � , , „ u� ,:; u� _ un - �:. _ - ,,` ;. . . ( 3 ., _ ;. _ . . � � � � � ' �.. � ..., ;.., x , X ,� x . � . � . . . ., _ ;. �, ,� . . _ _ r� �► , , � ,.. r� �� . ...,_°.: - � . ... , A _ x � - x - - x ,z �, . _ 303 399 5154 FAX 303 333 9501 , b p �v _. � �� , 2 21 � ,: , _.. ,._ , : .. , . � , � �.� - " .. a0 c0 +�Q � ) � � ) � ,.,..,. x x x ... ° .,.:. � vv ,. �o . _ ,.,.. �;., -- cp cU sC1 , .: i[) , . � 1 `*1 � _ � � _ . _ _ .;; , �; � , ..,.. , .. � w = ,. ; �, , ,:.,, " '� . ; . Email Info�sci— denver com .� SbJ 2 ,.. u) , „ cp co ., oU ^ ,- � c� ;, , . r . . ,. � . ` ` � _ _ � r� m � _ . < , . , . r : r r r, � � � uy � � .__. , ,- . . . .. , : r. r� -�. . : , � - � � �., , �. ,,.. , F , - � - � x 1t} , : 7 :.;i , , j � ,.; � ' . -� sg . 4 „__,,. , » . ; ; - , :: – , `vr., � , . y , , , � � � � � SCI Job Number• 04 187 • _.sri _, � � � , � , » . � . t ;; � , . N ; . ' - , ,,� - ; > ,. *O , �fS ^n , t CO _ . � , < > � .. . , . :. �, �L1 : �O y CU CO � ,, � _ . -, < �O ' � � ° , -- „ ,,, , - x �,. ,. � - , . , °.. -_ , „ .b , - , tp , , � : 4 _ . , . !� : N 1 , N N < , ` «-- � r— � , ' x �; . > •�, �� . . . :., _ - ,,.µ, - , i - , N e'f. � e- ,1 � .. ..,. N N ; .,_ ;z. a,r a ' � - „ M .. ; ; ,„.. , .,. � . ,., <:., ,;. ,., ., . �i ' __ _ � �,_ , ,,o , , i,, � � � DATe NO. ,. , . ;.>a, • � �. .,,,, .... .r.. . ..- t .<>- � ,,,. � ..:. ., , _ -y , . . _ .r . . . , ,,. . , , .,> ., IbSUt/KtVI �IVN � � _ ��y : n _> _. <� x - � ,�, , �., ; . �. � ., .. a h _ „ , � , � ) . � 2Y :": : :!:I .{' " Cq _. r : . ''_ W .:q. .� ' aa «,.a ;• •l'1 .:.. . M. n s ; 'th" ' . � ' ., � . '� . ui � .,., � -,� � _ � ED W , . . Y , ,. . a (U : N . , �i7 lI) ° ; - `� 11j �L �L _ , �fl !K1 �L � . _ ; ... , ,. , >< ,� ,,,,. , „ . .,, _ . �O . ..-. .-., v _ , , ., �1 `� .,. ^ . ,.. .— ,, � ..� {� - fsl t'� �'? N p,, . � � „ O � O . ,. , ,� � _ r� , O _ � ,,,.., �t c� c�1 x , , � v. :. .::;, � ., ._ _ _ ,. , � .. _ U? UI �L . - . .. . �L ,:,_. �., � , � . � . s O _ „ ... .. � x x � :; x ��w = x . , � , x <r �t >� .; � � . _ N : ,�, . ...., _,. x ` ,= � x �- �_:. _ � , , u� u� u� u� , T SET 01OCT07 � W W O � O ; . ,� . �tl , „ , ,. � cfl � _,� , cp _ cp , � � , <r v u�i �L w'. , ,, , - -; : — _ rU , c�p s cp c0 , ° � ' " �.. tC1 U7 y.. .. , � a0 , ; - _,. = c� S 4 ' , � : � � , _ �. CD PERMI N a � � S-4 � - � � �n ;, x Lf, . �, , x . , • . •.• • • . • . . , . • . , : , �, . ., • • ,--�,�-• m x � � � '� ^ ,. . *. � �� ' _ , � , • ; , . , . , t .- -- ` v #- ° , , ; . . _ . . . , . . � . . , � v 3 .. � , . . ->. � �* . L CDS 01NOV07 _ .,1 .., J ap � - � TURA , _ . STRUC ' cn u� tn tn • _s 6� � „ , , ,,. < , - - __ � . . . . � � �. , co . .,.. .... � � . , ' , � „ ■ �" ,� z tL ' � 3 � - — - • - �i � = ,+ 12DEC07 > ., „ - , : _ � ^ ;: x, ,,.. __ _ _ - . i ; . „ ( � D ' - - � x - - i T�7,'-�" a y, . t' • � � +� TOVRESPONSE Qj -- �� . , , ,. , ^ •; i ` � c0 ;; t0 °, , � , y =;, ° , . . < < ' .:`. .> - , .� ` „� _ �-= #10 24JAN08 _ . , F � S�OPLF E � ; .. , . . �, �< < . , DEGK . - 29PL.F , ,. �. i ._ _ . . _ , � � ' ' =AB4VE r�. . -. ... � } • , u� , � ` O - fr , _ � ` '" �. ,� ° _ ,: ,, _ „ , F ,. ,. . � � , m µ �; I � � _. � . • : : ; . ° . ' ,. X , x V RESPONSE 11FE608 S 18 2 ,a � ` � . ,-, �y Sb. ' ,�D.�2� . ` � ,;: ` � . , � �v � TO Q p `� ' W z 12 : T , ` ' ;� �80VE , ,< ' , , � : �' ` �' ' ' % ' ' " � ' ' ' � � �t �t � - tL � : . � - . . , • .� ; . .�, : , . _, . � . • •. . • : . •. . •--- � - �t �t �t �L �L , — ' , , �t �- _ �O 23APR08 4 , .. , . � . ' ; ; . , . St � � � O p � . ', • _ , � , O � '�t O =. op- p E_5t30 PLF p _ � � � O O � � $ CCD #24 _ , �� ' . _ ,�� ` _ _ � s �azq ��F � � � ° " ° N �,$ o . � , , _ _ � r`� cv � p �`; • ` - N —n - -"- - - - - _ � - - � - - � - - - - - - - � - - m - - - - - - - - - - - - - - - - ` - - - _ _ _ - - _ - - - - - - - - -.._ � " � ._. CONSTRUCTION DOCUMENTS 08AUGOS — — — — � .,._ ._ .... ..._ ..w. — _ — — — � - — . - - _ ,.... .._ ..-. .._ ._... ..,� � - .,.... .,_ � ,.... ._.. ...,. _, .,... ._ ...., ..._ ...,. ..._. _ E — — ..._. ..... _._. .,... ._. ..... _ ..... .._ .... ..... F , ..... ..... ..._. ..,.. ...... ._., ..�.,. �. ..... .._. -` ...... ._.. _. .... _ ..... � -- _ at - � SEP08 - ._. �,. ..._ _... ...... � ..... � , ,�:� �, � �t � .tJ>5. , jt , � � � -50Q PLP� ..� ,... ..r. r. , . w . _. � �_ � . ' yt , �� _ ' O � O � , � . .�...� , f � - >, E` � � • � � TOV UPDATE SET O O - " . � . , . O O o �a _ , . ^ ^ � r 4 r. � � _ ; - �p `_ .- 125 -7 .. ; co - ;" � ,= _ ,. � ;., ' ° m E�C�PL.F 4 �:. ..�..�» ,� , � s� � �� 10 .' � ° _ � � ° � Kr • � . �� _ .. m ,n ...�... � ;: , � _ � � . n , �� . , ; . . . , � _ _ -'• �[ , • � 4 ' - . . , • .. . , . , . ; ..��, � _ � ,� � � , � ° O , . . , ,» .. - � , , , F — t � �y � � �t at � y� , _ � - ;. � _ , � - � _ � - - u� � -� � �O � , 2 K � - - _ _ � _ , r O � p �n � u� � O _ c� � , , � , � � � � � , � - _ , : . � Jz , ;° , � . ; . � _ . ,, . . - w _ � . ..� � n . f � _ , N CV . , ,, ,� . - I „ • �' , . . e > , .. „ . ` � � _ , , _, . „ , ,, , � - � .. , ; _ . , ` � . � � _ , . � , , .. , . .— �, . , - i < , i � . - . __, , , ,. ' , _,. V . ,., . , ,.;. � ; ; , � ,, . . 1 - ,:F � � r, .,, � ' . _ . � . � . < � , � .; � ,, . __ �, . , F �. �- ; . , . I , , �� „ , , , _ I . ' : :. 4 _ ,_ �. _ ,. ,.: : ; . _ . -�. ,_ . � . .. . ! ; � � .. , , - M :. . o . .. : ._ .. ,. . r. � ,: ... , . , . i � ; � �. . , . . . _ , . , . . � �4 ; <. _ �.. _ . . _ � . � - . , r , , ,, , � , : _ , . _ .,; _ � � _! _ ... _ -- �. � , ;, , . , .. s : ti; . � u . _ . _ � , - _. , . . _ _ _ � _ .,. 0 EG , _ . , . � . , , / . D S . . _ _ ., , , �, w � .. . . . , w. � Q� T , _ � ,.� , _ � : r . � ,r, . , P . . ,,, e�„ M . ., ,,, � - . . .'- .>. . ..,. . � ° :; �_ ,. ,i; s:r i:,. , �. ..,., _ . N � " • • z ^. F � . ,, . �. - � , ... �:. _ _ ,.. . � � . . : � . „ . _ O ,, ; G o . . � , ,;, .� . , .. �_ -� 9 r .: , , _ y . . . . : , ` a� �, . RoYa . , _ F ,. „��,.. ,. � , � . _.,. �� . . . F ,. . . . . -,,, . . , � _ , , . ,. . , . ., . .. , � .. , . . , . . , , .. 5 . . . , , ` , o 0 � , � 9 , , , . .,. . 3. ._ .,. ,. . . , ;,. . . ; : , . , _ .. � , � . , .: , ,r� : _;,' � , , - .--- _ ,. , , . � , � ,� ;, . , ': . , , <, . . . .:, ...._ m �, .� V. : , .� � , .. ;, r . , , _ . � ��c� _ . , � F . , . ,,. _ , - - .., - �° r . , _ .� w.,, . -:. .. s,: _ .. - r .r ; . ,., • , � ,. < r . . , > _ . ,, , z. . � ti . . x . . _ , , . . . . .;�, x Q � _ . � , , . .:. � . . , . . ._., ,; .. ,: ;, - x . . , , . , ., ,_ .. , ; , � . ,. . ., M u� a � x . �x . _ . . s. .. �, , , . � ,, ..: � ;.,: w . . . . � F . _ < � , . . , .x . . , ,, .: ° ; r , , � , . - ,. , ,. _ , .. ,, �.,,..: , .:,_ � W. .. . .. �.. , ... . < , . ,. ., ..,. : . ;- .::., . . ; ., , .. . . ..:... . .,. . . .. . . , . - _ _ , , _. _ a . ... ;,'r . � , .. _.. . . _. ' - - .. . , . ... �f� ., . . . X ` " X �('� ; . , _ , . s s ,, > : � ,s �D �O ,°. n � , , , : ., . , ,. , , o >„ . _. , _�. , .. .. . .� � ... M/ , rre . .. G :v F . t- ,. _ . - . ::> � '" , i+ . . . ,.:r � . 4l f . i . i h .��y e. , .. _n. . , .,. . � , ' .,r , ,..: > ,,, - r .,._ , ..., - ...., c . .,, q ; y, ' „ • • . c . : :.., r .. ,. ,., ' . . . ' .. �. >_ ::3 � ... . - ' .. . . • . . j /j . . ., . ., . . � av ,. . �,.,. �<. ., „ . ..,c -: _ .. l - .` ..a . .,, .)'. : ... .: ...� .' .. .a.. a ..h�F> , - -:.�4...y.c .._ . ��� .,:.a . . �. . . ` . � 'S a a . � . �.. . . . . t. .:_ , . V . .e , v ., .... . ' . . ✓ n ` • � . :.>i.. .. .:- . .. -� r�y'.'.:' ..ri . � ry. a .. .o • y1 't / n . {// .. ..i s ...:. . . n . . . .,. . . . i ' .. ✓. . .., } r:1 r n . . . �.:. 5 r.. - ., xr :- s a , . - S . ik `^ VJ f -. >„i ., , n J� � .. :•, ' .+. .r .. . � -_ .. /ae :, . .. . `. .:. . ..�. . „ '::�. ._. � . :. i�, " , ^ � 't, �j� • � . . . .. . Y,.. � .. . �� „ ' . _ ♦ ti� �'::. VJ aF ^ VJ � w,�a , _ - � „i�.;% �/ . . 3�` . , , ...d,.s .� , „ • „�. : �' . .,. .. .. q. • .�� . .. NS<. � � , -- . � . .. M � 'n.T � �� • • / .. .. . ., , � . . � , .a. . .,, � : ., r . : ''.:: . " , �..* . .... YJ , " ,.. ::. . _ -• �° . . . , .x r ' ° " ' � � .. . , . � , ., � _ �:, , , . - W, w ,. .. V . � „ , < ,. � I , . - ;; . . �, :. . , . . .:. . � ` � _ � _ ,. �p _ '1�i , �,, t a.. . . „ ;: , �/} � �u N � , , ,, , _._ �, , ,,, . , ,,-, , � , . � � . . ; . .. .. . .. .„ , w: . __ . ,> _., , . � , , � , , . � , . , . � _ � � � . . �,- . , , , .. , _ . , � �, . >... . � ; - . . � �, , � ,,, , . . ,, .. , ,, _ , , . ...,. . .. �, . _ , U] , .. „-. � - _ , _. � �... ., U� �,... ,. _ . , , , _ � .. ., r �; ,., � . _ " � , � . �. , ; �. ; ., ..,-,� .. . .• � � .. :_„ , .: � , . . � _ , - . , . -,; . , .. . . .. _ �� � _ D C , . _ , . ,. , ,. . w, �:- , � � � — , • . . . . . • ,, :.w , . . , , . , , , v � S ._ ,, , _ �.. .;. . _� .. .i .,, , . . . t . _ , ,� „ . , y' ,.. -��_a '^d � � . r -r^ .. � � „j5 ;,. ,'�.;' (1 ^,. ..''.: . ., �� . .. V �^ a � � � ., r . � .... � �. , .. .. .. ..r. . ._ .; • . .+ ,:.., :,,p a., /o.v„ ..x , y "i' .#, ^t. :L ' i . ..'. ,. .,f... , .„ £a .. . �j. ,. ., � , ,,. - . , ,.,, ,.� . ',.r,. , , ..:., ,.;., . .. .:..� , , .. _, , ,: .. . : ., ;... - ., - . � , �„ . . ,;:, � . _,_ � , , ., . ._.. , sd," , , . , „ . .. . r i.. -:., . �., - i'�., ... . , n . .. , _, ._ . „ , , � . . �.: �.:. , . ,� ;,,, U � .W . . . ,__. i ., . , _, � . -, � . .. .. , ,,,. r . , ..,. . , > -, „ ;r, „ , .. :.:,,.,. . . ,,, , . ..... ... ,,,. �. ,,, _. ,,,., • , .,,. c „ -. ; ... .,,. .. , , a ..:,.« _,,,.,. , ,., , . . ,.,. ., E• ; - - .4 ;. _ ,�. ;: .. - , . �. � ,_. , .: o„ e . . ,. . , ..:,. ,,. ., ,, e ..,r, y�;,^ .SF,,,. , . . , ,..,. � :.. ,.,., ,,. _ . ;: . ,. :. � . - - , i ,. .. . ,,,.,,,. , .. , ' , . S . _ V , .. �, , .,.. „ ,,,;.. .. , , ,. ,. . .-�_ ,- .. ,;e .... ..; . >a�. , ,, . .... .; .. ,. , ;. . ... �.: ,. ;- ., ..,, :: ,; ._. l - s• , „ ;, . ., . , „ . .. , .. , . .,,., z. �. - . . _ , . ,� .s„ , , . , . . .. � ., ,�i�. . .,.,. , , , :„.., � t . . ''-i� , -,AJ. ., ,,. ,: - - a ,.., , . .., , �,. ., .. �. . . _. ,. .:; v � ::; . ,_ , m , , .. ,. - . . : ; - „x :.:,, ; , , ., ,.:, . ,� ._-,, o .. . ., , . . �. - . . , .. H , _ . __ _ . . , , . � ,, � , .,. H, ... . . � . ,._, , � — — T � � � a � . , . , a . r.. . �� � ,. . . .. , , . , __ , _;�:;,- � ,, , _ . . ,. � , . _ , . . , � ; � �, . _. �. . .,. � . . . ,. . l a . i . _ -< , �� A . _ . . � . . __. . ,. __ . , ., ., . . . . . a t - - , .. .. . « �, . . . . .� .� - � n..: � � ` , . �,t.. . . ,, . : .. ONA � � 0 . � , , _. - � � x � . . ,. . ,,; .. � _ � , . t ,. _ . , � � ., p � r. . y . . _ g � „> _ __ _ . ei . . . . _ , ,. ;. n -• : „ '.,:.,._.�. . .:... .,., a„ :. ,:� r .. ,..� y .... , " . ' - " 3 i,. . . . , . . ., , . - , ;:, - .� �.� , . . , "'.. �: ' . ..a` .. . r .. ne. . . . . . , ... , '„FiV :.I . . .. .. . .� � ..I� . J•, . '..;, .. ... .. :K ..: . ..: F . . . �xi cy .'`r . f .p " � .a =. . .: . � i <3 e . :. �.; � � �_. °R S 5 ) � .,. ., _ . �2.''..r � q.. ,: ,.><C. .5 :".i. . ' .,. . ''.. .. P, `: � . � '� , :r,ua . .: . .. . v R, ..: .Y � � . .. = .,_ , .. .. -, 't . . .r i. :, c .� x - >. ...:.' .,. .-,. . , x., . . ., , . ., ` Y', !_ '" ' •^ �- s...n:. . v.:: , . ..r , - :,.. , ,.e ..✓:; .. ...r. ..... .i , . :- � . �. . . . ,,, . . ', . ��., r .;� . .. . -- -_, ::_. , � ' . . „ .., .:.. �k / fo- �S f\ , ; � �..... . ... .. .. .. . .�- , tf'.,< . .�, r .. . ' s. % ... ,. :_ • , n....- :-- Y:.,..; - .... . . . .. , c . . ... r � ., s. : .,.,.. . . .. . , . .a .:.. , 'jr. � S ._.. oc. . „ .... . . ... - . , . ,. „ . : i : ,:. s .. ., r'�. . .. ,,,_ g�, . . .... .>.. r a , � . . I,:.: qa _ ♦ ' ,.e,ry „ . : .; . .... ... ..,� , �.i . . .. �../ r , .,:. .:.... �'� a .f , . ,,:. . ..r� ._�.. ". 5. T , ;: ,..< .. -, ..; <.. . .. . : ri � .. : ,. . ... .. y r -3 ..... -:.f.:. � ... p. ..:v. .. , w, ,— n �:::i-, � . � i ' :. .nw. _... ., . .,.> .. � ,.-, .. ,:. ,. . . ., -::.. ' � , " ,� ,. ...:.. .., v.., ..,, z .. .. , . .. . . � .. % „ . v ,� 1 .,., ,. . .... .. r. . � . . ;-_ . "- -. . / . ,.. e, , . «x/•, ' ! " ., .e . �_ a .._ ..._ .v < < .W. . - ,. . . r . �... .i, n..•. . .. .,;. s . .., _. � . .. . . ., . . . r ,:,- ,. ., . . �.., , . . . .� �:., . .. . ':c• , .... . . .. . .,, . � ... ... , .. ,. . .Z ,s . . y. ,.�n l i ' - � . ., ,. ,.,r.< .., .. ,. : .�r :,N` ; , . .., . - , . .. . .: _ . .. . . , ., e � . � . - . ,, i .. , i •:.. ., ...,,.. . .. ,.. �. . , . . > S� „ a,� .:.a.. S ' b. . , . . .v . . .. b . :z: nr ., < . . :. ..L« . . F � ,_ . f . . . . _ x_i . , !; - x .. . ,.. „ . . ,.,,, .. ., , , .. >. .,,.<Y� , ,. , . .. , : , �. . , .. .., ... � ...,,,. , .s.,.. . ::. -,,,., , .:. y..,. ..,.:�r . r � ,.. . - ;.. ri. , _,. . . .:. ..� . -, , . . ':;, ,., .._. .,. �.: �x . , i, . . ...,.c. � ., ..z, . , . _. •.✓ K .. a ai�. ,,, ' /.�''. .u. . , . .. , , . ,. . „ . , +' .<�''.,. , . , �, _ , . , ., . ., , . , ._ , ;- « _ .,.1 „ :;� - , . , ,, .. -, ., , „ , . ., 3•, ., i :. ,_, v . . , _ . - . . . . . , _ . .,_ , „ . , .. . ,. , .. _ ;;,_ , :. . ,. w - �� .. . ... , . : „ ..,.._ ., . � . ,: _ ,. , . - , ,_,.... . . .;::, , ' " ., a . ,: ,. :,.. ;, . �.,. „_ . ,.:�.. �-.; „.. _ r' �. .. .. , :.,,..; ,�.�. . ... . ..., .._, s , . . - . Y , .. -. ., , .. . . ' :. `< " . , . ,., . .; , < . ° �'!!;. .. „ _ , . . , ,�, ,,,, k . , . . , . " , ��, .� . ,,,. . .::, � . . „ , . :; ; ,. . ., .. . , % .. .. - _ . ., ... _. . . ... .. .. . � .� ..<_,. ., ,<:. ... , _ .. . : . . , . : _. . .. ;>, �"a � . § ; � , ..., , , ._ . �.:, . .... ,.,_: , :z ,° , ., ...F . .: .. , .. .'s:-.,. . .. .. � . - - , ... , . , , ,. '- - - " _ _ �. � 4� _ . _ _ :: � - _ �.�. - . .„.. .- � . . . , , .: . , ,- . . _ . - . y . ,.<, . , . . _ < .:.. , . , ;. . � ,. , - . .z. ' , ,• . . . . „ � ,. . ,. ;;:' ; , .. . - � ,; , . . ,.. , , �`� a% � � �n , � - , ' ,� � -' . �>: .; , a. , .,� .._ <r . . .. ,. � :. ,. � - � , . , r,s, , , . ;. , . .w __ . ' . . � ,,.,:., . , . , , ,., , . :. 'z' � .. . ., a � . . . - � „ f',`.,..: ' .. ' '�"3 , ;1.. < . , , .,, .,., .,", ; :; ?, . .c, , . ., , s: . . _ . ':� .>,�, _, . y, „ ,. _ , , y..� �. . ::i ... .. _ .. . . _. ,. ... . ...s ,� . ., ... d : . � M .. .. . ..: , � _ -�"i � ." i�v`"� - , .. �r �� . . . �,;`. .i',:: , ,.• . . . , _,,. . . ..;. . . . -� n�� . Fs. .,k'� . �%. a, -s� .:� .. . m'., e� r,, , _ ., u .,-. ' ,.,� -�. . ' _ . : . .��. , > .. . . ;_. _,.,: . ; :. ;.:: . n , a r , . . . - „ � � .,, � , ;. „ ,, ��<"::. � , . �, . '. � „ ., � ::� ,' ,,, ..:�. ., .., ' �r.„ � " ,. ,, , ,,..:., � ,., y,, ,,. . .- , . , . .. ..... , � , . , .._, - . ,,. , � , , ' � , � <� a• q , erC'. ,. , ., s �. .:e ,. ' :.,, . � . .,. ,.. �rc. . . . : .. . " ., .r� .. .. ;:�..,.. rz Z �/ , , .. � . , . . -i ., , , ::. �.a.,o .,., , �� . , x, - ,.- i , 5.':..', • . . -_. rv5y , . . .,.�r_._., „ . ) >. � . q ., ..' " - , 5 , 4� < ., , . . . .. ` x;g�, n . . , `1 � .,, ., s� i �; . . , � �. ,. . . . ::<� ; . �, . ; -;- ;, � .0 . ,, � ,. .. . . . '�. ;.;''". .. � .r. " ' .,;,, - ■ � . . ,. ., r .. �'�'� � '�� �� ,q.�; ',� , W18 OVER FRAMING ,, � � ;"�.: s ,. , . , , : _ � � . , �., � . ,< � , „ ' . , . . , ,, , , . ,, . ,. , ,,,, , . . ., ;, ;_; t , , � F, , , . „ -- -. IS SUPPORTED BY = - , ;�. � � � ; ,.. , , � ,. . . . ,: . s , � 6; , t , �. `," . , � ,: > a � , 1 � . � � .< a < , , , .,, , , ,, . , : ,. , F . X X STS , y , , , . HSS4 4 /a PO . .; . , �. . ,,, - • � • � �,,, . , ,; ..,; ° . , ,., . ; <:_ ., q, ,, , '"�1 ' _ � ��rv , ._ � .. ., . ; .., _ -O c•, � 10 -O' O.C. AND AT Ys 1 � ' , . „ P N AREA 3 � � _ A �GED LA �- . ENL . L EVEL 3 � r� . r � . , „ � �, � �s` EAGN END W/ �" � ... � . - � , ' -' '-n - .. - , . . . � � - � LOWER BEAM � - � � o ;. . � - � �� -; ,- . _, � <. . � � /� NOTES• � � , � ,°., - .. �„ °°, . �„ ' KICKER SUPPORTS � „ , v� d2 � � � 1 . RE• S2.22 FOR PLAN NOTES �` ' m � '� � � � . . � _ _- ,. Q2 � , � � , � � . , � �o TYP RE� 17/S610 � �` � � �< � , ,' , �_ _ � �, , �; �; �� ;n � 2. �'� INDIGATE DRAG FORCES TO BE APPLIED TO DRAG BEAM GONNECTIONS AND PREGAST EMBEDS. _; ,, � �` z` ` , 1 ; r� \/ � .. � 4 .• , . �� . ie4 . r . : ' � ' � _ _ . . 3. FOR STEEL CONNEGTION TO PREGAST RE� PLAN SECTIONS ON S2,08. '" � � _ _ _ ; . .,, ,. , - 4 . FOR STEEL TO STEEL CONNECTIONS USE CONNECTION SCNEDULE 5-2 ON 51 OOA U.N O �r �✓ fj � c _ - � _ _ - .1 • ' � ' ;: „,� � _ � �� ° �� � _.- 5'wi0�/s` r - �'-1JYa ' , �� _ � �� � z :__ 5. DS=X' INDIGATES DRAG STRUT CONNECTION RE SCNEDULE S1 .00A "� � "� " ' _ _ - R=X' INDIGATES UNIQUE CONNECTION DESIGN, RE LOGATION SPECIFIC PLAN SEGTIONS AND TABLE "rn _ _ - - -, - � ' 6. K PROVIDED ON TI-IIS SNEET. R-1 ; PROVIDE CONNECTION AS DETAILED IN 9/S5 00 TYP. AT PRECAST GIRDER ` � , p 8Y2 ���r U - CONNECTION PER SCNEDULES SNOWN ON S1 .00A. � 8Y2 " 7. S 'X' INDIGATES � � � � F � ,, � ; , , � . ,, ; . ^ - j , . _ � . _ w w , �.. . „ � i _ ; - � °�� � 8 INDICATES TOP OF SLAB AT NIGHER ELEVATIONS. � " " � 0 _ �. � 4 . � - J 9 � INDICATES STEEL DECK TYPE AND DIREGTION OF SPAN (2-SPAN MINIMUM). RE� SHEET 51 .00 FOR STEEL � � � � " � m � � � . , �[ � p ;�m /\ �. -,.- ,� _„�,'a tp �` � ., ; ' DECK SCHEDULE, AND ATTACHMENT OF DEGK TO STEEL FRAMING. O � � � , , � � , � �� r, O ; _ rs� �-� � �/ � — u� � � t30K, �� � � � I� IZ � , . . � � =: n � , 10. E�� INDICATES SERVICE LEVEL DIAPNRAGM SEISMIC SNEAR FOR TRANSMITTED TO PRECAST WALL _ _ _ _ _ _ � �: � 2 OOK '� - �`.� 10C� 275K � 12� � � 150K 275K �3C�IC _ �>� - 200 bC>K = � 1 � :� ,,, � � � , xx _ � . . � � �. � �: >, �� � �, '�� R;.; �; ;;�, . s x LEVEL DIAPHRAGM SOIL SHEAR FOR TRANSMITTED TO PREGAST WALL L � � 11 , -r--► INDICATES SERVICE ' � � � �� � ` ��' � `'' ' ' � �� • � � � O � �r . p � ` ' � � 0 0 ;, � � Z . � �� � i � t � m � ,.. � s �y N � �' _;v rn � . �,� � � � �r � /� r . ; „ � �, .,, ,. i.Q �. � .z �� �\ � 9 ."...: ., ' i ..�' . ✓ � •� � � Y l. 1 � V � �,. 9 . N i S � ��. y � '� CJ � ;� W � � c. "' � � 3 . � „ _ r, . � .� o ,:•, r ,� � v+ .' ,,. , ^ �e' � � % �r." ..� < < . � � � r � � � � � ... . � . yi, .,x: � �F i , < s - � � 1 2 � � � �r+ ���� � � � • �. •. �.� � � �� � ` . ��� � 7 � �� � �� , � o 0 , � .. , . �F , , < s � � ,,, ,. _ �; , - � � � • �� -oY � z;=.� y M �7 ,. _ � � . . g � 3�: � _ „� � . . . . ; � .� � �� . � � L6 �6 .s• � ;� i '; ,. � � � �: _ ;, , _ „ .:,.. �,,., � . �... , ,'":i ,,, , �., � ��� `.°w. N'� i �'�" � �. � x � , -,- ,. �. ;�;. �;:: .,, ;,• , , �''�.: r � z :" ' � t ... �.�r � � m m � �, � 0 � _. , � . � �.: >� . x � > ,v,. � � � < , � , ,. , ,, � �� ,� , „ .. ,� ;:- � � , , z.�,.. �,.< . , a-�• .. � ,.. . ..,. ; . � •,. .e_ <: � a�,. , � � -°� i � � �.,, m x �. . . ,. . �; ,; . ;u , � ,. �, .> ,� >�� , , . �%� ��� N r t ,ti �d D 3 . � ' ♦ q _ F F � _ �=�3.�a '3 � ..�; p � l� � C. 4 ',,, � � � ' � s v 'F`� � 4 � 4'�} ` y M � � �� �/,.c � I . � �O � '� �� � r•+' r � �� � y � � , � �� a tt. � � �p �O �.. '' r >�: _ � � � \ '� � ,.y i � — _ _ y � ` � < _ _ r . , _ _ F, - r � � ., . � :. . :. . .. .:• < , � ; .: - .<,.. . . ; , � � ., .� � h � � N ./G , � -'� T:: -i ML .. �� � —d�. y�a: � '�., � N � � . ., �. � , ����� ��� W � _ � � � � � � �; � �a�8 v , � �:� ��� � x� � � ��- J O ' � , � �� �� � .t � '.,� ��_ ,� � � F n�h � � f �� �� � � f O Y �N � �;:�- � / �. O O � r , �/ 126'-6 � � O 6'-lY8 � i i� � � � V L.i.. ■ � � D� ■ � � 6' � - _ _ _ _ _ - - - - - - - J P - - ' - - � w - CI� Q -�/ �. � �. > LL � � i i i I � r Q � � I � � � RE� S1 .08 FOR RE� S1 .08 FOR EDGE OF SLAB � J N � � EDGE OF SLAB , COORDINATE POINT SINATE O _ �p POINTS � � A _ , _ `�.�✓..,� � � i ' � I I i E � I k, -- - ��� _ _ , , a� � � � � � _ _ _ _ _ — — — — � , ,, � � , 1 e �. � — � — t r°' " '� (� � 7 e � � �� � � � � � d� 3 „ � � � � _ .,��--- --' _ ' — ` _ � � � � N 1 1 1 1 l 1 1 1 1 I � � � , _ _ _ _ — — _ _ _ _ _ _ _ i � — _ , _ � R - - � � � LEVEL 3 o � � � � E , ` � � , , , , ENLARGED SLAB PL � _ _ _ - .� ' ' _ _ _ _ - - � _ _ _ - - - - - - - - - AREA N S n � � RE� S1 . 8 F � � � EDGE : N GOORDI A1 �", POI NTS ti � Q . ' ' ' ' � � ! � � i � � PLOTTED MAR � � , , CHK'D BY JRB d� i� 0 w N � � � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , Q � 2 3 4 SHEETNUMBER 0 a o _ � _ , _ _ � _ _ � _ _ _ _ i _ _ � _ _ _ � _ _ � � - - � - - � _ � _ _ i � T MATCNLINE 52.22A �- � . . �� � a �� . � �� � �� . .� . . ■� . . . . �� � . �� . . . . � . � �■ � �. . � � � . . �� � . � . �� � . . . �� . � . . ■ Z MATCHLINE S2.24A � 5 � - ' SCI PROJEC#T # 0604 18� � � � � - � .� 0 � � - - - � LL _ _ — � � � � i0 n I2 i3 i4 I5 I6 r7 18 l9 20 2� 418�'2� � OVERALL 27'-5Ya 8'-10�/a 18'-3Y8 24 '- 4Ya 23'-11Yz' 18'-11Ya 5'-5Y8 13'-7�/8 13'-6Y8 5'-6�/a 21 '-10' GRID TO GRID � � ' • - � Archit ts Q � i i i � � i � i � 4 � r W � > OC � O c9 A - • 2301 BLAKE ST , STE #100 I m N I I I I I I I I I DENVER, COLORADO 80205 N N 303 861 8555 F 303 861 3027 ' � c�i � c�i � ' I I � I I I I � � I I � � � I tD � tn I I I I I I I I I p 0225 MAIN STREET UNIT C101 � � W W � I I I I I I I I -N W � EDWARDS , COLORADO 81632 � _ � Z Z � I I I I I I I I 970 926 8960 F 970 926 8961 `� � J J I I I I I I I I i = _ � I = = I I I I I I I I I �AF � lo �� _ I II II II II � -- - II II II II � � � I � � I I � I I �AF � I I � � I I � � � � � I � I I I I _ I I I I � � I � I I I I b I I I I I I , B _ _ _ I _ _ _ I I _ _ I I _ _ 'm _ I I _ I I _ _ _ � 1 -- � � � � � AF AF � AE AF � AE i AE AE AF AE AE E AF AF AF AF � AF AF AF AF � AF AF AF AFi � AE AE A AF AF AF AE � AE _ � AF AF AE AF � AE AE AE AF � AF AF AF AF � AF AF AF AE , AE AF AF AF `o - - - - - - - - - - - - - - - - - - - - - - - - - � � AF AF F AF AF AF AF AF AF AF AF AF AF A , � O �N • ( � � r � � � � � O � ( , � � � Structural c - - - � - - - - - - - - - Consultants _ �. _ � _-� . . � . . - . - . . . . � - � Incorporated , � (21 ) (21 ') (21 ') (20 ) v (20') 20 ) (19') (19') (19 ) (18' (18 ) (18') (17 ) (17') (17') (16 ) (16 ) (16 ) (15') (15 ) v (i ') � AF AF AF AF AF AF -� AF F AF AF AF AF AF AF AF AF AF AF AF AF AF AF -� A AF AF AF -� AE AE AF AF AF 3400 E. Bayaud Avenue #300 ' � - - Denver, Colorado 80209 - - - - - - - - - - - - - - - - - - - - - - - - - - - ■ - �JU3) Jyy- 5154, rAX (3U3) 333- y5U1 � � Emad Info�sci-denver com r SCI Job Number: 04- 187 'N i AF AF AF 'v i � i i t E i 0 i i 'r � , � � cD o `0 p ISSUE/REVISION DATE NO. � ^ r . _ ; , :, * — • � � N .; r, , — , , t - , , N � CCD #24 23APR08 • . • . • , ; . — — :; , . t � Q '� + ; �'s, � CCD #38 25JUN08 � � � f D – � --�— _ � _ � s ; AF AF AF AF � AF AF �; AF AF � AF AF AF A � � AF �; AE AE AF AF AF CONSTRUCTION DOCUMENTS 08AUG08 yt • ; � � ti� ,. — — — — — — N — — — — — — : : N , AF AF AF AF `° ;, - TOV UPDATE SET 10SEP08 � � , � – – – – – �� ' � O " ' " " ` , , y 4 •.t � i' � .. � • � . ; . ,,, • , . ` - . , � � ' • + t : i � r � > • , i ; ` � - • 3 • . � �� � • `' E - - - - - - _ - - - - - -_ - - - - - - - - - _ - - - - - _ _ - - - - -, - -_ - - - - - - _ - - - - - - _ - r- - - - - -_ - - - - - - - - - - - - - - - - _ -► - - - - - -_ - - - - - l - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - . O � S ; � AL AL AL AL AL AL AL i� _ . '• , '� �---� � , ' � AL AL AL AL AL AL a' �i •, � � '� ,. � � �r f � ' � � t' � � � _ _ _ _ N � � ;` � _ _ _ � �F • >. . � , . . . — � - - • . . 2 �o AF� � i i i i i i � • — N AF� AE AF AF ^ � ih GD CD CD CD CD CD CD � m � m •,o AB� _ AE � AE _ 'v - - � AF . i i AF� - -I— - - � - - � � � - � - -r— - - � - m AF � N �� � (16') (16') (16') � (16') (16') i � - - - - - �14.� -�— _ � AE AF AF AE E _ _ AE AE AF AF AE E • '� AL AL AL � AL AL � � AL � � AL AL � AL 'c� �AL � m - - • - - G . � c�, I � _ _ - - - .� - _ ' AL _ AL i i AL i _ i AL _ _ qL i AL_ N � - A� - - _ - - _ - -^ _ I _ �� REGI STF9F AG � 3'-O' G AG (26.17 )� � (10') � P � . O � (24.38 ) � �_ • � . � 3'-O' �Q;��,oY BqR�.� LEVEL 3 ENLARGED � _ � _ � 2 6 � . . � � � � � i 2�-�8 m . .� �: Q � : � � � � 3'-6' 6'-O' 7'-O 2'-6' 5' O' 2'-6' 6'-11Yz 6'-O' 3'-6' 3'-O' 3'-O' 0 9 . ' �22.54') i� � � � i� m � � �v PENETRATION PLAN AREA � Ya'=1 '-O' � AG (24.38') AG � AG (26.17')O AF� - AE - AE � AF _ _ AF AE � E ,� _ _ ^ � AE AE AF i AF AE E � AF� AE , AE � AF U � ° ; w .� - AL AL AL AL AL AL AL AL �N ^ �. ;�� NOTES: H - , - - . o - - r _ � �� AF� - - - � - - -� 9 F . . . . . . •A�<c, i . RE� S2.22 FOR ADDITIONAL PLAN NOTES. AG (24.38') AG AG (26.17 )_ AF� AE AE AF AF AE _� E AE AE AF AF AE E ^ AF� AE AE S AF FSSION 2. RE� S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. � �'� � Q - m in � 9 - �0 "� � , 3. APPLY SPEGIAL REINFORGING DETAIL TO PENETRATIONS MARKED THUS� �. �22•54 � , N A'F I T I T I N � , I I � � � � ALL AF AND 2 � � � � � _ _ � i •,n AF� AE , � PENETRATION 16') FROM T.O � � 4'-O' 3'-8' 3'-8' � 4'-4' AE OF PENETRAT � � � AE AE AF AF AE E BETWEEN GRI N , E AND M AF `O AE AE 'O AF� AE AE AF AF AE • E Q AP 3._8. 3,_�. � AP � ALL AF A D AE AE AE AF AF AE :� E AF� AE AF ,� m � AE AE � AF AF AE �n E PENETRATIbNS ARE AT � •,� - - - - -�— - - - - - - - - - O O (16') FROM .O.S. TO � � � O AE O AF •� AE AE -� AF� - - - - - - . - OF PENET ATIONS •N AE AE AF AF AE •� E AF� AE � AE -� AF J - - ' - - _ - _ N - - J_irve� - - - - - - - - - �; � E AND M AF� - - - - - - - - - 3,�,2 Q - - - � � � � i K - , - ,N - - - - - - - - - - _ - - - - - � � �' �' � a • N a � a , m � m (13') m `o °� � A'P � V AF N -� AE AE N -v AF� � AE AE � AF AF AE � ,QE i i i � i N N � _ _ _ _ _ _ _ _ _ _ _ AT v AT AT AT AT T AT� A.l A.1 AT J � � � 2'-O' - - - - - - - - - - - - - - - - - - - - - - - - J � 5'-O' 4'-7' , 4'-9' 5'-O' 4'-3' '-1 ' 2'-6' 8'-3' 9'-O' 3'-1 4'-3' 4 '- 3' '-4Y2 '-O' 8'-5�Z' 8'-5' '-O' 4'-2 4'-6' 4'-9" 4'-lOY2 4 '-11Y2 4'-q' i � i � i U37) i (13') i i i x � w .. � iAKiAK iAKiAK iAK i AF AF i , i AF i AF � � � • L . AF (13') AF AF AF • � A' AF AF AK AK � ! A � (13' (13') (13') � � ♦ w � 5 �12') (12' � � , 2'-3 � E 4�-�� � i 'm .� � AR � � � � . � T � � � � AP (13') A � AP AP ' A _ Q _ Q A _ A _ X X _ AQ _ AQ _ AQ AQ -� � AQ AR AP � AP ) (AP ) AP � M - - - - - - - - - - - - - - - _ - - � i i AR A C� Q A A AQ AQ AQ AC� AC� AR i � � i i 2'- � � O 'w AP i i -9' 4'-O - - - , - - - - - 3'-5' - - - - - - - - - O � 4'-3' 5'- z 5' 6Yz' 4'-3' O Q � - 4'-O' S'- ' AP A N Q Q A X � X AC� AQ AC� .N AQ �` � � � _ - _ � AP A N Q Q A A � T � — � � — " T AQ AG1 AQ AQ •� � Q X A' � � � N 2._6. - - - - - - - . - - a � L.L � X X AP AP AP AP � f14') � A W AP (14') AP AP AP AP AP _ P (14') � . J O W � _ AP 14') i U 4 ') i � i N , ' ,° AP AP A'P J i �•_6Ya ._ . ._ . , . ._ . �_ � i i i , AP � P �' S J r1 , � o c c s -6 6 o a 2b' � � �-� 76' �• �• -� • o- -� •-o- -s •- 9- � � N � O G � L.L , � I � � � 5•-3'/e 4'-4Ya' O 8 �_�y. j � I I � Q . , � 5���' � t i � i i g�,6 . � A/ , ♦ ^ ( , 5 -o� ' S _ , � v , v I..L . 8 4, � ^ P - - - - - - - - - - - - - - - - ' - — �a • " �.L 4 i � ■ � � ♦ /'� _ � , ' �— � — i � � � - N m , � I ! I 1 I 1 1 I , � � �D � � co O 5'-9' 5'-3�'8 � . � , 5�_p• P r = . _ �� _, �, _, .. _,� �.Y _�� � I � ' n �- � AP I � i � � � � i i � i � i p,P � g =' � � _ �_ _ � � _. _. _ _ _ _ _ _. _ _ _ ._ _ _ _ _ — � � �� i � l9 �� f 3 � b r (13' - ` ` � � , � � � e . � _ ti� I ,.�_.� _'.. __.� __ ��_� � _4 � " t , � n . �� � � � � N i i � i i i i i � � � � � � � � � $ R - - - - - - - - - - - - - - - - - - - - � ' LEVEL 3 ENLARGED °� � . �, , m � � � � � � � � � � � , � PENETRATION PLAN N m S - - - - - - - - - - - - - - - - - - - - - - - - AREA #3 � � N �� , � ` , O �' ^ � 1 � � I I I 1 1 I 1 I o y ; � PLOTfED MAR w � � � � CHK'D BY JRB � � COPYRIGHT � 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � � 2 3 4 SHEETNUMBER. J > T - ! - � - - - � - - � - - � - - � - - - -� - - - � � - - � -- - � - -� - - � o � MATCHLINE 52.228 Z - � � � . � � . � � �� � � . � � . . . . � � . � . . . . � . . � � � . . � . � � . � . � � . � � . . � . � � . � MATCNLINE 52.248 � 5 ' °° - D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 .� a � � � � ,l � ` 10 Il 12 13 14 15 16 17 18 19 20 21 418'-2" �OVERALL 27'-5Ya 8'-10�/s 18'- 3Y8 24'-4Ya 23'-1 �' 18'-11Ys 5'-5Ya 13'-7�/s 13'-6Y8 5'-b�/s' 21 '-10' GRID TO GRID � � � • ' � QI"Chlt tS Q ° , � � � � � � � � � � oc o w > oc _ O � . A 2301 BLAKE ST , STE #100 � DENVER, COLORADO 80205 ( •- '�`� ! ' I I I I I I I I 1 �Ny' � ` I � I I � I I I I � � � � � � 303 861 .8555 F 303 861 3027 1 �13 tl� - � I I I I I I I I 0225 MAIN STREET UNIT C101 ' � ' � � � I I I I I I I I W � EDWARDS, COLORADO 81632 � • � Z Z f � I I I I I I I 970 926 8960 F 970 926 8961 � 1 � J I II II II II J �aD � = S ` < f I I I I I I I I = _ ' ..� ._ _ II II II II � - - II II II II � � I � � I I ' I I I I ' ' I I � ' I � I I I I I I I I � � �� �� � I � I I I I I I I I � � � B - - - � - - � � - - � � - - - � � _ II _ � ,. � 1 -- - �; � � . _ --/ � # � � - � � s� P;.F ( � ° t ' , i i � i i i . � s` " . � , � s � �r � � - � � � � , i ,� _ � • _ � N ..,. , _. , � � _ .� ,. , . . � _ ., — � � F �� �� w� �rr...r�r � .' .. - - ,. .,- � . - ' , ... � �.ur.`..�rr. � �� ��r ` , _ . 3 ',.. . ,. , „ - .. " ' . i:_ A ;, � ._. [ AM AM AM °� AM M , AM �� A ,;, � AM AM M � _ ;a .� - = r . � ,. � . - � . . tvi 's= M ; � M M AM r. AM � �_ .. �: ;� _� � � y . , ` Vr ., , , � � � _ ^ A f M , N , , � r Structural � �- - = - ;a _ - � ;;, , r . � ► , � , , - ,, , . io � _ - AM � � AM AM A AM AM - - - � - - _ M �` _ � � onsultants C — ! t AL _ — — — — , � ',, , r. � � , � . ; �ry` w � � <;, � , , �. . , AM `AM AM , A AM AM I ...._ _... ..... ..... .._. ,_.. f, , r,.:: _ - n ; ,;... � <. - , .. ,. ,c) „ _ �, � _ ,. � 4 . , In r r � AM : AM AM AM AM M AM AM AM " _ M AM � -,. AM . , ;. ANl ' M ° AM =: , AM ` M . C O o a t e d � ` =. , Y , �,; . ; , ; ,. �: ; ; :_. AM AM ', � �„ : M ,, . ,. , � .,. . N� � _ . �:, , ... .... _ „ ,.�., _ >._ _: ,, : . ,. . .. AM AM AM . _ � , � �, . < . . ,., � . ;, ,; . .. _ ,. °� , ;:> ,. . , x�. P ,,, . ,. _ _ �,.� ; - - -r - - — .. _ _ � . ' _ _ � , ,; , , � - �,�,: .., _ . . . # �, .,� • , , ,:- , v. .� � , .'; _ _ .: , - - _ - ' � , �� . .. �-. ° _ , . ` � ' - :. " o o._*�� .. : ,'�.: « � :oFfis . ,,.._ >., . w <. �'s s • gp ,,, , ,,, .. ., ; ;> , ,, NI - M Alui � 1vi � , 4 ., , �,. t�t tvi . . . Ivi � , iui . , .. . •t) Iuf �. 1�,1 lut , t : RA � , . tui Ae , .�, ,. Dernera Coloradoe80209 � ,. .. . . , . , < . ,,, . 1�I iul M tul .: ._ . . � >, , . ,,, . , , . : s,,,. ,<,. AM "AM AM ` ` A AM AM , z � , _, ►�-� M �+, t : '6`h'1 , k'f `� — — � ,, ,< ,, , >.. , ,r -:. . � ,, 'a — „ .. , Y . ' 0 399 - �v . , �: .. �. : h� , ,- , , , , , (3 3) 5154, FAX (303 333 9501 ' � _ _ � ` c� — � AM "- AM ' AM A AM AM Emad InfoC�sci)denver com ,. — = — — — � . , , -. �.. _ , . , , , . � � _ . , , � . , � , , � N . „ ..,.... _ . : _ ` , � _ - ., ., ., .. N � �. . . • SCI Job r — , : � .< „ _ � : ; ., � a Numbe . 04 187 t � i _ t � i v� �;; � — , , ,. - . . � , . � — 5 , ..; d . , ., , ,s , ,._ ` 0 ,N � ., , , < : .,U: � "";�..�...�,, ,, , � . z� � , ... . ,. ,; ,, _ ,. ,,:,, .: _ ,,:. .... , _ ` � � t r�: � s� �r, , , ,�,. . :. : . ,., �, M � ?r. , _.. ,. , , : , , .�. ANt AM Alvt A AM > AM �p �'�� .; t . ;"` „ � . . : . , . > A : AN AN ' A - A ; , ' A , • N '' AM AM. ;,, '" AM M AM -: Atwl ` .: in AM M : AM � ' AM M M -' �:`. °;� ;, N . . .. . � N ,,,, v N ,. , .., AN AN AN "v AN AN , „ _ ISSUE/REVISION DATE NO � — — — — �. — h — � � : . ,. , ., ,, , y 1. ' ,7.. r. 5 � . , . r .... .�r ,rw n� yvrv b{ d.�., & �is - .... . . Y�. f . _ , ' ' , r. � .� : ..... . q. . .x .: . .. . ., s ., . .i fe ... � r , •_ • • - r .. . .... . - . .. . .. .n .� . .. ...j .ya�� • . r . . .. .... ... ... e/ - ..a �.. , :-� ' .: � n / � , ry. ' . . . .: '% i. c . r'. � � i ° b i .'Sdr.1.� iP � ` v y v . i r..t .: ..p a 3- t i � . ..... ' i - �. .'.. . ..w .:r. ..:'.y '., p.i ac ..'. � .' .. . - :� � ">• •: .{`. . . . . it. . - � . .. .a . - .,. .p� �� . . . a . y� i< .. ij`�G�. . . t "'.. .o:. � < - . I Y 54 • '� Y'... l • �n.. * .. � � . �.R �� ; • , , . ,,,,,,.,.,.,,.,�,,...^., , • , . , .. CCD #24 23APR08 ; ; '• � ,d < •. _ • , , r � a , , � . _ , , %; i „ � � � � � F �i' i �(�'� _ .. .n ' ,.i .. � y �j � ) �ll .% . `( . Y �.. ' y � t= "' kiy. / . r .�• i ; .- ; - � � - ° � ` > � �� : � , � , . - CONSTRUCTION DOCUMENTS OSAUG08 D - - - - � - - . • A � � ' � � � - - � •-- - � �� ��� � � TOV UPDATE SET 10SEP08 <, x �� - ; ,, . � � � ° _ . _ .. e ,, ... � _ , ' . � ; , „ 3 - ' z � M M M NI M M `fl ivl M M IvJ M ' . . � � . " . , , , f�a �,,, O " �* (' , � � * � � ' � � . Y � • ) , _ ' � l „ � .. a :. - . :. ,.r` �. a i � . . ,- , . , . , . . , . i � ^ I • � : t , . t �r . � 'f � . ., ., , . s ., . ' '} r � 4 • ! � .. � . . . . _ . , ' � � � , ° ' . — , - ` � '� . � •� ' } o . r � � y . , . , , . , -- . . , . . . , . ,., ' ,- � - '3 � , , :, . .. . - . ' .. : , :, . ., r , `. _. , � , ., ,. . „ ; � _ . • � ' . . . . ._ .. ,_ .. - � -- . , ,. _. . „ � .. ;_ . .a ; , , .: . - _ ,.,, - , . . , ., . , . _ ., ; . '.� - " _ . . ° ' " � , . . , � - ii - ; E - — _ - ._.. _ .,... - .... .,�. .,._. ._.. .._. .... .r � - - � � — � � � � .` � � — .� � �. � ..� .�. �. — .�. �� = � — � � - - �, .� — � � � .� _ � � �, .� � �. .�. �. ..` — � � � _ _ _ � - - --�- - � .� � �. — � .- �� _' —�- - - - - - - � � — � �.,.�.. � � i «..�. ..�.,,. .. _ � z ' _ � _ . , , , .. . < ; � . ... � ( , � . > � � �. arr..�rr� , - . . �-i � - .. ��r�rr ` � ��� r�_ �� � +�r� ( ,� _ ' � �. �' �: � . ,. " , � . " . r�• �> � .. � ,.. . F � xa 3� � : Ts �s f ` h � , �r • .i yr.+r�r� � � . ,,� � � � �r. .. ��� � �rrrr�rrrr ' s f ,� . • .� x� . � � � � � .� , • _ . , � � , y . , .. ; ..;� �� „ . , � . � � . . , � � ... , . . :, ti . , . . , . ., ; �, _ , , < . . . . . : � , _ , ; � ti , � � W .F ; � , _ .,; , - . : . � :� � __ "�� � � : �:.: ; ., � ,, ` � � � _ , , . , ° . : ; . � . ;,, . � ::� � E �� ��� ' ; ,.. . . ; . . .. � : . .. , _ ..� ' ;. . ; :, �: .. ..,: . �._ =, �. � , ; . ��� �:. . ;� - . � � ;� x � . , . . ,. . , , ,-. .: .: . ; , . :::. ... . Y .:? .. ...... . z . . .... : . ..:.' . o -::.i . . . .. :. ._ .„.. Y . a ... n. .. . ....: . v i..:r..:.. ...... t .....a . ... . . . ...... . ... _ ....<. . , . . . . .._. _ . . n .,. ., . ..... r y _ :.. ':.. - o. -vi ' i:.: - -:. : ;... :.... . . . .. . . ... a:.: _ o � n✓ . . .: .. ..... . .. :. _. . . . ..... ... .,< ,_ :< . ,- �. � . ..,, . ._ _. . + ... . . . . ..:,.J S..: r , .: ..... '- ,:. :,._„ i . . �„ i ,. ,,,. . .. . :<.. , :. ._ . , . ... . . ,. . „ .<:, r , :i. 'i /;.. � . 1 . .,;. :, ..:_. .g; .. .. .... . . ,. ,. . ,_: , .. _. . . , . ... . ., .. ,x ? :1 ,.:.: .3. ., ., . ..., . .. . .., ' . : d ,.a �. .r I , , , , ,,, ,_ : ,.. ,:. 1 1 , .. . .„. E . � ,, . . .. . ., I , , . , , 0 . _ , .,, , ,.. , �.� „ , ,: , „ ,.. ,_ . , . , _ _ . , - ; ,. ;, ,,, �. ; .,,, > ,, , , . , , , ,. . � ., . , , , . . > I _ < ,,: 1 ,<., t �� ,,, , , ,..:, _ .: ,, . ., � -� , : ,, . , ,,, ,_ .. , .:., , �,. ,. r� ,. , _. , _. ... . ,, . , , , , . , , .. , . ... .. .. , , .,, _ , , . ; . , „ ,,,, . � , , � ,,,, . : „ „ , � � �. .a,,, ,� ..<, � , f � , , , , . y � , , � � _ ., , �� , ., ::. , . r . ; , .. . . . �D •. . . ,,, , ,; � . .., . � , �..,. ,�, , . � >.. , �., . , . . ._ ,„, � ,,. ,. - :_.�, , , ,,. .:.. : :�. ....... . . ..,....e :,_ _. . . .. , i . ..+.. . . . . ....... ,,.. , .. .. „ <.., _.. .., Y.w ... . [ ,.. , _ .. : .. . ., .. . .� �,:. . ...:.. i. ,._ - .,,,. _ ., , ., . . . . ... . . � .. _ ,: , .,. . . >_ ., . ::,. _ . � , .. .. .. .,;. :, ., , :; :. , xi,;..,.... . __: , , . . • ,: . . , : ,,,._. . , x . ... . , ;; ._ ., .,. .�.,�. ,�.: . ..,:, ,i`. . .., , , s, ,., ,.. ::; .. � � „ ',,.. : - . .,.;:.. , a, .:S, ; - ' ,. ,_ . „� , . ,.,, .. , , :.: . , . ,,. „ . ,. , :,:, ;. . . . „ ,.,.r � �, .x �. .., . , ,�.,.. ;. ._,,., „ :: .. . , < ,. .: .,, .., . . . .., , . , . ,. ,,,.;., .,.. ,. { ., :. .,, , . < .,, ,,, . . , ,.:. , ,i.,.. , _: - . ..,,, . .�.� . ..., , ,. - .,.,: , ,,. . , , ... , ,:. .. ;,,.,.� . , ,.: i, _ ..,-; ._, . ,.< ,,,, „ _„<, ,,, , .. . ., ,. ss. . .:.,, , .s_,, . ; , ,:,., . ,, .: .,.,. , ,z, ... ,,. ,, , _. i , . .,,..,. .t ,.. ., �? . . . s .... . .,..,. ,r .:.:'. � ...'. . rs 6� . f . v'a .... . r. r..r. .r � . . . . . . . . .. .. .. .. . .. .. i. . .. .t5. .. .: ..< 5... . i . .. ...... /' i � . . . )! � - . a � .. _ a: � a . . i. .. ..r. v/i ) ... .i. i:..r ... .. . . _. u.. .. . . .... ' .. s ' :i:......: .. .... .. ... - .. ... � _a.;_ c .. . . ..... . :.: .:a . ."S .voJ, r ...... ' . ._:: - '.. _.. - : ,.a .� . ..ii � .: ...i . J , .,., a .".. . .::. . .:,.�: ... .. ; .:-' ., , .< . :. ' i. f ,.� � ,: ._ . .. ...v t y,'. .i ..... . �..,.- ,, . ; _. � :.: ' :, ; :<x .. , ... :. :.. ...:.. , , � ..:.. .: . [ , _,.< '. -- . nF .. i. ... ., , _ . .. .. � . � .: ,.. '.:... ..... � .., .... ._e` .:: i. ..:...... , . ,.::, , .,.. .. ... 9.4, p. f. ., f. v. ... _ :.: . .. ,, < :.:. ... . ,,:: '..„ ... .<. . , . ._, .. :a, ,. :... . . , ., e$ ,.� „ ,,,.... ..... -- nJ i,', ....., ", :[a :. . ..: . ' � ., ,..,... .. . _ . , :a., r. ' .. .' , a.. :. .. :... . .: . ., i'... : °..) ' .,.x. ' .:". ` . .. " � . :. . ., ., .,,,_- f;. .:..: :.> .. . . , °:,.,.. . . ._ _ . , . ; . �e x_� ::- :i . „ ., .,, : . . ;_ -, - , . . .:' _; ,, . ;.,. .. � :" ;', : ;":. .,' .;, _ . . . . " ,. 'i; ,. . .. .,: . « .. , ' �.:. -,: , , , ,, „ ;. �, . :::. . r.,�� , ,:.,a .., .';' . �, ; ,. : . , , a , . . , ,. � „ ,,, » . .<., . ; . . . � , - . >.,; , : - , - . :,, . -- .,.. ' ., . �, w,. . ;; . . _ . , . ., ,.. , ., , ., < , .. ,; „ . . . . .. . . w .., . , . . . , ._. . . . .. ,. ; 2< . - ' . , .,.. .., .; � ;, -.,� . ',e.,, .. , :, , ., , .. ,. . :_ _ <.. d a� . __ . . , ._,. „ � , "' . - ' .. . . -. e . ., -" . . .,.. .� � , . .. � ' , :-L.� . e� M. „: . e . ;..... - � . '�. v -. � ., . : .. .... .. . ..... '. . .. <.- . o y_ ....,.: ...- ,. ., _. -. ,. , a. .., . , _ .. : r . . G — � _ _ _��____. _ �. _ _� _ � _ . .� _ � � , ; _ � EG � � ' ISTEA , � e , , _ _ � ,. .,,, ; . . r . , . ;, -.. ,, , . . ; � �� , ,.. _ . . . . ; � . � . . . . F � � . ,,. , . . , . � � �. . . ��� , , , , �. . �. � , _ _ ; _ _,-�, . • . . _ . � <.. � . , ti O ,D � � , �,;; . . , O . t B A . � R . � . < , . � � �" � - �- � O Q . /f . � >. . ,- . P ;>�� �""', � �° c� � � . � , . , , ; ,� , . , , „ , �. ` , ; , . . .. . .. . , . ,,; � . . ...e .. ... e .,,, --� ."� �';p 4y � .. �• - '- ,. '.. , .. '... : � �� . " . ,. , n,. - „ � ;; ,,;. i ,.:; -. �yy . , . , fa i, r , r .. ,.. ` � • � � � • v.a3 i 3 < � � . ..: ,.:. .: . i . . . .� , .. . '. . : . . ..,-- n, v . . ..}. �..' .':. � i. '::� .. < � ♦ � �1 Sr:- . 1�., � } • n . � �� �, �.� . � W �°< ' d ', O � . LEV I _ a EL � EN 3 LAR E ,ro . �, . G D VER RAM N . G . O . � . � s ; :, � : � � _.. � � ,F � . _ � : w:s � : � -�. � ._ .. . �.r ...�� .. � .. , . , - <. . :: : . u� ,. . , . �, �, , ,, . , _ i � : � � ._ �, ... ..�� � v . � - x. • y . _;, , .° .,.. ..: . . ; Q , .. ,., -. _.. , , .:-- , . ,:.. . ., , , . . ,;> - z. , ., . . �.� �.�, .r , �,. . � r • W . , � , «; „ , ., _ ,, � � ' r..- ✓ . . , , .,, . _ .. .�� .; „� ...0 _ � :. .. � ,• ,., � � � • � „ � ., - t . • . ,- - � j.. �i � Y Y • v � � . p i «] � � � ..� a .. . . . ...-. . . . . �.,, . z: ,, .,- '. ` s" � � : ;<. ., -. � ,.. ;. ,,,,-- ; ;_- � . ..r.. , . . °7:` . ., � v . , ., ,., ,. . _ . . . , : . .: . : ,, . :. _ . . , . ... _ .,.:�,. .. �, . . ... . , . .- . ,,. „d, �.,. , . _ � „ , ,,, ,. . . _ , „ , r . _�., , , , ... - ��� . ,'... , ,� ; ,-.. � ,. .; .., '.. PENETRATI P _ rx. r .,ti�.r � ., , � � � � . . ON LAN AREA 3 Y8 , o , �w. � . � . � . . � _ v . , . � � � �� �� . � . . x : , . f � o-.� . . � =.s . . � � � : > . �� r . .. . x � . . r � . � .� . � . � � v . . : ., ;=r . � . . , . . � : _ .. v � �- ..� , : ;: . . _ �_ � � o es H - - � _ .. �; � • . . . . • �``, _ _ w .. N T �. � P s _ .� � , : ., � ;- >., . , , ,, „ , , , r , .. , �. . . . � . � ..� _ � . t „ �, � �. , , A �. � �.-- .. , , . , .., � ,,., _ u � �� , _ ;. ' . , . ;. ; � , . • . � .. ., , , � . � r , 0 O O o � � �., . .a� 0 l , F � � �... ES r� , t , .o , . 8 .., . � . _� . � . . , . � � . � � . . :. , �� � : ��x �� s � . .�� , ; �� � : .. � . . ; .. . w � . � a � ., . . _ _ ,. ._ y _ � . 0 . d . . . . . .., . _. _ , _ _ � n � . _ � , � , � :_ .� : , _� . ����� ;- � . . . ..� � � , , . �.. � .. � . , �. . . � _ . , . ,� ��u � � � � . . _ r , � . � � , � � l . RE S2.22 FOR ADDITIONAL PLAN OT � ����� � _ � � � - �.: . T ,..s � N E5. ,. . , . , . . ,, ;,, � , . , ,. „ � . ra. ne< �... � ,. -.. _ : ... ... ,y ,. F .., ..„, . . .;.x, r . ._; , ., _ . _ �t.P .� . �. .. . '°.,' .,'.j N..: , . S 5.;. ° . .i . s, _ __ .. , .. .. . _ , ";«. . .,i . ,. . .,�:.,. .. : ,a u.. r , a : :.'.: i .� . � ,.. - ;, {m fi,,.i.^. „ 2�'� 1�r .'� - . . � � ..r <: . • ,._ vn. ,. ,.� xi F - , �,a;, �- x � g- ; .., .. ,. . .,, . , . _ ,< , ," .. . , , , .: ., , :,ei•: �., . . ._, , , , . .,: . . ::, �.,, . � �'✓ ' , , , :::,., , . , . .< ^ ,,.ne . . ` „ . ;:. _. :_ , -:, _ . , l':>. ,.f� .:: ,:. . . ,. ; .;: ; i,' - .,, , „ � ,. , :: ' , ,y ,,.. , r.>, ., ,..... . , . . , . . ,. . ,.,.,. r . _ _ .,. , .. . „ .... ,._,. .. . _. .. .. . . ,. . ....... . .. . , ... . . .� . , « , . .....,.. ..;. � y�. ..�.,s c., :: ; � :' . .i . . . � . . ,•; , .,. . ;, , ..... . . � .. , , . , . . ,. ...,,, ..,, ., ,. .,....,. . ..,.,. ,... . . , . . . . .. . . � � r::;. _ ; -.,,... ::: . . _ .. , ., . . , . . , ,,, .... . , ... , . ..,. .� . . .,. . .. .. . . ,,, .. .. .. . ... ... .. ... , , ., . - _ , ., .. . a, ,. , �. „ " - , z . �„ ;` > r" . ' , .- _ ., ; ._ :. .,, , .,, .. , , .. ,,. ,... . _ . . _ . . , . y,t � . . ::. , ... ,. .. 2 RE • a � . . : . _., . �.� , , _� � . �u� � __., . . .:.p.. i . � .:.... , :- :. . S1 .09 FOR PENETRATION DETAILS ND . ,.�... ,,. , ,. : ,, , ..y: < , � � , F, , , A ADDITIONAL NOTES. , , . , , w . . � . : � , „ ,. < . , .., � , . . _ , �. , . , . _ .. . , . � ,.,.. ; � _ � . _ , - _. . . .. , , � ,_ ; �� r F . , , . . a , . � , . . � � ._;. , . , ;�°F ; , . . _ �. � .., � ,; � , . � _ . � . . , ; ��� �, .� � :. , , ,, ,, � '� � -� , _ „ r , � r; , � ,,, �� �d . ., . . . .. .. � �...:. / . 1' „ . .. . . . . � , . .-.. ... � „ ✓ , i, ..: ,. . ., .. . , - • 3" � t ' n � ' .:: ., i- . � , . .. . ... :� .. � ':. � . :. .,. . , .. ' J i ' .. , . r - l. .. � . -., „ . ,.:. _. . ,. r . � .' . . : ., / . , ,_. ,. ' `, - . . , � � . , , ""� ' "" .. � �r i � '2.0 ,„.. . . . >_�. , < , � Y. . � : � r < <. . ,' .. , o.:.i ,, r ,r. ... ..: . , e , , . :. . ., r � . >, .r ... � , _ � a ��l ,,.X. ., . . „ - . . . e .:::: t , i , i .S, '__ . ., . . . . , . , . _ ._� . L : � ., s - „<: :, a :,nr:, p... .:. , _, s. -" .,. t .. ..:� . , , . r.. „ .., , -. ,.,, . � .:, .... T� . ... .. ¢.2 i . . �.. � .. w. . ,�:. . ., .. ..: .,_ . q.� z ': .. ..:... : . .:,, . � � ., .:I : �., ,, :x .,. „ ,. �. ..n... F'] .:: ., .., . 3: . . , r _ , s :. ... .d 7 ..:., a r - . . - .:. . . . . " u ... . i p . ... oa . .. . � .... ittn . . �'.. 'R� wa. i � � i.: . . ..... . . . . . .. .. . ��' : .:ne .. ,�.i ... e ` ...:' ,. a. .. . ..' -.t . :!:.. .. ' � ,., . .,. - , ..,�,� . . .:: . dz Fzs . r S , ,,,:v� . , ., ., , _ n . ,;" - Ir .� '. , .. � ., m: ', � ..,. . , , . „ �:: , . . . . . � , . .. ..: .. . .r . �, ., ,,,:, ., i�, . . � r � .,T Z Z , 1 r ✓ � � � . f. � � ,,,� m � x r; � . ' �--�. � r . � ,; , r� � �,. � �, ¢ , ` f, yi T 6 'd Y F� ^ c � �. � )55. re;'�i 7 i. � . - . , , � , r , , . Y .� ., r w, a i . O N ' ;3 , , : , � n >, z ' `�-�' � y ,� 1 . < � rrrrrrW rrr�rrrr�M - r ° ° r �` ;'�� „ / � " . , � , ,� - .n.� �r�rrrrr - � _ ,:, �. y _ , c -, � 3 1 � �� , � � i E i " , i ' � � � t : � � , ; - �. y , , _ _. ° _ , ` . � : , � - _ _ . �. _ , � � . 9 �e.�G , F t .! � , - - - - - - - - - - - - m � K "' - - � _ = � _ �,�;. � � - - - - - - _ _ _ � _ � _ � V f i J � � i I 1 � _1 � � . t �N .:�. ,. ;. .% ,. � � � J � � � � . �� Y� o t. ` �f .J � . , � � � � - s , - � w ., , � � e4 � � � � ,� � E L � � L � � r � K E , / � � ,� .- '��' .` /:.. ,�• _ Y - �Y:'�4' 3n .. � �.�./' — � � �'�Y , . . �. r ' � W • rwd`v� y . �,: a , `�. � :,:�a5 ri, � �' � t A � � 2 1 F [ Fh ��b S � � � i . � � . . ..�:k..� b k t - � \ v ,P. . L. t =3:; � � � i 4.: h, � � ! . .: . :. . ° i. rF ;-; �. > y..,{y:'. .' .., gr ,.. y .,v � >. � . . .. .�. �"., , : _ .", �,.. Si,s � n�� � : isf'- , ' , y S .%6 . :,. � � . N Y✓... 4 ii y- ' � , %.. J vh t � l.l� � . ) 4 �4( .'N!' ✓11. . . e. � r+ �/� Y k � r � .: i: . .� � . V �v.. ..di '`E ' ' ../� X � G � fd S � �/\ • 4:.: , ' , , . �� i � �r� ay t ._ i. - .i ( j ) . >. ° . �, � q«�a<o q A�H 4 ; , �\I ` M — — _ '— �x �MS _ � — — — — — — '� ' ` 5 Y � — — � � � d � l r / 2 li. ,� 5° } , i?, .,^.r „�, � _a _ �is:. "x� � . � ( i �,p.... Yig :..� , .ia , i ' v. . , . . . n�, . s, '" ;t� , . . ° � �;: ,. - ,: �.. . ,� :. ',, '. ,: ■ _ _ z ... _ . °� „ - . , - . ..f$� x � . .. ' �z• -� � � � � � k}`J • � ��' �X � �•�• ., � � � ' .. .. . � i.x ... V � X yt ,.t ... 'i $�'�_ „( Af . 3"/. ,..ri� � � V � �'� . �3 ° X � � � t l .f. 2- .+"8 l � �-, eY�. �ve � 9 tiwx. ¢ / � !a .' 8 C �* S . #: ..d},"�. �� s .. 8 � r �`' � r i t � �. , .-x:, i 7 �y�yyyyy � Y � SNm e G ' ?'4 :�.2,sa .J . . i'.. (' t � � 4 � ' � < .k / � t i � ( � � � .e'�� ��e . { . ��t ? `y" ', . t < k'�h': . .t- ; � . ��, v � � �, '� �: x ��., � � � � assY„ � +� ff 7„ a ai n,,.- � Lt . � ,. , i - a� t � .y..;" e ,:ni ¢3 . u e � �z„ ,.,i 5fi w� .� . " ' � ,�' / � i •, � N - � - - � � N � - - - - - - -- - - ' �� � � _ - k .:,�u� y�'�'s� </�.iw` G: ,z s�`%, a� M� x' �. ✓� s-3f'` �" � � � 1 �� � �9Y i f- L _ Ski<N /P ��,W �, � / / �� � � � � �,.1 A �.NH qr .••'� �' � l 1 a � 9 �%.r. .'1 �� i ✓ �i F 4+ '. .b ., / � 'K5 5 Y � O � i 3 L ..cG'i ..SYU� .. S n.t , � � -� � o � Q p 0 , , � , , � � , � v � � Cn c� P - - - - - - - - - - - - . - - - - - Q J � w — � m � ' r � - I � � N � , I E 1 1 I I i � � � v � ' � � � o • u, . _ . i5 , pr u S � � ' ' � � � � ' r ' ' j � Y Q � � � � � � � � � � � � � � � � � � ' � � � � - � � ^ (' � r /� ' � 9 � t' . � J � p � � I p ` � � ._��._ Jnr-. E � . � , — �--_ � � , l..x_.z._+.w�--'-�_ .. � N 1 1 1 1 1 f 1 1 I 1 , ¢ � � , � gR - - - - - - - - - - - - - - - - - - - - � ' LEVEL 3 ENLARGED � � . � , � � � � � � � � E � � � � � OVERFRAMING U n7 �" S - PENETRATI � N PLAN - - - - - - - - - - - - - - - - - - - - - �E � � AREA #3 � • � 0 a . � � � r , � , , , � , � � � � PLOTTED MAR f- ' '� � � � CHK'D BY JRB � p � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � � p 2 3 4 SHEETNUMBER H J Q T 1 � I 1 t 1 I 1 1 1 1 1 I > — — , — — - - — - - — — — — — — — — — - - — '� MATCHLINE 52.22C 0 z � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � MATCHLINE 52.24G � 5 ' � _ D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 N .� O � U � 4 � Vl 21 Z1 23 24 25 26 27 28 Z OVERALL Q � . 21 '-10' 19'-1 ' 19'-1�/a 23'-10' 16'-8Ya 19'-OYZ" 15'-3Ys 7'-4' GRID TO GRID J . . ,_ . . . . , . , , . . � . . . . , J 19 -6Ya 2 -33 ' g•-4 ' 2'-05/ 5Y2 5 -2�/8 6 -tYa 4 -7�/a 4 -9 3 -7�/a 1 '-8 /a 3'-65/a 5 -1Y2 8 -3Ya' 2 -11 �/a 6'-1 O' ' 8'-113/a 1 '-1 O ' 7'-7 /a 5'-6Ya 5'-105/s 6'-3 8 6'-4' 2'-8' 6'-1 OYi � COLUMNS 3 � � . 6' • � �► f Chl t tS i EDGE OF P/G WALL PANELS U 0 # 4@6' O.C. I I i � i � d � � V EXTEND 3'-O{ � I I � I I � � I I I � � � � I � 0 I I � 0 I I � � � j p J EACH SIDE i i i � 2 i I 5. 1 ( i O 5'-1 ' i � i i i i J E- OF OPENING p � � #4 @ � • p,C, � � 6 � #4 @ 6' O.C. W O � • x 55 T•�•W I S � 2 I I S5. i S5 01 I Q I I I I O ' I EXTEI� 3'-O' I m I I I , , I EXTEND 3'-O' c� u � w SIM. , I EACN � IDE OF I O � EACH SIDE OF 1 ') = 125'-1 ' � � � � � � � � � � � � O P E N I N � � � � ' ' W � c 9 O 0 oc > ^ .- �., OPENING - A 2301 BLAKE ST , STE #100 �o i i � � W24'o �' � W24 °- 36 3 i DENVER, COLORADO 80205 N I I I � x - x i � � in '� � (125'- ') � W2 x 55 I I I � � � 303 861 .8555 F.303 861 3027 ;0 11 � � ' ,`� I W 4 x 5 . I RER 1B7/56.03 NG . � �_ • S5 O � � 4 I . x i � i (125'-1 � b i i . . � • 0225 MAIN STREET . UNIT C101 ; 5 O i , , EDWARDS, COLORADO 81632 YP.W . 3 OYa I I SIDES S6. � S6 9 3 -3 � � 3 � 8y2 I I I I I ;o �� 24 /��' S o9 9s/8 I 1 '-O' m � 970 926 8960 F 970 926 8961 I D J - ' 19 � � i � i 11 ' '-ij'a 8� '-73/a � i I �l 25 -1 ' � i � 5 431 = _ � 6.01 � HSS4x4 3/a � i i 1 '-10 /a W2 x55 • q/3Ya' '�p �I I I I ABOVE 4 g'-05/a � W36 ;o 6., I I . �O 3 � T.O.W i i i x 135 x 135 � i i ��� _� i . � .� i � � � = 125'-i ' � � � . �� � , W24 5 , W24 x 5 24 x 5 � �o. - - - - - - - - - - - - - - - - - - - - - - - - - � � I 10 (125'- ') � (125 1 ) 5 ;125 1 r I I CURB OPENING 6.03 i Q 16 � 2O � �•' � ;� � � � RE� 17/S6.03 i i � i � . i 4 STEP T.O. S6.05 S6'� 2 I I`� � � n IDES �NALL . . i i i i � i -i � B 4x • 2 POST 3 iO W40 x 431 I W24 x 55 6 � I � b ;� � W24 x 55 I 24 x �5 � W36 X 135 T. W. S5 Oi O 4 i � ;n (125'-1 }) 125'-1 ') 6. i (125'-1 ') = 1 O'-6. � 25'-1 ") (125'-1 •) in , i , � i � ' � 6'-6� 4'-2Ya 7'-O� 3'-4' 5'-5 ' '-2 s 6'- 8 4'-7 8 5'-2s/s - 4 '-6 %s 5' Yz 4 '-6' 4 '-53/a 3'-11 s '-2' 6� 4'-3 e' 4'-1C�a 5'-3t 4'-2 s 5'-8 5'-11 ' 4�/a � 1 '-O' - - - - - - . 2�_3g�4 ^ I ^ ,\ i 2._2� . � ^ Q 3 .i �_ y8 � '-3 ' 45/a � I � �- e Q : 2'-8 2'-3Y ' • � W40x43 ' • 4 m `o 7 � . � n n 6 v ^ I � in in U 25'-1 ') v N c� � N � 2' /a ,o N � v c�i ^ � ^ � c� Y c� I v i v i � x . � ' c� m : �n : � ; 24 x 5 � m ; �: 24 x 5 m : m :l W24 55 � � m ^ N : X ; �+n io �o . : `O : � : N : N : : : . , b � ' m : r " X � � X � _ m : m _� 125'- ') � X _� r � 125'-1 ') X � X _� �l ') x •� �o � �o 'o X _� T X � x � .o � I � � X _� � m _ ic N x ; I �O N �O N . x � � . ITf � N (� �. + O�fl- ,� . - N tfl v - - - LL9 tfY- I- � - - - - - - - - - trl � � � " � `ON x � X � x � 4 N V' � m � � � � m ^ X N � � v2� x �FJ � ^ x N 0 N �f N x N I X N � m N � N ^ i : ` � J9 � N � Structural 3 `" 3 4 � m ^ O �o � � 3 `" � � 4 � V O 3 �- � � O O � � _ m � -- �, � � � � � � -I - � - - Consultants . c � ^ � � � ^ , p 3 - - , � 60, , � � , - , � , a � � o Incorporated ' x .� x �� x .� I • � � W 55 4' WIDEx1'-6' � O `� O iO OtO 3 I � ( ' 7 I I 2 � � �� I � 3400 E. Bayaud Avenue #300 S6.04 I � CONGRETE � � c� r,. c� � c� i � , ^ , , 4 , � Denver, Colorado 8b209 0 o a � ;_ , cur�rs ES � � � I � 8 I I 'n � � \ � I I � / - 1 I W24 5 i I (3U3) Syy- 5154, FAX (SU3J 333- 9501 MMED , S601 r _ I � �125 � �� � Email InfoC�Dsci-denvercom i � i _, S6 � i � SCI Job Number: 04- 187 T i W 5 - - 24x5 - i - 1- - - - - i - - - - - - - - - - - - - - v BE� W4ox 43t I I �t2 �� �� � 4 �125�-� �� I I �2 '�j j I �j N � ISSUE/REVISION DATE NO. PER (125'-1 ') � W24 � 55 4 W24 x 5 i � i � � , 4 ^ i � � ' � ` , ;n �� 5� � �� � �� 2 �-� . O W3 1 5 N � � CD PERMIT SET 010CT07 y S � � - - - � I - - - � - - - - W24 x 5 - - - I - - ^ - - c0 � - ` - - - - - - I - - - - - - � � � 4 -� -M m ' �125 -� �� � � ' � � � iO -� STRUCTURALCDS 01NOV07 - - - - � - - - - - - - - - - - - � - - - - - - - - - - - - - - , 2 2 i i � �o i � � � 'N ,� � i i � , i � J ' Q � D TOV RESPONSE 12DEC07 Qj S 6.1 3 � I S I M I � I �1 I I 7�-43�4 . � � N I N ' 6� S �9 � I � 11 i 4 i � 36 B � I � � �I � W36 x 135 �i O � 3 . •� ^ TOV RESPONSE 11 FE608 Q � � 6 S614 S6 56.13 - � 6 1 5 (125' 1 ') � - � I I � Q3 S6.18 � O ^ � CCD #24 23APR08 Q 55.0 i �/ � � i � �� '-1� � � Q ; i .� LEVEL 3 ENLA � GED PLAN AREA 4 �8-=� �-o' _ _ - - - - - - _ - - - - - W36SP1 , w4o � 3 W4Ox 4 CCD #32 18JUN08 0 NOTES• -- - - - - - - - - - - - - 6- 9 /a (125' 1 ') � � , . . � � �,• n � T.O.W. 2 _2 2 , W1 x 35 4 ( 5 -1 ) �� 25�-� �� i � u� � EACN SIDE OF O CCD #36 23JUL08 v ,� EXTEND 3'-O' Q 1 . BOXED NOTES �� INDICATE A TYPICAL CONDITION UNLESS NOTED OTNERWISE. , � � � � � � I � • CONSTRUCTION DOCUMENTS 08AUG08 x�oc-�oc• = 126 - 4 W2 c� � '�� W36 12 . , 13 4 w x 5 � i I NG .� � 2. TOP OF SLAB ELEVATION = 127'-O', UNLESS NOTED THUS� �--� RE� 52.23A FOR ADDITIONAL SLAB � W36x 5 x55 � x r W24xg � F• x � 5 56.� 4 i 6 135 �n 56.1 � SIDES W24x55 'n INFORMATION - - - - - - - - - - - - - - - - -� - - - _ - F TOV UPDATE SET 10SEP08 3. TOP OF STEEL BEAM ELEVATION = 126'-7' UNLESS NOTED THUS• (XXX'-XX'). ' � �o �o � 'o � � � CURB OPENING -ros � g 46 � YP. 7 �n 3 ' � 8 5'-75/a b � ' 17 RE� 17/5603 4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED THUS� _ � _�• . T.O.S. INDICATED IS THE PR0.IECTED T.O.S. 3� i I � 6.04 Q 6.03 � � � AT TI-IE �, OF TNE SUPPORTING BEAM, WALL OR COLUMN SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED 56.14 \ 6• x � q .� X � i 2'-O' .O.W. '� -� ON PLAN � � 4 x 55 4 W24 x 55 35 � x 5 � � 56.01 � �, 36 ; ,35 � � N ' � = 130'-6' 5. <X'> INDICATES CAMBER OF STEEL BEAM ' - - - - - G REGIS 6. PROVIDE 3/a' � x4' N.A,S., FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS� [XX] WNICN INDICATES TOTAL 'o g• i � 7 i 6Y2 WALL QPQ�� � � s � � T�c� NUMBER OF STUDS. EQUALLY SPACE N.A.S, ALONG BEAM UNLESS NOTED OTHERWISE. � � �_p• S6.0 • �� . �,�:'rR�Y gq,9•�FO 7. �� INDICATES STEEL DECK TYPE AND DIREGTION OF SPAN (2-SPAN MINIMUM). RE� SHEET Si ,00 FOR STEEL I I � I I 2 � � �;�,,`�e ��" '� DECK SGNEDULE W36 i • W36x135 i � ' ' 40x43 S5.01 � �' : ° • �o r cp . � : 8. AT BEAMS BETWEEN SLOPING GIRDERS, MATGN T.O.S. O wTl-IE SUPPORTING GIRDERS. � x135 � s, � I �` '( 25x55 I I S .:�' 9. T.O PRECAST WALL PANEL ELEVATION NOTED THUS = �•_�• 7�- • ��- • •- • '- ' '-88 ' - ' _ '- '- '- ' - _ ��Q,, _ ' ' � � ��, _ - H ,090 '� ��' � 10. RE� SHEET S1 .00A FOR STEEL BEAM CONNECTION SGNEDULE, 3 . 2._0. ,� I � • 43�4 ` •;� S6 � ����ry ,� w • m i = 125•-� - � FSSIONP�-�� �j �'_ f0-G � 11 . �2 INDICATES A MOMENT GONNECTION, RE• 1 , 2, AND 3/S6.00. SIM �o � .� � i 'd� � , 'd� , 12. RE� 5300, 53.01 , S3.02, S3.03, AND S3.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY � � 13 � � PRECAST SUPPLIER. � v 13 i� I W24 -��' W24 5 _ � _ ' � � � 55,0 13. 'SC' INDICATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP CRITICAL. "_� � � ,� � S6.01 ,� � 4 x55 , ,� i ' W 4x5 ' 24x5 � w24xg ♦ - - - - - - - • x � m � . W24x5 • � 3 � . . , . 3 , . RE• 20/56.14 FOR MISC. O � 14. COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECHANIGAL �o `O � `O m � � � N I N � � � 25 -� ) c� (125 -t ) (125 -1 ) m �, X N a � M ,o � ,o _ � _ _ �n _ � _ � ' _ � � m � m � FRAMING FOR EXTERIOR DUCTWORK WITH ARGNITECT, MEGNANICAL ENGINEER AND SUPPLIER. 3 ;. ,o .� � � ,� X � ,� 3Q c� � -ati � ^ � ^ -v - m v � :� - - - STUD FRAMING SUPPORT - m � cn ,o x m �n x i x 14 x x � -}- x x ' x ' _ ,Q x ' x � '� x ' x � RE� ARGN. FOR EXTENTS 'v 15. COORDINATE FINAL ELEVATOR SHAFT DIMENSIONS AND LOCATION WITH ELEVATOR SUPPLIER. ,n .o � v in ic� in in x in ic� �. .O �K � � x m � � � � 'O x � 'D O c� O N T �o N O N � N O N p N OF EXTERIOR WALL �► 16. �► 3 4 �o �n � 56.0 v m m v � v � m -- v � v � � � ' c� IND � CATES LATERAL LOA D (S E R V I C E L O A D) I N K I P S, T O B E A P P L I E D U N I F O R M L Y W N E R E P A R A L L E L T O W 2 x 5 5 W 2 x 5 5 � 3 m � m � I � 3 3 � � � 3 � '" 3 "� ^ 3 3 , F R A M I N G B U M P O U T :� A WALL OR CONCENTRATED AT A PERPENDICULAR GONDITION - - - - - - - - - - - - - - � _ _ _ -� � _ _ _ _ _ _ _ _ _ _ � x - ---t- - � � � . � • 3 • �: � • � . � . j . � . , . . � . 17. RE� 51 .01 AND S1 .02 FOR COORDINATE PLAN AND SGHEDULE FOR COLUMNS NOT LOGATED BY GRID TIE. ,o I m m 6 -8' 6 - 4 -2 /a 5 -11 ' 4'-7 a 4 -45/8 5 - 5 -3' 4 -2 /8 5 -1 ' 5 -1 5 -1 6 -4' 1 -O' 18. TXPICAL COLUMN BASE TO GIRDER DETAILS, RE• 51 .01 . � � 13 Q 3 � � O m � '-8' I v � � �_� �3�4 � � � : � SIM. � 55.0 � . 19. QINDICATES STEEL COLUMN, RE� SCNEDULE 5104 . �' 3 ,n x � 13 T.O.W I � m 20. FOR ADDITIONAL iNFORMATION AND DETAILING ASSOGIATED WITI-I OVERFRAMING AT STEPPED SLAB, RE� S2.23A. S6.01 6' I � I m � I 0 c^, I . '- COLUMN x i v � S6,01 = 126 -7' � 2 -� 21 . UNLESS OTHERWISE NOTED LOCAL DESIGN OF EMBED PLATES OR BEARING PLATES FOR STEEL BEAM - I TI-IROUGN � �n 3 v � ��� - - J GONNECTIONS TO PRECAST ELEMENTS ARE TO BE DESIGNED FOR THE CONNECTION GAPACITIES SNOWN IN T4-IE • _ • . . = 56.18 PILASTER � STEEL BEAM CONNEGTION SCNEDULE Si .00A, RE S2 23A SI-IEETS FOR BEAM REACTIONS AND DRAG FORCES TNAT � N DECK I � 3 � 4 W24 x 55 � � 4 � , � 25�-�• � K SUPERCEED GONNECTION SCHEDULE DATA TO BE USED IN PRECAST ELEMENT CONNECTION DESIGN. - - ^ - - - ^ ^ - ^ - - - - _ - - 22. PERIMETER PRECAST WALL PANELS AND COUNTERFORTS ARE TO BE DESIGNED FOR TI-IE APPLIED GRAVITY AND LATERAL � 24 x 55 4 W 4 x 55 3 � � 4 55 � rt 2 x 55 � W24 x 5 m � FORCES 51-IOWN ON TNE PLANS AND TI-IE SOIL PRESSURE FORCES ILLUSTRATED ON SNEET 53 06 4 � ,n 6 5 � � � 6.0 � � (125'-1 ') � (125'-1 ') T p,w. � U � Q ^ �N 23 � INDICATES A SI-IEAR TAB CONNECTION WITH 2 BOLT COLUMNS, SHEAR TAB = /a' AND TOP AND BOTTOM STIFFENER 4 4 4 v 55, 1 • ' � S5.01 I I I 6• = 130'-6' � �` �J 3 . 3 '-O 6.00 I �, p � STAIR L,K�,NDING , m J PLATE AT COLUMN WEB = /a . S6.14 , m SIM. i i � 3 O S6.14 i � _ -^ � TAIR S�PPLIER 5 6 3 S601 5 � ^ 1 � 1 S613 S6.13 S5 Ol � LJJ � � xi . SIM. . . " ; • • ; . . • ' - . � 26'- ' W36x13 W40X362 , 'Y � i W40x362 W40x362 Q . • . . � . . � 3'-4' 18'-2' '-2' 7'-2' 6'-4 ' • ' - - ' L � ♦ W , . . . . � � ^ � -- , �1/ 7 x �� x �� � � B - 4� �n � i 1 '-O' � �2=4 � m � �o „� LL � L N N � N W24 x 62 x x 3.0 S5 1 . � ;o � ; cr� � u� 'n in x in �i � o- Q r � = � _. U5] � - - - - - - -W�8x3 x 5 M D - 7 - - - m - - m - m � - � k� 1 - - � � ( � � � ' 4 3'-4 ' 18'-2' x x x x x . (12 '-1 'l W18 x 35 W18 W18 x 35 W12. • '� °� 5.01 � 3.0 56.14 x � c0 �p 3 c0 � b - � x x x - x 4 - - - 3 - - � � - - - - _ - - _ � M "' '' � � � m � �n � _ � ' ; . •. � U U S6.01 U W18 35 � . � O m m M . , Q i FULL STORY TRUSS RE� /S3.07 cn cn � . �. � Q � � x k x � x � v - - - - - � - +- - - - - - (1261 ) O � O � Q X �� � : � °� � � °� 3 � ' � I 3 t � W18 X 106 u � u U ^ � - 1 - - - - - - - � N N x � �r► � 'n 3 � p' � Wt8 x 35 u� 'O cn cnm '; � � � � �: - - - - - N Q Q � � � " x � 5 6 5 3 �n �p c� �n ' O � � � 6.00 i X S5.01 � 55.01 Q i 5�_� • 3 Q 5 3 0 7 3 n 6. '� � � v � � w 24 x 76 I z x O S I M c�i 3 �'`� ,� � � � �n � �n �n r' c0 x ��° � � � � � ElQ� Z�i � OZ • WZ�F x OZ I "� n O p �•i r--� ��� r� v � r� v � � � �.� ^Cl ..(V. i (126 �_� .� L151 �O L151 _ � _ � '^' � � � x O _ x O _ x O _ x O /=� x 13 � � - - - - - - - - 0 � � Q ' � ; � � u 3u � u 3u � 56.01 , � � � V LL . - - N ,o N � N 15 3 � 3 S ?�, AT WALL � � . - - - - - - - - - - P Q J � �. � „ � " �° W - N .� X .� - - S6.01 - - - i - - - w18 X 46 - - - -/'�� - - - - � S6.01 �&�� �� - - - - - - - - - - - - - �� ' ^ � � � �JJ 3 �' 3 c�' I `� fi5j ;0 3 �` W18 x 35 N ^ � Q � - v 1 '-1 O' i ,� W18 x 46 W18 x 71 L15 (126'-1 ') � m \ n/ N : lV ^ N .^ (V ^ N ^ - - - - - - - - - - - - - N � � �i�� X � X � X � X j X � k X � �� �J� � ! i I � 6 (V `� (V �D N �D N �D N �D I �0 � � • ■� N � ry N N N N N ' x i \ � y k � 6'-9' � V 6'-2' � v 6'-2' 3 v 6'-8' 3 v 6'-8' � v5' 9�/a � 5'-11Ya 6'-2' 6'-2' 4'-7�/a '- 4Y 7'-2' 7'-2' 5'-iOY2 6'-4 ' °U N �o �`� rye g• 6. � RE� ARCH. FOR � � � N -, 6' OPENINGS IN O X �� m „ 3 m u � � PREGAST PANELS ' � � �-1 : � N 3 S .OI � � a�p X � 3 X '; L ' � � � ,n ,n S6 01 � i° O� •1 � TYP. AT ENTRANGE � N � N S6.16 � ^ � - � � - m _ � v � ,� _ S� _ AND 1 O'-O' ARCHED - i - - - - - - - - - � �� x v W24 x 117 [30] � W24 x 62 [10] W18 x 46 O x O b+ b �8 OPENINGS _ � - - � - - • W12x19 - - - -� _ _ � - _ � - _ - - - - � _ Q � ' " .. N� � , iL F , , U 26'-1 .� 5'-05/e Q � Q 3 3 � , k � � ; � RE� S2.23A FOR � ' r � � r�, � ' �, , x _' - 3•-7�/ 11 '-6Ya' 7'-8' 4'-7�/a 3Q x STEPPED S AB ,� �� f , �, . � � 4 N N � �o EXTENTS D c0 t � � � M � � � 3 OVERFRAMI G FOR ' � � � - � , S6.16 m : N ' �0 ;- aD : .^. � rn 11 SLAB SUP ORT ^ � ; ` � � - - - S6.01 N � �i N `� 3 N .� N .N N .N X ' M � ' W18 x 35 � [ � _�--- E � W12 x 19 l'?6�+/S� � `� � ?. 3 " 3 " co x 3 • (126'-1 ') � �126'-1 ') �J �I.+�. ,\1 `o � � 13 � � W18 x 71 [15l `O - - - - - - - - - - - - - - - - - - - �� x 5� ' R - - � - (?6lso ` \ � v _ , � ,,,,,,,,,,,,,, _..-� �, - - - Q � . � - - - - - - � . LEVEL 3 o� , J b�`b W24x94 �15� - - - - - - - - X � - - - - - - - - - - - - - - - - - - - - � � 0 � �' ,zb�-,•� , 3�-, oYB ��-8• 6• a�-, �r8 � °� N � � � � �° ENLARGED PLAN 3 s AREA #4 N � � � � � � � � � � � � � � � W� 2X � q � ,. � Z126'- � ,-. x � �, . ,__, '` � m ; 3 '� °� N SD ni � �b� � N r, 3� � " � " � � v � r- � `6', 3 ^ � � m � x o X � � ,ro .� X '� � . � � � '=' � O x ;o c� �o x � p � ! '� r�r, 3 � 3 v � � N � 3 � ! � � � N :- PLOTTED MAR F � b0 '�'o�. +� � �0 13 "r vW, � � �� � 11 S6.01 CHK'D BY JRB "� S6.01 �� , .� 3 � COPYRIGHT � 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � O W12 19 N � ? ' �� Z6� � �� W� Zx �J' 8 � � W� 8x7� L� 'rJ� - - - - - - - - - - - - - - - - - - - - - - - ' 2 J 4 SHEETNUMBER. > - - - ! - - � _ �� 2f��-� �� - - i - - ! - ^ f - - f ' - o = t3o•-6- MATCHLINE S2.23 T o - ■ � � � � � � � � � � � � � � � m ^ � � � � � � � � � � � � � � � � � � � � � � MA ( NE 52 5 ■ ' 1 ° - (i26' �19 ^ � � 'O D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 N a 0 � � ca N LL r L { 21 22 23 24 25 26 27 28 OVERALL 21 '-10' 19'-1 ' 19'-1 �/a 23'-10' 16'-8Ya 19'-OYz` 15'- 3Ya 7'-4' GRID TO GRID � 0 ' • - � Archit ts � t { E E Q 1 1 1 1 � ' O Q � � � E=500 PLF � � � Q W " 3 5=1750 PLF 3 � O p' 2301 BLAKE ST , STE #100 ` N c� � I I p p O O � ►L I I � � 200K � O O � (W2� 7') 150K 20K 2 OK o o � 150!' 3�3N 61 6 55 803 86183027 ^ I I N � � N N I I � t � O � 1� N ^ � N � � � J I I J O I I O � � ^ ` b 6. 0225 MAIN STREET UNIT C101 � d I I n- N I I N 3Q � EDWARDS , COLORADO 81632 — W O i i O � i i � �,��� ' ����} �O � 9 7 0 9 2 6 8 9 6 0 F 9 7 0 9 2 6 8 9 6 1 J J O �� �� 7'-4' '-8 ' W18 x 3 �ti � � � I I u� W18 x 35 � Wt8 X 35 (126'-7') �, �' 6`�� � I I (126'-7') (126'-7') � � � . j� � � � � � I I � � , � �'.�. . �a <► r + � ;o � � W18X35 j - � � Wt8 35 W18x3� VNi8x3 � � W18x35 IOYa , � `�a'• �' I I (126'-7') r` I -� � {W18 x 35� � .� U26 -7 ) {126 -7 } �12b -7 ) D� ,� `,f `, t�ZiJ�-7 � � : ; � � � ' � � � ' �N � � � ' � � m � � � � � — � — B fl � '" .� .. O . � � ' W18 x 3 � � °�. t8 -� c� �' S-4 � , � � ; .� r v `o U26'-7' , e ,; . _. = ` - QS-4 _ , _ � ' ..E � � .: � '� t 125'-7' � � � i : ° J S6.01 � W18 x 35 � � x -i �/s � � U26'-7') � �o � . �' v _ � � � •� � ,_O �jh q) ; � S_4 c� . . ., ° � � �, ' , �� ` � �� + y1� . ., : � - . :::... �� � � . m ,�.�� � S-4 . ,� - � a'• `�' �i i� . i � 4� :m ^ N . _ � � ' k' � b � IL i t��� � z r , , � Structural � 3 , ,, � t �t i � � � � , - , r., � : `• � t �i � � ,� � { �� �+ � d d , � � ., , � : ; � �: :;, � � �, �, �� � �► Con su I t a n t s � � N : � � : � �, : � - � �, - � - - � - - � X -.� -� ��.---- - - - c I n c o r o r a t e d -- : .� � � :� �; � � � '� � � " � �' �- +�� �� � � � � � ,�, ;, p m � m c�°v c�n m ;° m ,n � 'c�°v ,n, rc) r'nr� . W18x35 '� �qy - ;1 � � � � ` � '� � . , , .^' � : ' !y Y # 3400 E. Ba aud Avenue 300 x x x -= x x x � ��;, `..:. µ r� ���.,, . m ; x Q (126'-7') 'Vb :, � t0 � � `. � ; �; „ " � �;` r I� Denver, Colorado 80209 � � � �:� � � � � �1 ..- ,_ � u� .... = u7 �� ��''.. ° .. � .. � � � � � �._ . � � :. < � : . .� , � ) � ) �0 x x � �u 'cp � � ��� ,- :o ��'6'• � 303 399-5154, FAX 303 333- 9501 � , � � � M � - � `., M ? C1l rtl Ql ; � � -� �O ���. � � �I „ ' �°� lS �i Fmnil Infn(�cri—rlunvcr rnm x x � _.; x � � � � � �'�";"" � � / ,� ��4 * � � SCI Job Number. 04- 187 �r" � � ' � � • � � '� ` `Cl `{} `� � _; � ��i � X,�/ 8�� . it�j , t� t'�Y � �'1 ' V. �.. �` r� s� ., � z . ,a-+-. x � � ��� / . ' � �L6�' I � �L�r r . ... X i ,., � � � ISSUE/REVISION DATE NO . ; � � ; �° � �" � -,o" , oo ' �" �.: A. °� � °l� �,„ N � � � � 6• ♦ � . ;. �� � , , , -� ,� ` v �- , � �,, CD PERMIT SET 01 OCT07 � � � � � � x ," � . � ;;� .. � , S � S-4 � � � ,�j*r� . � '• � ... ; 1 � ��� � � � :, � , t27 -0 +� a �., , � . , ` r., =- r,�'f; .'� STRUCTURAL CDS 01NOV07 � .-• ` .-• ..� � n � , j =z. � , � ,�1.'� td . . , -� ` � � �' � , � � ' �`o,, - � 3 � T `� � � � - � � p� - - - D TOV RESPONSE 12DEC07 Qj `p ��' 'i'' r � N Q' L�! � � � � � �, � � � � , - � � ' � � � N , _ . � • , � � - - �- �� . TOV RESPONSE 11 FE608 � m en � -=- x � 5 4 , � - �-4 , � O � > � x � S�' -4 , ., - � � X � ° - � W , � 5 5 . O CCD #24 23APR08 Q a�' � � p p � � � p � m �": p � * f , S-4 m p t� f ,; ' � O � o, , M � < , � CONSTRUCTION DOCUMENTS 08AUG08 —� — — — � — .^' O �O �'� - � _ m _ . . o- � � tn ` � 550K J 85 8 OK ° . � _ 4�K 49C�C 470K 21 K 155K - - - E TOV UPDATE SET 10SEP08 � ,� ._,_ _.. _.. ..,.. ..... .,,. ..... _... _. ,... 1300K ,d. ' _; 140 �_ � � �� � - ,� W18 X . � � � � � � � � p � � � ,,>>,� � � ' , tn � (126'-7'} O �o : �, cy o' . 1 . �126 - } W18 x 36 8 x .}."� •1 � r� � �,� � - (12b'-7'� (l b'-"7"l r�cp,� t T ���L'�� _ �1 `� � S�4 5- 4 v� S-4 �� — ` " — — 6' � — — — — F � - -� S_4 �� - ; ° � � _ � , � � =�q: , � � � � ' � ' 5'-75/8 � b ��� � � � � '� ,�. . . �O ��� �O , q ^ � , � � �� �:� � , y , y � .y � � ' � " - , ,� wz = Y• - � - - zooK - - - G p �EGrsr � ;. � � � ��� r � . � ��� �,0 . . . . . . , F , � 9 x �� x �� f j ° � � . Q,OY Bq '•. F ,n ° ,n �. � ;; � , > ., � � , � p �� �o �p ; � q� O x � � x � � ; � � � s � o . � F : � , ` {�j� � , � � � ,� I � ,� � I � s�, ��iS � � �; � � ' �:� , , =:r-= � ; .. ,..�Z ; ; .., "" . - . S��C�, ?s��`� � � � � � G � � � ° � �� - - - - - - N ' • � , ,� �� � � � �,� , s , ° -� , E ri , , . : � , u M�n '-43/a `�ti ,o ,.� � .:�� / . . FP f �� 1 � � • � � � � • � � ,. a°��;� . 5 ' ,�„ . '���p`S � • / �, �� , � � � F `<. -< � , O �. F -4� t y :. ( � \ � Y� , f , . , > S P o ��� 3�� � � �n SION - o � , : t ,�z �:� � a � 1 .� �,� ,�, ;, " � N ,_ N . n ' 4 .. d � � � l•i > � . . nr�/'e.%W v., i:�r �� � � r �i'>.9 ♦ ��� S t i. P = - , L � , o- EVEL 3 EN� A �GED LAN A � EA 4 8- � � � r � t . . fl m+k.aJt ^ � � `' '.: � . . w�F ,�: '" : � ;_ ,.. � , i '3 S F. . . � , . .. �i� i }Y�Y�IY�YYYW� IIIIIYIII�YIIYIIrI Y�YYY�YIY�Y� � / � . .. .. . . X � � � 1 „ t l X 5 X X X NOTES � ,� W 8 3 3 I8 x 3 18 3 38 35 18 3 W18 35 Wfi8 35 . . .- . . : , . . . . . �,:� . �, ', : � �: � : �= � �.. ` � �.: , F�;;�:, . . . � H � � � ; �� �; ,,;; , �1 b �7 ) {12 - } `� l25 �7 t26 -7 12b -? ) {i 26 -7 ) (126 -�7 ) �t26 -7 l ,. � } . 1 . RE• S2 23 FOR PLAN NOTES. „ ., . � , . .,,� � . � �. __ , �: � „ � , . : ��: ,,. � .. . � , � ,E ->�� . � c�1 . , , � � � . H . ,; .... ... : . '='. . . , ,. , -,: ; . , , ,,. <;; ,` ;i` �' , � . _w_.;. _... 2. INDICATE DRAG FORCES TO BE APPLIED TO DRAG BEAM GONNECTIONS AND PRECAST EMBEDS ' �".�- -•- - �� � � � �. � � - , ���. . . �_ ,: � ;_�� �� _ . � ,�:� . �� � .;� � '� "�' � . � � � �T � � � � <r:�� " . . ,.,.. O , ,_ ; ;. ��: < . D7 �; . 3. FOR STEEL CONNECTION TO PRECAST RE• PLAN SECTIONS ON 5208. � � � r- �"� � °� r4�- . w = .'� < - � [`� � , , � � , ,, w - : ; � . . ,, � , .� „ 4 . FOR STEEL TO STEEL GONNECTIONS USE GONNECTION SCNEDULE 5-2 ON S1 .00A U N O � � � �� "� ° , h � v;� °_�� �; � i = �� � . � �;�� � `� �� �: �o �, � r�,� ° ;; _ . �'' � cv � � � . � . ;: � �� � � � . , . <, , , .< �� . 5, DS=X' INDIGATES DRAG STRUT CONNECTION. RE� SCHEDULE S1 .00A. � / ` " = �" ' ° � � ° u °' `" °" -= DZ � ''-, , r � 6 R-'X' INDIGATES UNIQUE CONNECTION DESIGN RE� LOCATION SPECIFIC PLAN SECTIONS AND TABLE � � - ��+ -:; ', :. ., , '* � ; . � ;. „r " y,. , ;: �° ' ° � ° , � „�, ,,:�, '� m ; � x PR - . r . OVIDED ON TNIS SNEET. R 1 PROVI E CON ' , D NEGTION AS DETAILED IN 9 S5.00 TYP. AT PRECAST GIRDER. , ,�<_ ° ,:; � < � " s� ..w :,: � .; ,`"� ;° : ' � � � � � w ; �, ` , ,,-: , �` i ` :. . . x ;,, i,; � fi , � .p �p .E . , x � _ �D . . . . ,,. r '?, � � f,. �" : .' ,• '. .... � � . �::: N � .. .. � t� .—�. . .w. 7 S 'X' INDICATES CONNECTION PER SCHEDULES SHOWN ON S1 .00A. . . � � . , _ �y f� i• `",� < :_ ,,;;� r ; - > ,.:. ,r . ,� , . ;,, „ . .. °- - , , , , _, — ' ,,,,,s `�::` , �_ r j ,.4 ,,.� ^ _ ` __ ,-'4 _ '::,, , , :.� ��. .. �., , - „n .. 8 � INDICATES TOP OF SLAB AT NIGHER ELEVATIONS - - - - ` ` - cv c�+ � x35 < ,. .. F � • - . . 9 �� INDIGATES STEEL DECK TYPE AND DIREGTION OF SPAN (2-SPAN MINIMUM) RE� SI-IEET S1 .00 FOR STEEL , -. `° ` ` % � >' "- ; _`` r ' : � m � " ° " �12 '-T `� 3 J DECK SCHEDULE, AND ATTACNMENT OF DECK TO STEEL FRAMING. - � `: c0 x x ` � �n � j � � � - "_� � _ .�,. � '� ,-. o o � ,,.., ;, ' _ ' K 1O. =-� ND , . „ , I IGATES SERVICE LEVEL DIAPNRAGM SEISMIC SNEAR FOR TRANSMITTED TO PRECAST WALL ` � ` '' °� � ' `r " ° "" . . " ' ' ' ., -r �' „ _ , ,,, �,, � r r. n � � �., � m " k s -x>oc U 11 . ---► INDICATES SERVIGE LEVEL DIAPHR GM 50 - � � ' ' "'� ° ' r ^� � � 'N A IL SHEAR FOR TRANSMITTED TO PRECAST WALL , Y; '° , � t , , � � � o� , J . ., � Y ,r 4 �� O t � �.i : +..� w� � t/ C��.: v. � ^..0 `L .. , � �i �n ; �n o J ,� �c , ; , „� ^ ., � � - : �, ,� � . , . _ o :. : , , o ,n � � °',° u � . x °� . , , �`� � m r� .A .A .�; . , µ � .... ' �:x �r ; co � .. x ., x .. , u�('� - �: ��/�j , . �• T ' .z,� ;. . � A� . � „ . . _. ,-- ,. . „ Kl -�."'. . V ! , � i � ,t a J • • � � . Sraec � ..:: �.' ;,Z^ 1 �,♦ 1 � � �/ � 120K b�3K ;75 tC701C ; '� 200K N .°° ' �� ' a' � � � 230K � C7K � � > � I.L y . � � - - �: � , � � ,� a �� � ��t�� 2ooK _ _ _ L - L� W � ) � / � . ��. � r � � _ 14 .3q i� r{ � �' xe 3 ✓� �,` �,z a � ' � � � , sK', : � �keny. � i '� `✓ � � � �p� � f�4� ��� � � ��. 3� � �� � � � '� � � \ A . � .� . 1� :t ,' ,, ' � � .:. '� : . T , 5 � � �� 5 � �# �' • f Q � / �� ' ! $ � 4 /a0.'S. y 6 �n .: ; . :,.. 1 Y s� � � � � � � � �� e ' , , , � �'y { s '� �. � � �� � t�� �rr� 5<. 1 � � � � � � _ r _ _ _ _ _ � � i . ` a a r �`� .. ., .. . � r � � , k, t � � is. � _ � � £ .: . . , a2 �`>�1 .TMiY3�fiF . - i, �, '�"�' } 9 6 � � ♦ � � v k :l'. . . .� • V • Y 4 .i � . f� , ' r t .r :,J 're . � Y'. t, as. `, • .w�.» ,9 8.+. ,. � .,C ";t �_C�" ✓ l. �% J. � . r � �' ;u .... n ... - � .� i a9 .. i . . t . , „/.�. ' . . e . .: .¢ .�. {� , , y� . � ` � '� � . � � � . � '�� ��i'. � v �� ��.; '�.i $ 4 J .�� � � . � � � � � 4 � � r i� F 3. J . �i, .. . . Y. � � I: y� � � � � 4 . ; .: ...i . -.i, { ` ''::�d +v,. � �,.. h� �� � � � L F � � � n'J � � �� � i R �..: � b p � �+ .. _ � 6 .. C . . f . .. T � '. � :ti� L .. .. .:. � � .. . . � � . �� ' ���- .� �;ri ,�:. ... . N ;»°�,� A...>.-. "m°, ^1 ;? h i � �;.r� t..w .. ,� . � N � s �� r s,� , t � � . ,„_ . � , i. a . .:, .� u ;' „ _ .:,, r.. r �r..' �. � , ,, , , , . r , ;. ;- :o..,y .. ,�i'm, „i. '. s� . f .. -, . _ . „ ., .,... • -: � „ .. , ,,..,;. -, r , >s :, �, ,.z- v � <,i'v, -. � .. ,�,,,�;.�. L' ` .,,d.,:.:;,,.. a,, ;- xr �r_,;, ,, . ��.,. .. , ,.,. , ;,?I �,:: , ,:, ' ,: , o _ • r, r, . 'r;; , ..�., ., ... • , ...n,,. „ � e. , : ,.;° ->.. „i.,.; ,. . ,,,:,, .. , a. i � � .:%L x . 5 >.. y. ..� �': nf.:> '.. � ' a.r�. �� "iY+- . 'iJ. " . �ii .. .. [. %' �' : 5 �Y`. . N. S . `£ � / J � F ..n (:� ._ . .: .'' � . p�'.i%� . .. 5Le S �._ . i..,....iv . . i..:: � - � i � ..2:. .,. .e � .' '. ` .. � �. . :;; :n ` ..�..L :: . .:' '3;. ::" ;i- � i.,{, .e.:1.. � .. : .. J u+ e x, y �. .:' :�Nt .� t� ' k:. .. i .� .� . �....v.. . [i�... ./ .i. . ,._ ..- ,x'. . � .. . . i Un a,. . ,> . ,.� w, ,, , . � , ,, s. . ., ,�.,, :. . ., .,. , ..... �. �!: ' s ._��.. 2 �.<= (V , > y. �,, a „ , . ;� _ „ � T . , � •� � . -; ,< , . , �:�� � � �� �° "� , _ � J w � � . ,. . ,� _ ro . � ��: , . � 0 � � , . . �: � r . � ' . '..'. ' v.��FtV B ..:" ° 2� • " r -'v . . 6 , , � r. �� �. ;s� ,. �' .� � - � � l z 5 iT • �Q r i �. e [ w . 1 t�e 4� ) ! / nr / � 2:A' � ii FY y. ;'. p / . ¢ s , a- � , a ,. F.. .- �� ... D7 � � _ � �, m , u ;�., �� = 9. � ��, ' � , ;. '� � ....�� ,�^ ; ; „ . . , ._,,. .9' ... ' � „ , .. , .[�., , n � . :,.;,. . >., ... �, r;. ..,. ... . � o 0 .�.. � . . , � � � .F � . .F : : . � m � � : : � � : � _ . F � � . ..v ' . . :. �. .: " � (.. .] � � � ! 5 � S � I i � � ' ;. ; / :. � . � , � � Cl� cn v � i - - - � � - - - _ _ � - s � � � - - - - - P ., � � � / _ � � � � `' a � � R „ � �/ I �� � � � �`� � RE• S108 FOR *..,� y ° ° ' � � � � EDGE OF SLAB °`��„� ° y ' \ n/ COORDINATE �� � ' "' " � � / 1� . � POINTS � � „ " E r i . � � � . � 5• � ' � � 'J y . : �� � o . � . �- � � � � � �n : r � �. . � a � � � m � ° � _ - � - - - KK- ..�a ,.e __ -. � i ' r �' ° ( � 1 ' � � , t � ' " f I ! i _ _ _ __ _ _ _.� ._ � S 3 i j ry � � S ¢ r . _ � � � � � i ��� �� � j � � al � � � � y ✓ KL �3 L � L � 7 �7 G � .- ' � '� �� � c' � � f� � l � IL6��C7 3 .P � e � . � as � � � � � � k t . fi 7 :,; ' �� L__ y-__.--�-_ "- _ ' � � zs w .e » . j�, � s + � > � '�� a � � p�� � ; ���h`" ,� � t � , � �� � � � . �� i � i � n` ,^ ` .4 . :L `*� .v � � / Z ? . � .. rF t �`�� �.. ' g - - - - � �= � '° ' �- - - - - - - - - - R � � � � ` � n j �- � � � � 3 LEVEL 3 - � . � � � , � s � � � � � � � , '' ' � � � ENLARGED SLAB PLAN �- �� , � x � , i � ( ,� ,� ,„ • ; i I I 1 1 v � � �.:� �� , a �0 2 ; c� j , � � a ,< � - - - - £ - - � - - - - - - - - - s AREA #4 4 � � �. � ; , : � � � � � � : �a3 � S 3 � RE� S1 . 8 FOR �� ' � �° � 4'-1 �/8 i � "� ,�� f } � } � � EDGE F SLAB .T ' �� u, � COORDI ATE �" � '�,x � POINTS �°' � ` O y I = P ` �3 I I I i I � 0 4,_j�. ^ PLOTTED MAR F- ' ►� W „ tM � � ' � CHK'D BY JRB � � � ' � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � � 2 3 4 SHEETNUMBER � J i I I I I ! I I > - - ^ — — — — — — — — — — — - - — — LL � TCNLINE 52.23A T 0 � ■ � � � � � � �� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � - � � 26,-6• TCI-IL I NE 52.24A 1 5 � D . P .A. PROJECT # 06232 . 00 $ . SCI PROJECT # 04- 187 N � O � U � LL � � �r ' v x � 21 22 23 24 25 26 27 28 OVERALL 21 '-10' 19'-1 ' 19'-1 �/a 23'-10' 16'-8Ya 19'-OYZ' 15'-3Ya 7'-4' GRID TO GRID � A • /-� � o[ l9 t � i t i � � � O J �- Q � � W ' O[ > t9 O A 2301 BLAKE ST , STE #100 ' ' ' I � DENVER, COLORADO 80205 II II � E I T 303 861 8555 F 303 861 3027 I I I I O 0225 MAIN STREET UNIT C101 W � I I I I � EDWARDS, COLORADO 81632 I I I I 970 926 8960 F 970 926 8961 J I I I I AF AF v _ = II II - � II II � � � E AF AF AF i AF AF AF AF AF r � � � I I I I - - - - - - - - - - - - - � II II o II I ; - - � � - - - - - m - - - - - - - B � . . � � AE � AE m AE AF AE AE � AF AF � AE � AF AE AF � iAE AF AF i AF AE t AE � - - - - - - - - - - - - - - - - - AE AE AF AF AF � AE AF AE AE � AF AF AE AF � AF AE AF AF AF AE AF AF AE � c� (� (rl (h ('� � ' - - - - - - - - - - - - - - - . �O AE O ^ N � ' • N � O , �o O 1 1 1 r E 1 ^ � AF AF Structural AF AF Consultants _ - - - - - - - - - _ - - - - c Incorporated � o ' � � � AE AE AF AF AF ;� AE AF AE AE AF AE AE AF AF AF E AF AF AF AF AE AE � AF AF AE 3400 E. Bayaud Avenue #300 �, � - - - - - - - - - - - - - - - - - - - - ( �n�) �04_ ���av�eY (�n�jd�� 80Q 09 , L Email Info�sci-denver com F � � � � � SCI Job Number• 04- 187 0 0 4 ' � :o ISSUE/REVISION DATE NO. tV N � — — CCD #24 23APR08 f � � CCD #38 25JUN08 Qj AE AE AF AF AF �; AE AF AE AE AF AF AE � AF AE AF AE AF � AF AF AF � AF AF AF AE �; i AF AF AE � AE D CONSTRUCTION DOCUMENTS 08AUG08 + N lV - TOV UPDATE SET 10SEP08 . , f � , 1 � �� O O O � � iAH —_ — - - - - = - - - r- - - - _ - - - - - - E - - - - - - - - - - - - - - - - - - - - 2'-6' . e � . ° � �L � � � - - - - - - - - - F . AE AF AF N AE AF AE AF� AF AE AE AF� AE AE AE A AF AF AE AE AF in ^ - - - - - - - - - - - - - - -� - - - - - k - - i �O � m L L � AF m AE , _ _ _ o m _ � - - - - G o�P�O REG�SjF �., . . . . . . ... � . I2�-6� I2�-6� . A r -� AE AE AE AE AE ^ VO���Q�` � YBq9�9�0 LEVEL 3 ENLARGED � N - - � � � � o ^ . o . AE AE � AF AE AE AE AF AE AE (13') � AE � AE i � AE � AE ' ,� �p : ' ; PENETI� ATION PLAN A � EA 4 ��=, �-o' , - - - - - - - _ AE AF� � AE _ m _ _ L- - - - � - - - A�O .. ..���`` . . - . N - - .� , 1-I • . . . . . . �,G � - - � ?� 3�-0- sS/0 �dA1. E 4 `� -1G - a8 AE AE � NOTES� AE AE ^ AF AE AE AE AF AE AE AE E AE , � � - - - - - 1 . RE� 52.23 FOR ADDITIONAL PLAN NOTES n? _ _ _ _ _ _ _ _ _ �''� AF � _ • 2 RE� Si .O�t FOR PENETRATION DETAILS AND ADDITIONAL NOTES. . 2�_6 AF� AL � P 3. APPLY SPEGIAL REINFORCING DETAIL TO PENETRATIONS MARKED TI-IUS� �. � � ALL AF AND AE AL 14') 2'-73/4 � 4. AT PENETRATIONS MARKED THUS� �� PROVIDE 5/a' x 3' NORIZONTAL STIFFENERS WITH A 3/a' THIGK FILLET p'E � `� PENETRATIONS ARE AT � AL I � � � � 3'-O' � � WELD. (RE 51 .09 FOR ADDITIONAL INFORMATION ) - 16') FROM T.OS. TO � � � • � AE �F PENETRATIONS � � 3'-4' N AE AF AE AE AE AF AE AE -m � BETWEEN GRID LINES _ - - - - - - E AND M � (15') (15') (15') (15') (15') (15') � AE AF� � � AP AE AE AE A AE AE AF � AE AE AE AF AE AE AF AE 3'-8' 3'-7' AF AE AE AE AF AE AE 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - qE � � � i i O O AE � AE O AE AE AE ' A AE AE AF -� AE AE AE AF AE AE AF -� AE •� AF AE AE AE AF AE AE � _ _ _ _ _ _ _ _ _ _ - - _ - � ' - . - - - - - - - .� J - - - - - - - � ^ � � - - � ' - - - - - - - - �`' K �N , � I I � ' -O •� 1 � I I � I / \ . 2'-6' 2'-6' � � 2'-6' � � 2'-6' 2'-6' � 2'-6' v AJ AJ N AT J AJ A.1 AT J A,1 v (15') A AJ -m J "v AJ AT J "v T � � - - - - - - - - - - - - - — m - — — - - - (15') (15') (15') (17') (17') (1 ) AJ ' '-1 Y2' 4'-ilY2 4'-9' 8'- 4' 4'-9" 6'-O' 4'-9' 4'-O' S'-3' 5'-1 �/a' 7'-O' S'-21'z 6'-10 ' S'-3' 5'-O' 8'-5' 4'-3' 6'-6' 5'-O' O � � , I� L.L. F AF i , i AF i AF iAK i AF q � i iAK i AF ,� '� � ` ' ' � r ' � � •,� iAF iAK iq � iAF iq � iAF iAF _ \ - - - L � LC) w - 4 � � . 3' �13'1 (13') T W W W O , W •� � � . ` � � � W " . W `* W W W W W W W � ) �14') (14') - - - - - - - - - , ' . m ,� - . - - - - - - - - I � � � • AP AP AP W W W W N } t _ m � W N W W W W W W W � � i � i i 2'-6' , - - - — _ _ _ '-O 3'-2 4'-4Y2' - - - - M � � O '- 5' 6Yi 4 '-3' � 2'-7' � _ � • ` • `' • • � O � AP - w � W - W- � - w - - W - - r , V �� V�� V � •� O � O � i � � � � � � � � � � � � � � , AP - W I - - W- I - w - - W _ ! W i� W W v W � � � t � �O Q Q � _ : - - � - _ _ _ _ rv Q Q � � � , ' AP - W - - W- - w - - W � W W � W W - - - . - - - - ^ - I 1 N N (, 4., � S � . w w ° w w w o o ,J - p W (14') AP 5 I S S I 5 W � W W �O y� W - - - . - - - - ' S � ^ , � � I..L AP P — — — � — — — � — — — — N — N — W W � W W W .n _ `� X � O � OP rn w int �O w w %V n � U O O ( / AP AP AP AP AP AP � _ N w W � W W W � _ � � � � U � 6 • � � / , i i i i W W N W W ! - - - �' - - - - p � � VJ _ S '-g- , � . 4'-O' 5'-7' 4'-O' 3'-6' 6'-O' 6'-1 �/a 3'-6' - - - - _ T � - - - - �n p Q " � 4 � 5'-6' X 4'-6' 6'- 4' 6'-O' 8'-6' S'-O' 6'-6Y2 3'-6' � � V J X : . i • � 6 5,� � � � X � X � X � X � T � T � T m [— > 1..` - T a 5•_ � � �" � i 4 �_6 . i � i a�'- � , O W X W W T T S � N � � " v T - . - - - - - - - . � - - � O W � W X W W S O �o S co O - �' - c� � r /1 � ;o - - - - - - , - VJ 5'-O' 2'-9' 5'-3' 5'-O' 4'-O' 4'-O' 5'- ' 2'-6' � T W i� W X W W S � S � �O �O - - - - - - ,n - A _._. �- -~" =`--��� � � AP � AP � AP � AP � AP � AP iAR iA -,� � V X -� X E m � � � ._ ,` ° � _ `� ` � � 3'-6' 'c� y - � , _ , �j, �� t ' _ ' T �• w -m W X W W 5 - - - - - - - Q t, _ _ , ` � � ' � 7i � I _ � _ - - - - - - ` �' ,` �� �7 `- ` '° � C • � 1 � .; �0 0 �O �o O �o fy--J -m � 5 i� W -N W X W W T -m ;� • L , - - - , __ � � 'n _ �m ' � - - - - - - av �� , � i� _ _�---- . • ;r �.-.- � � � S �N _ w 'c� W 4'-6' 6'-4 ' 6'-O' 4'-6' �b�O � t � iv t_----- in � p T `� X T T i T � '� � S co — � — _ _ _ � _ _ — _ _ — — _ — _ , R � ' AP AP X , ._3x6 6'-°' 4 �� T S - . LEVEL 3 ENLARGED °' � I qp AP AP . , 6•_°� T ' - - - � PEN ETRA,TION PLAN ' � � ' � , T 4'�O W W ° � S 5 � � � � `° � - - - : ' 5.-0 ' ' - -6- - :- - _ = _ - - - - - - - — - - - s AREA #4 � � -° . o W � �„ •o � � 4'- 3 .� S m _ � S � , . _ W � - W - � - � � � m O 'v 5 p � T d � _ � W � W - - i � i � , 0 4 � _ . � PLOTTED MAR w , �' . . 0 i� -� S � O c� -� CHK'D BY JRB w - Q , - - - - COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 0 � ? a > .� 4'-O' 7'-10' - 2 J 4 SHEET NUMBER 0 � � 1 1 • E I 1 f 1 LL - - - - � - T � T - ' ATCHLINE S2.23B T ° . . . . . . � . . � . . . . . . . . � . . � . . � . . � . . . . � . � . . � . . � Z ATCHLINE 52.24B 1 5 � � _ s � D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 � N a O � f.f i � y �t r 21 22 23 24 25 26 27 28 OVERALL 21 '-10' 19'-1 ' 19'-1 �/a 23'-10' 16'-8Ya 19'-OYi 15'-3Ya 7'- 4' GRID TO GRID � 0 � • � � QI"Chlt tS � � � � � � � � � � o Q o °L � w oc > c9 O • A 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 I I I I 303 861 . 8555 F 303 861 3027 I I I I � � � —�— , , I I I I 0225 MAIN STREET UNIT C101 W I I I I EDWARDS, COLORADO 81632 � — I I I I � , 970 926 8960 F 970 926 8961 _ = II II v � II II . �o II II , I I N " �AM AM � � AIvC `�AM � r —�� -- --"� . ,�r� — � �� ( I ' ' - - ' _ _........ �� � � z � ��} . � � ` I I AM - " `o = AM AM � AM � AM ' � ' _ � ,� = I - c�' - = - - - - - � �, � �f - . _ < � , . �p , _ . � ,,, - �. — — — .. — — — B ` � j. . > :. - r � _ _. , � � � ` . { i � t C I � � % r -� - � „ � ' �� _�, , ��� y �- � - . � � ;,� _ � � � . � �,AM Alvt� � AM AtvI ' ';�AM �O I � � - ` — — — — — — � ' � ° � � � N � 'c� , .AM �s.M -AM AM "AM � s . _ � �, �. r r I �� � �� z ���� v � . - - - - - - - St uctu a AM f �AM AM = AM AM . Atvt � AM � �" �� AM,,, AM - � ` AM .� AM � � � � ' � � � �a . AM � AM AM A ' AM � _ � - - :� - - - Consultants AM ° AM -� AM AM > AM ' `Q AM M M M AM Ivl ; �' � '� AM AM AM AM L AM C � � � _ _ r -;3� :� 4 � _ . Y � - - - Incorporated , r '--� � ` 3 ° _--.a =''; 3400 E. Ba aud Avenue 300 AM � A `AM p� AM AM �`;7i, "�� , AM M M . M ''° AM � � .t „ • AM g` AM AM Y # � c � . ` 2 � � � > , ,.., n, ;�° ` , „ ' , , � ., «" , ' , ; -,�' � °;, r� ..... _ E Denver. Colorado 80209 i - _ _ ; -�' _ �,� 303 399- 5154, FAX 303 333- 9501 ' � .,,, `�' �-�� .� A ( J ( ) �t AM : . : AM ,- A,M AM AM AM ' � " Emad InfoC�Dsci—denver com � , M tw] M AM , °fF ,Q �. , ,., N AM . , � - - a — � SCI Job Number: 04 187 � �o s . = , � � �". ; � ' ' ,� ► � ` � M AM AM � �� - y — ,.._ :.. ... �.. >_ A AM �.AM ." . , ; AM_ � M M ; ;. AM � M. -; . �` � ::, "�`.� � ,. , . ; s,.. iu ° �""'" AM AM � . AM . . AM AM AM s AM " AM AM — � , . _ W. _ ' , � — = =— — _ -- �. � — — ; ISSUE/REVISION DATE NO. s: _ _ � '.o �a�; tF 3 se?. ". — — — — �, , y � > �. _ . > . _ . ..: . :�r � '> ,r°., � .":,'- �.:,f. •. _,.. , - . .:,_ ,s.-, s ,,,,' ;'.z•,+A � :.. A V- ;'' i. :" : _. , ;-. ,,: . M . . . M >.-: AM; � M M , AM ;_,: M AM !� „ . , ; � r,: �. ,� .. : : , _ . ,� � � � _ � R � =�� �`° ���� � � CCD #24 23APR08 . -� .. � 3 .i� 5 � _ _ _ _ T. � � � �`�' , . '° M ;= � ' � - AM � M . . , M � ;; AM �; M „ ' > � - � � P � °�`� ' "`° � � z := CONSTRUCTION DOCUMENTS 08AUG08 _ ;� _., � � _ °� _ _ � � _ aM �� , � _ - � � - , - - - p . ��, - �< ' 4 TOV UPDATE SET 10SEP08 _ _ - �' � M A `� �, " M �M AM M M AM AM , - - � � � AM � �tvl � -- , �, , i� , � , n , � +�-- o , ,. , µ : �' � � � ' ,. � �. ° . , _ . , � < - = - - - - - - = — ,�— = - - _ - - � � - - ` rn , - ` � ,_ - .,� _, _ _ .�.., _ � - - - E �� �� � � � � � � � � � � ���� � � . b „_ „ :, � : r. _ _ v ;� � � � � . , . �n � _ � . . .�. : _ , 5, - °�=r . z . � ' — — — F i 3 � . . Y 9: �-, , � .. _ � 1, Y4 ,,. .. �� - , . �. . . . -i.. .. . . . __ _. _ f ' ' 2 . K x �.x � - e � ,� s{ �— - ' t � �' :- , , ., :�� , ,a - �`' a. . y �z � m I j � ' � ., �� � � . �.,s . ' � '���� d ; �, � �� ;.. ��� - � � , P e - - - - - - G �p REG1sTF P ' ' 90 � ,� oQe• �o gqR. F � � � �, . Q� �.. LEVEI. 3 ENLAI�GED OVERFRAMING � � � : . JI � ^ . � ., � . .. " x Oe �`V ,. " -� _ s'. � • - _ - i � Q `, • • � y, � � ` � � � • _. � � � i , - - . . � � � PENETI� ATION PLAN AREA 4 : . ��=, �-o� � � � � � � - :� L k F ' S • x � :�� . ':. , ; . — , � � ,- — — — — — — — N ,o�. �� .�,:�� NOTES r r x � � � � � s y � , F(•7 • . . . • �Cti K x /' J C .. .q� \ p� ' C� .e, M , � ^'� . �a;� U t'� /� ; " . .; : ' . . .: .. ' -- : p . . .. ;% 'i , � . , . ; ;:� t., r .:: . , �:: " s , J � �� / � � _ '��� ' / irY. `1 .. . .1$ � � � VI .i /.. ::. e1,. � � 1 . RE� S223 FOR ADDITIONAL PLAN NOTES. , � r � , , , �, - 2. RE� 51A9 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. ` � - �� � z xy� ` ��, ^�:� � . , � _ , � - .. ,��_ , ,. : , � . � ,�..� � .�.r� .�.�. �.. ,��. �; , z � ..��.... , i .,>.` „� . �; ,, . -, f , � >.:; . . , • ,; .,., . - , . ,. ° ; _ . % � . « ; , , �, ` � �;. 'y....i 3 r .. ( . .i�g � ' ad ..:➢ ,_ bt x.�y . . .i . i . ' . : `- v.. rv .rr v .i ..� . .. ,. .�. c - . �.. . '.. '. ..'. . �. ' `ur .:'.� . , e n,. � .:'w ' . ` : ♦ . .'. . . ..: ; .. .. . . i .. .. ::_ . , . .. 5 ` � i � .. . i i ( '.� r . . ... _. � :, . ' � " 'x . , '}f) YF . "9 ,. ' Y y ., , "'� � I':' • r £ ,... . a t�. 3 � �e:. x � rb C4 � F 3 ., . 5�;r .. ~ 5 � , , .: t ., i./m� "r ., - � . - � ..D fn: ,. . ,., � � . . ✓ r ., _ , i � he ,. . , . ' , , . , f. ./' . C_ "'�p dS . , . '- . � � Y O k 9 � ` < „ . ��. N k � ,_ • _ � _ ° n - � i . , . , . ... _ . . , � . t � . . �'.j ,< „ , ., r ... , � . � „ . , , .> .,, . „ . � ,,, . � ..y .,. .. ,. .,..i � . . . .! E� ��� ; . . � " � .. . / ., 49 3 . . - . , }•� . E , , ., ._ � , � - � , � . : ,,, � ,,: „ . . , � ry ' _, , " r : � , , •' , s. � �, - � .. " ,. - . . . ,. , _ .. _ . . . „ , ., _ ' r , . ` n - - .. , _ %: _ _ - - - . � 3 S lz � . . l . . �. � .� \ _ i, p�, � _ . . . � _ . _ , _ y �. . _' _ YA � 1 , - � - ° - - - "' K -: � ,;; < f z k � C 1/ n � � , �� rI � °� ° ��:'<; " m _..� � � u ,4 � ,: � % �";:� f,u r. � ,�� , . . . �. , � , : , ,. , . , , . ;� : "�` " �., <�. 4. ti � .. .,. �;: y . ,�. ,;. ;, , , ;, , „ � m, .:: , ;e,�. = >. ., � , „ • , : _, _ ;�� , ; � ,. ;"v , , �;;, _ ., s:, ;: >., � . j O � = z , ,, t ` ' '° r. , , . .... "�,`'_ j .. k y . I • ��� i . .,� . +% E � y_ ;.; _..: '-i s .. t i ; ;i�- � � ::r.,3 � ..,.. i, ., ; y ' '+t Y qvs , - k: , • 5 K. . .n. .,. . , r�J � � � R � � � F � L � ' r�� .: . - r '.. . � � � � � F,��,� , , , py3� < � � �:;�. . � � — Y L �� 'y` K� Y G ' , aV v. 3 � �� "a� . ,.. � � L tF � � ?F Y.�� 1 �` ., �:a'✓ ' ! ' � Y . U�^i � V` , � . -;3' h � �F' � / ,. 1�y \ � � ; -, „ '� ''.i ": , , . � t . ���� J � . . -�",� s , , � , r ,� , � �.: ` � � �: , v , -,£'s .;;e >^...;.: � g��, 1 � �� �: ; 3 ' a,� s" r° � �O � � „ /��� � 3. . �, . ..;. , . „ � .. � ... -,,,�.r.:� . ..�.,z ... ...,. ... , a , .� a> > . . x „ . _ . x .r:,. ,z,� � s� . ( j J � + < <$'` . . 9 ,.. -.Fr '. i . { .5 ..� -� . � � :.,:'ir. _ ��I - , . : ., . ,. . .:- ` , ; a �„-y, �' � � '� � � b �` ` �' , , � �� ° a"mm ,:� �.p � �. . - . .: .. : . .. � � _ .�,kt. A, Y* S s � �. a�n . �. � � I � , ..:�f�+ , vP fi..s ..`v..�, '.� � i , • Y � . :. , . _ .� . . . • 4 6 . tn . r ' .vc.-� .., . .. . 1.. .:: . �.. i. " iad - . ' . . . a . .. .. ._�_ . .. ' ..,._. :. . . e . . 2 .. .� . ._ ..�.y. /.. .. • ' '' ' �. vJi�Y.ro . r. . . . . _.. .;. . ...:' .. :'. d . � .. ..u. i: . -. .. . 4 N '1'', � , ,,.. .. , .. ..,, . . . . . . ...P, .,....;._ ..: - ,q. ..• ... .e:.:i1'}'i.IU'a f . � } y...: . .x . R� ro� '„',,> K „ .s;y .:. , . , .... 4 :,. , y, „ . , . :. � . . -n �,: ,_ „- . . , . .; . „ .,,�. �'1 ,5s, ,#` +RV � a � � � � , M {� � ,, � y,, .,_ ., ; � , � , . . , . . �, � � � ,� . , � ,� � � !u s %..'�i;.x p. ,.ar . . -: . . ...:, ....,..�..: .1. .i.�. . ..: . : .. 4� � • . . .. y'.: .:N�- q 3. F. . > � .., tJ � �,... .� . ..�.... � . . .�. xi.h� ..� . ::. .. ' ..h . ' - . ll.W ..c . . -.. . . .n. t ...� . . ..v : .. '„v/. f • :d� Y� . . ..n � . r .. �a i. b.. t I 4 i . d t_ f � � A • ti a. . O � r , � : ... , ... .< . .;:. .,.. :_. ,�, . . _ . . s/r; r ,ce , i.a••. .r » . � s �, �� o . . . . . . . . . . z � .� � . � � z � a ,,r`, r �. , " _ � �. ,r a. �',.;�,,, ^a ,� .E ;:r+. ... . ..:. . . . . . . <; , _-,�= v ,,:�,. ,oF;,., . , =.v : ) a.,a • .�s _ � . x . ;.:.^v.,T ,ra s 5 z1: � N { P a<'� i �,. �.i.. � r'.5 ,Y .✓ , � c s_ i,• v .�iL �' .. �' - . �.;�,,,:. ., . . . .�, � , : , . ,.. ,, . .. ,a . �` .:: ... . .. . : . . �, .: .. , r'�. .. � . �+. ..�. „ � --:,.. . -,�; ': " � . �.«5 _ ..,r. 10 . . , .. � . s, r i,. , :' , , ,. , . :c,�` v . . . _, .. ,... �-. , . ,.�. " .,, <. ._, .- . . ,..,.,.. «. w „ . ,,,. : � ..,.. - ,.,- ;r.���,.r, „ 1. , . e� . .., � .. .,,, . ,.�, - , r . . . _-:. .. - ,_ .� . � '€ P , '..w . .,d .. ..nK. ,._. . , .. ., .<.. . . .,, .. „ �. ,,z ...%°'�n ... . , .. , u......, . ,,.,- ,. . „_. ,. ... . .... . ... .. . _ . ,. . . . ... � ... . Y« ,(� . ,,.,. „� ;,a . , ... ,. . . - .. ., ., . . n� ,c , ,. , . ; ..,<:, e � .. . � r . ", :.,.. b; ; ,,, s, i,.. a 'zy" � . n„-NF ..• , , ,,,,, , ,,; , , ,,�.. .. ., ^ .,l.,u . . ,, , ,. .,..e-<. . -� - i, , . .,rs , ,,. .;:. , , ,, ..Y ... a .,. , , . ,.../: a . ,<, . . , ; .� e. a .. ..,m r�"° . . , . ., ' ;�_ �;,, .. . . . .... . , . . .:.r:�. . .:e.-. . A .ae. �.. � . ..m,. .. ' , ,, :i -: : L.� 'L .',& R , _ .. .. - , . . .. V''. ... �1' . ;. � , . ,e. ,,::. ,, .: . .. �v. #. A . ...t � ...: , < ... . ,. .,.a .s..3 r�a. r ..: , .,.. . 3 ;: . .., , . ,. .r , ,. , , �.: r^ . s.,.. ,,., , .. ,,,., . ,�' . � . ....,., „ ., ,._,., bp .� , � � , ,_; �.��.: � :. � � � � � �� � � i� � ��� � �' y'"�� -r. E �'�.. :_ , , „ . €' s . , , � :: , . „ ; � � , �qx s3 x�s . ., ;,. . :. , �.E'.<r' �� 3 ..:: ` � ... _ . , :�,�. �,��' � fi: ^ � . ,, .; x �.,. �,_ ..�_ .f: �� y , . , r«C.,2,'52 " . _ i, �o. Y . ... -as .,. ., ._...,... �. .� . .4. . . . . . /. w.. " „ _.;;i , ,; , . , ,,:< ....e .. . . . ..•l •_ , �;_% , �.;, . �,',� }� . 5:� '�. .v J e..oy o ...: r�.: � ` .''. { .; v� .,:;'. : . .> t .. . . . ... $,.d �fy .p�P '. � , < ..�IA ,� / e�'.i. ' � .r £.�� Y° Z � � : . ,.:. i :5 . . , :,. '� �- , . , n T F d p „ : .;F ,r . .;:. „ ; , .,, m . �, , , k, ,,o;��, ;, .i; _ .,,< .,., a i .., . fs,, . _,, , A -�l. , 6es �'� � �. „Fi, v,;,i „ .7'.s .. , ,.,.� . � . l ,,, . • i;'e �;. � •!', -.,r., ._, ,.:, . .,:;? t� r� „�.; . _;:a�. , ,,,,,::, , .s, , � : � � ,,n.' , s a �,. � o,,: ,. � � . "s r . +, +�d "a . 1, i; , y"'�v-; ; .: .Y '. �,! , 1 .i . .i ,..a. :: , r � x 4 ;, ' „ , . „ . ; ., ., � , ,. „ . • ,.;, , ' , . ,.; ,,,:'x , 'F'i • ,; ., ,,, , ,;: ' ..�, �,., ' s � r / v� � , , , , l:� �� . ,,, ., � ,,,,, . .., . .�,. r „ .:- ,,, . :: ,.,._ .. >:, , .,,, , ., .. :;_; , � ; .`: f � .. 'i,:r '"e`� x ,.< . , ., s' . n . ,'� . r rz+^' .�-:F., � � � ..�`„ . r � . �m z:,ti % � • `;�' ;,%tY'r.F`'�'�;�, �;Pf,,, � .� .� � ` ji: s ,> G s r N; 4 :-::=,,.. . . , ,<: � r r SF � r_... ., -n � P, i.. '.a ,,,➢ . , � . N ::� , , , s .� r� a � a � x„ , . y , . � �,, r . �":,� . s� „ � �.,:. b �,.., s � , �.r� . / . Y � � ..- r u , +ir rea 'X i3% s � h„ a ar �< � ar. . ✓ . � . £� i � �;:�� . ,s . � . ...... , . ; . , ... �- . Y , -.,. , , , . . .l .: . f .:, . :�: ` -, ' r. .?,r ... . s st . ' ,., ,..' - , '-% ' s.� my . i , : . . . .e .. . ( ' : : .o . .:'. . ., . '. . . y✓f6 /' � h k { L > �, S(r . .-s„ . , f:.. n kT.... . f v ...✓, ;ti... a F 'y .,��' . E, ,.J„ ,. �. :..:' ,. , , n /L .r, '.:r, ws , • . , .,. . ._�, � i .,. . ..I . F . . �+ ° . . ,. „ 4; �y, J 94 4 �° R` . :�JA l : } . � � <:. . ,, • . . '�' � .o. � . .>. , ,,. .....:...- i ,• .,., .. � . .. " „ ,%, r . .ye:�, . .3 . y. .. "' ... .,, ._ qo :°✓"_ r,. ��" . ui:.:. ' � . � � , ?:i3 � '.�}.. r . .tr . ..<,.. . ' / ' �,,,. ...,, ..x a »!'. .o. . - 9/,.. .. . .lQ '''.. .. ... . .<, .. Y . iw .. . .....i' .. .'.' . : �.::. 4.WA : ,..s Ir'�i Y .ry, a.i3ry el.� . . . �. / . _ ... , ..' .. . ... . /': .. .r"".:. � Y✓ � . . . ..5 .%t a. .i �v.._�.T .. .K ..r . ... . v .. � iY,.r d „a. , ,. .,r F ,.,,.., . -. , .._ , ..... $..,� . . .., ,,, .,, , -.. ,. .: .- . ,.- , . ... ,, -.o-rx i, - ;:, .:..„ ._, �, .*� t � ::5. .. �, . '� a.� hri� t,_t .��:i„ a;�; _ ,.„:.,.. ,- ;. :: «, .�,...,,.,- . . .,_..: < . .:.. , �. , ,.-. ,.,�-- .. ,� , ,,,.;., � „ . . ,,.,> = . :;; _� �, . ,:, a .� � _,<,_.- �`? , . ,.-..n �,,.-wo?3,>,"� ` , �: .: .,• � .,.. . .... . . . .. . ,,,,�,.: , . ..: . ., . . . .,, ,• -, ,..� .,, ,,. � � . , ,x,.�,. �� ! .<Isa�.. ,r , ..5�a, , ., :.r� ,. ¢ .r�',�° tx � � . ..,w z x. . v r• v . 4 . . , > �:,,u'v a' . �..w .,".� ,ne. , s � w � , '�:ks ,:s��i✓«^ °�1'� . *°�r .., efe f , k;'�'C i, "'' b $. / h^ • v5 /'il W f � - {� W . .v .::. � � .. .ii a .. ., /.`. !� , � C" . Vti .5! � . . . .� .. .. . .....0 . . :z i �.::: , ..;f,5 c .s O , ..s_.. :,i •, l . >� . , ,,, � : .. . . ... en : . � - .,,. . , :-w . :* . . ." ✓, „ '..; .: : . # .v, ,w .Hv. �� fKsi.ra , !�:'.:M � ,,, z.. ., a - '��- ....2. e -n: :; .. t s �. �., S' ' ' .x,< ,,; x': ' t'. . . ..:�... yi .r .�i. . ) Yr S .:✓ /6 .'`1r rbe-lu:' . . ... . . _. � �.'✓4 . .V • '. . .. `. : � . �? . '..i,v . .y..:. .. ^Pr . t°[�;� ,.3 ■ � ir / �' A^+ ., Y... � .: �. . •:, ;, n, ,. .e ., . .. . ... .. , -" x � . R r G .'VS�i'., � ;.- ., . v.. . . . � . , , ..<.. - , _JI ^' f . .. �"£, . . •y . � ,� � „ o ..i ±�.s .. r 9. .Y f�.: F 3r, . .S�, n Y � ,,.`� .�.,�: �, • ., ,r� > s e.... ,,; w. i - � , 2' , ✓v,.: . .:t. . �:> r . , J � ; � � . � , � . � '(� 5 . �`" <e'. � � � ,.: . , � ". . f..;, , i: .i *•. ` � a �i: _ n y '.:. vLe.if'.... . iYi. ? :.. ..i: - "v � . . .i��a �. n . .... .i. . ,YVV. � . . i � . . rv. . � W - ..., . : r : .��'.a . �_• .� . . . i.. .� . ... :'o. � $. ..1.� . �^Fe,.. d��,` � . .' .:; � ) . . ,,✓.. „ , . � _ y ., ..: ¢. , , .. . 6,t . . l .,.,,, . , ... . ,< , , ,, , , ,;., . ¢ � / • J � � .v a a ,�r.:�. Y. , j�; e � , f ie s iF /. O 0 _ � . . . .. _ � , _ � � : � , �� , �� , , � �- � � Y � �< � � E �` � _ � t i � � � � -`' � 9 � � , , � � , : N ' Y' ,r , . _„ „� >�- � m ,... ory u 4 ., „ .. . ., e . � ,. . , , . .�-. „ ._ ;., . . ... - v � � f . �� k � A „ . ,_ ,,, _ _ � , _ w � � � , .� F - - - - - P Q � � , W - � _��. ' 3 � ' \ � � � - j � - � � N �' " � � � z I . � „ �,d � - `'° € i I � � , �, . N �� � � � '�� � ��� :s � � J � � � � � � � � g � � , d �: s : . , , SY : 6 / '� 1 :•` Y z- � S �^hi � � � . . � � � � � _- � t s _ �� � E � 1 t I + .�; , r. , � �'��` � ; r ;,, � 3 < . �c � $ R 1 ° x � � � � � � r r � � ' � � ' ' � v n �.. ���' �"' " �z g ' � � � � r 9 �' r v j 1 „ ' " ' , fa .o x s � ?k'r '�.,�-. , k �� A � I F ' � X � '� € t y a � s` t •�" � r � �.. � � '� w d � •:� F 1 n • • : 9 t � yi 1 � , w y .. 5 .� �.u��nu�ya_�r.� . — � � 1 f ? y 1 � C , ' ` � � rV � � k » ? �` , � �.� r°. t E i I � ¢ ° �� � � �� � � � , 1 y S Y H '� �J f t. � ^' 3 � f 4J �� � f y� ` .; y�JFg � S �, � y . '. S i/ k � � � ^ , � � � R � � �� E ` . LEVEL 3 ENLARGED � � � � � ` ` � OVERFRAMING � ;� V � i , � � , � , f 1 i t i N r c � - - � � - - � � � � - - - - - - - - - PEN ETRATION PLAN � � E � s ; � �� ` ` AREA #4 � �F v� 0 ' � � � _ . z; , � ss 4 • � , O ' " F ,^�" ti 3:°`' � ' � � � � � PLOTTED MAR � t , g � � a. � � . �. »;> , r ,. I W , j� � , y w ,, f � CHICD BY JRB � °�� o � * � ` � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C ARCMTECTS a �'x ' ' � „ , . :'�x � ` , . . , ;i.,�.<;. >O � ' ` F '"�� ` 2 3 4 SHEET NUMBER �r ; J .. s<°� ; ¢ ( ( � � � � � > - - - - - - - - - - - - - - - - - T o ATCNLINE S2.23C Z - . . . . . . � . . � . . . . . . . . . . � . . � . . � . . � . . . . � . � . . � . . � � � ATGNLINE 52.24C � 5 ' � . D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 a 0 � �a � � ' � t 1 1 1 1 1 ( 1 1 ! 1 I 1 ( - - - � - - - - - - - - -- MATCNLINE 52.22 - - - - - - - - - - - - - - - - � � - ! - - T ` = 130'-6' � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � MATGHLINE 52.24 � � r w� 2 � 9 �1 X � (126' 1 ') � ^ � �O � N � X '� � ..i � X i �0 N � � � i i i i i � � � i � � 3 aa 3N i � v � � �, 60 0; � � � i 5 i � i � � a � � f �� n � � � � �� � � � �� , � o�x� T.O. . 'n '� O 13 '-6' SS S a�p ' , � i � � i E � � � � i i W12x19 i OJ [ � � (126'-1 ') - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U � cm•i 2301 BLAKE ST , STE. #100 � W � DENVER, COLORADO 80205 � � v 303 861 .8555 F 303 861 3027 RE� NOTE 23 Z � 0225 MAIN STREET UNIT C101 � � � � � 4 � � � � E � � � � t EDWARDS , COLORADO 81632 970 926 8960 F 970 926 8961 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �/ � � t I t I i { E I I I E 1 I E I 1 , V � � [f) N f 1 1 I I I I I i ! E I 1 t 1 - � � _ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - w Structural � � � Consul tan ts 0 , , , � , , , � , � � � , � , -- . Incorporated : � •� 3400 E. Bayaud Avenue #300 ; Denver, Colorado 80209 (JUJ) Jyy- �1 �4, rAX (3U3) 333- y5U1 _ Email InfoC�sci- denver com � - - - - - - - ' - - ' - ' ' - - ' - ' — - �( SCI Job Number 04- 187 � � � � i � i � � i E , , , , , ISSUE/REVISION DATE NO. � CD PERMIT SET 010CT07 i _ STRUCTURAL CDS 01NOV07 , � � TOV RESPONSE 12DEC07 Q � , � � � � � � ! � � � � � � � � � TOV RESPONSE 11FEB08 Q in N CCD #24 23APR08 Q � CONSTRUCTION DOCUMENTS 08AUG08 � TOV UPDATE SET 10SEP08 i � i � i � � i � t r r � i � - - - - - - - - - - - - - - - - - - - - - - - - - - - - Y � � 1 I I I I i I 1 1 1 i I 1 E t � P�� REG�S�rF � "' pQ;.• • •oi% • ••. 9 "� , c��°o�Q�` � eq,9�.��.�0 � • � n . . . . • i � �� ' • �4 i � � � � � � � i t i i i i i N A90,c s . . . . .. •��C�� � SIONA�- 6y� lo - a � —�— - - - - - - - - - - - - - - - - - - - - - - - - - - – - 2 � � w z . Q a I 1 1 I 1 1 I t i I t I i t I J � J O � v 3 N N U 0 (1� (1� � Z � � � J 11� ll1 � � � Q Z � Z i � i i i i i i i i E t � � i � U � W _ � = w � � O H H Q Q � � V � � � � � � � � � � � � � f � J J 302'-25/8 � COLUMNS W � 27'-5Ya 8'-10�/a 18'-3Ys 24'- 4Ya 23'-11Y2' 18'-11Ye 5'-5Ya 13'-7�/a 13'-6Ya 5'-6�/a 21 '-10' 19'-1' 19'-1 �/a 23'-10' 16'-8Ys' GRID TO GRID > ~ � 5 418'-2' � OVERALL � � 7 Q � L � n i2 I3 �4 �5 I6 n �8 �9 20 2� 22 23 24 25 � pp � � � � � 0 � OO � OQ � LEVEL 3 ENLARGED P� AN A � EA 5 ,��=� �-o- Q Q � � NOTES� � �5 O � � 1 . BOXED NOTES �� INDIGATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. ` J � 2. TOP OF SLAB ELEVATION = 127'-O', UNLESS NOTED THUS� �� RE� S2 24A FOR ADDITIONAL SLAB O O O I NFORMAT I ON ♦�/� r , 3. TOP OF STEEL BEAM ELEVATION = 126'-7' UNLESS NOTED THUS� (XXX'-XX'). � V J v � 4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED THUS• T ���•_Xx- . T.O.S INDICATED IS THE PROJECTED T.O.S. � � � AT THE �. OF TNE SUPPORTING BEAM, WALL OR GOLUMN. SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED W � � /1 ON PLAN � � � 5. <X'> INDICATES GAMBER OF STEEL BEAM. r y 6. PROVIDE 3/a' � x 4' N.A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED TNUS• [XX] WNICN INDICATES TOTAL � � � NUMBER OF STUDS. EQUALLY SPACE H A 5 ALONG BEAM UNLESS NOTED OTI-IERWISE. � Q • 7. �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SHEET S1 .00 FOR STEEL J DECK SCHEDULE. O 8 AT BEAMS BETWEEN SLOPING GIRDERS, MATGN T.O.S. OowTNE SUPPORTING GIRDERS 9. T.O. PRECAST WALL PANEL ELEVATION NOTED THUS� _ � _XX- . � 10. RE• SHEET S1 .00A FOR STEEL BEAM CONNEGTION SCHEDULE. 11 . �� INDIGATES A MOMENT CONNECTION, RE� 1 , 2, AND 3/S6.00. � 2- � V ^ ~ - � � T -, R� m.�`� 12. RE� S3.00, 53.01 , 53.02, S303, AND 53.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY `_ � -� � -' - °--°�°� PRECAST SUPPLIER. ti � ,. .- ,, � � � � � 13 'SG' INDICATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP GRITIGAL. i; i ' �, , ` `i ' 14 . COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECNANIGAL ° ` - -� � � DUCTWORK WITH ARCHITECT. MECHANICAL ENGINEER AND SUPPLIER. ,�_y_ � __ _ _ - ` ^ 15. COORDINATE FINAL ELEVATOR SNAFT DIMENSIONS AND LOCATION WIT4-I ELEVATOR SUPPLIER � � 16. -�► INDIGATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WHERE PARALLEL TO � A WALL OR CONCENTRATED AT A PERPENDICULAR CONDITION � 17. RE S101 AND S1 .02 FOR COORDINATE PLAN AND SCNEDULE FOR COLUMNS NOT LOCATED BY GRID TIE. Q 18. TYPIGAL COLUMN BASE TO GIRDER DETAILS, RE� S1.01 . � 19. QQ INDIGATES STEEL GOLUMN, RE� SGHEDULE S1 .04. 20 FOR ADDITIONAL INFORMATION AND DETAILING ASSOCIATED WITH OVERFRAMING AT STEPPED SLAB, RE S224A. LEVEL 3 a 21 . UNLESS OTNERWISE NOTED LOCAL DESIGN OF EMBED PLATES OR BEARING PLATES FOR STEEL BEAM o� GONNEGTIONS TO PREGAST ELEMENTS ARE TO BE DESIGNED FOR TNE CONNECTION CAPACITIES SNOWN IN TNE ENLARGED PLAN � STEEL BEAM CONNEGTION SCHEDULE S1 .00A, RE� 52.24A SHEETS FOR BEAM REACTIONS AND DRAG FORCES THAT � SUPERCEED GONNEGTION SGNEDULE DATA TO BE USED IN PREGAST ELEMENT GONNECTION DESIGN N 22. PERIMETER PREGAST WALL PANELS AND COUNTERFORTS ARE TO BE DESIGNED FOR THE APPLIED GRAVITY AND LATER, AREA #5 d� FORCES SNOWN ON TNE PLANS AND T4-IE SOIL PRESSURE FORGES ILLUSTRATED ON SNEET S3.06 � �g 23. LOCATE PER 3-D MODEL PROVIDED SEPARATELY. Q � ' � 0 a, PLOTTED MAR o � �- � CHK'D BY JRB w � p COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � p 2 3 4 SHEET NUMBER. � J � LL 0 Z - o � 5 ' ° - D . P .A. PROJECT # 06232 . 00 � � SCI PROJECT # 04- 187 � � 0 � , U � LL .. � - - - � - - r - - � - � - - - - � - - - � � - - - i � i r � i i i � MATCHLI NE 52.22A � - - � - — - - - - - - ^ – - - T � J � . . � . � . � . . � � . . . � � � � . . . . � . . � . � . . � � � � � � . . � � � � . � � � � . � � . ■� � � � . � � . . � � . . l � � � � . � ' MATCNLINE 52.24A � � 126'-6' . � � � , E i i i 1 1 1 1 1 t I � I I D`� I t � . i � ' • - � Archit ts RE� S1 .08 F R � EDGE OF S AB � � GOORDINAT � i � i R i i i E i i � � i i f r � , - - - - --- - - --- - - - - - - - - - - - - - - - � - - - - - - - - - - (J � � 2301 BLAKE ST , STE #100 ■ DENVER, COLORADO 80205 � � � � 303 861 .8555 F 303 861 .3027 � "� � b � � � � � E � � � � � �� i 0225 MAIN STREET UNIT C101 � � J i ; � � � k EDWARDS, COLORADO 81632 ° 970 926 8960 F 970 926 8961 - - - - - - - - - - - - - - _ _ _ �'^-� � - � - - - - - - - - - - �/ � � � i � � � � � � � � � � � � � � ; � � � � � 'v � I � m N � I E I I 1 t I l 1 1 1 � 1 I i i � � � � I - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - w Structural � Consultants • ' ' ' ' ' ' ' ' ' ` ' � ' ' ` ' � Incorporated � � -� 3400 E. Bayaud Avenue #340 Denver, Colorado 80209 (303) 399- 5154, FAX (303) 333- 9501 _ � � Ema �l Info@ooi denvcr com - - - � - - - - - � ' - ' - ' ' ' — - - �( SCI Job Number. 04- 187 i � E k i i � E f i i � � � , , , � ISSUE/REVISION DATE NO . , � CD PERMIT SET 010CT07 � . � STRUCTURAL CDS 01NOV07 � � TOV RESPONSE 12DEC07 Qj � � ; � � � � ! � 4 � � � f � � � � E � � TOV RESPONSE 11FEB08 Q � N � CCD #24 23APR08 Q '= CONSTRUCTION DOCUMENTS 08AUG08 € , , � TOV UPDATE SET 10SEP08 , I ! 1 ! I 1 t 1 1 E i � I I 1 1 �( I - - - - - - - - - - - - - - - - - - - � - - - - - - - — - - Y � � E ! 1 � r I I 1 1 1 1 ! 1 1 i f � 1 I I 1 i � \ ��C1 � Sr� � �. �p . , . . . . . . 9�co � � ' �Q��Q �Y Bqy ��• , � . � •. a- O .Z. F � `� v� � `� � : • . [c S N : � � LL1 (V � �_ ! l I k I 1 I I I I t I I ! { �, ��� . � �� ' � l � .. _...__ __ _ __ __ � �� _ _ _ _ _ ' - - _ Z FE - � _____. _. ..�� �. ---- -- N- S S I ONP �l� l o a� � . o � � � � ! I I E i I I ! 1 i I I 1 1 t � � H � � � O � '�t � N N tV (V � � ll.� ll1 Z Z t i i � � i i i i E i i i � i J � J U � U � ' � U I E I f 1 t I t 1 ! I I 1 1 � � J W � 27'-5Ya 8'-10�/a 18'-3Ya 24'-4Ya 23'-11Yz' 18'-11Ya 5'-5Ya 13'-7%a 13'-6Ya 5'-6�/s 21 '-10' 19'-1 " 19'-1 �/a 23'-10' 16'-8Ya GRID TO GRID > ~ � 3 418'-2' � OVERALL � � Q � � 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 � � � � O — o � oo � oQ � Q Q � � LEVEL 3 ENLARGED PLAN AREA 5 �8-=, �-o- -� W � w � J � NOTES� O Q l . F�� b114 �-C7l� NLAN NVT �S. � ��/ 2. �� INDICATE DRAG FORGES TO BE APPLIED TO DRAG BEAM CONNEGTIONS AND PRECAST EMBEDS. � Cn � LL I 3 FOR STEEL CONNECTION TO PRECAST RE� PLAN SECTIONS ON S208. ■► � 4. FOR STEEL TO STEEL CONNECTIONS USE CONNECTION SCHEDULE 5-2 ON S1 .00A U.N.O � J � /� 5. DS-'X' INDICATES DRAG STRUT CONNECTION RE� SCNEDULE S1 OOA � V J 6 R-'X' INDICATES UNIQUE CONNECTION DESIGN RE• LOCATION SPECIFIG PLAN SEGTIONS AND TABLE r � PROVIDED ON TNIS S4-IEET. R-1 ; PROVIDE GONNECTION AS DETAILED IN 9/S5.00 TYP. AT PRECAST GIRDER. � > � - 7. S-'X' INDIGATES CONNEGTION PER SCI-IEDULES SNOWN ON S1 .00A. � � 8. � INDICATES TOP OF SLAB AT HIGHER ELEVATIONS � . 9. �� INDICATES STEEL DEGK TYPE AND DIREGTION OF SPAN (2-SPAN MINIMUM) RE� 51-IEET 51 .00 FOR STEEL O DECK SCHEDULE, AND ATTACHMENT OF DECK TO STEEL FRAMING. VJ y , .. r- - ` - i �.,+ s�..� � � � � r � ,_ �. �; ^ ^ �, ! � � f ' � ; �� t�, c > ; � � � „ 1 � 3 � �-� --`- --- ` �-- _'_ - ` p a� � •`� � a. � �ri �— c�i � � LEVEL 3 � �, � ENLARGED SLAB PLAN � N AREA #5 N N Q Of � N �I � � � � O � 4 � � PLOTTED MAR 0 �- N � CHK'D BY JRB w f- p COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � p 2 3 4 SHEETNUMBER � J � LL 0 Z ~ 1 5 D . P .A. PROJECT # • 06232 . 00 � � � - SCI PROJECT # 04- 187 N � O � U � LL Y ' � � � ' ' ' � � ' ' � - � - - - MATCHL I NE 52.226 - - - - - � ^ - - - - - - ' � - r � -r - - �' — - - T Y � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � MATCNLINE 52.24B o r s ' � � - . � i � i i i � i i i i i i i T � i i ?N . � ; � ' � •� ' � ' • - � Ar� hit ts � � � �- � , � , , � , � , , � , � , � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - u • 2301 BLAKE ST., STE #100 � � DENVER, COLORADO 80205 � � 303 861 8555 F.303 861 3027 ���i � 0225 MAIN STREET UNIT C101 � � � � � � " � � � � i ( � � � � � M EDWARDS, COLORADO 81632 �� .� ��` 970 926 8960 F 970 926 8961 - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - -- - - �/ � , � i � i i � i i i i i i i i � � � . v � � in N i I I I 1 1 [ I i ! i 1 1 1 I li . � �� � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w Structural , , � , , , � , , , , , , � , Consultants � Incorporated � � •� 3400 E Bayaud Avenue #300 Denver Color do 80209 (303) 399- 5154, FAX (303� 333- 9501 _ _ Email Info�sci—denver com — — — — — i — — ' — ' — ' — ' — — — — — ' — — — �( SCI Job Number 04- 187 � � � i i i i E i i � i r � � i ISSUE/REVISION DATE NO. � CCD #24 23APR08 � CONSTRUCTION DOCUMENTS 08AUG08 � � . TOV UPDATE SET 10SEP08 � i i i i i i � � i � � � � � � � � in N � � 1 t i ! I i { 1 1 1 I I 1 I i - - - - - ^ - - ^ - - - - - - - - - - - - - - - - — - ^ 1 � � 1 t 1 1 1 1 1 1 1 I I I I 1 f �, 0� �EGISTF9Fo � ; � oQ��POY 8q,9���: .� c� • v� • \ : O . N � -� • OC � • : � N � � i i � � i � � � � i i i i i ,09. ;��c� _ � •. . . . . • FSSIONP� O �I- lo -� � �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z , 0 ac c9 . J i i i i i i � i i � i � � t � � Q � � � � � m � O N N tV (�I � � lll lll Z � Z i i i i i i � i i i � � i � i _ � _ H H a a � � U � � � � � � E � � � � � � � � J J W � 27'-5Ya 8'-10�/a 18'-3Ya 24'-4Ya 23'-11Yz' 18'-11Ya 5'-5Ya 13'-7%a 13'-6Ya 5'-6�/a 21 '-10' 19'-1 ' 19'-1 �/8 23'-10' 16'-8Ya GRID TO GRID > ~ �t ' t � 418'-2' W OVERALL � � 7 Q � L X n 12 �3 I4 �5 i6 rI �8 �9 20 2� 22 23 24 25 pp � � � o _ o � o o �. oQ � Q � o� � _I w o w LE �/EL 3 ENLA (�GED � J � 0 0 0 � PENET �ATION PLAN A � EA 5 ,��=� �-o� ~ t� � � � NOTES� Q .. t . RE� S2.24 FOR ADDITIONAL PLAN NOTES. W J (/� 2. RE� S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. � = � > 1..1� y ` � J � Cn � � � � -.-, _ � _ _N �- � a � p � � 1'^� _ .� � f- F' �" � C � " , � „ f , _ � a f.: ; � R < u Y � i � � f7 � � Q PJ � � � � LEVEL 3 ENLARGED �, m PENETRATION PLAN � N � AREA #5 m � N � 1 � � � � � � O a, PLOTTED MAR o � F � CHK'D BY JRB u1 � p COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � p 2 3 4 SHEET NUMBER. � J Q � LL � Z . o � 5 ' � D . P .A. PROJECT # 06232 .00 � - � SCI PROJECT # 04- 187 N � O � � U � � � � . , } � 2 S 4 D 6 � 8 9 O ■ Q D �4 0 � p � q !D � 22 43 94 !d b 4'� m wrxe,u_ a�e•� �� pS ���QQQ GRD TO GRD 6-? 10'-3' T-1U(i 18-4 T tt-Tl(i 6-0r 0'-O' 10-1• 11'-4�Y! 19'-U� 2T-SK' a'-1p3fi 1p'-31j 24'-� 2Yi9s 70'iU� 6'-Jj 17-7Y�' 17i�' 6-6�.( 9'-10' 14-1• 19'-I� 23'-1? 16-dj IY�'t iS-'.Y� T-� GRID TO GRD O � � COl11.r/S ' 4 -0' ' 8'-O�? f- ' T-f0(i �'�J9(i -�Tb' N!i 6-17 1' 4'-��'i 6'-C�li 3'3-19fi 6'-�'i 8-2�fi -9' S? T'9" B''9� 4 -7 6-r 8'-89i 8'-4ti 16-4�i' 3'-II�^ 4'-4ti'i IC-1�"i 4''T 13'-fl�(i 6-13Y '1 7"T 0'-01i' 4-6' 23i1�S 4�' 6d(i -T ''1 4''4Yi I -0T5 13'-Y�' 4-T IC-13"i 4 '4Yi Md�'i' 6-4' ' 8'-8� 6'"1k 4 -77fi 1'-9' 9''7�.(i f �P 8'�!i 8'-3�fi "117� ' 6'-7 4-7�L' 1-10Y 4'"49P 14 -7Tfi IS'3�6' 6'IdF � GCl1MdS � � -l!i f �� L J 1 g 2x22 i � � i � � � � i i � i i 6 i � i �+ � � � i i i i � i i � i O � '4 " � ' 6 O l&'/ y1 � WI2x22 I � � I IQ 2x22 I G � 6PLICG � NA2�� � ■ � I I I 1 1 I � I ' I I 1 1 � I I e I t f I I � 1 I � I I � I I I I � I I ' I I � I 1 1 1 1 II P �o� x 7 � IRb � YVI2x12 VA2 22 i i � 5 � (6L.OPe5) � 4 � � N � � � ' St.OPES) � � i � ( 1 O.FI � � � 39fi ' PROVIDC ADDITI ' 99i � � � � � � � � � � � I i � � I I � tl� � O � ��%u' 1 X lV N � A � _ _ Zx� � � � MGITx1 � x % �x tvp 2a4 �Zx ar ♦ � i ' • • ' • � 6FIOWJ I _ i �� � � i � � I I � Zf _ Yd z W2 x63 4x ,x • _ � � � � � � � _ �� � � ,..---►�.� � � � � .{..� � _ � � M . '_'_'___' ' _'_'_'_'_'_' i ^ • i i � � I IC-6�5' 1 ' p� T' ' I _ w x � x i i � x x x i i � � y. I'� 16 WI2 7n � 1 g � d I I WI6z9S x I � WI6z',�y � � � � I t � l.�.i� � I 9-N6 AT SLA6 � Q I� . � -1 � ■ � � � � � � � �' '-0' 4'C 4'-C 4. ldx4x � I i � � i i o P I x q 16 �y�, i ) g' q• � I i � e � EG � � v ' I i i i I i � o I i � g 2� � R�L�.1 ft� ' I I + Q MID-D�M1i � � p � . /� �� � � � �M x � � i i e O � T � AryGlt � I � � WYtx22 ♦ WALl. T � IxSS 4z6S YA x WI9x3S c IM8x99 WI8x3s � � � � I i y •o '�o . ---- ----- -- - ------- - - - ts�.o�es wn � e4 ' � io �� x � u axn � � �e �9 a•xiz Tnu. � n � Nnaxse I I ' � p m Y z p � � I � 12 I � n � � 3 6 � t a 2 � � , � I i I � I � � i� � ' � s�a a. s-a ° 4 naa-i7 i • r�c I I Mnax�s � �' wiax� � f Nnax� ' I � I n I � � ( I �$ , p � i � � i � � 1'-idli t9-NF � - -- -�-- i m hi � ( ---- -- - -- ------------ --�-F� - -�- --- - - � � x - --- - ■ s� wza ss x zx n � � yS 'z- t�•-slfi zai u �fi �-t ia-� affi ' � ' I • � ax� � � � ---I----- ' � � °+i.—� - - g� + -------- �---f�- ---------- ----- � m � i � � i � � i i � �ITI i 4 � 41564xIx� 2 � _.a� x I6 lM621 � � � � o � 7- � � � x n�� � � a4x� 6 � � �_�'�_ �79 O �• � n �� •� u�ar�n roN�� neovE � � � 4 0 � � � � ;<,; R ' }"p ' � T Y�3T+�r1 p � e � + + � +,� I S � � NR�xSS WI6 !S WIBz9S x19 � �O VABx9S I3S1 IMax+.� b YNax+b W18xl7 � YYI8z33 [33] � '� yYig yp , .. : x + � • ��'t 0 , � _ � � _ x I I I I � ' I WJC'RGTE Q . 4'YCONC�7� � �" ( 5� � LLll BT � � � � � _ � L6x�x � ( 3�. �, 1 xYl' iiK�l x $ � ' i x i _ � , i + � ' � � � � p '? 6PLICG li T 1 x i � � � 'a' q 16M � � � � I aJRB 4 � Clf� -:.. . " " • 4� 1 i�LIGr I I I x � i I I w-I 67aE N ; 4ti 4 ::. Ct�Agl�!'TG u I � I I 1 ' � I i `bo �0 � + +� � I m R6 �7/fiAOE K WI2x22 i d � WIBx3S WI8 35 a WIBx93 h �O ANGIt � � o r T . v � m x NpOx94 � " � ' � Wld � IMax39 � IMdx� m NAEx +b � � t � RF11ft � "' x '} zY` � in � � b �_ t W16%P6 i _-_-' _' __ YV@x22 LQ 6TRSl —_ _ 9.�E6 _ _ _�_..�...__ _ � �__' � __ '_.� ' '_ _� _ '___' _ x � � YVI6zY6 � _— _ ' ' 3 _�I _ �'�:��____________' __ AT CANOPY VPRIE6 � W7� 64 � � � � � i . � a— �MRE'�JS Y�Rtr�tYJ�_ ,�__'__ L_ _y 3T_ILy� • � ' 84 � v�ne=� � Nne �s Q Mne.n ' ' ., � r x �r X nar-u� l + I ``' + e+ ' , s,s 2301 BLAKE ST , STE. #100 � ,,. , t i 4'xYl NI � m i i i + @ � � ^ F � ALOY�PONIf x � i t„ ' � � � . ' ' 4 1Y T ' � � � :.. �'� S7A4 � � � ,'xi�T� 4 � � ' 4 G�� o ' Wi8x�3 in 6 � C �3 x22 � � u�STOPG � I � �� �• dL `� � __ '__ ___ � Rb MGTG 4I _ ' ' _a a _ x ' �' � __I._.�_ � � _' _ � � ___�_ WI x 'JS� �+nexx � .�..� wia■ -- - --- - --- - � --- — �+nex9 II31 � x � x iFO x x � RGLer / � �,,� , � + h. n T,i� T I � � I � � � � r —�—�— '�•4 � '� '�+ I � � DENVER COLORADO 80205 "'� � � 'I ' ' ' ' " � p 303 861 8555 F 303 861 3027 �xo+noec . i � � � � „ �xar -wran�s-- - �xaxta- L �$ � � t � � i � 3 � � � Y � � W30 99 ti .. ' 8x3y ' ;., 4.xi7HiGN � � � � Q � NA9x35�� � � WIBx35 ... , � � i i � � -��'_ - �--' � -- I �j O' 3�, +— 7� \ � '_---- ---- -- - yes Ci ' —__'_ ' __ __ ______'__ YNBx _ _ _ ��� CONCI2LTC ' � , ��.1.�� � � � I � 1 � � x � % ' - 4'xYl HIGH � . � � � � _ � � �' � - - � C 0225 MAIN STREET . UNIT C101 - i - - - - �r- -- --- r - - - - ' Q i � % ; ~ - s �'1—•— m m CU� tp F i ! i � � 1 WIB 96 q i WIBx�S 1 m � � � � � � � �, q s� � � �, ( � � � � � —� � � � ! � � � W1e � 'I i " I ' �+� � ' ''� � �°� 4 ''� ,� • Q � � EDWARDS, COLORADO 81632 �x� i x i � i � � x �7 WI8z33 WI8 36 WIBx3S WI8x46I101 � W18x96 � WIB: [16� � � i Bz37 WI8x35 WIBx i IqC WIBx I1 WI8x97 � WIBx35 15 �I I W16x26 p '" �s�..c�s� II m I � � ""e"3S ""e* , � � , o e+ ` 'm+ . '► naT-m � r. 970.926 8960 F 970 926 8961 'g � t W2TxB1 11 1 I �eB4 I I Q 1 � 1 I 6• �i �i I I �i t � � � �i � I � 'o + hl�+ il ,1t '�f �,. p� yi+ �,� SM _ I I z F � x � x . x i x � � STAI PRNAING e , x 1 z y 1 x � 1 � _ ' y� _ ' ,� _ i ___�._ n � CQJOiGT� I 4.X i 11 � ' �S IrS I 4 p � I � i � S'TA1 SIPPL.IER m r3 S' � � I I '� x �i� I — _ Y ' � � �@+Q }$ b� �\ � � __'___h � ' �� w z T'O' i i � � � . + O 4 i � RE� 27J5406 '�'� x � � � � i WIBx95 YVIB 33 � MABx3S WIBxI6 [107 I � 20K YA � [iS1 YYI8x9S ] WIBx � 1S1 1. � YVIBx [I3 W18x90 NA8 � WIBx � � � T � � yt0 � � � b �+ � ` .< � � - � -�--�---�' �- --}—� - -- --1�-- �! D � _—' _'_'_ '___'_'_'_'_ _ WI s � ' x291 � � � � � 30 ' S-3 � � � � _ • _ 7V � - � � ' ��LMDI 6Y � � � � 7 TYP i � � � ' '� 6 6' _ = _ � e � , - e � . -� � •yd _ �+ ' � __' ' �O � 0+ _ lyj�+ '_'_ ' _= �.• ' _- n z� b __ —____'_' iv D I� � ,.�.������������������ ' � 0� NOTE 18) ■ � II i� ( I I � _ WI XDS YNExyy Wla '.J� `�3 T �. _ � T W16x.xi [IS MACx',b axy Q; � �Q � � �i � T�T�L��L�OY�ER x 5 � � i � � � i � � � � Wlbx'„15 WIB ' 9b tl 3 1MaxyS , 3 NIt6x46 � � ' t 1 b � a e 'O e i �p t . F � � IAl � ^p NA8 � i � o I O �.� 13B'-4�� � � A 6Brt � -C -6 3-,' y � ' ) I` '—'__—__'_'_'— '_'_' �zBI I 66.11 SM � :o p V TOR , 5 _ _ � . � � � D61 _ F� - ' EJ.E ATOR � � � � F � I � ( � '� � � �� t 1 � II � � I 8 � � vna■ ie Nnerx Mne: � ° � � 1 x � � �y + `h° n r � � b a a ISLCPC6' x � � m � 6All � 7 x Q v � B H666x6zJq � 1x � LEDG 1 x i z � x i � � L�x,xl� ER � KG �6xJ� � �' � � i WIB � yr0 �6 +�? I �+,� �� � E � _ _ � _ ��� ''' 6x95 WI6 !S _ WI9x�3 WI6x�6 � _ A .. � - '� _ ' �e � � ' ' 'v ` �x?� WIS b MII x 'V b , i ' 6 � b � J�� Ce � T WIBx6 � I $ 4 �1 ' � % I ' °i' 1 � � �� 2� z 'Q 'P � -T S'�' i' -0 -6' �' x� � X � - - � N � � , S _ � ,. � � _ 1 �, � „ � _ � _ C � -� z' 6 I b � � i i � � � I iTYP � � � � x � � � � i 6 � I I 6 • � � � .o �a ' ' I I � �. li � + I ' b 9-�'6 AT 6L.AB I � h � 2q2 ll I I � I WIBx WI2 22 Wlaxj7 N116x�6 $ � WI2z�0 � W18x36 � NABx ' 4'� 2 -T 3 ' -6' i-0r � 'P '4 ' Zq b Q 6 � +' M�TM 1 � _ _ DOl WI8x3S WI2z�0 _ VNbx 19 Wl�x� M112 z� WI6x � ,^ W18x9S � � � y � x i i �� i i n i , x22 c ' _ ' 1 � � ' ' ' � ' ' _ � � _ _ ' ' ' �2 - - i- -- 'T � ---'- - '— ' - ---c-------'-- � ;o ;o AT �ACG Cr CONCf�'f! ��� , � , � � � I� � I = x � � I Q � � F � � � e � F I I � 6M I n m � � � � � � I A , � ' � � 1 � , i � I � � I � �e `F�(• � (� � I OF 6TGGL ROQ OCQC � i 6d11 1 � � � � m � � 1 �` ♦ h Q _ _ s YYl6x2I0 � W18x WI8z96 � MABx 5 WIBx35 W16x3S � . A _ _ '^ MA8x33 � IM8x96 Y1ABx9S � � ^�! ax' • � t � � ;o m __ _ _ � T � � � __ _ � __� _ '______ _—_—_ _—__ _ .___' � x NMx40 _ _ ___—_—_ _____ WI2x40 � WIBx35 WR � �E• •• � i � � � —�— • _ ¢I _ _ z WISx3S ■37 NAaxl7P ?. yVlg■ x x � l__________ _� _ � � } I - � § NA2x22 x � I io e Q io _ xT?�TA 'P I p � r -1�7 � x • 6'-9Yi 4'- � +'� 4x I ' '__—'______ __—_____ � � sµ-� � � � 4 � z x � 6 WIBx36 ■ � WI6x36 �' � CL�� � � WIBx36 � vnw � WIBx36 � WI6x3 � ` o RFLCr�� � � � � � , = , , , � �ax� n � �e. ,�Bx� � , , � , , " �e. � ''"�'� A�. , I ' � ~ O ________________ _ _ _ F _ % . ' __ .�6% ' _ _ Y ' - _ p __'___' x '_'___' p __'__ _ ' _'__ '_ _�___'__ _ __'_. i p � � p Q I � � 9• _ ____ 'P' _ ___ _ __ _______________ _�'__�'��—' — W _ iRAIG12x4S �x�� � r3 � rS ° z 4'x6' HGN z x n _ � � d ' ' p � Y _ � — — —J � � W � � i a� t � � x z z MABx35 WIBx35 �i 5 �o a CWCRETE m �n S� n � n W18x35 '� x in NA8x33 x ;1, x r�. I � 0 � ' MA8x33 � � i. � I o I e � / . I �i W xp CLRB � � U a x z -� � P- � REL@ OJJGIt 'o _ 7+ ` I 6 . L6:4x� 'd � + I � � 3r � � ' � O � 'Q � � WI8x33 g � � B% m Fl � � � � 3 I �x� i x � i , � LLFL STOf�E � S t r u c t u r a I �I t c. o � S s1/ d a o � „ .,�, � � I I � ;pp i. 'P o p ` '___'___'________ i(• ♦ 1 WI81�36 WI8x35 1 YN8�t96 1 I z x YVIBx35 ! WIBx36 t _ ___ __� __ W12x�0 _,,,.,. ...w.,.....w,-�... �� �. WI2xI0 1 YYI6x95 � W18x95 1 � x yy�glt33 � 1 I F � NA8x35 NA8x39 • _—_ Nl�x?a—_—_—_—_—� 6z2�- � � �a -n�.--------- C o n s u I t a n t s .� «.....�» __ ' __—_ _ —_ _�} __ ��_ 'N � tl3T'117 � � � 13'-9�'i T-1d£ ., . . _—'__ _— _— __' ' _ _ _ ' � i�er• ■ �' . � ' �+Y. I R n � � � � � � ` ' � � . . S ' .� � � z � - -- —� r+Fr,- --t- y. � � -r�a=d--------- •. aa. o �C � � o I � b 0 0 � NABz33 r o --' -_ " . � axo I m e I � � ip ' a � � ��'p � � O � Y x �''"�� � � __'___'___'___ '_'_ ' �14 x� _ x _ ' _ Wt8x35 r 8x _ WIBz � _WI8 33 � _. I --- WIBx3S _—_R � _ NABx96 —_ ' ' i WIBX.�_ _ - WIBX.� � �� tWIdYRR � ���� iY)�YRS �� �� _ � ,..W)JYRR �� � WIB%3C MA8z37 � WIBx36 NA8t3S I WI8x96 I ' I __' NAbx}16 b � ' ' _____'___'__ � � I n c o r p o r a t e d _T1 _ __ __ u � WIBx35 � �+ i � x x � � -"1 x � x �m • i '��' " 4'x6' IGN T � z w ' , � ,.� ��. r, 4 n � 0 .� x I x � I x � x —'�—'- -- - , _ ,o .�- —1-w18x7J-' x ■ x r ----- l I a f � � � :; '' � ' ' � � § - ' � � � � � � � m � � � � � , � 3400 E. Ba aud Avenue 300 m 6 � ' � 0 1 a o c� � . . , � , � xp , x � • x 61dF �6#'i .6' v�na.3s nnax3a � Lv �,�, , „ . �+ : ' � �e■� Y # i0 d ' .-^• . I � � NA8 � 2x19 � � Bx NAEx�S � � _, �� <. , r- 3 �, I� , S , rx � WI6xl15 � � WIBz� � � W18x�3 • o � � �' nnnvnr (�n n '� r � ;� - - - - � �e x � � -� �Zx� � � ; _ - - -�— z - vv�e.3a � - a.� - �..:.rM __ `maa�" � ,� - - -�_ - -I -'- - i � -- -- _ _ _ _ n3r ni _ a � � 303 399- 5154, FA K V - � ^ � - tE ' � :P i Y �;o im � Y o � - � _ ! ( f � (, � x . ' Y�na« _ _ ' � ■ e � _ s ° - ° :� '� y b __ T Email Info�sci— denvercom _m I radn 80 Oa •=ss- ( ) X (303) 333- 9501 --+v�e�x - — ---- -- - - --- - ----------- -- � �8� �e.� , - - - , � x � � - a x � i i ---- ---- = ---- , ►. . "�,gx� _ "wiex� �.; ,v�.� �- �------- = . �8.� sTn�- - - - a - - � - '�_—_—' —' —' -- K SCI Job Number: 04- 187 e� Y + : � a ` ' I , Pa�rl.e I t g � x � � n Y � a 3sa7 ` , � s� � s : M � � YVIBx S `0 1 WAtJ_ 1 I '9i �- r•< " U39'-1'j . � � 4 1 _ � � 1 O � 6' EDGE ^� � �i WIBx93 BGLqN � � � x F x L6xIxli � Or 6U.B I x EtFPLJFJi � � x RB.IEr ANGI.G WIBz36 N118x33 � YQ{x06 " � :. NQ4X66 NQ�%50 2 P AC�S AND LAI�DNG 1 1 .i 1 � W� 6TOPE = � 6 EDfiE 1N8x37 WI8x30 � 2 '� RE� STAIR I � � X N � �..a • —m � - -�--� -- = - -- - ' ' - �* � I - i I - ° - � °'� a------ --� ---- � -- --- - � �..xr6 ,��x�a t = ,�4x74 � l � � , , h � ' ISSUE/REVISION DATE NO. L ^ � ---------- =-- ---� — � - -%- � ' X ' � v�nax 3� ' M wie■ss ' � _ � i _ _ _ _� I _ -�rax�s-- a� - - � - � p - h t�n"�s - � 8xP 3 � I x � r�nax3s x I � % v�na.9s � ■ 6 4 --- ------ --- �- � Nna z-63fi r-�• � , RFJ 6T I - -- IMax3'S �A'S x x � �MA4µ'.b WI8x60 L8:4x� � � _ � � _ � � x x � � � L Q '�••" x TOV RESPONSE 12DEC07 1 4 _'_ _'_ ' ' _' '_ ' �x?b —�.X ' _ iR � —iR i ' __ ' �' ' I' � _ F ___'_'_' ' ' �x4x�lY ' _ ' 4�iY'� .,,,«. .. «.,...,�»«...�.+«�.�,. �..:�.' � � �...�..-.« — _ � ' ��OI�G LLH 6T�OPE � _ B . 4' 1 1 � � � a � o � x � � I � 4 4 � I 4 ■ 4•- n- ' - �+ � .o � bar-n� „ sa „ ;� I ss.o wasrone � �S -vj 1 �p � � � . ,� ; � � -e a��7 -Vi -Ui is-n3S e�r�c�e I �-v � S wiaxss wiax35 wiewiaxss � :R e.ss a= wnex e - ' v�na. � µ � � Nns■as wie.3s ■ �-�r � is exreaiora �„� 6• • m ro� s-a �e-z ia ' - � �' � CCD #10 24JAN08 Q�f s 6 W24%�6 iA24x76 yVY4xy6 AN('J-E io tf q M � ' r�n --�.G--"'—��s- - - - - � � ' � m i-0�.f �i � WIBx33 NA8z33 � � LLN � W16x 6 � ' � �i �x,� � � � ,.;,, � � x � WIBx3S � x19 x�9 � WIBx3S � - � _ rLLI. 6T TRlE6 LW 6TOI�E 11 �o � LL1146TCY�G i Y M G LE:4x� 13B'-4' � I Bx N118z3S zi9 x�9 WIBx,9S I gz x "� . ' T � 6TONE - � f � x � a Y yZ LLH � �i .� n m X x �8x� �, � : . 30 +� �.. ,, WIBX3S � • x � � � ♦ � •i RfLE.r . � f�Lllr ANGL! � � �o v RELIEF 1 1 1 '� 7n f� io � � �` x 6T01�G x x 138-4' x x z L1J-I 670rE : �,� 6 6TOM! REL.� �i x __ '___'___'___' Q ,� qNr� c NnBx f WI8x3S � I o RELIF1 ■ m o � �o o m G �'IEF H24x76 � � p�'I'� , ,�t, �i� � m a ��•-,• o I " � '0 h 6 'R �' , n � • wie.ios -- � � TOV RESPONSE 11FE608 N � � � � � � ' � ' x x er,r� n � � � NJ!''LE � iM2A%96 -� (134�1'3 MQbx76 - - SIMI i p • N � Y O � �- n WIBx93 MA8x9 � �o WI8x99 � " fl94-h ^ � � � � ---- - --------------- ---- -- ----- b.za s v�ns. x vasxa"s -6 x — � � _ _T��'%' —__'_ f ����___ ___� � __ _ � ' ' s"3s rn�xva - v,nax , ti - � � ��� ' wie.� X tl , � 4 � v�axx a.�s � „ �"��• - - b N CCD #24 23APR08 4 b z- ' _ '_'_'_'_'_' _'_'_'_'_' '_' '_ '_' 3T-IP) ' '_' ' _' ' � F ' � 3TJL7' _' ' F '__ '__ ' _'_' � ID ' _'_ ' F' I! N 1M8x39 � � Bx 1D 6' WI8x35 I �o � !T-fl'1 � __'__�'___'—__'—'�_�__' ' ' __ '�pg Y � - Wibx'JS Wl�x F D 0 � t'— t ' 4�4 q s Wltxt9 x x 3T- 6x76 � T _ _ I __ 7 � xY �'O ■ ; � v iJ — _ _ N q 03T 19 �O 6 v s1/ 1'129i Y� NA6x?b d3T-li') _ _ '—X 3�+e6� ' � ~ '—_—' � - ' 1YI8az95 ' T-II'1 _ ' ' _—'—_—'—_—'-- b CC� �GU 07MAY08 x� Mn6xs6 Nn —.---' �---- t—' p �'+ _ � _ � _J1;riiaoT*u W18x% � • � . � � � _ _ 03T-II') bx� YYI6x26 - �o ' WI6x?b . - , _ b�r-n . O�r-u9 djr-n7 ' ' ' - o� ' ' nn71� _ 'O _ 0 1r�1 Oarifl _ � _ _� $ t�ao-o�rN � - Mnax55 _ v��� _ _ ;� �J tr ' --------------- - -------- -- -�a■�, --- — -- n wia■� -- w - - -- wi3x --- � „--- --- w r i io i p i r io t n i w.� --- - --- - ! - --- --- - ' -------- -------- -- -- - -- ----------- —�� �6x� � ,� x � Y �� � p CCD #27 15MAY08 Q � �� � x wis■ � u i '� xx I�LRF W18x Lbxbx YA6x7b � t� � � 6 x2T TtiBER • � �3g_q• YN6x46 � v WI8x�3 � WI6x+b �0 F �- WI6x3S � � � � t 2 � h n � � �i � �LI� � d3T-11'1 � 10 � � � � WI8x�3 1 BEj6,BER'�'�ygd• - F65YOx8x t t 1 � � (l3T'119 � + '_'_' —'_ , —'—'t ' '—'—' __—'_'_' 7�. • � � x z �e . TIbBER k �GA�CH IDG 6x26 �O 9 10 , Y� 1 r. g'� o ti � I � i�san roR cq �naES� � y CCD #32 18JUN08 'P � � x � Lbx6x � BEAM TO BEAM TAH . 1!K ' � lT-11'1 x � Y L6x4x� i�' / � h � � � �,�x ,� �aa-a• srore coNrecriav 14 T.a r�.eere �xr• o n u� srore '" Nns.� Nna.as Nnax �Bx ,�,� �� ,`�6 I I �Bx� ��%� �� � � � CCD #38 25JUN08 Qg - , , , 2 1 17-9' 16-10' i 6-1 67a'�-` ■ RF� 6/6606 � � F .p �v � ANGI.G ■ I � � ---- -- '- -- ----- -------- -- ' -- - - - ' - '� �''�� - - h '_' � ' -_- _- _� _ � , �L.IEF���J..� b L�IM J..� LLV '—'_ ' � ' _ '_ ' _'�' _ '_' _'_' _ ������'__ _ _��� '���_ _—___—____ '�'___'_ Q , _ -- - --- - - - - - wiax � -- , v�ne.eo v�ns " wiex� w�a - - ------- - --- - ------------- 28AUG08 - - ------ - - x - - - - - - - - - - - - - - - - -- — ,,,., - - - - � � � � � � k � � � � Nne.0 � � � Q - - - - --�--- �--'- -- -- - on� i�+a� � �' . X o� _ � . __� O h � � ■ 2 '� 11 tl3T'1�7 � NA6xl5 O WI8x96 e WI xD5 (13T-I1� - x � 6 GDffi. � - o � � s� � ° x � � ° X Q w�,g � � ;�e � TOV UPDATE SET 10SEP08 F' � �t�-4• � � � xo � A � " I� � � ,� � � I e � � � �'' � � � � � � � � � x i b i b i i i � � x ■ n 'P � tr 'D � F � b b 138�4• o i0 - � 4 � � _ � _ _ WIBx93 _ WI8x99 WI 95 - 'S D2 � � _ � , � _ � � _ � _ _ � � - I 2 WIBx '� � IAt � �8x� '_'__ _'___ __'___'_ _'_ ' _ _____________ 6x?b 6 3-T 6 26' ' . '-11' 6 3'-T 6' ��f•�- _ � � _ � � � � _ � � _ � _ � � � 13T-119 � , � � T�� �., � 6� . � '—'� Q �p REGIS tl � T.QS. • 13T-O' 10 !� ynBx60 0 • � a �8x � i '� T.0. TF6ER • I - � ' TIIfix26__—'_'_' '_'—'_' _'_ _' '_'—___—'_'_' ¢ Q�� ��•�Y••�TF9 � � x � rna■ x � wis�as � � I � � i � � � i i � i i � 6' 4"� i�-r �-io5' � „ i�.�.� bar-u9 i � � '° �' ': s - - - - - - _ ,,.,,,.-- - - - - - - - - - - - - - - - - �,� Fo ?�. MD Flt44VJG � WI6x?6 -�e—_ _ _ _ _�- _ - _ _ - YA6zTb _ _ _ - � � � s v:�� • � ��� � . h �AFI�R � -t IC-0' • 6' I � § (137-I1� � � W18x yy18xJ5 NA8x35 037-Ifl 10 i0 •i f W18 35 138-4' x ' WI6x26 -- -----_'_---- ---_'_--- �' � WI8 36 fl3T-09 ' x 7� � ' •/�� � � � � i � 138-4• � � � � � � � � i � � � I � � � �o � � 2 � r � � Fi i •\�CI X % � N m � • : �+� ti 6x� 6 3-T ' j�: O x F x � � 'S� 8,'1-T 6' , Bx W18x% � MA� F � �� i \� � 13T'117 � h 7 - . � � � h • • in yN 2y n ' � x 8 x� P3r�I 7 I � o o � � 0 •.... .••f�C? � , SSION ��- ` ac�_ f0-�iS � � � � � �O � x ♦ ' � ' � - � Yi1dx�J0 � � M 6 � w� x!9 - ' � - � � � � � � � � t � � � � 1 � � - '-------- '-------'—' '-----' --- -- ----------'—' �rTCF�II�l � . . . . . . � . ' � . ' � � . . . . . � . . � . . . . � . . . . —r-- - - - - - - - - - - - - - - - - - - - - q �- - � - - � - - � � - - , MATCFi.� 62.26 wia■ae Nn :iw q n3r-n� 6: �1� ' 'S ' 't � �o � car�cr I �,� Nns=3s tl3T-111 Re, iVse� �x� vna■za 138•_�• v � u 138J' f137-119 y � � � � �� � �(j$x8x �3�j � � � � 1 � � 1 i f � 1 1 t 1 1 1 1 1 1 1 1 1 1 1 i 1 I 1 SM x� � WIBz! '� � � R � YI 8�95 t �e, Q 6 4 -5 Y ,i� S-R6 AT SLAD � � WI6x?b � ° AAID-OCP7H ---- ----- --- ----------- � _ 0, � par-n7 _ wie. � � _ �' � s� � � U � F � _� � � � � � U � _ � � _ _ ' _ iA CK _ � _ � � � _ � � _ � _ � � _ � i � _ � � � � � � � � � t � 9-�'6 6LAB ,. _ � ' ' ' ' ' ' ' ' _ ' ' ' ' ' ' ' ' ' V - M : b ' _—_ _ —6 4 � ' - — "{� YY16xlS ; � j� �O if. i � 138'-�' � Y VJI8x36 v °�z � o � � � � e i � � � � � � � � � � � i i � � � � � b vb � � � - � Yi ax+.1� � - � - � ���_� � - � � - � - � � � 6xTb � � _ � � _ � � .. � _ � _ � _ � _ � � � v 3T-117 � F � � � --'— ' _-_'- - - - ------- ---- -- --'- - --- 1 6-3 gz33 6 � 3. 6TAIR !'RAMING � AnD LMDING i 1 x� s� 5 � S � � 6TAA2 9�PLIGR � APD ARC4L 1 I 1 i I 1 1 1 ! i I 1 1 1 1 1 i 1 1 1 i`�8-4• p �� '^ � �r - B � � = � � � ■ Y � � 6' �� 6 14'" 8'i95 ^ � 4 Y ' I � ry - �e. q � U N x 1'i�'1 � nO -3 1 1 t 1 1 i i I 1 I 1 1 1 1 1 I t i 1 1 1 1 � � �WIbx26 �D2 I � 19Tii') �D 6 RE� ELEVATOR � x xbx tl x x � w� � ELEVATIONf' � w -------- - - -- ---- - - ---- -- _---- -- -- s X _ � � .� , - - - - - --t-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � . � � --� w .0 � 1 1 1 � i �Bx�Y � 1 I , t 1 { 1 1 1 ! 1 1 ! 1 1 1 1 k 1 1 1 W � � 1 1 2 I I } t x � �' x � a 6x76 I o � A m I � , � � _ � � � � � � A n � � > a _ T-019 WI8z76 WI x!S � � � � � ��_ � � ' ■ ] � 1 1 1 ( NA8x35 in � 14/6b.i � MI 66OEPiN � � ; 1 t 1 1 1 1 1 _ - � _ � _ � _ _ � _ _ � ! - � - - �_ _ � _ � _ _ � � _ _ x � �/ , � � s�, , Q � z � ' I . � � wiexso° � wie M ' c � � W � � Q � R N � � � i � � x � x m I 7yp a � a m I � b• �c'�E � � ■ � � � � � e � � � � � � � � � � � � � o 0 � — o0 j � �; � . � . .� � � s.� w��e�x� � � i6' � 4�1i 6 i f��1i � 6'01ri E'I -4�1i• ` Z�� 6 � , � Q / z x26 � � � � T_11') - � � � _�_ i � � � � t � _ � _ 1 - t � ' , � � ' ' ' � ' _ �/ ------ -------- --------- - -- ----- ---- --�- �' e■ ve ao x �' � � � � � � a � � Y - - - - - - ' ' - - - - - - - - - - - - - - - - r LL p �' 9 m X r- 4 x � - - - - - - - 'O �� `O va - - . a � � J O � ------------ - ----------- -- � ----- � ----� --a-- xaa a . � � � � � � � � � � � � � � � � � � � i i � � i � �• �i16 x?b � I t�lT-119 i �� -; �Kx � Y 9 20 � ZO 9 � � O � � Q � � O O F - , � � � V � , . . , , �. � , , , , � , , , � , � , , , , , , , , , . . . , , , , , , - _ - - - - _ i ml � � � - � - - - - - ' - - - - - - - - I � I I __*_" - - - - - - - - - - - - - - - - - - - - - - - z Q � � LI.! � , , . , , _ �, , , � i , � , � , , � , , , , , , , , , , , . , , , , , , , , , i i i i i � Q . - i i i i i � � d. � � � � Q . . � i i . i , i , , i , , . � , E , , , , , � , , , , . , , , , , , � i i i i i � i i i i i � I J o O „ , . . ; ; . , , , , , ; , , . , , . , , � , , . , , . , , . . , . �. CaL1.f�i' S-T '71S � 6'-8' � 15 4' ' S�l , IS-T � 1-11' 40'3 ' 3pr-29� � GRID TO GRID 6-7 10'"9' T-ll$ti 184 R'7�(i 6-0' S-S 10-4' 9 -43"i M-Ofi 2T�5�(i B'10� 1B'-3� 2�'-4r 734 18'-lUb 5�4 13'-Yf6 13-NS 5��.fi 9'"10' 14-I' 14-1?� 23''1C 16-B�i 19'C�F 15'3�fi T-4' OMERe1 � 41B-2 4'1Yi � Z S 4 6 6 7 8 9 O � 4 4 �4 � d b � � �i 90 a 4Z �3 94 1d �6 9 m __ " F � � . _ _ rn.,�. ..^. � � y- � , 7 - � " u` _ ' ._E 9 ' 3 ' , , �� 4 ( (� � r � � a3 ; � 4 �' F^ `� ^a l� . : � � � � F ` � + � � � ��4 C__ �_...J.� y _ ,,. � � -. - ' ' - � E d � v � rn � 0 � � 3 LEVEL 4 PLAN .� � � N � � LEVEL 4 PLAN y6�=, �-o� � � � � NOTES� � � 1 SEE ENLARGED PLAN SNEETS 5226 TNRU S2.26 FOR APPLICABLE PLAN NOTES. o , PLOTTED MAR � w ��'„ CHK'D BY JRB �- ¢ � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS _ 0 2 3 4 SHEETNUMBER J Q � LL � � " ,� 5 ■ � D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 N � O � v N LL . � 2 3 4 � 6 � d 9 �D � I2 D µ 0 � �l d q � a � Z3 �4 46 �6 2'� � av�a.� ais•-r � a GRm TD GRD 6-2' IC-3' T'1V(i IB-4 11''79(i 6-U' B�!' 10-1' 41 '43; 19'-I!j 2T-b� �'-1p3fi 1C''31G 24'� 27i1�j i�YIK 6'-0�' 1S'"73(i 1Y-N�' 6-6?� y'-10' 14-1' 19''I?� 23'-W 16-dfi IY-0� 17'9�' T-I GRID TO GRD � : � � � e � � , , , , , , , , � , � � , , , , , , . � , , , , , , , , , � o u � O i�n � � � � � � � 4 -0' 9'-0' 3'-0' � . A �. � � � _ ' AP dC I DK 1 BK � � � � ' � 'j _ � � _ � ' � � _ � ' .. � ' � _ .. � � _ � � � � y� � � � � � � y i � '� W ■ � � � � BG _ _ ' '� '�� A 1� � °, ' ' ' ' , ' ' ' ' ' ' ' ' ' ' Archit ts p � 16141 6-6' 6�' 6-0' Y-63{� 6'-9' Bi' 6-0' � _ p iV BI h _ 7'n� �1.1 OK X X X X � � g(p 6 5 T 5 gp S T I6 IS (gG � .T �, � , ;� BL BL gC BLT � BL BL BL � I � � � i � � � -4' 3'�4�d i p M BJ BJ 81 BM BM -d' Tiy ?) {��,9�I i � 1 i 'O�li 7� � _ a� , i i i i i i � gR+iBKr�-1` Y B-Q -d' v IBB IBB I � BG S S � �6 i6 �� 8-7 6'-d' '9' -09j / ' ► � S '6 $p T h. b - 1 1 ' � 3'-O" 9'-0' 3'-0r 6-IUF 6 T k. � p � 1611� I i � I W � � � � S itl5'1 70 �U2') �112') � � BK BK i � 1 in , ' 1BG 1 .1'-69(i 1 1 t i T T T / `T �tr '�r k• B� O t 1 ' I I a . . . - , . ' � � � � p � � � r-.. � ti a-ar� r-, rs N 6-O" i 4'-6' I ' i h ?4 � W ;P�'--' +�"q� " 1tiq�j� ? � B � � � - 1� � � ` 'BM 'BM gc ' � Ige I9M IBM IBJ BAA BJ 81 � ' '9M 'BAA gG W �0 1W v �W �W � �_ :, � � � � v � � ' . • +�:, � 6 S 6 S T T _ 1pc� 8/ 6 tr _ _ _ - _ � . 5 li. b'. � �_ _ T-6' '6 � f ?�6' 7-6' -6' -b' al T S _ � � � _ �^ in �BG i6 � ' S 6 BG T �Bt �8B 78B �BB �BB BB b' k ri 3r �L A�,�� I I �I � � - I I I ' I I ( I I � i 'z.� ' 'x� � V!!` _ 1� -d' -6' _ T T-6. 6._� f�BTf� � gG � i-9� � 1 -S� 7 7 1 "-0�' „- � � AZ S33fi ► T. � ' y,�/ . �^ 0 � � � � �A157 � � I I ( � r' c':: M � � � � � � � � �d"!-0' -6' -6 -d' 6'sl� 6'C 7n �b` �" YI t ", i 3 a ! 1 'i�'.f„ � I ¢ �G � g i � • � � � � � �4 � � � � I W p � � � � W � �w w w It .. �E �_ � I � I ti4 �' � 6� � h Y � h � SIC , pC . T X f iX �T � iT 'W i �T y� X 6 W 6 X ' T � � T �V �X �5 �6 i6 �X �T � -4 � T iAY ` !1C t Y � T 8Q `„ 6 6 � � S � p � � �W iT � X B� W� , � b. . s� � � � b � � � �� �bn� ,ei b � � I - ° °- - - f � b / , X� ,� � � � e� a. � � � e� e� n4�� a ny e� v�� 04�� � e� e�. �� �w �w � 0 � w � �w �w � ;> � . ., � � r-x . „ -�. T- p ' T T � ^ � , " / , � / , T./p • a e.. 2301 BLAKE ST STE #100 a 2�d 7-8 -8 "�15 7-6' 7i T-6 a ., i W BG i 6 6 ➢ "6 S T 6 . . b. a � � � BL i i i i � � � i i DN � r . A'^6' 9n.d` - 'P T N h I I I I ( N � ' � � � � � T a' 1 -4�i Y T 7-G , ,:, � t ,.: � s � 1 � >. ' � . � -a• �sv -a z-a� � snh - � � � oax _ , � , � � �' , � � � � +•-nK -S, � � ; - f, � � � � � � � " - -s' �2'�i 8-0' 9-0' Y-0' 9� " -e`�'-�s5 �' t ] pc / r , x , � ► � DENVER, COLORADO 80205 I , , =w� �, � � � � ( 4 �? �o -r r ea " e , w ,e,z , T s w w w % , / r, b ` b T/ 303 861 8555 F.303 861 3027 N I I I I i I I I d N I I I -6 'l-6 -6 -G !� 6 W W W W �C �C f - Y '; iT � .. �V �Y Y T X 6 W S T�n T X 5 W 5 X � �T IT 'W ig�. IW IW IT TE X • 5 5 5 • X 1 ( ) ' � I i i� 'S ' , 5 ' ' I' p w � : e w� z-e• � d x . , T , , '" T � � � � � = 6 � • 6 � T ''. 0225 MAIN STREET UNIT C101 �BM ,eMf g� �� p� Bl.l Bl.l BJ BJ B1A � BI � � � �BM �BAA �gG �yy ��y� �s C -6 i 7-T W W � � � �� 6 � � � T i � W 6 W 5 T � T X ' X � T i i i 5 6G p t / 8 / / 6� � . i k � C � � � _ � � � � � i � 6 W -6' -6 � � _ T T N ' N p i � i � i N ��' W �'� � _ L ' X�__ X _ _ •Q T i T _ __ T i i i i � % S � _ p A X 2T. _ � _ C � � I 'P � ������� 4� � 6�� I � � I W -'P I I I Igp IW W IS .�5 W W BC W W X X ■ W W U X X Z��' � IT IX IS �W 5 �T IT X 3 W 5 X F T T g�. T � X 5 5 5 �T �T �6 �W �6 IT �T �W W T 5 W 8 T T � ' S W 5 ' pZ � � 5 W W W .-0.b,P X� 5 ' � �� 5 � ,5 � R 9' X � EDWARDS , COLORADO 81632 s� �e�. �e�. �� � �ei., �e� �n' n�a't,� le� I la°ih� e�. e� � ' � ' � ' ' B' ' T!"_ `—" --- � ° --- W -- � X � T � T � s , "' � � T 6/ s � X � ' 9 7 0 9 2 6 8 9 6 0 F 9 7 0 9 2 6 8 9 6 1 � � BE BE � ' � � � f� i � i� i7� i _ i hy, ifv� i � i � i � i p ' 4d h i � i __ � � I � 6 i / � i t T i � � � i � � DG � ♦ i b 6 i i � s-J v __— p w x x '� � � � � � � r . , s Y Y I I I , Y I ( I I I I I T T h _ ___ p '__—_ � I I I p i i i � i p _' y__ �-� I I I I I ' I � �' T � �'�' �'— I I ' I I � � 6 S f�: T 1u � 6 Ai' / � i i � I I I I � 16&7 � I I ' ' i � i I I I I � iZ'ai i i i ''0 6 �^ i t i i i i i � i � I I I � I _—' __ '—_—' _ �_� A 9 I � � �-_ _— 5 � . 6 ai �° A, Wi �p '3 I I I I p} I I p� I ' I �BC' W �W 6 O6 S W W BG BCi �W �W � % X W W U X X � 'P 'BD T 6 W 6 T T T T � � h -0' 7 i i � � i � i ir � I I I ' I � T i Q 'J� '6 � �' Y g(�, T iT iT iT �W �6 T T 6 W 6 T T � � � � � i i i i i i � yi n � S W 6 � A 2 S p S 6 W W „�, Y � � W w' `` � � . . -.. n W i �eM 'eAA 'BI.� 9.1 eAA eJ eM elA a� Y � �BM �BM � � � ' s � r � � � � ; I I � I � . i I -0 � 7 t r Y � '3 ' Yw. N' A _ s, p � . � ' ' � � � � � J1�L , � � � � i i i � i i ` � �' � � ' ' '_ i i � � i 6 AY 6 � �6 � . . ` � %� [�' - - ` � � � , ' � ' Os1 � � � � ' � � v � � � " . .,,� ,. � � � - � � � � - , - - W�—f—r- � , , - , � - - - - ' - Az� �s w ,� ' � �' - . ,,,,,,,,.. .- — , - - - D ' I I ( I I BG �N N� B W M� W W M X X y W W U X X - �X i5 iW �5 �5 �X T T pr� T �X �S �S �W i6 �X , q� ' T 6 W 6 T T � � 5 W 5 � p,Z py W W W . • � X � I I i 'P � � i � 6'O I3'O 3'-O' '-O'I 9' 3'-10' 6'-0' � _ in 7n . I I I I � �' r���� T .� T . . � . ,� i � N A T T 5 AY S T � 6 � �� �• i � r � i i i B.i � 5 I i � i � � i 6 . . b le� lat. �� I le� ,� le.i I � ei � � � I I I � ' I I I N I I I I I I I .l. l l .L l 1 6�^� ��Uf e-o' i � i i i i I r - � T —1�--I-- -- i � � i i �i � � x F - gg � g� �tl4Y, BL itl4Ys7 I6L �BL � iL Itl41!') I I T 5 W 5 T T T T T T T S W 6 T � i i i �P i � �- BL i i i � � � i i i � i � L � � � �BG �W �W 'E,� W W 9G y� �W �W � X X y W W U X X 5 - � _ � i i � i � i 4 - . s 4 t ' "' �•7-aaz-eaz � ' -a '3'-�Ni Y g r, . X/ JS � a T 6 W 6 T T y� 1 6 W I 5 � $ p,Z I I � 6 5 // 7 b e�, �. � _ _ � � i i � � _ � � � _ � � _-�--�--�—► � � ' � _ �'R 1 I � � � � � ' ,. _ _ ' T T S A W i W T � ' ' � X ' � � � I � N 6'-0' 34 6-0r 3'-0' -0' 3'� I I I � I I I Y-6 -6 2-6 -6 9'-iY'i -6 -6' -6 !'�d . 4 � N� I I I I h7, 9'O 3'-6' 4 � � � _1_ � � � T i i � i � i � i T p� T . � 6. / X � - � E. B�t, 1 1 1 1 1 I 1 1 I I 1 1 1 I 1 1 I 1 ` � 1 1 1 I I 6 � � i0 - - _ - _ IBM I�d ge I '^ �BJ 'BM '6J iBAA � �61 B6 _ 5 iW W �6 _ _ iW iW i X X y W W U X X � _ _ t BG W T T �BG T � W BG _ _ T S W 6 TT � S W 51 5 ' W I 6 W I W IAYI � T X AY , p � Y� � 6� o � � � � '�' M ' �-2 '�1CJ1 6C _ --' � � ��9�'i � � � � � q 9Yt') X h , • , ' 4''U(1� 2 -6 -6 -6' �' -6 9'.6' 3' 7fi -6 9'-0' 7-6' 7-6 3'C -6 -6 7i -n '� -0�?-6 -6� � �• y� _ /a ' ' ' ' � 4 -3Ni '4 i89 � —' � T-4 -3' �d -0' � -�1-6' 3'2-4 �1(' - I I I I I I p 7C -B�i 2 �F 2 ' . ' ' . . o IBM IBId pC IBM BAA B.! • � �� 2�(°• � h G I91fi') N � � � Yr I9Xay h 1 1 1 9'-0�'� j-6(i �, 1 1 t3'-0r Z�d' ?-0• C � �a-r �' -4 6-0' 'P AY • Qk. d. 1 1 � = � � � _ - - tlBi 08 n8 (IBi �08 �(IB7 � tl69 tl87 :T,� 6 W � T 5 W 6 X T X 6 6 5 X �BDN i6 �p � �S �U i8p � rr S � _ - �pp �W ' T T �pG T ' � 7-0' -6 2-6' -6' -6' S-O 5��+ s ? � U 6 � p 5 U Bp T qy 5 5 6 X W U ,p,Z 6 6 T AY T ' p p�' � h BL BJ ' B� � "4 -0' 3C 3'-O' 9-0' 3'-0' T i � � � � '�' � T 6 W py T i �1914 _ i AY 6 6 6 6 T q 'P 1 ' 1 ,r p i i i T 1 ' ' � � � � - � Q �! it'�3' ' 2 T 9'-0' 18 fl87 097 87 � � � � � i � � � � • n I I G ? �6 �W i6 iX �T 'n (X I6 I6 IS IX I� T 6 S 6 S T �'�'f W W 6 -0' 7-6 -6 -6 � -6' -9' 8i' _ h I I I I I9j'i7 N � f� � M T I I I � I I I I I I I I I I I � � � y�'r T � � BL 3'O' 3C 6-0' 8-8• � � �• n � •7n � • W 4 7 7 7 4 Y � � � � � A'� i i � � T p 6 6 5 qy S T 6 6 �py� S � 6 � A 6 6 6 6 6 X X W U 5 6 Y� i8R iBAI � iBf iB.I ' 1 � A `q � � � � i i � i � � � � � . be') b pa9 'P ,eu ,s.i ,s ,w z-a -a• -b -e � _ y � � � � � � - _ � i i � i � � i 'P _ T 8 W AY T _ _ � � � � - BD � i � i _ � -IiL 2-6 2�6 ' 23' 23' Z-8' -6' -6' Y _ � � � _ � _ � _ d i i � i i � �o i i i i i i i i x I I I ' I i i i i � AZ BG �. � � 5 6 5 5 1 � AY S 8 S 6 T i i i � � � 'P 7� � T iX � W � W i6 i6 � T � T 6 W 6 i i i i � � ' I.1 'P X T X 5 6 6 X T 6 6 6 6 T T � , G W W 6 -4 Qey pgy yi A In X 6 6 AY 8 6 X W W 6 6 � X � W � 6 i W � 6 � �! in � 'Y ' � i O i '�'--t i i °� 6 6'-4' 3�' -6. t r u c t u r a I � N N 'Q � � � � � ~ T � I I I � I A 'P � -D -6 � � -6 - IT � i i � � � IT (6 IW IAY I IT p T T T T � T T T T � T I I I � I BDI I I � T I I I I I ' If, T �' z� 'P �� � �'m'@' � _T i � i � i � i i � t � � . '4 � � � . :.. � ,:,,. _ . 'p - � __ i '� A i i i iAY i '� 5 'q ' S � 6 ' 3 W W W 5 6 W g %0 1 7-0� T T 5 S 6 p � i A � 7� -- a py5 5 5 5 T 5 5 5 5 X � S � � � Y Consultants W W W w w X W w T w 5 r n � � I I � � � o p � X w � � � � BG � � T 5 W 3 X T _ X 5 5 5 h( T 5 5 5 5 T T W W 5 . r � �° � i � � i � i � i � � � 'Tce1 3'-TIYi �Zir � i i � � � i i � 6 i i i i i i A q � � 1 S - t _ J�Yp ' i ' � 7 � � W i i � � � T -6' i -d' .d' e9 Fi N p I I I I p I I I � _—' ' ' I I I I I I T i i � � i i * z6 6 � T 9'-0' 3'-b' ....... ,....,.._- Yv � '� � 9'-6'�3-G} ; ... . {7 � • 3'-r 2-6 2-B T 3' i i � i i i � � � T _ 6 W � ��y,r� 91` .P �O � ,P 'N� �W �W iW iW i8G �W �W iW iW W IW IW i2 T 6 W 6 X T �. IX I6 I6 I6 IX IY �T X �6 �6 �A �X X 8 6 W Y � � � "" " ._. I I I I � �o T I I I T I 'P I I I I I I N BO Y—• � I i S I S � T i �� I 2-9 Fi � a �� X AP AP AP ' AP � i4P AP . Bp,�.. AP AP AP AP �:' AP , iT AY �5 �W �6 �T T 6 6 AY 6 y� 6 W W W 6 X T X W W 6 8 Q � 6 W W 6 , I n c o r p o r v t e d �i• ' � ________ tl -0' 7-b -6 7i �- � T � i i i 6 W W 6 6 • p i i � � p i � i p --i � 'Q A � � i 1 1 J � . V � � � i i i � . i a � � t f � ° T � -6' -6' 3 � T 5 ' �,+t i y � � -� -� -� -� � r � � � j1 t` }, ' ` F, � �^ � � � � � � I I I I I I � � � � � . S � � � � 3400 E. Ba aud Avenue 300 I � I I I I N I I I '_' H �_______ l � W W X S 6 5 X py I T ' X S 6 C X 5 6 W Y X j'-0' �''� ' . 's ,:, ( � . � -: :... � 1 1 � Y � ,;,. �'� 1 1 7 � � 6 � 6 � W � W � W � � 6 W 6 W 5 � � � 1 1 1 1 � � � _ h I I � � i I -, -:. . ' � a'� �' �' p I I I � I I I p A S 6 h }� � Y # � � 7 I Y I I I � p � •�� nP ` � AP' AP AP �- AP AP � ",. 4P �� N� r d � i � i � � j : ; • � I I I I I p � 6 W W 6 6 � 5 � . ! t P _ ! t l' J d , i ' Fl e_ .; 3 1 � � � I 1 1 1 BLd 9d � T iX i W � W i6 i6 � � � ' � ' ne � w w w � � � b � � � � � ' Donvor, Colorodo 80200 �� '� � �B � . . , . '�-'- "'�'�1 '�—'— '�T x �e �6' � � '��" ' ' ' ' - • - Y --�-- -�—�—�—�-- l —}�—�—}�6 - - � - - - � (303) 399- 5154, FAX r303) 333- 9501 � � � � � � , , , , , � ``�'- °" ' � � , , � � p 4 L�„�,_( � � u T Emad InfoC�sci- denver com T 6'C 2i N i' ' -6 6'-0' � t � 6"IO.S -3 �3� -6 -6 � � � I I � 51 � � � � t ' �� 1 i I i � i i � i i i i 5'.y4 .Y�e \ K w w � i T� � � { . ..�. -.. � ...,. _ � - • - ' 3� ■ � ; � � � � a -s• -a- - - � � � � � � 2 �1 .. _ � _ Y� 'C. f.....�.....f..R .�a �o t -� I I 1 �y .. � i i i i -O' 4^i' 4'�d i3'-0'�7 � '-r"" 4'�2W'�D'-0'� � 4`-8' i-6 �9`-tY� , - � - . .. - _ _ - K w w � ,w ,w ,x ,w � , , , �'" � b i i � 5 r-e -a z-b -� p r� r-a• � - , SCI Job Number 04- 187 � r - - iv � � � i i i � 4 � 2-6' � m � � � i � i i i i T ti � i � i i i � � � 3-0' -6 S-8' �' �' 'P b � p T-8' 7�' 3'-I' -6 ?-6' 3' � T T 4-6 2-6' � � I _ T 8 AY S 5 % X 5 S W Y T AP AP AP AP AP Bp AP JW = AP>" AP AP -T N y� T � � � � � � T Fn in 6 � 7� �' � °i 6 5 AY A A � � � -0' i -0'i3-0' I I � �' Y T 6 5 5 5 qY � I I I I I � ' � J J � J J J M I I I I I `� � � � � � � �a � ` ' I p I I I I I ( Y I I I I I � _�1�h _ � ISSUE/REVISION DATE NO. � � � Y .� J � I I � I I I ¢ �• re r-a z-e- z-a z� � � � � � p �- � a -6 -9 3- -s• , -ri. I I 1 s r. ' x i i i � � 6 Y � � I I I � ?-6 i -6 �• -6• 7-T �' ' - Y Y IW IW IW , � � AY 7� - T � i i i � p � � � t. � AP OP OP � AP AP AP AP AP � AP AP AP T AY 6 W 6 T , � � � � � � x 6 6 6 6 6 Th AY 6 W W 6 6 6 � 6� 6 ' i iW 'W iW �W �W �W iW i s �W �W h � I I I � �b X 6 6 6 X ,p p 3'-0' 2-6 -0 ?-6 -6 h � ._�. , . ' . �"�'�� � p r I I ' I I I p - L � .. � � � - r _____�T�" � ' ��..�E i :- .. � � -F—�-- — �' 4 7-6' -6' �' , i T � 6 ' s i W W ' x N i X i 6 i s � 6 � i T � � �---- ----� � ' ' p � —r - q T ` � I 5 • 5 • 5 M � � i i + t r„ 1 � ' 1 1 - [ r 1 = t � i � i i i � � � � � i � i � � � � � � _ � �� ^,�,-!^� ?j" > a ' t t � ( iAY 5 5 r _ , , , , , , , , , , , � � CCD #26 07MAY08 g ta 5 S N ' � A ¢ - - t � �.j� I� I . ':. 1 � . 1 = . ( • k � •: � 6 5 • 'o i i i i i i T � I 8 I 8 I 8 I 8 ' 8 5 8 W W 6 6 � i i 6 - F � � %R i 'P i � ^ Y � � 4 � '4 i i i i i � � �{. � X X � L I S H ' '_'_- M d ,ea ��w ,aa � �' ,. �Lw� � ,r � �dw af� aP "'` �o --- 6 I I I I I I ¢ I I I � I I � � °�` o � M tl _ � � � � h IS N sa - T 5 W W X T � IX I6 I6 IS IX � _ T � � ��� _ in _ I - _ _ q AY ■ � � ia�_i � i i � � i , �� �o AY M i • T 6 6 W W X X 6 5 �o 'Q � �I Y '0 7n AY AY T Y-1 -6 -6 -6' T-6 . AY _ � i i �� �'1-0' rl -4 i i i i � 6 -T'� �G �$6 � , , U AY � - _ 6 - / i h !O � � � � ta-u r�s: s v sv r-o- so- aa --. _ . . _ --- - H 1 � � _ _ _ _ — — — ' ' ' ' 1 ' _ �„� CCD #27 15MAY08 � � W. T i � � � i i 64 7-4 � � i i � ` '��. 'P _5 6!4 � Y __ _ __ _' � Y AY AY AY � § 'F�'�I"P ZN 2 � 2� � � �O t 1 1 5 5 5 , 5 3 5 5 � N t rT is iW �W iX iT 6 tpi IX IS I6 IS IX I � p � s �' � 2� • > .. - },+ ' . v � -E � -6 � -6 ' '—__' — I T I I I I I I I � I I I I � `-0' i' -6' 7i 1-6' -6' �' i i i � � � '� AY N 2� 5 S S S � T � 6 � B � W � W � X X 6 6 8 pY � 'Q CCD #32 18JUN08 Q N � � � � � � �'GryT'G,T'E YC$ � IQ ���� y� y� � � I � � y � .� _�S� _ � � � C ' p i � i ,o Y -G _ _ T-83Y 9'-0TS' T � 9'-V4 S-0' Y 5 5 Y . � _ , ., , qg T T � , i � i � � � � � � � i i i i AY S S 6 � �� � i � � ` N � y� I6 (6 (6 � 1 i8 i6 �6 i6 � 6 -'Y h � N ,� I � Q� Q i � I I I I ( I T N I I I I I I T � � i i i � I � AY : 6 6 W W 5 S 6C � -6 � CCD #38 ZJJUN�C7 Q � � r� Q i � � i � � i i � i i a � � ¢ 5 5 5 � 5 6 5 6 �T 6p T � �6 �g �6 �6 _Y � i I Q ' I AB � I � � ( � I � T � � � i � � T ur p I I I I I I a �' � T 6 W W 6 qy i i i i � � _ „ • -� ' ' -�u 3 3'-0' 3-d� r ' ''�s � � � � � -ru . � , � � , � I I ' � , �' ' IAY I s � 6 � s iqy 6 6 w w s 6 , � CONSTRUCTION DOCUMENTS 08AUG08 p _ _ _ � ' 6 6 6 �j-0�y� p ' � .. � � - .. � � � � _ .. � _ � � � � _ � ..�.�� ��_ ��_ ' � n � i i i i � � � � � � p in �'� T i - i i i i i i i i � � i ^ i �, I I I � W W W W ¢ � � Q I � � � _ '" T-� T-� -� z-� � � TOV UPDATE SET 10SEP08 � �6 �6 �6 � m � i i i � 3'-8�1b � ' , T i6 i i � 5 N i i i i i � W 6 iAYi6 � 6 i6 iAY p T 6 � � t � IQ � - --�- 1 � 3'-0'�2'-6'�2'-6�3''f �T-6'�2-6�3'-7 3'-0'�I7� -6�Y� 2-6 7i 3'-0' 6 W A p i � � • 7 T i � T � 1 1 1 $I �' 7-6 T�' �6 �d Y-�'� t � 1 1 I 1 1 f I 1 � / �o i 7-6 ?-6 -E I ' � � � _ 5 � in gp � � � � � a• m m Q �6 i6 i6 � 5 W W W AY W li • Y� 9Yi7 IAY I S I S I 6 IAY �a 6$' ro � I I ' I � p � � � -o' -6' � ze z-e -6� f eo r�, 1 I I-10' �� 5 5 �6 �W �W �W � , f1 T '—t p 1 i / 1 1 1 1 1 / i , 1 1 �• p T i I 1 1 BC Q _ _ . . . 1 7 5 _ 6 6 �f m _ _ . . _ . _ _ _ _ _ _ _ . . . . -�- � � 1 8 4Y W W 6 ♦ AY AY — .Q Y t 1 I T Z�9Y� I �_ '9�? T-6 6-T _ � � � � � _ _ '��� � � _ � � 6 W W W 6 y 5 6 T � � 4� -a• e• -a ze ze z-s p �7 s e AY 6 W W W 8 T i i i i i i� �^ � iT M1Y � W � W � W � 6 � T in f ~ ��7�5� '��Z'� '�� ��� , �i � � H 1 1 1 1 1 1 1 - 1 I 1 1 • � • v'j � ' �' I ' ' I I I I I p , I I I Ih , � i i i i � f � I � � � � i � � e � o � � i -0' t9'-9' 2-6• 2-6• i• -6• i' p � �-�-�� � i � � � Q _ _ � _ _ o iAY 6 W W W 6 T , ig �W ryy iW 5- y 5 3 T - _ _ _ � � � ' � � � � � � ' ^ � ' I T AY W W W 6 � i i i � � � N 7 ��f_' � � � ' � .. � � " B I I I I I I I N p � I � � � � �AY � W � W � W � � � � , ,_�. _ _ _ _ _ R pO R � , AY s w w w s r � � q 6 s w w s T � � � � � � � e � � � � � � p � T e° � z� z-e -e -� a-s � � � � § o�'��' i� R� Ye/s�F9 G : Q ' 9 s - - - - - i � r a � � � - ze -a -a -a z-e a b - - - - -�-- - - - - - - - - - - - - - - - - - - - - ' - ------- - - - - - - - - - s : �� 9�• a-s• s�c� -s ze na -e 3 z ? - y, � Q -�9'iryrw w � 0 . � AY 6 6 W 6 T 4 � �AY i6 iW iW iW i8 �T 'm I � � _ _LJ� � • • i c � � � i � � � I _ Y S W S T � t � � � � � � � � � � I � � � F , I I ' ' I I I I 8 �� !' BLJ.J_1_ e I � • • � - �4 i i i i � � I I I I � , i � i W i W � W � W i i � � � t • �e'Y �6 1W �W �W �� �T o 6 6 W 5 T p - � � � • • vQ , I � `� , , . , , , '= �'`�F ••. . ..•••G���' r -�- �- - �-T � -�• -�• b ' ' �l� T I �ONAL EN / T - - - - - ' - � 4 � r rt ,� _ ' tl - - - - � � � � � � � � ( 0 � $ i � � i � � � � � � i � � _�_ � � � i � � � T AAA 6227A r s w --�--- - - - - - - - - - - - - - - - - - - - - - - - - - - - + � � � � � � � � � v A� �� W � � � 4 -1' Z 7-6 -6 ?i• � � � � � � � � � � � � � � � � � � I I �6 �6 �W W i6 - � -6 CNC 2-6 -6 -6 6'-6Tf1 -6 i i � i -b �4 -6 �''99i p � , 7 7 � � � �� �z-e•1. � � � � � � � � � i � � t � � E � � � � e i � � � T AY W W 6 'S iTP � I W � 6 6 6 qy W 6 o- i i i i � � y 7�6 2-6 -6 7-6 , I � � � � M T IT IAY IW IW IW� i6 iT T �z�• � � �• x� AY • i i � � � � � � � � � � � t � � � � � i � U - - - - - � 5 , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - u �' i � i i i i � 5 5 W AY ■ b b li Iqy IW IW I I6 � A �' -6 2b 'V� � 1 1 1 �' 1 1 � � i 1 1 1 t 1 1 1 1 t 1 1 1 1 1 t i 1 1 1 1 v � � � � � � � � m � � � � � � � � � � � � � I I I I I I I - ` �. � � � � .. � .. � � � � ' � � � � � � � � � � � V � �r re �w �w �w �s__ Ir I , � !f� t 1 �T �6 �W �W ��1 is_ � '' ' t t i 1 I ! t 1 1 � 1 1 1 1 t � 1 1 t 1 f i I 1.. �T . �'� Y � N �• 2-0' 2�'IT-6 '!9L � � , 7^ � U ,� ,� ,� . 'P ' � � � ° ir-396 � � . � � i i � � � i � e i � � e � i � � e � � � ■ p T S qy W X T � J ♦ �- p - - - - --f-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w w w - - - - - - 6 z-r -a �e §-a•" , .� ' .. � 1 1 1 �6 �AY� �W ��''� �S AY W � W � k 1 � t � 1 1 t 1 1 1 1 t t 1 1 � t 1 � 1 � Q � S-T �6' 7-6' ?-6' � �7i 7 _ Y Q � � \ � x _ � � � � _ � if+ �AY �W iW �6 �6 Y T AY W W V � � � � � � _ .. � _ � _ � � � � — � � _ -�- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ x � � W in T AY W W S 6 y� Q � i i i i � � Z � � � b �i ' d' 7O 3'-C � � ; e � � � � � � � � � � � � � i � � t Q �- _ T �2-T � -6 �7-6'�7i'� 9'-6' � � � T y X T T T T py X qy T I \ r / � i i i � i i � i i � _ � - � � � p 3 •-T � i r-e -e p � 'A � 4• — --- -- - -- - � � � � � � � � � � � � � � � � � � � � � w w w w u u A �i A w I � � O � �• p O � � � f � J� J L � � i 7-6 -! 7-6 '1 N � � � � �, , � —'— ' — — ' ' '— 1 1 t 1 t i � � � T T T � T � T T /� � � � � � � � � � � � � � � � � � � Y � � � � _ � � Q � � � i � i i �i� i i�� � � � � � ���� � � _ � � � _ � � � � � � � � � � � � ` � � _ � � � � � _ � � � � � � „ , , ,� I I ; Y w � . , , . � , , . , , , , , . . , . , , , , , , , , , . , . J O L.L� . � J � � R•sr -e er -w e• r w•-r r�r j„ O � � . 0 � ' � � � � O , 1 1 1 1 1 1 i 1 1 t I 1 I 1 1 1 1 1 1 i 1 1 1 1 I 1 1 1 1 N � � U � I Z � � � � � � � � � � � ' � � � , � � � � � � �. � � ' � � 'T' - - - - - - - - - - - - - - - - - - - - - - 2 � .. � � � � � I 1 1 F 1 1 1 I 1 � � 1 1 1 1 1 1 1 1 r � Q 1 1 1 1 I 1 1 1 1 i � � � � t� � �/ � I d- > L.L. � � � � � � � � � � � ■ � � � � � � � � � � � � � � � � � � � � � � � � o . _ . . . , . , , . . , . . . , t , , . . , . , , � , , . �, GRID TO GRID S-? 10'"3' T'1U's 18'i' 11''7�4 6'C S3' td'4' 21'-4� H-lk 2T-5�6� 6-103fi 18''�fi 21-w 23'i9�j IB'-Il�i B� 13-Y3{� 13�1(i B-6�i 21 '10' 14i' 14-I�(i 23'-1C 16'B�S 19'-0V'i IB-'�j' T'4' GRID TO GRID a yY � P .. . . .."." ._. `..,/,_.a. �� 418�1 4 'V'i WER4Ll i ` ` _., x.-.. -�: � s s 4 6 6 � a v b � a o r� e �s v e a �o a n sa � �a � zr �s r � ' � . - i � � - � � �> > "� � � f � � J i f , t k � � � p ` , 4 �a. _ .��.�a.c_— u _ _ _ _ � L � c� G Q'$^ YJ ll � � � r � .� LEVEL 4 � PENETRATION PLAN N � N LEVEL 4 PENETRATION PLAN �, � Y,6-=r-o- � � ` NOTES� 0 1 . RE� 51.09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES o � 2 'A' INDIGATES PENETRATION TYPE, RE• 5109 FOR SG4-IEDULE. PLOTTED MAR � w ,.`",, CHK'D BY JRB �- ¢ o.. COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � 0 2 3 4 SHEETNUMBER J Q � LL � � � 5 � ��� D . P .A. PROJECT # 06232 . 00 I � SCI PROJECT # 04- 187 I � a � � �., � � I� � - T - - - i _ � W18x50 i _ �m `t Wi8 in i W18x35 - - i - - i � - MATCHLINE S2.27 5 - -�-- � . . � . . . . . . . . . � . . . . . . . . � � . . � . . � . � . . . . MATCI-ILINE S2.26 W16x26 wtsx � � 9 ;� S_ m � (137'-11 ') 18 x 35 :o �o GONNECTI • Wi8 x 35 RE� 14/S6.1 I � ,� � � 2 � 138'- 4' D2 � � ^ S6.01 � � � i .� HSS8 x g x j � 3'-2Y2 � � � � � � m i � i � � i i \ 1� , x .-. � � � ' � � 5 W18 x 3 �° °� .xo "� in 18x35 3 • • � QrCI 1 � l. l.� � vi ^ x �� 6' 4'-6 3 Q � � 3-#6 AT SLAB � � � W� 6X26 ;o , MID-DEPTN i � t U 37'-11 ') c0 Wt 8 x 35 � N � � � � � I � � uvi 21 K ! � � I U � - - - - - - - - � � - - - - - - O 3-#6 T SLAB ' C � � M I D-D TH �o W18 x 35 � �' 6' 4'-6 �n . 3• 2301 BLAKE ST , STE #100 ' N DENVER, COLORADO 80205 '�,� � � � W� 8 x 35 X ; 303 861 .8555 F 303 861 .3027 � m 138'-4' Q 3 W18 x 35 � ' `� 0225 MAIN STREET . UNIT C101 " � 10 � � � � � ' � , � O S .Ol V � � � EDWARDS , COLORADO 81632 � S6 01 tWS� 8 x 35 36K 970 926 8960 F 970 926 8961 V _ _ _ _ _ - ^ ' , - - - - - - W16 x 26 TYP 6 � � X ' ' ' i. U 37'-11 ') . •v . � - - - - - - - - - - - - - - - - - - - -�- S-3 � � . � , ' ' 8X35 6 6 �; 3'- 4r STAIR FRAMING � ^ . AND LANDING I � 5 m -' RE� STAIR SUPPLIER � � , � � � i W 8 x 35 SI � S5.01 m � �.. � ,� • � AND ARCN i i ; S6.03 , . � ' • ' � . 138 -4 ,o ' ; m v � .� \ g n � �` �p f p � � N �;r 6' 4'-6 6' 14'-35/ 3 8'-13/s r 4'- ' 3'- ' ;• '-O' ' � ._�. 3.0 � � � 5-3 W18 x 119 13 K � �. � ��_ � t '-O' 1• N r H S8 x 8 x Yz i �� 1 '-3' , � �� � i i i iW16x26 fD2 � 1 �-q3�4 ' � � 6�� w � . (137'-i l ') 3 �in �c 6 ` RE� ELEVATOR � `� W1 x 35 HS 6 x 6 x 5j8 i � 55.01 , . � COREWALL � �' x in cn i ELEVATIONS - W18 x 35 W18 x 35 1 11 W - - - _ - - - _ - - _ - - _ - - _ - - - - - 5-3 m ' � ,� � i ' , o •� y3 . . - - - - - - Structural ' Consultants x ' 5 ;� � � � � � � W18x35 `r 1 � � 18x35 8x35 501 � � � � � I n cor ora ted •o , i i 2 i p '� � S6.01 ( 56.01 � . I �� m I 56.01 Q � 3400 E. Bayaud Avenue #300 � } X 1 Denver, Colorado 80209 16 x Z6 � � s ° � u , � °' °O i (�w) �aa- � i o4, r An (�w) JJ3- J�U I x • - - - _ - - _ - - _ - - _ - ' - - - - - (1 7'_ll ') _ W18x76 � � 3.0 Wl x35 � - - - - - Emad InfoC�sci-denvercom m - � - - - SCI Job Number. 04- 187 � W18x35 -m � N14/S61�4 � MID DEPTNLAB , � � � I , � , , ISSUE/REVISION DATE NO. ` � •� N� � I ^ .� \ � a V , 2 - I �. � W18 x 50 I I W� g 5O I S6.01 CD PERMIT SET 01 OCT07 � in � o i m STRUCTURAL CDS 01NOV07 4 Q y � •v 56 Ol N p � � �n �n I p a, I , 6,pp � TOV RESPONSE 12DEC07 � �m O x � x cn cn N ' cn ch i � r i �o cp x � x TYP. ix i x x �p � i � N � I � � � °� � � I � °� I � 6' EDGE TOV RESPONSE 11FE608 Q � �p Wt x 35 Wi x 35 1 � x 35 Wl 35 � 8 x 35 �W18 x 35 � SLAB CCD #24 23APR08 Q i (,• 5' 43/8 6 OYa 9'i 13/8 9 4 6'-03/8 5'- 43/8 CCD #26 07MAY08 � 2�/a 6� 5 a � � V� x g O � CCD #27 15MAY08 Q 16x26 . ' i � � � �� ��,-� � .� I ' � 8 � � CONSTRUCTION DOCUMENTS 08AUG08 - - - - - - - - - - - - - - - - - - - -I-- - m 18x6 Wl 60 x3 Y - - - - - - � � - � � _ _ - - - � N TOV UPDATE SET 10SEP08 m � m � , � � cn i � � � � 8 x 1 '- 4Yz � axo � � - - - - - - - - - - - - - - - - - - - +- - - ^ � 3 W1 . • - 1 O'-4 a - - � � � x 5 � _ 8 35 i i � � W18 x 35 6� v � � A t i i � i i 'v W16 x 26 . 1 8'-4 W16 x 6 Pp0 REG/ST � � i (137'-11 ') �° i i (137'-lh .� �p� .• . F,9 �� v � V�:�,Q��OYg9��FO . � ^ m I 9 20 i � � 20 9 � �o �� � � I 5 6.0 4 S 6.0 1 S6 Oi 5 6.0 1 S 6.0 4 • •� . • t i i i i BEAM EXTEMD�\ i � i � O.N. � i i i i -�9F . : ��, � •. . . .. . TNROUGN G UMN, ' I Q ( COLUMN ST UTS � I S10NA��� 6� - (O - a � Z - - ` - - _ LAND STOP BOVE i - - - - - - � . Q � � � I BEAM � I I - �_-- � Z i i i i i � J O � � ~ � 1 1 I I I I � i � I 1 I 1 1 I O l9 u I I ( I I � i i � i i �O tV I I � I I � i i i i I I I I I I I 1 I 1 I I 1 1 1 Z , I I � I I J I I I ( U , 1 I � I � � I I I I � U � � � � � 0 � � E I I � � � I � � I � � � J � � � � , .__I � COLUMNS 5'-2' '-7Y' 6'-8' 15' 4' 5'-2' 15'-7' 4'-11 ' 40'-5 8 W � GRID TO GRID 5'-2' 10'-3' 7'-11Y8 18'-9' 11 '-73/a 6'-O' 5'-5' 10'-4' 21 '-43/a 19'-lYs 27' > � � � OVERALL � � � Z r � ' 1 2 3 4 5 6 7 8 9 10 p� � � 0 - o � oo � LEVEL 4 ENLARGED PLAN AI�EA I ,g-=, �-o� o Q F- NOTES� � � � � 1 . BOXED NOTES �� INDICATE A TYPICAL GONDITION UNLESS NOTED OTNERWISE. � � O w 2. TOP OF SLAB ELEVATION = 138'-6', UNLE55 NOTED THUS� x� xx-�oc. � J ^ O L.L �. TOF Or 3TCGL DCr+M GLGJF�TIGr� - 730 -1 ' U�JLC�� NOTGD TNUJ• ('ririri -��). � � O 4. PROVIDE 3/a' � x 4 ' H,A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED TNUS [XX] WHICH INDICATES TOTAL � � ^ r , �/ NUMBER OF STUDS. EQUALLY SPACE N A.S. ALONG BEAM UNLESS NOTED OTHERWISE; WNERE NO STUDS ARE �� � v �.�_ INDIGATED PROVIDE 1 STUD PER 2'-O' SPAGING. ^ '� L�L 5. 11NDICATES STEEL DECK TYPE AND DIREGTION OF SPAN (2-SPAN MINIMUM). RE� SHEET Si .00 FOR STEEL � � DECK SCNEDULE � � 6. RE� SNEET S1 .00A FOR STEEL BEAM CONNEGTION SCNEDULE. � a � - 7. ��' INDICATES A MOMENT CONNECTION, RE= 1 , 2, AND 3/56.00. � > � 8. RE� 53.00. 53 Ol , 53.02, S3.03, AND 53 04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY � PRECAST SUPPLIER. r � 9 'SC' INDICATES BOLTED GONNECTION AT STEEL BEAM TO BE SLIP CRITIGAL. J 10 COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MEGNANICAL O DUGTWORK WITH ARCHITECT, MEGNANICAL ENGINEER AND SUPPLIER. � 11 . �� INDIGATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WHERE PARALLEL TO A WALL OR GONCENTRATED AT A PERPENDICULAR CONDITION. 12. RE• SI-IEET S1 .00 FOR LINTEL SCHEDULE AT OPENINGS IN WALLS FOR 4' STONE VENEER. 13 PRECAST SUPPLIER MUST COORDINATE ALL OPENINGS REGIUIRED FOR MECNANIGAL, ELECTRICAL AND v- ° _��' _ T^`T� T� m PLUMBING TRADES. a� � ; ; - - � � - , 14. RE� S1 .01 AND S1 .02 FOR GOORDINATE PLAN AND SCHEDULE FOR COLUMNS NOT LOGATED BY GRID TIE. { ` � 15 Q INDIGATES STEEL GOLUMN, RE• SCNEDULE 51 .04. � � '`° -. '� � �' £ ' , a ,° _ � � � 16 TYPIGAL GOLUMN BASE AND I-ISS POST TO GIRDER DETAILS, RE� S1 .01 . � - 17. UNLESS OTHERWISE NOTED LOCAL DESIGN OF EMBED PLATES OR BEARING PLATES FOR STEEL BEAM " � . frt- � CONNEGTIONS TO PRECAST ELEMENTS ARE TO BE DESIGNED FOR TNE CONNECTION CAPACITIES SNOWN IN TNE --� "--" - � STEEL BEAM CONNECTION SC4-IEDULE S1 .00A, RE� S2.20A SHEETS FOR BEAM REACTIONS AND DRAG FORGES THAT � SUPERCEDE CONNECTION SCHEDULE DATA TO BE USED IN PREGAST ELEMENT GONNEGTION DESIGN. S � 18 RE• ARCN FOR EXTENTS OF STONE RELIEF ANGLE. '�' 19. � INDIGATES CONNECTION TYPE 5-2 WITH 2 VERTIGAL GOLUMNS OF BOLTS. n rn 20 5-'X' REFERS TO CONNECTION TYPE PER SCNEDULE SNOWN ON Si .00A. � 21 . XX.XK INDICATES BEAM REACTIONS ON PRECAST WALL PANELS GREATER TNAN TNOSE SHOWN IN S-2 GONNECTIC LEVEL 4 a, SCHEDULE FOR GONNECTIONS NOT SHOWING A SPEGIFIC LOAD, USE CAPAGITY SHOWN IN S-2 SCHEDULE ENLARGED PLAN � � � AREA # 1 � � N N �i � � � � � � PLOTfED MAR o t � � CHK'D BY JRB w � aCOPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � O 2 3 4 SHEETNUMBER. � J � LL 0 Z - � 1 5 � ° D . P .A. PROJECT # 06232 . 00 � - � SCI PROJECT # 04- 187 a 0 7 � � i T - - - - � _ � .� 1 iAZ T T T i .� _ � A� � - - � - - � -- , < MATCHLINE S2.27A � � . . � . . . . . . . . . � . . . . . .�� : : W : .� . . � . . � . . . . � . . . . MATCNLINE 52.26A V AY s w w 4'-� ' 2'- ' 2'-6• 2�-6 2�-6• ' ` � � , � � � , s , s , w , w , s - � ?� I2'-6' 2'-6' 2'-6' 3'-99's ' � ;N � i i � �I`����'� 2'-6' N ` BB e i � i � i � � "a- T qY W W W S �' S iT.%° , 5 S S qY W 5 • I � � QrCI 1 � ` ls V . � � � � � 2'-6' 2'- ' 2'-6'� 2'-6 2'-6' ,o � � i� T I I I I ( ( 1 -7' 3' . , p � T � AY � W � W � w � S iT :N ` Be ._ • 2 -6' 2 6' 2-6' 2� q _b. � i i i , i � 2 6 � � i i i . Y , U - - - - - - `Q - is —� A - - - - - - -- - ' v �S i5 , _ 2301 BLAKE ST , STE. #100 ' � i i i i i i i� S S W qY � DENVER, COLORADO 80205 303 861 8555 F.303 861 .3027 � m AY S � � T AY w w 1/�1 S T - 7' ' 2'-6'� 2'-6' � '-6' �2'-6'� -9' � _ 0225 MAIN STREET . UNIT C101 � � � . 55�6 ' � � p � � � EDWARDS , COLORADO 81632 � M 970 926 8960 F 970 926 8961 �/ - - - - - - - - - � - - - - - - I I I I I I I ' f � iT � 5 � W � W � W � 5 IT ;, •} � ,� . , - � i � T � S � W � w � W � � 5 iT � t i i .' � . ; ^ � � BB 2'-6' 2'-6' 2'-6' 3'-3g/a � " in ' ' � c� 3'-6" � " . `' ' , B � BB � BB � BB ; ' ;� �o , • . � i � � BB 11 '-35/a � � i ry � i i i - - � gg � � ' T S qY W X T ', � � - w - - - - - - � S S W � ' . � �. : � - - - - - Structural � 2�-�- 2�- - 2`-6� Z`-6� 2'-6- a � S _ � C o n s u I t v n t s (V • � Incorporated , � i i � � S ' AY � � W � W � S i AY W W i i i � � ,� �° � ^ 3'-O' 2'-7' 2'- ' 2'-6' 2'-6' 2'-6' a 1� 2'-6' �2'- � S _ � � Y # 3400 E. Ba aud Avenue 300 f� � Denver, Colorado 80209 �p �1 (JOJ� J99- �1 �4, FAn (JOJ) JJJ- 9�01 � S iAY iw iw is iS ` T AY W w V Email Info�sci— denver com x — — — — — — _ — — — — — SCI Job Number 04- 187 . 'cr� T AY W W S S M O � � � � � i f t � � T 2'- ' 2'-6' 2'-61 7'-O' 3'-O' i � � ISSUE/REVISION DATE NO . T � 2'-7' � 2'- ' � 2'-6' �2'-6' �2'-6'� 3'-6' , ''O � - Q � CCD #26 07MAY08 . T Y X T T T T AY X AY T �' CCD #27 15MAY08 Qj X _ � S � � S i i X � i � S , � S 4 ._p � CONSTRUCTION DOCUMENTS 08AUG08 � 6; �O -5' 5'-7' 2'-6' '- '-O' 2�- ' 2'-6' 2'-5' - �o , � � F `� _ X •c�, � � � TOV UPDATE SET 10SEP08 N . 4'-O' W S Y W S W W X U U AY S W � A S W v ,o � � � •i � i� 3'-O' � T i 5 i � — B � — � � �— S — � — '-1 ' 2'-6 '-3 2'-6' 2'-5' 2'-1 ' 3'-O '� � T ,� �� � T T 2'-1 ' T N � � E � � qZ � T T T � T � T T qZ � i i � in � � AZ `� Y - - - - - - - Q i i i i i i � _ i i _ _ _ - - � I I I I � i i i i i i i i i i E � i I I I � I � ( I � I � � i . �p,0� REG S �. � , , . . . . ,� l "' 3'-O' 5'-3' 6'-9' 2'-6' '-O' 2'- ' 2'-6' 4' 3' 5'-3' 3'-O' �,�:;Z, R01' B,y••,�F � � V�;��Q 9� . b- , . o y . . � . . ?N 1 1 : : � : � 1 I I I 1 1 � 1 1 1 A��if` ' . � � � ��.•' Cj�� SIONA��� og-lo -o � � Z - - - - - - - - - - - - - - - - �--- . o oc t9 ' J O � � i i i i � i � i i i 0 � > oc O � Q � N c�i � W i i i i i t � i i i Z � J � U H Q � U 1 I f I I I � E i I � � W � GRID TO GRID 5'-2' 10'-3' 7'-ilYa 18'-9' 11 '-73/a 6'-O' 5'-5' 10'-4' 21 �-43I4 19'-1Ya 27' > � � a OVERALL �7 � � L r � � 1 2 3 4 5 6 7 8 9 10 � OQ _ � o O � oo � o � � LEVEL 4 ENLARGED Q Q � � PENETRATION PLAN AREA 1 �-=, �-o- ,J W O w NOTES� � J � 1 . RE• S2.26 FOR ADDITIONAL PLAN NOTES. O � � , 2. RE� Si .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. (�/'� U � � `�" � � � I W J Q � . d- > � �� � Q y J O � � L� � - � - , �s �. ���� � �, � t - -- - — _ E� � � � 1 � _ c (� �l �,. �' �. �j *� F { x � � V �l �� � � � A � Y F L ^ C � ...... _...._ �..��.. � _ _ ._� — . �. _ _ ..su.e � � c� C Q � t � � � � ° LEVEL 4 ENLARGED � � � ¢ PENETRATION PLAN � Q AREA # 1 ; � N N �� � I � � I O o, PLOTTED MAR o . F- � CHK'D BY JRB w � ¢ COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � a 0 2 3 4 SHEET NUMBER. J � LL 0 � � 5 � � D . � .A. � ROJECT # 06232 . 00 � - � SCI PROJECT # 04- 187 N � O � t� i LL . , I r 1 2 3 4 5 6 7 8 9 10 OVERALL p GRID TO GRID 5'-2' 10'-3' 7'-11Ya 18'-9' � •_y�• 11 '-73/a 6'-O' 5'-5' 10'-4' 21 �- 43I4 19'-lYa 27'-5Ya � � � � �. COLUMNS ' 4 '-8' ' 8'-5Ya 1 '-3 4 7'-11Ya 4'-53/a 3'-4�/a 6Ya 8'-10' 1 '-65/a 4 '-43/a 6'-OYa 2'-8' 3'-15/a 5'-9Ya 5'-3Ya '-9' 3'-2' 2'-3�8 8'-3�/a 4'-8' 6'-1 ' 8'-85/s 2'-03/ ' 8'-4Ya '-35/ ' 16'-5Ya � � h . } } Q p J 8'-1 O 8 8'-1 O 8" 9' 4 2 9'-4 2 8'-9 ' '-9 ' 7'-1 O 2 -1 2 '-7 /a -7 /a 7'-4 /e 7'-4 /a '-4 8 6'-4 � � Q rC 1 1 � l. l.� o[ � U I � , . Wi2x22 �p � �I • SP ICE I 12x22 I I � � ISPLICE -� � W� Zb� 221 � (SLOPES I � ' SLOPES) � ' ' SLOP25 � � � N � � i � RE� 22/ 6.06 � � SLOPES) i •� N I RE• 22/S ,06 i � w12 x 22 (SLOPE'S) W12 22 � O.N. (SLOPE ) , •� � 14 W� 2X22 MC12x45 N N d N c� MCt2x4 N NN NN � • _ S6.04 _ N � i -- c� .- .- N N MC 2 x 45 N N • 56 04 A ^ _ ^ 22,,,,,_ 1 � W12 22 i p 3 x � W12 � 2 � V�12 x 2 � x W12 x 2 � x i W12 x 2 N m m x + i - - - W12 ♦ � 5 � -_. _ 5 _ - W2 x � W2 x 55 •- - - 4 x 5 � W24 x g . - 1� c0 2301 BLAKE ST , STE #100 - - - - - - - - - - - ' DENVER, COLORADO 80205 x 22 W x 2q2 cr� � W14 x 43 � � N 303 861 8555 F.303 861 3027 p• '-4 N r . 15 �, S- � (A � tA � .N � 13 15 M � W12 O � 12 � �p � � ci� �H 13 O ES "' Q � � � 2'-3 S6.04 6 04 x 9 .� � I (SL PES) X 4' CONC E N I 56.04 i -� � � S6.04 � ' W � u1 W 0225 MAIN STREET UNIT C101 � ap x � S612 � 53 07 v 5 WALL T. � 24 x 55 56.04 4 x 55 Q w� x 3 > 2 6 Z EDWARDS, COLORADO 81632 •� � N W12 x 22 I � 2 � 6 � I I Q � WALL A D J J 970 926 8960 F.970 926 8961 � (SLOPESb 6.04 ^ W 2 7 � 8 4 � 56.04 � I � � i W O x � q 2 NANDRA I� i 5 i 51 . • . . � 1 5 2'- ' 2�- 4 = ' 1 � � . S611 RE ARGN. � � - - - - - - - - - - - - - - - - 18 � 4 x 12 TALL p • ' r SPECIAL STU Q S- 4 6,04 � CONCRET 6 S6 04 . � � 6 c � , N � � � M � � � � � � � i SIZE AN ' 7' i i � I i -4i r m - - - ' - - PA£�N6�- -� - - - � - , � - - - - - - - - - - - - - N N - - � � � co � , I RE� 9/56. 2 F�R x W30 x 99 5-4 5 W24 55 W24 x 76 :o � r2 x 2 30x 9� � � 3 3 Q i � � � i � co � I � ADDITIO AL � �o t8 HSS4 x 4 x 3i� ' Wl2 19 p ^ x �n � •-q- � INFORMA ION 3 6. 4 ABOVE •� (SL ES -� : B _ ^ ^ y� � � W30Ix 292 I I I I 30 x1292 9 W24 x 55 5 6 W18 35 1 W18 x 35 W3p x q O x 2 x � 2• TALL � � � i i 4 ' ALL �� 4' x 12' TALL �g � . - - ONGRETE � I I I � I I I 18 ( GONCRETE Q � � CONGRETE \ � v ,� URB p m i i i 1Q � q SIM , ,c� S6.0 I I CURB c� � �v GURB , �'�� `� -��' REL 2/S6.06 X W12 x 22 � i •� � � d S6.11 � m i � W18 x 35 N W18 35 � N W18 x 35 � in ., . � _, " � � - - - - - $L��� - - - � x _ W90 � �� W12 X 22 T.O. STEEL u � - - �-�- - - � - � - - � � - - - {--� - - - - - O - 'v - - - - - � AT CANOPY VARIES � � W27�x g4 � � � I � � 2� g4 � I i 7' � m � m � '� . i W18 x 35 � W18 35 � � W18 x 35 . � �O � AT UPPER AND N � _�. r� � ,� C NCRETE ^ • � �� � ^ i� LOWER POINT x i � � • I i Q� i IO i� � ' ° � " `q _ � PROVIDED N n � M av � Q 5 X C RB � � i Q � ' - - - - ' RE� (NOTE 4) - - - � N -I - � - x ( - A - � I- - - � `t _ _ N � - - - �� W1 x 35 � 71 W18 x 35 � � - � � - � � - �- � � � � , ;� Structural .m � 3 53.07 , � q S3 7 � W30X99 � � W30 292 30 x 29 3 loWc � W18 x 35 'i 'r � C o n s u I t a n t s C - - - - - - - - - - _ - - _ - - - - - iO OP S) �_' - I - - ,� - i - -r - - � � - - r - - 18 - � � - � � - - v 1 W18 35 co v 1 W18 x 35 v 1Q "co I n c o r p o r o t e d �v I 'n I � '� q I '� 56.04 I � cn t� tn 2 X i � SIM. m � � M Q � 3400 E. Bayaud Avenue #300 � D w�2 Y �2 � „o � � , I � 56.11 , � � �„ i IF- W18 x 35 W18 35 W18 x 35 W18 x 46 [l0] � Denver Color do 80209 :� w (SL�ES� 3 I II � I I � I i ` ) � � } � 303 399- 5154, FAX 303 333- 9501 � � Emad InfoC�sci-denver com � 'N i i W27�x84 i i i 27 � 84 i � I Q i � SCI Job Number 04- 187 � . �n � � SIM. • . `o N v 4 CONCRETE I � . I � S6.11 ' ' � ALL T.o. � I ,r, .0 4 x 1 � T LL J I co co ISSUE/REVISION DATE NO. . SPLICE x x m i i , , � J " RE� 22/S6.06 N n LL AND x � '�y� � � � r� N CON RETE � TOV RESPONSE 11FE608 3 - - ��,` 3 N H NDRAIL c0 - � - � - - ' -I I I - - - x - - CURB� � _ ItL i W18 x 35 �� W18 35 �� W18 X 35 W18 x 46 LIOI f � - - -� - - - - - - ' - - � - I -�� 3 I ' ' t0 � r � � �_ I Q ' O � I N � 1� � 1 5 D m _ � _ Wl � W3 x 292 30 x 292 � 5 S-3 � _ � X _ � _ N - N � CCD #24 23APR08 Q T.O. STEEL LOWER x 2 i i i i � i i i m � �o O � O :o " GANOPY MC12 ,n 5 � � g I � � � � m m CCD #26 07MAY08 5 � � _ (RE� NOTE 18) v ( I I •,� I I I I I I � W18 x 35 W18 35 � W18 x 35 � W18 x 46 56.04 �n ^ , N i m i i i � i q SIM. i � m CCD #27 15MAY08 Q � �p W12 x 22 x � I 56.11 � � 7 i -- 1� O (SLOPES � Q m � SIM � � B CCD #32 18JUN08 Q - - - - - - - - - - - � � W27ix84 II I I I 27 � 84 I 6. 5 �O S611 �o ;o S3. . � EVEL 4 ENLA �GED P � AN AREA 2 _ _ _ _ N � . � 18X35 � W, 8 35 W18x35 W18x46 CCD #38 2� � NO8 0 �8�=� �-�� E 56.� 2 N L ' In _ _ _�_ � N � W� Zx26 (�OV _ 3 � ' _ _ _ - '^ c� n � .m x -r-� ' m � ' i Q ' i , N � � CCD #36 23JUL08 Q NOTES� �� � , � 3 2'-3 I ' � I I I c0 I I I , I 7 6• 3 }� 2'-�'z TYP. � N � `O �0 9 1 . BOXED NOTES �� INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. . -4 Q O i � i i I � I iTYP. � ^ I 6.00 � 3 x 'O � � `o CONSTRUCTION DOCUMENTS 08AUG08 2. TOP OF SLAB ELEVATION = 138'-6', UNLESS NOTED THUS� X.�xx=�oc. � N _ _ _ _ _ ^ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ __ __ _ _ � 6 � � 3 x 292 � 30 292 6.� 6� , W18 X 35 W12 22 W18 X 35 W18 x 46 � F - - - - - - - _ _ _ CCD #42 28AUG08 3. TOP OF STEEL BEAM ELEVATION = 138'-1 ' UNLESS NOTED THUS� (XXX'-XX'). Wl - ' Tos » x 2 � r � m ^ � � � � �5 � � ;^ � W x 22 ^ � Q Q . TOV UPDATE SET 10SEP08 4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED TI-IUS� . X�_� . T.O.S. INDICATED IS TI-IE PROJEGTED T.O.S. �-- =- S604 4 I x q I x x -`�'a 2' 9' � Q � 1Q � �n � � T.O. STEEL/UNDERSIDE W12x22 �I i i I � ; AT THE � OF THE SUPPORTING BEAM, WALL OR COLUMN SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED �o �o OF STEEL ROOF DECK (SLOPESY i � � i °� � S6.11 i � ?� i � Q5 � � �^ � � � ON PLAN. AT FACE OF CONCRETE Q � � � � � i I 5. PROVIDE 3/a' � x 4' H.A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS• [XX] WHIGN INDICATES TOTAL G _ WALL = (RE� NOTE 18) _ � 5 W36 x Z� p 6 w� g x 5 W18 x 3g � W� g x 35 [15 Wt8 x 35 W18 x 35 p AEG/ NUMBER OF STUDS. EQUALLY SPACE H.A.S ALONG BEAM UNLESS NOTED OTHERWISE � WHERE NO STUDS ARE , . . . . . � . . � N � i s � � �' �o � � � � � �,oQ`P RoY 'ST`c9 INDICATED PROVIDE 1 STUD PER 2 -O SPACING. cp SIM 5 ox . . N x S6.04 I ^ c� ( ( p �_ � � in in ��:��Q�' Bqp�.FO 6, �� INDICATES STEEL DEGK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE S4-IEET S1 ,00 FOR STEEL � � � � � � SIM Wx36x135 DECK SCI-IEDULE. r. i. W12 x 22 3 N � � g � I � Q � Q �n ; o . 7. RE� SHEET S1 .00A FOR STEEL BEAM CONNEGTION SCNEDULE � �� � 3 Q �60 9 56.04 I • cr� � 4' � W18 x 35 W18 x 3g � W18 X 35 � : � : y s �� 5 F �Q v ' I 3 � I �, ' A•, ;�� 8. �� INDICATES A MOMENT CONNEGTION, RE 1 , 2, AND 3/S6.00. 6 . • �? � � � i W36X � �/a ' i W18x 5 � x I _ - m � - - x - � - ��F �; • • . . . . . ���� 9. RE� S3.00, S3.01 , 53.02, S3.03, AND S3.04 FOR GORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY H - - _ PREGAST SUPPL IER. • MC12 x 45 • W� 6 x 26 � � � � S�� N A` QG ( p _ d � � ? b (137'-11 ') �n m W18 x 35 W18 x 35 W18 x 35 1 "" 10. 'SG' INDIGATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP GRITICAL. � � ,� i , � . � � . i m � x » ^ � 11 . COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECHANICAL ,°,� � +� � �-� �� �d I Q I '�d I I � I Q � 6.00 i , , . a DUCTWORK WITN ARCNITECT MEGNANICAL ENGINEER AND SUPPLIER. i� S` // ' � � I � � �o x w c ' 6'p ��� `� W 1 8 x 3 5 ^ i r,, ^ i i 3 i TYP I 5 0 •� � � 12. �► INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS. TO BE APPLIED UNIFORMLY WHERE PARALLEL TO "' �'�� 6� � W18w35 � W18x35 � I W18x35 � � � 600 � A WALL OR GONCENTRATED AT A PERPENDIGULAR CONDITION _ _ _ _ _ _ _ _ _ _ _ � L 18 x 35 Wt8 x 35 W18 x 35 16x26 r 13. RE� SNEET St .00 FOR LINTEL SGNEDULE AT OPENINGS IN WALLS FOR 4' STONE VENEER. � ;� �137�-> > �� �O x � � m ' '� � 3 • � `� 17 13'-3Ya' 7'-10Y2 '� 1� 'a 14. PRECAST SUPPLIER MUST COORDINATE ALL OPENINGS REQUIRED FOR MECHANICAL, ELECTRICAL AND �p m Q 138'-4� S6' op oo I � � I 4 �4 I X m � PLUMBING TRADES. �., ;� 4 'O� � 6.00 � v Q � ■ - - - - - - - - - - - 3'-8%a ' 1 x 35 � _ .�NLg x � � � W18 x 35� i 8 x 35 W18 x 3 � W18 35 � � W18 x 35 � W18 x 35 � W18 x 35 15. RE� 51 .01 AND S1 .02 FOR COORDINATE PLAN AND SCHEDULE FOR COLUMNS NOT LOCATED BY GRID TIE. � - - - - - - - - - - - - - - - - - - - - - - - _ v � 16. x INDICATES STEEL COLUMN, RE� SCHEDULE S1 .04. W18 x 35 � I� i x x G I � � _ _ _ _ _ _ m m cn � � � 17. TYPICAL COLUMN BASE AND NSS POST TO GIRDER DETAILS, RE 51 .01 . a- m + • • � X m � - � x m x , x � ° . .�'s i � � 6' � � cq S3.C�1 5 i x i � r i - - - - - - � � aD ',� c0 1 18. TOP OF STEEL AT CANOPY WILL BE DEFINED BY ARGNITECTURAL FINAL DETAILING TO BE RELEASED AT LATER �o �p Q,. �o I :o I � I c0 W18 � � 2x19 � � W18x35 � W� 8x35 3 DATE. 55.01 19 RE� ARCN FOR EXTENTS OF STONE RELIEF ANGLE J . _ _ _ _ � W36 x 21 � W18 x 35 � W18 x 35 � W18 35 i 3 x 35 I I I I = _ - S6�01 L � . . . � 20 E O T C R T O � � , i � � 6. /,� � -4�/ � W12 x 19 � � � � m , � x � � � � ;o � L� 'v 'n � Sf 21 . AT LOGATIONS MARKED THUS (�) PROVIDE 2 COLUMNS OF BOLTS W/ A 1 ' THIGK SHEAR TAB AND 1 ' TOP AND _ - - , , - - . r •� . , , ;} , , . , + I i BOTTOM STIFFENER PLATES 5 K _ _ _ _ _ _ _ _ _ _ _ - _ _ - ;,�_ _ _ _ _ _ _ - _ _ __ _ _ - ,o -VVt�� � - � . x 35 22. AT LOCATI ONS MARKED 'S-4 SIM.' USE A 3/a' END PLATE W/ 8-�/a' $ A325-N BOLTS, 3' SPAGING AND 1 %2' EDGE � Wt8 x 35 i W18 x 35 i � ; � � N X i � � _ 5 il I PRECAST � � � � DISTANCE. � � � � . 5, � � I I i PANELS � � O , �6 �'�► � m � � Wt8 x 5 I 'O � . � �_ ^ 9._ :, x I I WALL � � � m � m L6 x 4 x 3�8 6' EC � . OF ESLAB x '� x � W18 x 35 . �; . + i � c0 I I BELOW � � � � � xro � OF S J � � ap � � ( � � I x . ,o , > > � ST I R 3 I I I I � � TONE � ' ' t ^ � - - - 3 W18 x 35 3 W18 x 35 � � W18 x 5� � m W18 x 35 •� � N `, AN MI �G 38 I L - - - - � I W18 X 35 W18 x 35 ANGLE W �/ , `' `0 RE: S�T � R - - _ - - - - - - - - > � LL � SU PLI�R � � � . . . � 2 � � � � ro � � m � ^ • I TYP. 4 � � S6.01 _ , , , ':, � � � � W16 X 26 � 6 � � � 5 � S3 1 i 11 TYP. 6 00 i� 2 L6 x 4 x : , ;o (137' 11 ') � S6.12 ;o � I � S5.01 `: • I S6.01 � LLN ST Q � 55 02 � RELIEF � . M s - - -_ - - _ - - _ - - _ _ W18x35 _ Wt8x35_ �o _ WtBx 5 ^ � _W18x35 IM. � � _ _ , . _ . _ W18x35 _ W18x35 _ _ � � m - - - ANGLE � Wt8 x 35 ' O O •� •� L6 x 4 x 3� 138'-4' B �� 5 iv m � I � ir1 • �• 6 . . � �''� • L6 x 4 x 3/8 O Q � � d LLN , � �� m � S5.0 v x � x � � � � � STONE � �[ `� ' S5.01 � • � co � m LLH RELIEF i i � ^ � � � � � � � � I 3 r x RE�L EF � � ANGLE S 6 0 1 W 1 8 x 3 5 � W 1 8 x 3 5 c p � � N - - - - - _ _ _ •. ; • . > , •t , - � _ W18 x 35 _ W18 x 35 2� F _ �/ �/ 56.01 �n m • "� • 6� O 'v N� �- _ � I.L.. ' � x �3 � -.'_ � ' LL • � x , co , �n I w � m � _I o w � � W16x26 2 ^ W18x35 � � W18x35 " I � � 6 � •� �O � (137'-11 '1 � , i� � S5. 1 I I � Wt6 x 26 i• � -� a. � - - - - - - - 5'-1 6' - m� � - � ( � » -� � ) . S6.12 O O O ^ - - - - - - - - - - � --t- - i- --IAHB � -� �_ _ W18 x 35 W18 X 5 � W18 x 35 'O W18 x 35 � � ^ ' � 3-#6 AT SL B b W�ax35 W16x26 ;� W16x26 � � n U � P N - - - - - MID-DEPT{-I W18 x 35 _ � . � (137'-11 ') � � (137'-11 ') � v � i ^ _ � _ _ � _ (V _ lV . . _ - _ _ Q li � - - - - - - - - - - - - ' � 5301 � ' ^ � - - - L�x4x3� - - - - - \ - -' - � - - 3 - - - Wt6x40 � � - - - - 10 � J -� LLH N W18 x 35 W18 x 35 W18 x 5 S6.12 Q � �o �' N RE�F Wt8x35 L6x6x3/a � W16x26 � � � � ANGLE � 2 E . m . � � � STONE � (137'-11 ') 10 � � � _ � � S6 Ol m N X N N�/ x N X S6.0 ANGLE � � x � i� p c0 i� c0 S6.01 � � � 'O � 3 3 s Q 138'-4' STONE 3/8 J � W18 x 35 W18 x 35 W18 x 5 L6 x 4 x � S6.01 R E L I E F O W18 x 35 LLN 2 1 12'-9' 15'-10� S -23�4 5'-11 ' 1 STONE ANGLE , _ _ __ Y � /1 \� ♦ S6.01 S6.01 � . N S6.0 RELIEF , N � , ANGLE � . , - - - � I I � i h + m - - _ - - _ - - _ - - _ - - - � - - - � - - � - - � � W18 x 35 '� ' W18 x 35 i ' _� ' ' � � P , � t � ' ' � � a = � e Q � � _ � � � � _ r � '� � � r -, W18 X 35 � 6 AT SLAB � r . � .Q MID-DEPTN � , , � ` ° � s W16X26 � 5 ',n � ^ - � - - (137'-11 ') �o '� W18 x 35 O W18 x 35 � Wl x 35 W16 x 2 �1 � � __...._�_ ___ _ . � ,J ^ (137'-11 ') � � v 11 Q O � �N �� S6.03 � 138'-4' � � 5 � ;r xro r � 5 m i o ' ' � �o i i d � _� � '� 3 '� X i �o axo 138'-4' � � 3 8 W18 x 35 W18 x 35 W18 35 � D�' � � R - - - - - - - - - - - - - - - - - � W16 x 26 6� 3�-�� 6� . 25�-1 Z ' .� 4'-11 ' 6' 3'-7' 6' o . c, 3��-„ •, 02 � � � ' ° LEVEL 4 � �� `o W18 x 5 m � ' . 56.01 � � ENLARGED PLAN °' � i ♦ � r �` i W18 �a 35 � ' � � � �; x W18 X 35 � S . - - - - - ,- STAI D NG i .� - - - - - - - - - AREA #2 NI � W� 6x26 m AND FRAMING ;o p W16x26 � "' ' (137'-11 ') O • N RE� STAIR 6' '-1 ' 10'-O' 6' ' O (137'-11 ') � v � �O i� SUPPLIER AND � � i� W1g 35 2 � - - - - - - - - - - - - - - - ARCH. Wt6x26 S6.01 , ' 138'-4' x W18 35 � (137'-11 ') 4 10 Wt8x35 �n ' o � �n ,o i m Q � � � . . F1 .� , S6 01 6. 3,_7. � ^ X �p .� � ;� , � . � � D2 138 -4 � � , PLOTTED MAR W -- � W16 X 26 � � ao i� 3 � � Q � x g�_7• 6- ,."',� �';� (137'-11 ') ��� � � 7 3 ,� x 35 , 11 � CHK'D BY JRB ¢ in 6.00 , r S6.03 = W18 x 35 � � $ ' W� X 3r.J , �W37 x 26 COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS > . in , 35 .� � `� •� W � i � � 2 3 4 SHEETNUMBER J � � � � � 1 o T MATCHL I NE 52.27 � ' w� 8 X 50 ' _ m `� w� 5 i W18 x 35 _ _ _ i _ _ _ � _ � _ _ � �Z - � . . � . . . . . . . . . � . . . . . . . . . � . . � . . . . � . . . . � MATCNLINE 52.26 W16x26 v�naX > > q ;o S_ ;'� n � 5 � (i3� � t ) 18x35 �o D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 � � e � . U � LL � 1 2 3 4 5 6 7 8 9 10 OVERALL 0 GRID TO GRID 5'-2' 10'-3' 7'-11Ya 18'-9' it '-73/a 6'-O' 5'-5' 10'-4' 21 '-43/4 19'-lYa 27'-5Ya � oc `� � • ' � Qf Chl t tS Q o oc o i i i i i i � i Q � � O � � � " I I I I I I I q �' - - - - - �- - - - - ---� - - - - - — — A AP BK (12' P BK (12' BK � � � N N 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 i BN • � i E i i i i ii i � � � � 303 861 8555 F 303 861 3027 6'-6' 6'-6' 6'-O' 3'-6�/a 5'-9' 5'-9' '-OY2 6'-O' � BM uj � W 0225 MAIN STREET UNIT C101 � w � �16 �2 � BK X X X X _ Z Z EDWARDS , COLORADO 81632 iv 2._� � 3/8 BN — 970 926 8960 F 970 926 8961 ,� BL BL BE BL� BE BL BL BL BJ B.1 BI BM BM ' i (12') 12') � BM � (1 ') '�' BM � � i = _ � � E 3'-6' 2'-6' _ _ � U U i i � i ` i i BR� BK� v 5�-O' 5'-O" `? IBB IBB I B 1- 1- i i ' i i � w I I I I O 86 �., I I � I W �o i E i i (15') iU5') ;' i i in � �12') i �i2'� i � 2' Q � Q BK I I I I I �,, i i i i 5'-O' i 4 '-6' 4' 6' i i�, I I I 2'-q' � BK B W BK , . . i i i i O i -O i i i I BK N - 3 r� ��`- i (1 ') ' i i i -,�--; BM BM gE .m I gE I BM I BM I B.! BM BJ BI _m E BM BM BG �► (12') �1 � W W G K BK BK 8K B - - - - - � - BM gN m BM BN i i N BK BK c� � - � [ � , ' I I I I � W i i i i "� (16h') i i W -;o I I I I I I W I I I W I W I W I 'K ; . � � . °::; , � � � � � �� � BF � N � � � i BG BG � G _ BK BK ��= DK (V . — � � ._ i � �-__� t � � � � O � � � � BJ . 16%z ) B�J . . � BI . O � � � AK 3 AK � _ ' iBL iBL iBE i ' BE BL BL (14 %2 ) U %z ) BL 1 � ) (14 %z ) ' E BL BL � � �- c� � I m � I igG � W iW BG � � w BG � W � w � G : �. ;�. � ` ;� 1 : i � � . ;o • „, BL gN i i i i � BM � � i i BN BM . , ,� ��'-b',� ; 3'-b' ,� i i i i in 16 � _ i i i �16 %z') .N I i I � � 2'-6 x i i i ' � ,.: � � Q'_ 4 '-6' 3'-O' 2'-6 2'-6' . fi") . _ . _ � � � ; ' -6 262626 N S W W 2 ^q /a � w I I w �° I i I . ._ . ,_ . ._ . ._ 3 . W W � BK !���„ �. �e`eK � 1 N � � � � , � � , c„ -) � i i � i i � � p i i i i i � i � 3'-O' 2'-6' '-6' 2'-7' i i i , S t r u c t u r a I C ^ _ ! _ _ BM BM gE BM.m IgE BM BM BJ BJ IBM I M BI .m E BM BM I BG W W S _ _ � w w Consultants I� � � � BN ( I I I I I gN � � � � � S W W 2'-6' 2'-6' '-O� I n c o r p o r a t e d I I I �0 3'-9' i 3'-O' i 3'-O' i 4'-O' i i i -• I � i � i i � gM i i 1�1 'O I ( I IBG IW IW S S W W BC W W X X W 3400 DenBve�� Coloradoe80209 ^' iGS�•) I .�� 1 1 I . . . (J03� 399— � 1 �4. FAX (30J� 333— y�Ul I I I ( p BJ�'Q BI.1 IBI p I �; BI BI �; BI �; Email InfoC�sci-denver com � BL BL � BE BL.m w � gE � BL � BL � (14 %�) (t �l %z ') � BL ' L i (14 %2') -� E BL BL I � i i� , i i i i i _ i� � i� i � i � I I I ' _ SCI Job Number. 04- 187 � p 2'-6' 2' 6' 2'-6' '-3 p � � � p �O BN , , , , o B6% ' ' � � ' N I I ( I m � 2�-6 , , , , 16.� V_ "' I I I 16 _�^ � � I ISSUE/REVISION DATE NO. I ' ' 1 • � ( z ) -• I I I ' I I I I CCD #26 07MAY08 N w I I ( I I I I I N I � BG W � W S (16') V 5 W W BG BG W W X X Y W I I I I i i i i � i i i - - i i i i p O I I I I i I � O i O i i i i � BM BM BE BM-m BE BJ BM BJ BM BM M BI _m E BM BM � N BF N BF BF N CCD #27 15MAY08 Qj p - - - - - - ' - - - ' '- - �` - BN � � iBG W iW S � (16�5 � � � W � W � � V 6,� � W � W i � V __ � � X � X Y � w CCD #32 18JUN08 Q I I I I 16') � I I I I . W I I I I � 5'-O' I 3'-O' 3'-O' '-O' I 3' 2' 3'-10' 5'-O' I ' , , CCD #38 25JUN08 �o � i i i i N I BJ i i i i � BJ i i i � BG B� BG i i i B� � 3 O p I IBJ �I IBJ I I I IBI i � i N I I I I - -N I I I CONSTRUCTION DOCUMENTS 08AUG08 ( BL IBL IBE IB�--' � BE � (14 �') BL � (14 %2') � BL iBL i L � (14 �') g BL BL I I in i io I I I � � � — m IgG � W IW ' S-m � � w � W BG 'm � W � W � X X Y W TOV UPDATE SET 10SEP08 E - - - - - , _ eN - - � � - ' - - - - ; � - LEVEL 4 ENLA � GED ° I I I I N w 6�-°- 3�-°- 5�-°� �_ � ' j ' j I I I � 3'-O' '-O' 3 5 I ( 3'-6' 2'-6' 2'-6' '-6' 3 -1Yz PENETRATION PLAN AREA 2 � _ _ _ _ _ � BM � aM � BE � 8�.� � B� � BM � B� � � BM , M � B � � BE S � W , W � S , W , W � � X � X Y � W ;�'=r-o' F NOTES• i i i i BC _ _ BC ;� � 3._2. iBM � BM 2 -2Y 4 -3�/a ,n BM ih 3 -1 O' S'-O' 2'-9' '-3' 2'-6' '-O' � '-O'2'- 1 . RE� 52.27 FOR ADDITIONAL PLAN NOTES -� I I � I I , , BC ,N BG . (18') � - i 2 RE 51 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. iBM iBM iBE iBM BM BJ -. � � S W W wQ T 5 W 5 X T X 5 5 5 X iBD iU i5 � q , � � 5 (18') US' (18') U8') i (18' � U8') �? (18') US') N 3 PROVIDE REINFORCEMENT PER 5/51 .09 FOR ALL PENETRATIONS THROUG{-I TNE FULL-STORY TRUSSES _ _ _ _ _ ' ALONG GRIDLINES 4 AND 8. G BL `� i � � BE � � O _ s O A b 0� REG/ST 4. APPLY SPECIAL REINFORCING DETAIL TO PENETRATIONS MARKED THUS� �. N BL BJ L ' (18') ' BG 4 ��-O' 3'-O' 3'-O' 3'-O' 3'-O' T , � i � i � � , T O�P' p,oYg'•:,qF 'm 18' (18') (18') 18') N - I I � - .n I I I I I I ' � p�.�Q� qq�� O � 11 '-3' 2'-6' 2'-6' 2' 9' 3'-O' �' (15�') � � .- � T i5 iW i5 iX iT � X S 5 S X i � T 5 5 q� 5 ; o �'. � L 3'-O' 3'-O' 6'-O' 3'-6' 2'-6' Z'-6' 2'-6' 'c� BG � m ' � ' �' ' � iBF iBM i6 iBF iB� ;o � � B A ;� : :� • . 18' �18') (1 ') 18' U 8') � � BM i BJ M i S W i W i ;o i i i i i i ;o �o i i i i i i A •� : �c. H - - - ,o N _ _ � � _ � � � � _ � .� 9 ., .,. � � � T .� O T �18.� �18.� �18 `O W X � T S W S X T � X S S S X � T S S q S OF SIONP�-��� G �-( O- O `Crj \ N ' i � �i0 Ya t0 �`O . ' T ' A m T � , ` + � O � BH � 3'-O ' N � 'v BG O . � - `�' � p i i i i i i � I I I I I I N '-6' '-3 2'-6' '-O , �-O 2' (V (V i W W � W W i gG W� X W W � ' T � W S T N .m i T S W S X T m � X � S � S � S � X � . A� S qY S , � 3'-11Ya i2._6.i i i i i � T i i i S � 5 i i S BG i i i i i i T i i i i i A , m T � N � I I I I � � I I I �' � W w � W � . � T � 5 � W � 5 � X � T ^ IX IS IS IS IX I � �5�� iW iW iW iW igG � W�. iW iW iW W ,o � _� cn 6� � G '� p B , - -4-. - G B m � S g � A S `� � � T .o i i i i �o i i i S `� BG � 4 �o r - - - - - - - - - -� BC � - -N V� N N T 1 N S _ I ( I N � � I r - - - - - - - - -� I W w N IX IS ' S IS IX IAY ' ' � IBM IB ' IBF IBM I I I O � � � I I I I . ., 0 � (18' BM BM N iU8') i (18 ) i � g•) � (18') iW iW iW � U U W W W I I I I T `� i i i i i � � � � � - - - - - - - o - �� _ _ , _ _ � i i U8') � ' - ; 5'-O' 2'-6' B N 2'-6' 2'- ' 2'-6' 5'-O' i � i • 5'-10�/s' � '-3� '-6�/a 2'-6' 2'-6' p I I I ( I� "� - - - - - - - W W W O _ � _ _ V�( ( � i _ i i i i i _ _ � 'O " '' ' � I I I I V , , T �o .r ' _ . N g� �° � � � � w � ' W � ' o S I I I I S . W W i � W � W � � � W � � '-O' 2'-6' 2'-6' — ', � "m � I ( I I � � � � � � T � m , . . , ,� '-6 2'-6' '- ' � `: I I I I � 2'-6' � 3'-O ;o - J � 0 4 -O i -O' i 3 -O' i � X 2'-6' '-3' ' 3' 2'-6' 4'-7Ya i W BG i W "• I I I I S i� 2�-6� I2�-6� I2�-6�I2�-6 I2�-6� I 3�-�� � � � IW Iw IW ' m � , W �/ i iW � W iW � W G � W iW iW iW� S iW G iW .� . . �i\ I I I I IW � W - � X S S S X AY ;o .. L, - - - - - , _ - S � � - - - - _ - - - � � _ S _ - - - - / ~ LL � � T in T - - - - - - - - - _ Q � � � �o :0 1 �'�/ ♦ ^ � i ',o B i i � �; BG �° BG ; ' i , - � ^ N S S (V I I I I I I .O ���` �L � N I N � , Q � ,� . �� '6 � S a- 3'-O' AY ` T 5 W W X T � IX IS IS IS IX iqY N � � M _ _ _ _ _ (V (V _ ' _ .. _ �j • � � O . i i � 3._�. � � T �_4s ��-O" i 3'-O' i 3'-O' i 3'-O' i 3'-O' i 5 � O �� 10'-11 ' 2'-2Ya S T .N `a �o �O • ( I I I I I � � � B ' � � Q i t � S S S i 5 S S S t r N G i i i i i i i S N � IV - - - - - - ', i . , •. � � > i� T 5 W W X T . � X _ � 5 � S � 5 � X � AY - - - � �/ � �/ i i � Si . � 2'-6' � 2'-6' �2'-6'� 2'-8' AY � w S ' � � LJ� � � • ,� , AY T `� 0 � w Q W N I S I S ( S �� `� 5 � S I S I S i S BO '- '-6 1 '-O' S ;o ;0 7'-3�/e 9'-O�/a BF„� `O 9'-lYs 5'-O' ^ � ,� �H _ iV (�/ N N BG � J L.L � - S S S 5 T `� �,;� � T � S A' T 'a- � S � S � S � S � � O O `/ , , � � , S 5 _N � C� � � S 5 T � 2'-6` 2'-5' � � V J P - - - - - - _ ^ � o - - - - - - - - " � S S S S , B 2'—S3I4 � T T � J � I I I I ;n 2' 63/4 W W W T ,V qY T ' W O T � V J ;� i i i i � ' Q � i N , � � � - N S S S ' B IS 1 I I m 1 V � - --F- 5 � . � � � � i i i Si . 2'-6' 2'-6' 2'-6' 2'-6' ' O 2'-6' 3'-OYa � � � � � 2'-9' 2'-6' 2'-6' 2'-6' p 1 '-53�' i i i "� _ 5 � � i i i i N 5 W W W S W � AY W .�I Q S S 5 O � � X i i i i i T T � - � VJ p �o � � k i � � � S I I T � , . , . 4 -10 � BD v is iW iW � W is � m i� - � � ` - } � � i p S 5 t i � i � �o i � � , $ Q - - - - - - i � S 5 � _ s� D S S 2'-11Y4 � - - - - - - — R .- ._ .� „ ,. , � S ; �'rl d 4' � tv , � . t � � �'=6 i � i i2�_5- r i i � A i i R ° _� e T T 2'-qY8 2 -6' '-3 2' ' 2'-6' 6'-7' �� � S W W W 5 T � - I S I W ( W W i 5 y 5 S T � �.,_ ,. �_�- - - - - . , AY m � � 'v � � � A � A2 � ,_ . , ._ . , ._ ., , . , ,_ . , , � N � - i i � i i � i i . - ! � i i i � � 6 2 6 6 2 -6 2 6 3 -6' � � A- � N BB I I I I I I I N — T I I I I N T m �, in i A Y i s i W i W i W � S i T �, is iw iW iW �t i i s i Y i s i s i T � g� R � - - - - - - - ' - - - - - - - - - � . m BB ' ' ' ' ' ' ' .� - T � � LEVEL 4 ENLARGED � � - N _ N -' r Q . , AY S , W IW w IS IT , o AY S 5 , W w 5 T PENETRATION PLAN �, r ' ' " S m AREA #2 � - - - - - - ' Q'- 2'-6' 2'-6' '-6' 2'-6' 2'-6' 3'-O' O � - - - - - — ¢ � 3._6. � 3._�. � 2� . � 2�-6' �2,_6,� 2,_6,� 2._6. � T ' � 3 .m , �� A � AY � 5 � 5 � W � W � 5 � T $ � iAY iS iW � W iW i5 iT • �cA �� � i � � i � � i i i i i S � I �Y _ Y S W W S T � � c"'i� ' � ( I I I I I I S:° ; PLOTTED MAR , A •cn � � � � � � BD CHK'D BY JRB m 0 I AY I S f W I w ' W I S I T ;� � A I S I S I I W I S i T COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS ' � F 7'- �/a 2'-6' 2'-6' . � �-2 3�-7' 2'-6' 2'-6' '-6' �o � 2 3 4 SHEET NUMBER. J ¢ T i i .° 1 i AZ T T T i -' � A� i � i � o � MATCHLINE S2.27A � T 5 W , � � ! Z - � . . � . . . . . . . . . � . . . . . . . � .� . . � . . � . . . . � . . . . � MATCHLINE S2.26A v AY 5 W W 4�-� • 2�- • 2�-6• 2�-6 2�-6• -,�, � 5 ' � _ , D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 .� 0 � U � LL i i0 n i2 i3 i4 I5 I6 �7 �8 i9 20 ?J 418'-2' � OVERALL 0 27'-5Ya 8'-10�/a 18'-3Ys' 24'-4Ya 23'-11Y2 18'-itYa 5'-5Ya 13'-7�/a 13'-6Ya 5'-6�/s 21 '-10' GRID TO GRID . � Z '-35/ ' 16'-5Ya 3'-tYa 4'-4Ya 10�-� 3�4 4'-7' 13'-81'a 5'-4�/a 1 '-10' 2'-7' 5'-�/a 9'-6' 23'-11Y2' 9•-6' 5'-OYs '-7' 1 '-1 4'-4Y4 1 '-O�/a 13'-7�/a 4'-7' 10�-� 3�4 4'-4Ya 19'-6Ya 2'-33 ' �, COLUMNS � � - � Archit ls JO �J >'- i i � i � � � O W12x22 i i I I I i i � i � i I i I t � (SLOPESI i i � I � E I � � i i � I i w � � � 1 1 2 2 2 �'H' I I ' � 1 � I I 35�a � PROVIDE ADDITt AL � 35/a I I I I I � 2 1 ` i� O N N ; S6.05 � � 56.05 � � S6.01 ' .� ,, x 2 ^ N 56.04 i i � POSTS SNOWN I ^ � � , i A m M _ _ � � � _� 2/6.05 '- _ _ ' _ ,,,,,,,.. - - � - - - - . � ` x ' ^ � - _ - - _ - - _ - - - _ - � � - - - - � - , - _ _ Cp � 2301 BLAKE ST , STE #100 I I ' � i Wt8 x 35 W18 x 35 W18 x 35 ' I ' N � DENVER, COLORADO 80205 � • . N � � � � ' ' � � N � � 303 861 .8555 F 303.861 3027 12 O ES �" � , � � I I � i ( � W18x35 I � I � Wt8x35 � 2 i � i I i (D tA I 8 ' 8 ' W ' ^ S6 01 � W W i 0225 MAIN STREET . UNIT C101 2 � Z � i � i � � x � �5 x Q5 O � i I Z � Z TI BE EDWARDS COLORADO 81632 � „ I I 2 I W18 35 W18 35 � W18 x 35 � ( I 11 _J � J 11 I 3 PL( 970 .926 8960 F 970 926 8961 'v :0 2�_ - 2'-4 � � u KI KE � � � �6.� i � 1 2 5 6.01 i i � x ;o X � � X I I 5 6.0 5 I S S 6.0 5 i . � 6 04 W18 x 35 I S6 05 I � c0 ' �p :� 12 I � � S AD D I (139'-1 ') � I W18 x 35 3 'n W18 x 35 � I � S6.p5 I 11 I E E� i 4'-105/a 13 -4Y2 � i . � ' .N'-10' � i i W18 x 35 i i 56.01 i S6.05 � Q Q ROOF SL 76 �o � 12 � 2 30x99 a- it � Q ?. 2'- 14'-63/a . 23'-11Y2 , 14'-6Ya 1 -1 � 7Yz 13'-4Y2 33/s � � I � Wi8x3a � � � S6 05 SHADED A EA 8 ( � s _ . . � - (3 1`, x * I � (V � i . i ._ . � � � p b I S EXTER I R i ;o � ;o i 2 � i � � � � � � � � r� ;o ROOF SLA � in �o RE• N T 22 �n B W30x "qq W18x35 [357 W18X35 _ _ W18x35 _ W18x35 W18x35 [35l WI8x5� i8 0" ,n L-6x ,4x i i � i ,O �` 4' x1�` , HIGH � 6.04 � � . �' � LLI-I STONE I I u� 'N �n I I L6 x 4 x /a ' � � p Sy , " GC3J+lCRETE , n � ._ _ , x 1 RELIEF � �'`� � � � LLH STONE `�' � s` '�" � � '�� 2 � � i � ,_ = � � S6.01 ANGLE � � i � � � � i i i RELIEF i 60 =' � � . �.}.� " � CURB � . � � W34 x q9 ` � Wi8 W18 x 35 W18 x 35 W18 x 35 ANGL tN18 x� 5 �Y '�� � :� 7' W18x35 15 18x35 15 . , � m � , � t i i i 7 #i39'-1 8 35 �F � � ,n /,� � �,-� � � 4' x 12' N I H � 18 ,� m . -,o ^ . ��` U 68' 4 ;� � � `� 6 04 4' x 12' HI GN ' I � t . � b,� _� ` 3 x � 7 � '� v { ` I GONCRETE ( I c� 4 I C RBRET °�y E M : � ., , �g , � �` SIM:; , �° � CURB � � .� � � �p `� _ t ` ! 6.0 7' � ,�,, v _ . � z�` W18 x 35 [15] � � TYP. 6 00 � � ( W18 x 3 [15l � z r. S1M. ' �`°` � W30 x 99 • 18 x 35 � . . � � - - �g x 3� - - - - - - -DaTSx-35- - - - - -w18 xr35 - - � 6• � � � r i � 4 x12 NIGN � i Q i W18x35 � i W18x35 � � Structural � CONCRETE 4 � �n (; - - - - - - - - - - - - - - - 4' x12' HIGH _ Onsul tan ts � p � , ' X � 0 X � � ^ 5 0 � � � � � � ��RB � � Incorporated N I �p I c0 I I 6'�� I I � � 6} 3400 E Bayaud Avenue #340 i� W18 x 46 [t0] � I � W18 x 35 � i Wt8 x 3 [15] �K � i WI8 x 35 TYP W18 x 35 W18 x 35 � � � � W18 x 3 fl W18 x 35 � W18 x 35 f151 Denver Colorado 80209 � � I � � 6. � � � m I m m I m E � m � � � 5 , X � E SCII Job N�um�beren04- 187 ;o (303) 399- 5154, FAX (303) 333- 9501 � . 5 C x x i x . x i x 5 STAIf2 FRAMING ' � � co co c0 � cD c0 AND LANDING BY �� � � � I SS.OI O S3.0 � I � ( Q � � Q � I Q � I U S501 03 I STAI SUPPLIER � � ISSUE/REVISION DATE NO. i � � 20K � i i N 20K W18 x 46 [1 Ol � i� W18 x 3 [15l W18 x 35 Ll Ol W18 x 3 15l n W18 x 3 [15l ;�.. ,.�s_,.,�,.:� • �� :�,,�.�..,_ . • , . , � , , , i , , , , TOV RESPONSE 12DEC07 Q ` I : . • > •. , , 1 �•' �. c� i ' 6- 5� • i • , i Q � � STAIR FRA ING ' - 2 `�' �o AND LANDI G BY : 7 TYP. i � i •, � Q � . TOV RESPONSE 11FEB08 p - - � � - - - - - "' ' ^ - - 'O - . _ . - - - - - ,,,,,,,,,,,,, _ _ - � � O 'O � t': � i ' ; 0 i Q � Q `O Q � Q i �p • � . � ;� , i S5b1 SIM. �O � 4 CCD #24 23APR08 Q � W18 x 46 � �, � ° _� _ W1 x 35 �. W18 x 35 � Wt8 35 � � , . ' 3�-6' 21 '- ' 1 '-O' ,� `-' 1 '-O' 21 '-6' 3'-4' ' 6• ,� -� ; "v' W18 x 35 L15 i� � � • m TYP. 7 � 4• � p ', i , m CCD #26 07MAY08 Q -� � • g NSS6 � 6 x j4 �' x 4 x a LEDG R 1 '-O � x i x ';� x � , L4 x 4 x /a EDGER , „ HSS6 x 6 x Y4 . x � ELEV TOR ANGLE 4-PLA S ;o co � • �t � 5 v Q c0 c0 6.00 ANGLE 4 - LACES ELE ATOR cp CCD #27 15MAY08 g � S3.0 � , � , � • • , .•• � • • •, • • • . •y , _ •,� W18x [15] W18x35 W18x 5 [157 �O _ + • f. „ � DIVI R 3.03 ;o � `� DIVID R i � r ` : � '3 � BEA 18JUN08 Q W18 x 46 BEA ' O � � � i Q 5 � 'N I �, � •„ CCD #32 `• i .' �0 � , . � N i E - _ _ - _ ^ � ! � N _ _ - _ _ - B N � I ' _ . _ ' � _ I WiR X '�� _ Q . ' : � x22 � x i 'n i 3.0 x 22`r :o �' ^ , , � CCD #38 25JUN08 . �o � � 2'-7' 3'-6' - -6' 2'-5' �� '-6' 4'-O c� S3.0 Q N _ . Q � 7 0 � � 5 • � � � I � 5 I � N � 4._O" 2'_ .:' 2._7. 3'- ' '-2 • '-6' 2'-5 ; �� � � 5 � � CONSTRUCTION DOCUMENTS 08AUG08 ;n � 55.01 ' i 6� "• _n 6 '� i ' � �_ ' t i ' � i • -O' F - - _ _ - , - - - • , _ W18 x 35 [15] _ CCD #42 28AUG08 Qg W18 x 46 S � i �' ' W12 x 40 � W18 x 35 W18 x 3 LIOI W18 x 35 � W12 x 40 LEVEL 4 EN � ARGED PLAN AREA 3 �� ��T � 3 . j . . ., . %a'=1 '-O' i p i `° � i n � Q n ^ � �o r� i • ;� �1 � � ;� i I X •� 6 M 4Q I I Q5 � TOV UPDATE SET 10SEP08 NOTES� ; � � � i 6 20 5 SIM. I ap ^ x x i 6 5 20 6 � i , i 1 . BOXED NOTES �k INDIGATE A TYPIGAL CONDITION UNLE55 NOTED OTNERWISE. �O r � n I � S5.01 � S5.01 i 55.01 A S Ot i ,� 3 � � i S501 A S5. 1 S5.01 S5.01 i � x�'-�' W18 x 35 � X W18 x 35 W18 x 35 W18 x 35 3 � 2. TOP OF SLAB ELEVATION = 138'-6', UNLESS NOTED THUS� �-. G S3.0 SIM 303 W18x35 3. TOP OF STEEL BEAM ELEVATION = 138'-1 ' UNLESS NOTED THUS� (XXX'-XX') � � � � g x 35 i W12 x 40 � 18 ! � ^ W12 x 40 � W18 x 35 " P�p REGISTF9 , . . . , , . Q .• . F T.as . - - - - � - - - - - - - - S6 04 - , - - - - �xT�RI � - - - . OY e . Q 4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED THUS� = x�_�- . T.O.S. INDICATED IS THE PROJECTED T.OS. �o . Q � p Q �r . • � � � 6 in ^ . � CONCRETE in � v���v,�,� qy�`� AT TNE � OF TNE SUPPORTING BEAM, WALL OR COLUMN. SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED '; � � W18x35 � � W18x35 � � GURB � y� gx3g � W18x ; o ; ON PLAN. � � � . i Wt 8 X 35 � ' W18 X 35 Wl8 x 35 I i � : '� 5. PROVIDE �/a ' � x 4' I-1 A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED TI-IUS� [XX] WI-IIGI-I INDICATES TOTAL - - ' - . - - - - ' ' ' - � - - ' - - - - . � . % :� NUMBER OF STUDS. EQUALLY SPACE N.A.S. ALONG BEAM UNLESS NOTED OT4-IERWISE; WHERE NO STUDS ARE x �O � 'O ,� � � `� � Q4 � � .o '•, .�_ INDICATED PROVIDE 1 STUD PER 2'-O' SPACING. �"'� - ' ^ - - - ' v - ' � - - � - - 90 '• • • • • • •'' �� vx � 4 `� 5 x 4' x6' HIGH X x 5 � ,� S �,� 6. �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SHEET 51 .00 FOR STEEL . W18x35 � W18x35 .N � SIM. � S6•� cp m CONGRETE � �o m � � SIM. � � � �N18x35 � x � SIONP Qc�_ f� _� DECK SCHEDULE. � , m m � �x 4 X � � CURB ^ � g x 4 3 � x 4 x �N x m 7. RE• SNEET S1 .00A FOR STEEL BEAM CONNECTION SCNEDULE. :o x I �o x '� �0 m a0 I � �0 �o I x �o x - � c0 � W18 x 35 � S6.05 , � , � � S6.05 � � cp � 8. ��' INDIGATES A MOMENT CONNEGTION, RE� 1, 2, AND 3/56.00. � in � in � � - � � E , 3 � � � ;n � io °� 9. RE� S3.00, S3.01 , S3.02, S3.03, AND S3.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY W18 x 35 � i W18 x 35 i � � i• W12 x 40 � " f � � , � Wt2 x 40 i W18 x 35 W18 x 35 � 3 X � � ' PRECAST SUPPLIER. � m � m �. � a - - - ;, , '� . v � . ►� " � , j ;n; i . i 10. 'SC' INDICATES BOLTED CONNEGTION AT STEEL BEAM TO BE SLIP CRITIGAL. � � � � - °= ' ; �s ' � 0 a � I r � 3 , v 11 . COORDINATE SIZE AND LOGATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECHANICAL � ;� V � x � � s ' � , ;, M5` .� `, m � I � � I v v „ �. DUGTWORK WITI-I ARCNITEGT, MEC4-IANICAL ENGINEER AND SUPPLIER. • � W18 35 � W18x35 � W18x35 -. �y�g =- ` `- _ ,yy�,� � 56 ; _ _ :-. w2�;��. ' ` � 3 W18x35 `� W18x35 � W18 35 � 12. -�� INDIGATES LATERAL LOAD (SERVIGE LOAD) IN KIPS. TO BE APPLIED UNIFORMLY WI-IERE PARALLEL TO � �n v� - -�- - - - m • m (` ^y } ^y - '\/° �A ^� '- • 'O � I � � � i� � f 1 � , � " F yi f „ �� � A � I " ; V /`\ , �� 14��... � � ' fYS � � � A WALL OR CONCENTRATED AT A PERPENDICULAR CONDITION. � � X � x 4' x6' NIGH „7u;, , �� r.,, ^ - ; � ,3 � , ar ,.,, � � ��,< � 4 m � u� � trl � , x ,:. x E .: r' F � , ,,R ` ,.. � i 1 > ��..� x 13. RE SHEET 51 .00 FOR LINTEL SCHEDULE AT OPENINGS IN WALLS FOR 4' STONE VENEER � � � � I � � -,n � C�RB i ETE , �„ , > v' � � ; : , , z ; ° , _ , � ,� �.. � ,;�� 5 . 5 � cp � � 14. PRECAST SUPPLIER MUST GOORDINATE ALL OPENINGS REQUIRED FOR MECNANIGAL, ELEGTRIGAL AND � 3 � y�pgx 35 � W18 x 35 ° � � � � �''�` �< �"� �v � =r�� ` � 1 � PLUMBING TRADES. ap S601 i . � " � ° i�, S "" 7' i S6.01 15 RE• 51 .01 AND S1 .02 FOR COORDINATE PLAN AND SGNEDULE FOR COLUMNS NOT LOCATED BY GRID TIE. ..I • - - - ^ - - �� '-`�- - � � ��� " �� " ' �l� x��5 - W - - 16 � INDIGATES STEEL COLUMN, RE� SGNEDULE S1 .04 . `� � � W18x35 '`� 4 {13q',1 ') = y {i39`-3 '} � - ,; s 3 . � m.° (13'�'-I'j � - �: ��� � • ,� � m � 56.01 S6 5 � , , � ^4• � •,� � � � 6 � 17. TYPICAL COLUMN BASE AND HSS POST TO GIRDER DETAILS, RE• 51 .01 . K - - ' ' - ' ' , ,. " � , � 4 � �, " _C RET'E CURB m - - ! 18. RE ARCH FOR EXTENTS OF STONE RELIEF ANGLE. ' � �� � ' } .- '" "-"°�'�a � " `" � r - - - T - - - - � �n i ' • X x f ` W18x �5 - tA _� � , ,. � wW18x35 ..° - ; � ;' . B� M SPLICE � i 19 TOP OF STEEL AT CANOPY WILL BE DEFINED BY ARCI-IITECTURAL FINAL DETAILING TO BE RELEASED AT � � � � � 'O ' � ap _i , °x y (139'1') � "� � ; - ' � (13q'-1'} ~ ' R � � 22/S606 � � U , LATER DATE. � co �n X W18 x 35 � W18 x 35 3 •-` "` ° W24 x 55 , ;, ° ' �i W2.4 x 55 r� _ . , W24 x 55 ;= ; 2 P ACES 2 J m � cc� 3 6' EDGE � � � W18 x 35 W18 x 35 2 20. OINDIGATES EXTERIOR ROOF OVER STRUCTURAL SLAB RE� ARCH FOR WINTERPROOFING AND FINISNES. ' � x L6x4 " '� ■ OF SLAB � i � _ - n �""" �13,�•_j-� � i 56.01 56.01 J O op LLN � (l39 1 l , °, , ; . �139'-�1') � �` � ,, , � . STONE � - � - - - m - - - - W�4 x 76 W24 � 7b , „ � > , W24 x 75 ° 3 8 x � . I ,� 21 . FOR TIMBER BEAMS AT TRELLIS PROVIDE WESTERN CEDAR NO. 1 GRADE MATERIAL. 3 � ^ � � �� - - - - . , . , • . . 3 O x m � � O �o � fi39 1 - ) (13� 1 } ; , E (} 39 -1 ) , W 22. NSS POST BEARS DOWN ONTO STEEL BEAM ON LEVEL 3 BELOW. APPLY BASE PLATE DETAIL SIM TO 17/56J0. L �' ANGLE � � � .� � � 56. 5 � „ ��� � �� r r � r �` � , �< :.- .,; s �� ', �� ; 0 ' S6_05 � � _ � _ x _ � _ � �. � � `* r ,• % � � ,x �✓ � , �. - - W18x35 WI8 35 , ' � � a x , .E, ;� � "; ` � � V1t18 35 W18x50 L6x4x /a a � � � � , , �x . � �: L6x4x /a ' � � ��"� �� � � '' ' � � � � � T ' � RELIEF LLN STONE ap � (� �� _ _ _ ' _ _ � � _ � ' y ' �; �°� � , y�}g��- - �- - LLH STONE x � � L6 x 4 X 3/a . ._ ._ 3 4'-OYa ; �x , ,� ��9'� , � , � �;t� � � : `rv , � 6 4'-4Y4 11 '-7�s 1Ya 1 /a ,by � �.. � , � -� � ° � =' s , . ,�. . s u� s � RELIEF Z ' S6.01 LLN STONE • SNADED ARE °� . � � � � �� 9G7 -8 / O 1 O'-6 /a 3'-tY8 3'-1Y8 15'-11 /s ANGLE � Q r ,� �o � - /e' 6' • � ,,'�� "W24 X �b �,n `�r, , f � _ . W2`4 x.7b � �.. _ �i ,� r��� yVL4 >t 76 '� m ANGLE � RELIEF v IS EXTERIOR �� " � 5 � 6� � � t '-O/8 m � � � M _ ANGLE _ _ ' ROOF SLAB • {t ��` 1'} �,� �� �I39' 1'} {139' t "� - � - - - � - Wt2 W12 m � �� � � m ^ c0 Wt2 W12 ;o � O O � 18x35 W18x35 x19 x19 W18x35 � 8x x X ,� ; � 3 , • � 4 x 18x3 W18x35 3 x19 x19 W18x35 18x3 � � � � v m LLH 4 X 3� �n � �n L-b x 4 x /a � > `v �� » �.��F x � F ' � U' . . co �n . Wt8x 3� c�v ��w, �` , �,�s � ct3 ,� � ` ..WtB x �5 L6 x 4 x �fi LLH �n u� ,� �n O � �o ^ x STONE X X 138 -4 x x x LLH STONE x3 3 �t39 .. 1 } ' l f�� � ` Y � " " p � (t3q'-t'} , � 18 35 STONE RELIEF x x 5 . x m " � � RELIEF � � , � ANGLE, 3-SIDES � 138'-4 � � RELIEF � � ' - } �� � °"� ��,� � � 1N24x76 ' x � ao ao c0 c0 c0 v ANGLE < �t1i24 x7b ;% � ' �XK �` ��� � {# 3�3'-I") :W24 x75 ao ao � Q � N �N���..e.-f - - - � _ - � _ � _ `0 _ � Q � ^ ^ � 8 x 35: i39'-1 ' r � ,��'�,ilV24 x '�6 '' y t39' 1 ' � W18x 3 . 1 x 35 � ^ , x � � � W18 x 35 W18 x 35 ' �o W18 x 35 � ���'�139`'I'3 s, �" � ' � • - - - - - - - - - - - - - - - - - fr �, , N W18x35 `O 18x3 13 � � b' J W O W � .- � 0 m 3 'c� 'D 3�4 , S61 � � -� L.L � m _ _ _ 13 _ _ _ - . � - _ _ t3 _ � 13 � XG6 , ._0�,8 0 0 � 6- Q � � 3 0 0 . 56.12 � . O � �:i2' 1 •-2�/ ' 0 1 '-Exl' 6' v 0 1 '-45/a' '12 � m 5 �137'- 1 ') v O 1 -25/s /4 � � qy2- S6.05 p � 6.05 i i i W12 x 19 W16 x 26 W16 x 26 :o W16 x 26 � �' 9 � W16 x 26 Wl x 26 (j 37 Xl� ) , �137'-11 ') � � U � P (137'-11 ') , _ (137'-ii ') _ � 6 x 26 _ (137'-11 ') - - - - - S6 05 _ OPP. _ _ (137'-11 ') _ �O _ (13 '-11 ') � - - ^ J _ � .. J �..�_ � � 13 '-4' 10 1 11 1 O.N. � � w � ♦ ^ � 1 O 1 1 O 1 S6.01 � � S6.01 6 01 S6.03 S6 O 56.12 � V J � 56.12 S6 01 S6.01 56.01 � � � � - `� � M N _ N � � S6.03 8" x 22' TIMBER , ,� N � , � � W18 X 35 � TBIM ER .0. 138'-4' U �� NSS20 x g x Ya i W/g'�'i i � i � � �' L. � TIMBER BEA EACI-I IDE W16x26 � � � � RE� 13/S6.12 FOR (9 PLAGES) ,_ . ,_ , � L6 x 6 x 3/a BEAM TO BEAM � T.O.S. = 138 � (137 ii ) J � STONE CONNECTION tn t4 T.O. TIMBER 138'-4' O RELI EF COLUMN ANGLE , RE� 8/S6 05 , 6 PLACES � � O � LE � - - - - - - - � - - - � - - - - - � - - - - 3Q t i i i � � RE - _ _ _ _ _r_..�, - � � � � F a - - - - - - - -� - � - - - - - - - - - - ; � s _ _ ; _ � � � � ' ' ON NOLD '' £ �{ r -� -� P ' r } � 3 , O q E" ) �i , � � € x I � � �� , • a L � � .�p� 6 � ,__ ._�..__- _ � �N i i � i � �' S6.05 i i � � i i � i s � � � � R - - - - - - - - - �, - - - - - - - - � TIMBER BEAM EAGN SIDE � LEVEL 4 o • T.O.S. = 137'-O' o, � . T.O. TIMBER = 137'- ' � � � � E � � � � � � � � � , � ENLARGED PLAN NN s � - - - - - - - - - - - - - - AREA #3 - - - - - - - . � � N �� , � , � , i � o � t 1 1 I I I t 1 1 1 1 I o � � PLOTTED MAR vwi n � � CHK'D BY JRB w � p � COPYRIGHT � 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � O SHEETNUMBER � >J 1 � 1 1 1 1 1 I 1 1 1 I I T � - - - � - � - - � - - � _ _ _ - � _ _ ► + _ _ , _ , _ , _ _ , � 0 z . o � 5 ' � D . P .A. PROJECT # 06232 . 00 � T � � SCI PROJECT # 04- 187 � a 0 7 U N LL _ i � I r � i0 n i2 �3 �4 �5 I6 rI �8 i9 20 ?J 418'-2' OVERALL 0 27'-5Ya 8'-10�/a 18'-3Ya 24'- 4Ya 23'-117�' 18'-ilYB 5'-5Ya 13'-7�/a 13'-6Ya 5'-6�/a 21 '-10' GRID TO GRID � � I J o � � � � QI"C �'llt tS a � oc o > nc i i i i i i t � � i � i O t9 � i� 4 '-O' 3'-O' 3'-O' q �' - - - - - - - - - - - - - - - - , � T ' ' ' T T � 2301 BLAKE ST., STE #100 N N N N DENVER, COLORADO 80205 (V (V BG ' BG - ' N N 303 861 8555 F.303 861 3027 i ln � (n � � i �o � �o � i i i E � � i i tn (n � W � W B � -N N BI -N N I I I W W 0225 MAIN STREET . UNIT C101 Z Z BG S S T S gG S T S S gG Z � Z EDWARDS , COLORADO 81632 J J J � J 970 926 8960 F 970 926 8961 ' ;r i = = 4'-03/a 2'-6' 2'-6' S i i i i � S N = _ ; � I B � H IU— 1 gG 5 5 � 3'-O' 3'-O' 3'-O' 6'-i lYz 3'-O i 5 i 5 � BG 8�-� H � 5�-6� �-3 � ) i ( 2' Q � Q BK BK � m iT is iBG S iT T i Q Q , T i Q i � N • 4'-bg/ts i i i i � " . . ,_ t '- 4 ' 1 , 3'-OYs � �- 4 AB 2'-6 ° � - � 3 -� 7Y 4 -OY' 2'-6Ya' B I .rn B � . - '-�' 2'-6' 2'-b' .. � ., 2'-6" 2'-b� 2�-6• . ,, t._ i I . O � _ G K BK BK �� BK M _ �BG i5 � S _ � S S BG � T m -�- � BT ' tBB iBB 1 iBB iBB BB � B �• � �o ` � ' � �'-O% �� I ' _ i r � � BF .; 10�' 2'-6� 2'-6. ,. X � 7�-6• 5'-3Ya 1 '-8%a B . BG �• 1 '-N'a � - 1 ._5. _O T ,, 1._�l,a .�+�J BB , ,b K - `� in G � � � � � � � � � 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 6'-2 /a 6'-O' m , 2-6- 2�_b• ;; 2•_O' r� � _ . - t i i i � " �i. � �, ' BG ' ' ' ' ; b, � I �'", � O ih c� �'�` �o I AY _. ` BIGi -. BKi » � BK _� T �C i agE.{ � X .:�T _ iT iW � iT � X 5 W 5 X T T g T T -,� G � X i5 i5 i5 iX d iT i iW iT i �, iX , i5 � 1N ► �T - -, �p;y> � BD _ � T ( T .. -'�# fT � BD � ��. � � � . `BM T � , � � � � i T T X T � � . � ; � G ' � : , i � ' :; 8M - � . ' �`��� ., �. . � - � �o D � 2'-6' 2'-6' 2'-6' 2'-11Yi 2'-6' 2'-6' 2'-6' 3'-O �p � � ;o " , -� ;� �, i � , - t_ � •_ • � . _.. � �, � N ( I I ( I � � � 1 '-9Ya � ' ',_ . �0 4 b 3 b � � � T i� _ T T N i i i � i i � i N T • N T 3 O � � la �- i i . � � i i � � � 4'-ltYs . "' _ - . p � � i i i 1 - 2'-6' '-2�/s 3'-O' 3'-O' 3'-O' 3' O' 2'-b' 3'-5Ya. t � F � ��' � ' O i E r -- � t � O � O ( � � � � � ( �0 T '-O' 2'-6' 2'-6' 2'-6' 2'-6' � � � �� � � � � � � � � � i _ --� BK � ��. °� " BK � � `;_ BK . . ;:. _a , �' _ T - B4-I V til -� � T X 5 W 5 T ^'� T I I I I I ' ' „ � -� BQ . T T : � '� ', ;� BD -, I ' � O ' - X 5 W S X � � T � T � W � gG � W � W � T T�� X S 5 S X � j t i i t i T i � T T � S , T T S W S T T . Structural in T T m X ( I w I I I I I X I X T Consultants c - - - - - - - � � - - - - - - , - , - , � , - , �= - ,� ---- - � - _ � - - � - - � - � - - - - � - Incorporated '-O' � T _ T 'N 2 3Ya . T I I ( I I T lV (V _ T i i i i i -N X I I W I I X _ X N T i_ X X W W U X X 2 -4�� ��-� IT IX IS �W S �O � T IT X S W S X � T T T � X S 5 S . � T ' T �� i� IS � T IT � W W T S W S T T , 3400 E. Bayaud Avenue #300 1 I 1 1 1 N BG N N A N ' v Denver, Colorado 80209 BI � T w ►N T _� T , T T `� X W X i X ' ' � � � � BD� iD T Email Info�sci- denver com � � _i� i i i i i i i - - , - - ;� - - - ' ' � � . ( I I I I . - - - - - - -� - � - - i I_ ( �n�) �qa- �� �a Fnx ( �n�) �� �_ a �n� � I � I I I I I I I T - T c� `O 4�-�. �O I I I �O � � � � � �O X W X� X I I I I I ( I `� SCI Job Number: 04- 187 T � T N T I N T � � � � � � � � N ISSUE/REVISION DATE NO. �O I V — — _ — — — — — — — — — — — — 16' _ i i i i i i i . � i i � i . � - . � m X X Y W W U X X � S �O � BD T S W S T T T T gG T O I T I T I T I W i S T '-O' 3'-6 A� I T I S I W I S T I T I O ( , , . • � . , ,�, • , , , . , : i� in ,� r , , , . 3 „ �n CCD #26 07MAY08 O , . , . > . _ ' � BF " W T � T 2'-6� ',� ir I B� � T i CCD #27 15MAY08 - -N I i _ I I 1 I I I ` I I I I 1, I, Q ' � _ _ � _ • _ _ y�T _ _ _ �.�.�.��_ _ .1 D � I � � � � � � � � ' � 1 e � � � � � � � � — i V ' > W O � O I A� I - AZ I CCD #38 25JUN08 Q • 16.� X X Y W W U X X ', • - iX i5 iW iS i5 iX � T T gG T .m iX iS iS iW iS iX � : T S W S T T 2 :. "� ' i• i BJ �; 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 3'-O' S'-O' 4'-O' i 4 ''11Yz 5'-O' � � � BD ih T CONSTRUCTION DOCUMENTS 08AUG08 � T � -N I I I I I I I � I � � � � � � i` ' i I '� ' TOV UPDATE SET 10SEP08 I ' , ; T I5 IW I5 IT IT T T gG T T T 5 W 5 T > — . � i i i i i i , T I I 1 I I I 1 +� s .. � � . i . � _ '�} ,, T T T T T T t� y 4 , � � • t � � j � � • i� � � N (— � X X Y W W U X X L T T ' q T S W 5 T T � E - - .�—F— - + � F � , - - , - - 'O - �O - - - - - — - `"- - � 3 -ly �, I ' � �� �. T � � 3'-6' 2'-6' 2'-6' '-6" ' z 2'-6' 2'-6' 2'-6' 3'-6' T N N T , cn O I . I I I ( � 3'-O' 3'-6' t ' ' ' i i i i i i i - � i i i i i i � • i i i � • � ,'> �" �- in i X X Y W W U X X �� , , .' BG W T T � BG T 'v i �N i BG :o - - q T S W S T T B N F _ _ � ' '. �. k �' ' �y _ _ _ _ ` '- • ' •� , �, � , • •� ` .,. . � X i i (9Ya' T -�'m � � i � Q T X •0 4'-lYa 2'- ' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 3'-6' 3'- ' 2' � 2'-q' '-3' 2'-6' '-O' � '-O'2'-6' '-3' 2'-9' 3�-�i ' - - - (9%a ') i� -� 2'-6�6 � �O BG I I (9%a') BH �o I I I I �o BN �o i i i 3'-OYa 2'-6Ys R , , i i � (V N � N �qY4 �� BG N , ' • 3 -OYa 3 - Ya �� S � � BG � W ' T T gG T - � 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' 3'-O' S T BD U 5 � AY 5 U BD iBD iU i5 � q � i5 iU iBD iT � G - ' - - - - - - - - - T T AY T 5 W A`Y T � • _ � � � �a W G 5 5 5 S T i • i i �9/a i AY . ' i i i Ai � . '�,° � � � � � � 2'-9' 3'-6' (9%a' V N I I I I (9% ') V N I X �o m � T I I I I T `� OQ�O PoY el STF�F . . . . . n � 4 � � S 5 5 S T 5 5 � � 5 � S � � A � i. T S S q� 5 5 T , �T S W W 5 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' -6' - . � � i � � ' T ' AY AY p�' 'Q� 9�r• � - N S � BG � W °� T T gG T � W G � i i i i i in ,m v :��' � ; i i i i � i i iB ;o � � � � T � S � w � � � � T i� i� in � I S IS IS IS IT T i i i i '-O' f Bp � i i i T i g� O �o �� � _ N _ _ � AY - - - W - - � AY - - - - - - - i i i_ i _ A�� :�� T S S q S S T � T S � W i W � S � m ■ _ 4 '-9" � X S S qy S S , 9�• � �.��� • . . . . • 1 - � � � -'�`�—'�`- i i cn .o F S I O N P�-�� - T 0 T i T T T T - -� T i i i i � S S S A Y S T '1' X � '�G " l a "� � T � T T T T . '-6' '-3 2'-6 '-Or , �-O 2'-6' '-3 2'- ' � � � i i � i T i S i W iqY i iT �`o T � ; i � .b t i T � ( I I I ( T ,o i i i i i �O B D I I ( � i i i i T .� A T S S qY S S T IT S IW IW IS � ( cn � � AP � : AP `o � AY S � S � S � S � T � S S S AY S S N � X � S � S � � AY S S B� .� , � . _ � ., ( ' ' , � ;. ( . m T ° : � � . i � t. �. � T � � _�� Y ( O 2 5 � x r s � � i �.�. �. �. AP ; � Ap ;:�'-6' 3'-�' � ._ . . . ._ . . . . O , i i i i in , . T ° f � ,,�....,,,,,...,,�`""_,.,.�.�,�,. : _ - ..,�,.-„�...,�,�.,,�..............�. � 3 O' 2 -6 2 -6' 3 1 2'-6 2 -6 � . T I I I I . i 3 i i Ai I I X I � N S S O _ � ' �O T I T T �o LEVEL 4 ENLARGED ° T ' ' ' ' ' � � � - , _ � � �� m T X 5 S A X � X S S W Y X ke � � �AP.; , AP AP " AP =-AP AP AP BP AP AP AF� � =�,P AP � �lP . i T qY � 5 i W i 5 i T � � T � S � 5 � qy 5 � � m PENETRATI ON PLAN AI� EA 3 S _ ' � � � S � T 2�-6� 2�-6- 2�-6- 3� � � � , � , .� . � � . . � . , . .� . . � . � . . � � � � ; � � � � , � , . %a'=1 '-O' _ i� 2'-9 3'-O' 2'-6' 2'-6" 2'-6' 2'-6' 2'- co BD ����� -6 3 -7 � r" � � �:. r �« E � s �� ` _ "" � �_ • � . . � S � i i2._6.i2,_6. i2._ u� , � 3 _p 3 -11 /a , 3 11Ys 3 -t� NOTES� . 5 T X S S � �X X S S W Y X �� �:� � � , _ � �_ � AP � ; � � � AP " . �3 � � i i � � 2'-O' � 1 . RE� 52.28 FOR ADDITIONAL PLAN NOTES. � � � � � � � t '" � � � �m AY B i i i i i i F� �" ' AP AP " AP ., AP 2 _O. � � i i � ;r AP AP AP . DP AP AP �;* � AP ' AP � AP � AP T S T � 5 S AY ``� 2. RE� 51 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES .I " - - - - " —' ' — ' '� ' ' - ,� , iT X � S � S i Xi � , - �--�- - , , , BP '.� BP `-C7j'8' i i i i i i ` 3'-Oys . I� '�' — — -- — — A � � � � � � � _ _ �v _ _ _ _ ' • ,,,..,, � _ , _ , � � ,_ . _ � _ � _ �.- • � a • - • • • r • :, � i w � f � ... w � � • � • - i s ;� �� i �� N i i i i i Z� ' � 3 -O i 4 -6 4 -6 , � � -C7 . t 2 -9 � 3 -5� i 2 -9 f 3 -� � 4 wb 4 _b . # 3 _O � .,, 2.-6. -- � 2'-6' � T 2'-6' 2'-6' 2'-6' 2'-6' 2'- ' -N i i i i i i i ; . . 3'-O' 2'-6' 2'-6' 3�-1 . 2'-6' 2'-6' AY N 2'-6' 2'-6' 3'-1 ' 2'-6` 2'-6' 3'-O' `�' T � _ T S AY S S X AY X S 5 W Y T y AP AP AP AP AP "-- AP pp , AP . AP AP AP AP T S S S S qY Q2 m � m � �O �. • � T � X � � � � i � AP AP , AP AP AP. . ; AP , �p . : AP AP AP AP AP .: . . �' T AY S W S T T T J � - i i i i • 2�-6' 2'-6' 2'-6' 2'-6' -6' 3'-7' ' ����,�� , ;o _ � � , � 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' 2'- '' X N '-6' '-7' _ ' � 2'-6' 4'- 2'-6' 2'-6' 2'-6' T 'c� T o � � � � �: . � � _� . . . . . . '_O• ■ ;: ,�, •,� t - ' - - - - - � � �„ _ _ _ _ - - - _m i i i i � �� t '� / t t � r � : i � � , � i i .,.�. _i i i � - _m - - � � W ' � _ . Qi _ 5 S S i L�Y = q O � � � BP c� � , BP cv , � � , i AY i S i S i C T � �/ � � � � ;0 5 5 S � � . i � � � � � � � � � � r; , , � , : � : � � � � ,- � � � O 5 S �0 1..� � � N , S S in �o AP �AF" � AP ,; �AP � AP -�AP ., , tBF' � rAP ° iAP >. tAP ,.�AP AP �o m S � Q � � �O , (V - - - - . �� ��� ��� : . - . 1_ 1 _L _ _!_ _ _ , � � M - - - � 2'=6' 2'-6� - - - = � � � 3 � �, x F �� � � X -_ � S 5 - - � - - � � - --� - i BG S S �- � � �� �� � r � �� �� , ' �g ��� >�'� y � g `= - U AY S � - � � � � O •� � � ; �" � �� , '" ���,r., � i a . � � �� , +o ,� � ����, BP ` � � B _ 5 5 AY S S � 2'-6' �2'-6' �2'-6'i Y „�, ,.,, -,�,-� � �f�,� s V i i i , . iBC AY AY AY � AY �n � � � �o • �� � � � � � 3 2'-6' 2'-6' 2 -6 - - - - - � � � � ,o i 5 ,� � �, „ � , � ���� � � � � iv S � S 2'-23/s S t. � „ �� r � n„, , f S T N _ _ _ _ _ _ s s s _ _ � � � � � � �&6,�� ''. � � ) � � { - / � � � � � { � y � J6 t � � 1 � S 2 5 A � � �Y� , �` . ,_, �B � ,� �B , � � � � � y� _� N � � C I Q n I n I I � � � U �o , Jl I I , L11I I AB LL1 J� � I � � ( � R O O � ' " � ~ U � , . Cn c� � 1 '-7�/a I 4 e 3' O' 3'-O' 3'-6' � 3' 1 '-7�/e � Ya 3 -O' � 3'- ' 4Ye � � '-7�/a P - - - - - - - - - - - - - - - - - - - - Q J � � � W — � � � � Q — N i , i I f I 1 I 1 1 �3 -C � � � � �� Q \ � � m � ,^ V W O , _ / , , - _ ' -v { ,_ �.,-...� � � � � ( ( � � ( , � i .. . w.. � - 3 � � � � � � � � � � � � � � � � � � � � � � � � � � �� t � � � � �� �� � � � � , � � �r , � A p r � , N N � 1 _ _� �tf , l_ __, ` _...,_ _ _.._.. - _ � � `� N 1 1 1 1 1 I 1 1 I I i , 1 � ¢ rF-i � � °' R � ' LEVEL 4 ENLARGED �, � . � �� � , , � , , � , � � , , PEN ETRATION PLAN ¢ �� s AREA #3 - - - - - - - - - - - - - - - - - - - - N , � . �� � , � � � O � o R '� f � � � � � ° � � � � � � PLOTTED MAR � ^ � � CHK'D BY JRB w Q � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a > 2 3 4 SHEETNUMBER � O _� I � I 1 1 1 1 1 1 1 E i I I� > T _ , _ _ _ � _ � _ _ , _ _ , _ _ _ � - _ f 1 _ _ + _ , _ ' _ _ , � 0 o - ,� 5 ■ � D . P .A. PROJECT # 06232 . 00 � o - SCI PROJECT # 04- 187 N .n 0 � U r � 21 22 23 24 25 26 27 28 OVERALL 21 '-10' 19'-1 ' 19'-i �/a 23'-10' 16'-8Ya 19'-OYz 15'-3Ya 7'-4' GRID TO GRID o � 19'-6Ya 2'-33 ' g�-4' 2'-05/ ' 8'-83/a 6'-1Ya 4'-7�/a 4'-9' 3'-7%a 1 '-8�/a 8'-8Ya 8'- 3Ya 2'-11 �/a '-8 5'-2' 9'-73/s � �-� O3/4 4'-45/s 14'-7�/a 15'-3Ys 6'-10Yz � COLUMNS N - � � � • � � QC'C �'11 t t$ . � � � � � � � � 6 , ' � , � � � J o Q I ' I I ` � I I I ' I I � I � ' I � ' I ` ' I ' � o > � � � � � � � I , � , � � � c� o � � � � � � � � ' I � � � I ' m � ` N N � �� -r I A 2301 BLAKE ST , STE #100 1 O' 1 O'-6Y2' 1 O'-6 2 O' � 3 i � 7� I i � DENVER, COLORADO 80205 (� N I i 61z� '-O' 4'-O' 4'-O' 4'- ' Lb .N. S ' � i � ' � 3-#6 AT SLAB i � 303 861 .8555 F 303 861 3027 W W i 8 8 i i 2 2'-O' 6Y2 i R�LIEF � �� I I I I � �, � I 6.. � MID-DEPTN � i �`O 0225 MAIN STREET UNIT C101 Z � Z TI BER AI�GLE i � S6 � i , a- � � �o KI KER, 5619 ' ' O i "O� i �+ � + EDWARDS, COLORADO 81632 � J � J » I 3 PLCS � I Dl � � � I . f I I I "S I ^ � 970 926.8960 F 970 926 8961 S = S6.05 i i 1 � x207 � 2x14 � 12 i � i i I � G I � , � � '` I � 1 I � � 5 AD D ARE (V N 6' � ' Q Q � � E ERIOR V 1 u � � I I I I � 3S �� ��'� i � ROOF SLAB � � - � -�` - - I - - - � - � - � s� -� � - ��" �� - - - - +- - -� �-- - - - - - - - - �Wt $ x35 � ti '. _ ° � 18x35 � N S4x4x3je Wt6 26 ���6 � � � �g ��+ J� I ��+ �Y• i _, � � � . � �+.� i O P ST ��137'ail ') i/�+ ,I � b � i + .�' � i4 i •�'S � � . �.: __ • � • � B t8 � 5C7 � � "..' ,�` � 18 x 35 •'S `� �. 4' xa2' .. HIGH t :. 18X35p i c i 0 W18x35i i i ' i i � � ��+ i i �� ���� � �� ' � �ONCRE7E X � a 8 � °�, ��: ,�,:, GURB . , ' `.� � � � ��� � � � , . +� 1� +�� � �� + � � W16 x 26 � � ,,,,,, , 1 _ � _ i 'n � 1� � � - - - - I - - - s-- -�- _ b S - - -, - ?" � - - �� _ 4' _ 37�71 L - � - - - - - - - - , A, I�tti�x� Wt�xx`.35 - �x3�s- -r f` � c� � �'_'1• I t8 35 J .• , W16 x 26 � 138'- 4 ' t � �' co m i n i i +� N U 37'-11 ') ( . I ��+ A �� a . ' i 3 x _� i x +� � , .�si +�, � O �� 'v �1 � g -' W18 x 35 � 18 35 W18 35 Wl x 22 O L6 x 4 3ib � 1� 'h 6 S � \ � b• I m '�o , � b.04 7' i a i � S-1 3 L.LN. STONE � � •p� � ( 1 � Qti \ � i c0 ^ � � RELIE� � � �i 4 W16x26 _ _ - W18 x 35 � W18 x 35 W18 x 35 � _ ANGLL- / - - � - - `L!� ' - I 4 _ p+� _ �j _ U 37'-11 ') - - - - - - - x35 � � i i i � i i � S � �. �G�1 S; • .� 8.� � � �,� Structural _ '� i • m y / � ,\ ,� ��. S�� '� a,�, � � � \ �p"� � 2' HIGH . Consultants � - - , - - � - - - � - - I � � . � - - G` Incorporated c0 � i i i � 2 6'.i i +� I � �'�� +� ��� 4 +� �s � b W18x35 I I S .Ol I I I s • � ��� S � �j, b 6• , � ' 3400 E. Bayaud Avenue #300 35 [i5] W18x35 , W18x35 I h I • � + . o,' � i � W16x26 , a�,' Denver. C lor do 80209 �' � ' � '� v .� .s �3 `9-`r ( i �7 - ii -) � , � � � I � � i ��+ \ � '`�i�+� i � �p+, y� � +�s �j, y� � \ �r' \Q i� (303) 399- 5154, FAX 303 333- 9501 m � � � � � � ��,,1 ,C + � J �� Emad InfoC�Asci-denver com 5� . x � x • t x i i i - - - i - - ' - � i - � • - P �4j i � - - � - GC� - - - - � SCI Job Number: 04- 187 c0 c0 � c0 � . W18 x 35 � �O �` i � � �+ �j � � `* Y � � 3 � � I I , m � �' �F � ( '� � + �yo ��+�0 �S b ° ���� + ,� Q , � ���� N 'O ISSUE/REVISION DATE NO. x3 [15l W18x35 W18x35 W18X35 � x � `,'►� .� i ; i .�4� ir, �� 4 S `� _ � c0 _ _ I _ 4� _ _ _ _ _ _ _ • _ + _ `S � � _ _(:�'� _ _ _ _ _ � TOV RESPONSE 12DEC07 Qj Q �� + � • :o � ' � 18 x 35 +� , !y� '�g+ i �i� � + �• • x 26 b •' TOV RESPONSE 11 FEB08 5 `o ' ' - - - - �+ � +� - - - � v�• _ (1 '-11 ') - - - - - - N � , � ^ 4 W18 x�35 i ! : J • .� � `s: � i O� p� �• � 138'-4'i � - - _ _ D x 35 [15 � W18 x 35 18 x 35 6: � � � � � s � p� CCD #24 23APR08 Q � � , y, � . • "1'' , I �� Q �+� I �8� I ,0 _ � � CCD #27 15MAY08 Q cn �n � m , � M Wi8 35 � 6 ? �s '� p , � ,� 4 � 5 �' �p x � x x I ��, � � � W16 2 O� �A , � .03 ;o � � �` � � I I � � � J� '� l�,i +"� �� , U37' ) `L \o. I � O CCD #32 18JUN08 Q � � LEVEL 4 ENLARGED PLAN AREA 4 �-=� �-o' � _ W18x35 _ W18x35 � W, x35 +. � � � 6 �+,� �� S � .��� s >> � � `O CCD #38 25JUN08 0 i W18 X 50 [1 O] _ � � _� 6� I1 ,o � i i , ��` , i �� � . ;� �h � E CCD #36 23JUL08 Qj � � � + � . NOTES� 5 , � � �_�Ye 6 I ��, 8� � 4 I +�, h 3-#6 AT SLAB � CONSTRUCTION DOCUMENTS 08AUG08 • � � 1 . BOXED NOTES � INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. . � I ��,� 9 io ` I S I MID-DEPTI-I � -,p . . xxx-�oc• x 35 [15l W18 x 35 W12 x 22 2 -6 W18 x 35� � F• W18 x 35 i i Q 2. TOP OF SLAB ELEVATION = 138 -6 , UNLESS NOTED TNUS� �-. _ _ _ _ _ _ - - - _ � - . _ �p,� - _ - - - _ - - - _ - - _ - - F CCD #42 28AUG08 g 3. TOP OF STEEL BEAM ELEVATION = 138'-1 ' UNLESS NOTED TNUS• (XXX'-XX'). W12 x 22 � TYP. �+ ,O ��' S � .�a i T.o.s. 5 . . � � i � 1 i 6 • �� . TOV UPDATE SET 10SEP08 4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED TNUS� . ��_�• . T.OS. INDIGATED IS TNE PROJECTED T.O.S. � � 7 Q �� �� I � ^ i � � , � 4 i i i i � � AT THE � OF THE SUPPORTING BEAM, WALL OR COLUMN. SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED '� � 6.00 • S• x � � I I � 7Q ' � a i r �o ON PLAN. � i � �S3 � � '' c0 ` • , '�� 5. PROVIDE 3/a' � x 4' H.A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS� [XX] WHICH INDICATES TOTAL 8 x 3 5 W 1 8 x 3 5 3 W 1 8 x 3 5 W 1 8 x 3 5 � 9• 3 W� g x 3 _ �ti S 5 4 x 4 x s� _ o. _ ! _ NUMBER OF STUDS. EQUALLY SPACE N A.5 ALONG BEAM UNLESS NOTED 0T4-IERWISE; WNERE NO STUDS ARE co �n � 6' • . i G Q REG/ST � . . . . . . IN�D I G A T E D P R O V I D E 1 S T U D P E R 2'-O' S P A G I N G. ;� ;n , 3 . 3 X 'N 3 - , � - �� � g� x 4 x 3,y • O Q P' p,oY g '•F 9F 6. �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SHEET 51 ,00 FOR STEEL � � > > -4 �a 6' m 6' S'-9 /a , 4 -10 8 � + I � ' p�e Q�, qq�. 0 D E C K S C H E D U L E. • ` .�� L.L.H. STONE � � � � �, �, 8 x 35 W18 X 35 W18 x 3 ' i � ` RELIEF • � � �; ; o : 7. RE� SNEET S1 .00A FOR STEEL BEAM CONNECTION SCHEDULE. , � � ANGLE ��� � ip : � ; 8. ��' INDICATES A MOMENT CONNECTION, RE� 1 , 2, AND 3/56.00 � � Q4 TYP. 4 I Q ' � � W18 x 35 `Sy � W18x 3 _ _ �°' _ _ � _ _ _ � _ _I � _ _ _ _ _ _ _ _ '; .:� � 9. RE� 53.00, S3.01 , 53.02, S3.03, AND S3.04 FOR GORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY - ' _ ^ _ 6.00 ^ _ _ _ , _ O� _ . _ � _ _ _ _ N ,09•�� .��C�� PRECAST SUPPLIER. � ' `� 4 �: � � m I h�'ti' 1 • O� • . ° • • • `� Wi8x35 � W18x35 W18x35 �� x . . � . L6x4x3�a � Z.�� SIC� � IP�-�`� (�, )p . d 10. 'SC' INDIGATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP CRITICAL. x u ,o � � � ? ' � 6' � � , ��`I� '�� S601 N � LL.H. STONE °� , �`'�=� $ 11 . GOORDINATE SIZE AND LOGATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MEC4-IANICAL ;o X ;o x � '-t434 � '` ;o N � RELIEF ANGLE `O O , DUCTWORK WITN ARCHITECT, MECHANICAL ENGINEER AND SUPPLIER ;� aD ;� °� ( x 35 I 18 X 35 �v 12. �► INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WNERE PARALLEL TO � 3 � � W18 � i Wt8x35 W18x35 �o W16x26 J { A WALL OR CONGENTRATED AT A PERPENDICULAR CONDITI ON x W18 x 35 _ W18 x 35 _ � _ _ _ _ � _ �� _ _ � _ _ _ _ _ _ . _ W18 _(��ll-� _ _ _ _ _ 13. RE� SNEET 51 .00 FOR LINTEL SGNEDULE AT OPENINGS IN WALLS FOR 4' STONE VENEER. '� 5 � - � - - - � � � - - � - � - - - - m ' - - D2 - T38`� - - - - J� �� 14 . PRECAST SUPPLIER MUST GOORDINATE ALL OPENINGS REQUIRED FOR MEG4-IANIGAL, ELEGTRIGAL AND � U 6,00 m � �O � +t� � �. G'�i�, � '� m i� � � O � � PLUMBING TRADES. g 3g `r u� � I W18 x 35 I � S I � � � � -� � W18 x 35 W18 x 35 x W18 x 35 ;o 15 RE� S1 .01 AND 51 .02 FOR COORDINATE PLAN AND SCNEDULE FOR GOLUMNS NOT LOCATED BY GRID TIE. � ,� ,� ,� - - - 'Pi� - - -i �Jttlgx-3S - - - �n w 5 � - - - - - - - - 16 QQ INDIGATES STEEL GOLUMN, RE� SGNEDULE S1 .04. � uvi m m X I x m I x � . tO m m � m m v m m x 6'-10J�' 3�'C�3�q 6- 17. TYPIGAL COLUMN AND HSS POST BASE TO GIRDER DETAILS, RE• S101 . � � � °� � i � � i � � �;1 E � i m x ' 10 • 18 RE� ARCN. FOR EXTENTS OF STONE RELIEF ANGLE 1 � W18 x 35 `� 3 W18 x 35 � iO W18 x 35 � � W -� 3 W18 x 35 `O � m S6.01 '� S6.01 W18 x 35 � W18 x 35 ;o W18 W16 x 26 ; 19 OINDICATES EXTERIOR ROOF OVER STRUCTURAL SLAB RE� ARCN FOR WINTERPROOFING AND FINIS!-aES. i i � _� (137 _� � •) � 20. AT LOCATIONS MARKED 'S- 4 SIM.' USE A 3/a' END PLATE W/ 8-�/a' � A325-N BOLTS. 3' SPACING AND 1 %s' EDGE `V�j^ I i � I • ^ � M � DISTANCE. . 6 � � � ic� io ' I -^�' in � 8 ; Q - - - - - - - - - - 8 - � ' - - - - - - - - m K 4 _ � � 8x35 STAIR FRAMING � ' AND LANDING � •� � � . � i , � � L6 x 4 x 3� m r , � 2 � RE STAIR I � C 6 p� � � N LLH STONE -- � V 56.01 � x SUPPLIER � 3 O S5 01 x � � RELIEF ANGLE cr� � � O � � °� i r � i c�r '1 W18 � 2'-6�/a 1 '-4' � 3 I _ W18 35 W18 x 35 W18 x 35 x 35 W18 X 35 ' W .. ,, ,, , ^, r . � _ 6- p � � Wl8 x 35 W18 x 35 � '" � �" � m i � � m m . � > � Y `� . t , ' X3� L6x4x3 _ _ _ _ _ - - � - - x �0 ii w x3g � L � � W EF ONE LLI-I STONE � , B 4 � . 1 '-8' 3 � 3A E � � � � 3_ m ' \ � � LE ANGLE � ;� 3.0 ,r -�'� i " � 6• W18 x 35 W18 x 35 � W18 Wt8 x 35 x � Z - - - - - - - - - - - - - - � � . 1 '-O' 3'- 4' 18'-2' 1 '-O' � °Q i� �o � W18 X 35 W18 x 35 4 ' - - - - - � - - - x 35 3 � � ! � 4 ^ � ,� � y r � w � �� S501 � FULL STOR TRUSS LLI-I STONE S6'03 `� '^ LLN45TONE � . M � � O O � • 5 i j . i RELIEF ANGLE . � � X � x .� S501 ' � O `g - - - - - - - - - - - - - - - - - - ' � � RE: D/S3.07 � RELIEF ANGLE � O Q � � m � � 6 � � A �W10x2 W18x106 ,n , � �O � 0 � , . � � StM i � � 5.01 .� �,,� N � 6 � � _ _ _ -9,F,� ,•���. _ _ N � Q � �y � W18 x 35 - - - 4 � ^ - �o � W16 x 26 LL 53.0� J W p w '- � 6• �n W18 x 35 0 � � (137'-11 ') v � � •t ' � ■I � k W18 X 35 W18 x 35 � � ;0 138'-4' O .N � J ^ �r v X ,o � i� ( � io /� ( q0 ch W16 x 26 ^ � O 18 x 35 �� i � � � v 37 -11 '1 � Es.ot Q O W12 x 19 W18 x 35 W18 x 35 137'-11 ' , � � (137'-11 ') . 3-�6 AT SL B � - - - - - - `� - �18 �5 - 2 - - - 9'-103/a - -� - - -� - - - - - - - - � � V LL - _ � _ , , _ i - 'O MID-DEPTN i _ W18 x 35 _ _ _ - _ ',o P � � � 10 ;� W16 x 40 o W18 x 35 . J 0.4-I. - - - - - - - - - - - - - �r- - - - - - - - - - - - - - - - - - - - w S6.12 8 � � � � Q ^ • � ^ N `D u � N ^ � � . 138'- 4 ' W16 x 26 � � W18 x 35 W18 x 35 � -^ W18 x 35 "v � � � � (137'-11 ') - - - - - - - - - - - - - - - c� d' � � i i i � i i � � (37 x126 56 Ol 6.01 5 01 ' � � � 2 � �-6 x 4 x 3� � � �--� �o �o LLH STONE � ( 3 W18 x 35 W18 x 50 56 Ot S6.01 RELIEF ANGLE � � O i6• 18'-3Ya 3'-7Ya 14' 8%a '-O' Q ' y _ _� x � r _. _ __ _-� V J � L6 x 6 x 3ifi STONE i "' \ � � � . ; L8x4xh LLV ` ; � RELIEF ANGLE ,o � � in � E � , _ ^ _ _ _ g � � W18 x 50 W18 W18 x 35 W18 LINTEL � , - - - - - - -� q � � � � rn co 6' EDGE - - _ - - -_ - - - _ - - �- - - Q � : � ' `� �, '� � ' � � � x m � x iO OF SLAB �- , � � � 3x � � 3x ' � , � W18 x 35 � W18 � W18 X 3� W18 ' ,�_�_ :__ ' � � m � �n x 35 x 35 11 � � � � i � x i O Q4 i O S6 03 � � � 'N s �o � � �in 5-4 ►o 0 2 W18x35 SC SIM. 1� :o W18X50 � S601 - - - - - - - - - - - - - - - - - - - - � - - - - - - - ' - - - - - - - - - ' ao , , � i OO / 1 '- 2 , R o , `� �' 4 � W, 8x5o � o � 6 � LEVEL 4 ,rvrsx'z� - - - - - - - - - - - - - - - - - � °' 4'-, ° • 13'_, • 4'-, °r- 6- - ENLARGED PLAN 3 i � 6' � ;o (137'-11 ') �o � , 138'-4' i t i i oi � c� _ _ ^ _ _ - _. � _ _ _ _ _ _. _ N � � � � �O W16 x 26 "' W18 x 5 W18 X 35 W18 x 35 (137'-11 ') 10 v�� � �a S6.01 ' OD � O to �fl `� � . �n m . m x � x x aD x � � � i i � i� `O � � 2 i � t � � ^ o , W18 x 5 W18 x 35 W18 x 35 S6 01 � PLOTTED MAR a`�i � � � r CHK'D BY JRB � � � 6.01 •� 11 _ � � S6.03 � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS p p -N 4 _ - � 2 3 4 SHEET NUMBER J _ _ _ _ _ _ � � � � _ _ _ _ _ _ _ � � � _ _ _ W18 x 3 15 ¢ i � t � � t i i � o - - - - - - - 8 6. ,,,,� Q _ - - - - - - - - '� 6' a �N � W16X26 W16X26 � 5 � � _ (137,-� � •) ;o � 3a�-4• (� 3��-� i •) D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 N � O � � U � LL � . Y 21 22 23 24 25 26 27 28 OVERALL 21 '-10' 19'-1 ' 19'-1�/a 23'-10' 16'-8Ya 19'-OYz 15'-3Ya 7'-4' GRID TO GRID o • o � ' • - � Archit ts � � � 1 1 I 1 I E 1 1 � OL � c9 O . . N i — — — — — — — — — — — — — — — — — — �' A . 2301 BLAKE ST , STE #100 ' N N .°` `�. DENVER, COLORADO 80205 (V (V �` ' 303 861 8555 F 303 861 3027 � � i i � i i i � ' 0225 MAIN STREET UNIT C101 Z � Z � T "': EDWARDS, COLORADO 81632 Y 6' 970 926 8960 F 970 926 8961 ; J � J 4'-4' 3'-4Ya . �, • U U 5._6. ,_3. i ,_ 5 . i . / • �;�� \ S U , / p �b T `6�� � I��- �- O /a � �I Q Q , i i / 5 � � T 6'. T , � T i T �g�. ' �L� �� b � T S � E 6� � �6. l ' \AZ / 62. 5 Q'. 1 1 6 / T � ` � >`-b" , Z'-6' 2'-b' 2`-b' 1`-4". � � 2'-6' 2'-6' -6' 2'-6' 2'-6' �hbT b U ' � � . S a'. 6• , �,�b T in T S . 6, ' S � . S ?6'. �B r B B i i B B � B B � B B � B b 6 � 5 S S � S i T i � s _ _ �y � T �6• - - - - - B 1 '-t �e � ' . , �, g t ,b i S S � AZ . � AZ S� 5'-5��f6 p' �` T• ' W ' / �i. �. _ , r . , i _ � i ' � �1' T `° � � I ry � BC B� � g � . S� � , � ` ?. � I 2,-6. / � � I I "� ' AY . . N i , . . � � 0 O. 3 . � T 1� . 17 � B� 5 W 8Y2 S 5 S t , �p S � ,b ./ � / X� . � E i . _ � „0 � , / . ¥: _ '� BG AZ qZi � ' . .b �, � � � W � / � T �,b , �` / �:: � i W BG i AZ S I S ,b �2'-6' S T T 5 ' / , W ' / 6• � , �. r �-, t � : � E '� , T �o � : � � � ��` � � � i � �-�� A,-�,�' � � S 3 ,0 T 5-� X � � . � � � ' X � T . �b � � BS . ,b T � _ 7 T gp S i W qZ = , T S W W W , 5 � � . S � � . �l. X ` � � X 2a- , ��6 r r I T � � i S � A � 5 � �C �o � / , � � � � b T � 5 �, ��, � S ` U C ` U � T i i T � i � T i i i i i m � . � � S , b T a'. T a'. Consul tan ts _ r � . , . � T - - _}— T = 2. p. - T - S ' � / � � 3� - "b 5 � X �6� - - - (i Incorporated i� �- � - � � --�- - - - i i i i i S � � � � W S T T , 5 W 5 qZ S W W W ,P S X p Denver, Colorado 80209 ' i . • X/ ' / . �p p A / ' 3400 E. Bayaud Avenue #300 N � w AZ 5 -O' b c,� E � � �� � � p b . . W �� . ( �n�) �QQ— �.1 �,d, FAY ( �n�) �� �_ Q�(11 � i i � i . / . b 5 � ' � W ' Email InfoC�sci-denver com � i BDi T T i T C i 5 , S � � X . X � � I I I � I_ � _ � � � _ _ I , I _ I I I I I � .I / q S / � �• ' � � ' � i � � SCI Job Number: 04- 187 , / �, BG �,b S A�' / / � i i i 'c� T � i i � T � i�I T i i i i i ;o T � . S ,��b T � X , w , B :o b I � � � I I I I I S `� T ' / � 6. S' � ry BD , �� s � � W � ��`� ISSUE/REVISION DATE NO. W I S T I T I m i S�W i S i qZ � S W AZ i S i W i w iAYi � � � ` S� � �� S �b � . W ' .� � � � . _ _ _ � 'o S / � w ` a � CCD #27 15MAY08 ' B� � T i i i T I T i i i i i C T S AY S `��6-� � X � � / � w ' � ' � � '� ��\O CCD #38 25JUN08 Qj - -� - � - - � - 5 � 5 ( � AZ f T S W 6 qZ E � ` � � �y � `1� / X . T ' X/ ' � rj,' � ' � D CONSTRUCTION DOCUMENTS 08AUG08 . W S T T , i S W S i AZ � AY W W W i AZ I I I I � R . .O T �� T . . � � . -�.� i ' h � � w � � TOV UPDATE SET 10SEP08 B DIi� T _ S _ 5 ^ N � T � T � � 5 � A Y 5 T ,�� S S . / X . i� ;n T � i i T 5 � - � � � 5 i i i i � i � S AY �� � ' � • , O i i i _N i i n o i2�-6' i2'-6'i2'-6'i2'-6� i2'-6' � 2'-6'� 3'-7Ys . ."� T ' ' S � � / ' X� T b'O �\ °, W S T T r,,� I S�W I 5 � AZ � S W AZ ( ( ; . ,,� S M T T S A i W i W ` 'L ' � � X � . O - � - - - _ - - - L - - - �, - 1 - - - E mT � _ �_ _� i BD T ' i i i i i i i T ' '�O�/a � X T � � , S � X� � O � � .�� i i i i i � � . � S • _�n W ' S T TI g I N S W I � S I W I I I S I w I W IAYI J. — T X AY W W I X �b S Y / � - � - - - - - F 2'-6' 2'-6' 2'-6' 3 6' 3'- ' 2'-6' 2'-6` 3'-O' 2'-6' 2'-6' 3'-O' 2'-6' 2'-6' 2'-6" B ._ll ��(6 '-6' �2'-6' � 2'-6' �2'-6' � -6' 2'-6' � � 6' � / 2'-O' 2'-83/s 2'-O' 4'-N'z' 2'-O' • ' � i i 3.-O' 2'-6' 2'-6' 2'-O' � 1 O'-3' 2'-6' '-9' 5'-O' BD� � AY �` i �, �. � � i i � cV 6, -� ��� �b '��p ;O 5 � qY 5 U BD T qY 5 5 5 X W U AZ S S S T ;o AY �' �� y � � 6� m -� - - - - - - G �p REG/ST A � � i i i i i i I 5• BD � � � �y �Q, �� . . . . . .. F9 i i I I I ( T � T i i i � i i �` 2'-6' �ie �a� T n O�O ��p,OY gq9� F ( SI i iS � 5 � • IS IS IS IS IS IX � X W U B ' �- ' '- ^ '- ' � � o s' : AY � � S S AY � o- 2'-6' 2 6 2 6 .3 6 , � � � � T '`� BC AZ � BG �'s. ��O ^ � S � 5 i 5 � 5 . i i i � : :c� �_ I i i i i B� Q i i i i i _ i i,� 'n I 3'-1 %a 2'-6' 2'_6' p -6' 2'_6' 2'-6' 2'-8' 2'-6' 2_-6' 2'-6 �/� - �` � - - G - - - - - A •� '•�� " -+ 4 S H 90 •• . . . . .••' � 5 qY 5 S � X W W S S v S i X i W i S i W i S i N S i T i X i W i W i S i S i T p � �. 5.-4' Cj�� 3'-6` 2'-6. SS�ONP�-F'� Q �- �O - a � iO 3'-05iSe ' � T 3'-OX6 2 6 5 ' I � i i i X i T � I I I I I X I ' ' Xe �0 2•_6�ie 7-6 �Se T S S � S i i i � S � � AY S S BD � � S � W � w � W � S � � X W 5 W S �o iAZ �'O �. � �0 5 , • � 4 W S 5 S T N B � i i i � in T 2'-6' 2'-6' 2'-6' 2'-6' ih 'v I ql i i i X i in i i i i i X i T O ._� �g 6 S � T X W 1 �2-S �e N B ( ��O I I gp a�� � �o T O U � I I I T I T � I I I I I I • N BD �`�- . , S , S :N � � � � � . I 2'-3 p �, s w w w s x ,� . r x w w s s � � ,� s w w s u � 3' C � O � ' T S S . S W W S � 6, , 5 'm BC i i i i i T i B i i i i � � i i i i S i T � V , I I �_ I I N I I I I 1 I N BC I I I I I ( I 'N B I I I I I I B �,• I I I I S � • S I I I 2���B 5 . I � 2 6' 2'-6' 2'- i i i i i i BG -�� S S W W W 5 W S W S iT iX iW iW iS � S � i I ( I I I �O iS iw iW iS is � I S 2'-O' � . � T � S � S � 5 � S 5 S 5 W S .� I _ LEVE� 4 ENLARGED _ _ _ _ _ _ � _ _ _ _ � _ _ ' _ _ _ i i i i i i � � �� S I T I — — � B T � V . .� PENETRATION P� AN AREA 4 ' ' ' ' ' ' ' . � � ° i i i i i i • � i i i i i � u? i i i S i • 2'-6' 2'-6' 5'-3Y8 .m U � �'=1 '-O' � � ■ , °� i i i i i V.11 � � � � L � '� _ B� �s____ � _ �i ��. s _ _ _ _ in NOTES� N _ Q K � ' T ' T , � i i i i i � U 1 RE� 52.29 FOR ADDITIONAL PLAN NOTES. N T i i i i i i � � � � � � � O 2'_6' 2'-6' ^� S S i m T m I I I I I I m S � � -�-� I I � ' � I I I I S I AY AY� � � _ AY . 2. RE• S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. . , � � . � , , � , , � , ,� , ,� • - . ,o O 3 -6' 2'-6' 2'-6 2 -8 2 -6 2 -6 2 -6 , �o co m J 3. AT PENETRATIONS MARKED THUS� �� PROVIDE �/s ' x3' HORIZONTAL STIFFENERS WITH A 3/a' TNICK FILLET X � � � � � I I .' O Y I I I I ( N AY I I � � � 5 5 ' S ' -p J WELD (RE 5109 FOR ADDITIONAL INFORMATION.) , ' I I I I I X N I I I I I I AY — N O ( I I I I I •0 5 5 5 5 � S � T S W W S S � S � W � S ' � W (�1 I I I I I I `; ' . . � , r ` . � � ' � � � � T � S � S � W � W � X X S S S qY T �• ''� X `r _ � - - - - - - - - ., , , � ! , , - - - - _ -, - - � � W � � � � � � � � � � � � x X 1 5 c0 � � . �, cN S _N � � � ' ' ' ' ' ' T I I I I I I �r IS IS IS IS S d S W W S S - - , , � � o � � Z . I T I S I S I W I W I X � ' X � AY � S � S � AY � T f � m � AY - - B� -��'`� � � � � • ; < • 3'-10' 2'-6' 2'-6' 2'-6' 2'-6' �o A Y— • � -- - , - - - - - - - N BD- - - 8D -N - - - M � � O T i i i i i i , . . . : ,, , . , . . . , , � � :. 5'-9' 2'-9' . i i i i i -p p- - - - -. O . � � � � � � , - ' " ' ' ' � " � ' �' � z�� .p �7 J J `� �� I ( I I I I . r L�� L� L?� �J �JD Z�.� L�� � •� Q � :o Q '-O' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' — — i� � � O N I I I I I I m Z 31E ;p � � � � � I I � � � � Q � T IT IS i5 IW iW � X . X S S 5 qY T � . � � T —I — — — — N Q Q �/ �/ — — � — — —� — — — m i i i i i T i � � Z . , i i i � i i � i i i i i t � i � qY S S S qY � S S W W S S J � Q W I I I I I I T N I I I I I I T i i i i � � I N 5'-O' 4'-6' . i i i � i i • B BD i i i i i i � � J L.L � T � � � � � ° T � T S W W S lev � � i i i i i •o U O O O � T � , I I I I I N T � S � S � W � W � S � S � , ^ � v , � � � � � � � '- I I I I I I . B� � AY � S � S � S � AY C� v� �^ — - - � - � - i i i i i _ i �o - - - - - - - - - p Q " LJ� i i i i i i A``(i� , i i i i i t J i i i i i i BU � . Bp .i i � i i m Z �2'-6'�2'-6' �2'-6' �2'-6'�2'-6' 3'-O' ,� � V J m ' 3 ' 2. 6 ( ( I I . �r—�—�—�—�, � � � i � i i 3 -8 �fe �o T S in � > LL. I i i i i i i BD S W W S � i AY i S i S i S i AY .c� � " �3'-O' �2'-6' �2'-6'� 3'-1 ' �2'-6' �2'-6' �3'-O' 3'-O" (,2'-6' 2'-6' 2�-6' 2'-6' 3'-O' T i N � � ,�—,. �— AY Cn E i � i � Q � � � � � � � J . � m BD i I qY I S I S I S I qY 3 -O. 6'-8' �, 2'-6Ye 5 2'V6K6 W S YO �9Ya ') � II � � O � O I I-O' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' � � BD i� � , 2'-6' N 9Ya') i i i i BC F-- - - � -- - _.-_ . �., � .. � .f_e..� , t � BD i � 5 qY W W S � q%a') i - AY - � qY � � � � � � : _ - _ - - -- - �-�- -' � ' � � � �. � � .� I I I I I I � _ _ _ � � � � � _ � � � Q � a �_ `� (� /? " 'i � � I I � � � ^ El 4'-O' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' �o " ` � 9%a') 5 a a iT iAY iW iW iW iS i N T , ' AY � �-� —� IAY • �-- -- -- - - � , � � 9 %a ) � m .� � � � � � � 9Ya' _ � _ � _ i i BG in N � � � 3'-O" �3'-9' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' � � � , BD ¢ qY W W W , 5 ;0 9B � � � � � V m O � N � T g — - - - - - –_ — - - - - - - - - - - R � ' N Bo� � AY � W � W � W 2�-0- ' ' � � � � 5._3. . LEVEL 4 ENLARGED �, � , �- � , , N � T T gp , ' ' ' ' ' � � � � � PENETRATION PLAN ¢ - - - - - 2'-6' 2'-6' 2'-6' -4 5'-8' N � N — - - - - - - � - - - - - - - - - s AREA #4 � N N , . AY �� �N—W W � � � �� � � —� _ AY� � � _ � _ AY � � � � � N � _ s � J � _ � _ S I , , , E , . � i � i W � W i W i W ^ PLOTTED MAR � . w � v' -� � � � -� T r CHK'D BY JRB � � i i i i i i w TT Q , I � � � I I COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a I � I I I I I I > SHEETNUMBER O � � t f I 1 I I I I > - - - - - - - - - - - - - - - - - - - - - T � . I I 5 ■ 1 � z•_6- -� o3f6 2•-6- 2•-6• 2�-6- 5•-5'�fb 2�-6• � D . P .A. PROJECT # 06232 . 00 � ' SCI PROJECT # 04- 187 N � O � U � i LL _ _ _ _ _ . � ' • - � Archit ts , � . 2301 BLAKE ST , STE #100 " DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 � z s 4 e a � a 9 0 � a a � � e b A e A � a �x a� � � �s s� �e 0225 MAIN STREET UNIT C101 O1�"" �- O1°'�"` EDWARDS, COLORADO 81632 GRID TO GRID S'7 �C'3' T'lUG 1Bi' 11''716' 6-0' S3' 10'-4 2 -437 19'-UG 2T-5$' 8'-10% 18''3� 21-4YC 23-Il�j 18'-IUG 5� 13-'735 13'i16 5�?{� 9 -10' 14i' 19''Pdi 23''10' 16�& IYC�'t 15"3�(� T'4' 4 -07{� GRID TO GRID 970 926 8960 F 970 926 8961 � ¢_ GOLLI.t�b 13''7Yl T-1U(i 439(i "4� B'- 4 '4�1'i 6-4Y� -8 '19b Si�? S'3� -q' 3' '9� B'3?� 4�B' 6-1' 9'-B%' ' 8-4K' '3 ' 16-5'L 3'-1Yi 4''4�? IC'13'� 4'-T 13'-9� 5-4;5 -1 -T O.OX' 4-6 23'-It� 4-8' 3�' 2-T 4 -4'� 14-89'i �-T 10'1� 4'U'� 19'iti'! BJ' ' 8-8� 6 'lUi 4'T,(� �'-q' 9'"T,� 9'-B� 8''3�6 'ti?( 6-10' 9'"795 4-19P 14 'T,fi 1S''1�i' 6'1qF � Cq,.U.N6 3 i 6' 1'-D!'i � i � i ��-� � •i � i i i i � i i i � � i i � � ��� � � i i i i � � � T-B'.i' ' ' T-10!'i ' 6 � Q � 1 1 1 1 i 1 1 1 1 f 1 1 1 1 1 1 1 i 1 i 1 1 t i 1 O � Q � � � � �i � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � � � � � � � � � � � � � � � � � � � � � � � � � � � �i � � � � i � � � � � � � i � � 2 , . . , i z o . 1 �3 � � I � � � � ( � � � � i � � � � � � � � u �y � � � � � � � � e � � � � � � , , � ♦ - - - - - - - - --a--- - - - - - - - 4 � '_'_'_ '_'�__ '_'_'_'_'_'_ _' ' ' _'_' , '_ x � � 'IO�t' 6'-iC � i TIA6!!R i i b�• � i i i 14 � r Z t � t � ' i i , i i 1 1 � � � � Q4 � Y-0� 8x8 T"3�'� i Q x � x x � � i MI � f 6 i � i t i i 9-�6 AT 6L.AB �o I �.yx�x� �yi1l d� �� QN�ECTICN I yy, �� 2 PL.C6 I I � x � I I A �OLY2 � 2'd4 POST. � I f-B3'i � I I 2 I � 14 I 6 � � I � � lm-_ I I I � T GFIT A-6' 1 66 � I'-6' S6A 10 11 � � � i � � i � i � Y i F�/ IE.Mab.t3 i T o � q 4 OE x ' ' � qCKGR , ■ I ' i i � 0 I I � '� � Q I ( I I I I I I I I I I I I I I I � I MID-DGP'TH I � SpT�O�E RELIER� n x x3S 1D O ta 4G64z4x � i � ' WI8x36 WIBx95 MA8x9S � � I i � i YVI6x26 i i , ' I ' � ' x Y PL.C6 � � � I I , i , x ' 6 I ' � � 6 � "4�57 UY- I � � b ' ' ' � 4x � i i i I � 'Q i � � 49'$7 i 6x?b � � i I I '�� i C � � -Ijli e 4!'-11Y't �7_ . a ______________'___.____ �__ _ (144i') �- x33 x 6T RtL.I I O a a x I b � � x I I I I NA6x � p , � � I I 144-10' c I � �� I Q � I Q = � i y'� � � �� i � YVlbx?b • b�q3 � 6x?b � i i i i i + � � + � g g i i fl443 ) � NiIBx% WI8x3b � � `o i � � � � � '—'___'—'_'_'—__'—__'_'_ '�'—_ �}- —' �' ' '— _ � � � � tl4439 t � r ' '_' ' '_'_'_'_a_' _ �-_.' _—__'__—'—'—' yy � II _—_—_ �_ � 1 x x WI6 60 �ex� 2 2 I I I - � -0 6. I Lbx4��h LLH `Q I �q�'S� A I I � ♦ I b. • � —'r_� � r , '� -. � � � � _ � � � � � � � i � , , � � . � � sra�e �..er � 0 � 0 7 � � I_ '�9fi ' � � � � � I � a + k a+ � 6 0 � i ;r s � � � p �"'� i WI6x76 i b b �M i � �}it 'i! S • _'__'______'_______' _ �_' - � 1. � WIBx33 � WIBx � J � - _' WIB 35 ' x � . _ ��_� I _ � �o- x +_ _ Y � R�"�� 7[ 1 tl44-0') I _ _ i 4 `� „ x i ` x i _ �% � 1 ' � _ ' � _ _ _ I � �� � Q �44-00' _ ' — �{! � _ —' 4' WIDE 6' FEIGFIf 1 �i I � , a- r-s• � -�----� �-- k — '�- — �- + caNCRe cu�. f io I n � t tna-�o- �j � I ( 'P v�ns 3s i I � �.•� c. ' � � � = � � � � F � � 0 " � BLOCIC AT DOCYt o + 'r ■ m � x i � � �p STOf�! !F " i � 6x?b � �o � � e, \ WI6x?b 44- + � + d4v 1 I e d °+ x� x � � � m � ;, � aac�c � � � o i �„a-�o� ' / � E y n4a-a7 � �FJiNG � x I ��43'J WI8z35 W18x35 i _______________________ �_ __'__ ' _ ' . ' w ' ' '� , W16x26 ,o I i q4q37 �' WI8x3E 3 1M8 ' NA8•96 8x36 WI8x36 ■95 WI8z37 x�sur � � � + + ,h z ' ' —'�__'_ _ '_ � � ��_ __.__ �Q . -.-.__ _ _ __'_________' � � 04Y�J'I i $ � 6' � + wgt � ' � + � � � xN r I WI6x ' 49'-1C z I axD 'P 4 ' I p x `31 m r•' / � `M in ."�o . F � ��i � � � � r� I - 6. y� I I � p I � � I � � , � p . F � � • x x � B'i�(i i � p TYP � 4�8� F p , i Y s i 6 � � f. r3 � � � � + . S-'J � i i i � � � � .( �!f i � � '�. 8x3S NABx3'S + � WIBx60 N8z39 x YMBx�5 WI8x�30 x z x . @ �g + � � � � �� ii i Q � � x i �x4x'k LLH� WI8z33 0 � WI6"35 6! � ,� � � _—_Y_—_ _ _—_ _T _ _ � � � 5" WIBx36� � y'�8"36 � � � � � � _ i _ �, � _— � �t' j � � � Nn6 —_—_—_—_—_—_ ---t T-- - � --}I —YI `=� IF � sTOrt �� � M s-� M ' . •• ' � e�i d44 ti • C •• _ _ _ � - ' _ ' �' WIBx35 � ' _ _ � _ - �- � � L6z a lLH � ��� � � _�'7'�� � � � � Lbx�x LL41 � - Lbx4x� LW � 1. _ _ _ _ � B� � + b � _ _ C S t r u c t u r a I 1 i � 3 �'+ �, � YV16x?b m m � � � i + i � �y � I 1 �i -�' M�i �i „ � � i I � ST R�IG� �3 ti "� ti I � �g �` I 04439 SAN�@ �� � I `�} a+ P�i, � � � � ( x . . xx I m � � * T Mne■� ss 0 � i .• � F � � � � i i I i � I O � O ■ I � � � WI8x63 i 8z36 ' W18z35 15 WIBx 5 � Yv f W18xbS WI8Y96 � VABx33 WI6x}i� MABz� �, i I 0+ � � _ h I f. WI8x3y gx36 WIBx36 NA8x96 WIgx36 MII8x95 i + � i �O ir * � O i � {/y, � � � � r I I IYY I � WnBx33 o n I I o n 4 �i � � w°� n I � e+ +�� b� �e � + �__ 9_'_'_' O � � � V � V H � � � � • � � � � � i � � x � � x � � � � 6 � � z i x x i z z � STAI !'RAMING � x � a � � x t � '_� ' __' __'— _ _ + B � � i �! Q � I � T � Q At�D ING BY T � �0 ' �p T � • � i s� • ' _ ' � n n � I I � I I I � W18x ' � � I I I rS � ' 3 "3 STAI 6LPPLIGi � 70 �3 r5 b � i0 � 0 I e+`�J I "b A ►� � O' � `��' �O� H � I n c o r o r a t e d ' WIBx36 4 � WIBz3S I Ip _ WI6xl3 W16 D5 ~ NMx '� 6x70 I1C • ~ � ' ' - ' 46 I15] 4 WI8e36 61 4 x [16� 1� ' 4 W18Y90 [I0� Wl�x'� Wlsx'b Wlax � � � r' � � � .tre+ � +? � 0+ hfa+ y � , ♦ .� �` � p M , ' , ' " WIBx36 ' 1 WIBZ ' WI6x36 ' � � i� ' ' ; Y � p WI8z3S _ � _ _ ' _ _ � 6 + _� _ �_ _ n d� ♦ __________ h ,, S n � � 6TAIR Nc �r• a s •-4• � � , , e za 6' , 3400 E. Bayaud Avenue #300 D - - - - - -- -- � nro u,w� er - - - � - � --�,— " ` - , „ ^ - - , - � �- , � - - - - _ -- � ,= ` � �� - � _----_--- - p Denver, Colorado 80209 1 x 1 ! 1 � 1 O � � 1 i . .,. _ t7R � � i i � i � � co e �o i � ��xq�xli $ o b IAl YA�z33 � \ �' - �f � � 303 300 - 616 � F I T I �� I I x me z me:x� � ma.a io m .a a.m me s� s � me uo me.A . me q -y i � ` I � � � AX �303� 333 0601 � �� Bx33 In I m Y-�' 21 - f I $ �O m � ►. o i _ � ,! ii i i � i � � � � x � x �1 x i 7 , i � FiSi �6• � � � n i WIB ? � d MABx NIIbx3'3 � '� -P 21'-0' 8'-�' ' S v � Y� � x Q � 1` � +� I � 3-�6 AT +`�1 i� 0 44-1C "�"re� � ■ ;�r � ■ � '�6=6"� m 0 � � � � - e�v rca . . . � � s�ne o E SCI Job N�umlberen04- 187 I � '4 eaow � m � rievArax - Y - . 7 � 7 � ' � ________ '_____'—_—___— '— __ ' __ ' •� x � Bx''� � �o � TYP � � �° � � .o q�ylpER � '� Y x� W18x 5 131 Ax3S MABx 15 � � DIV R Q� �o S � ' � �° 1 I � I 1 �1j �+'� � MIO-DEPiFI � � �� '��� 'Q '" MABx3b r4�s ' � � � I � � x x x 'P x � � �� 1 I '� 10 x f-0' s- �- B >- 4 6 y/IDx 1S + e �, - - - - , , , � , - , , p _, � - - - B - - , - , „ - - �, - - - , X � 4 - - - - - -, „ �c -� ,o - r - - e ISSUE/REVISION DATE NO. b o ( sx�s I I e• � x � q � q 3' Y-6' -6' -6 � 44 . m � -e• 3 �• '� 9 �� � �+� ?+, 's b - 1: - o i NA6x 'R u i � i i �0 n 'v co S I i Q 6 i � � co x v i 0 9 n ' tl49'-3 � 4 Bz36 I � _ z� _x _ x - x _ x 61 - _ � _ W12Y40 � NA8z36 _ WI�xDS 13 _ WI8x36r I WI2x40 _ WIBx I'3 x _ _ r x _I � �;� �� Wlbx 'b ` '� _ i _ _ ��+ _ _ ' — I _ __________ __ ' � , , �� , , , , ,� �� �, , � , ,, � , ' + %g , � , � , ' STRUCTURAL CDS 01NOV07 L L OFF6ET �' OPP T OFFSET v � - � p L. t�i m ' � � � T T I 1 8- I 1 R20iA 1 ' � I x I m rRGM � ' , t F'ROM 1 � E � s I t 6 6 6 I PI m h U x • t I 6 3 20 6 'Q � -qlj -4 p '/ 1 ��R + h i I I � T � �a a i EOGG CT GRD 2 � � � � GRID ' i � GRID 6' h Q � 1. I � Y aD m � A 1. h Wl�xl�S a. I � e � � � �` ;o � � � Q � ' � �,e.�, � �,ex� � �,e. �, � �,8.� � Q �; ' �'"' TOV RESPONSE 12DEC07 yy�Bx y�gx y/�gx� 6 WIBx� x 61M NA6z 10] NAgx� yVl9x� yylgx� NABx AQ � _ _ _ •. � V1A6xZ6 i STd�G � � � � 4 � _� _ _ —_____—. _____ __._ _ _____ � WIEz3S Wlbx.lS __'_' _—___ '_' —_—_ _—___ x � WI8x3S � x 6 •.-�I pp6Tx x i9 �M _ � - _ O --- - r-- - - — p -- - � • , - - - �---------- e � T � .� � � � � y � TOV RESPONSE 11FE608 2 � a � � Z b NABx i I x x ■ � y� h �' W 4N, NABxlS � WIBxlS MA6x93 ■ � • � +�9 b ' � � _ ___ ' _____' ___' _ '_— 1— — � _— _ _ � i —_ _ __ ' � _ __ '_' ___' _' __' ___ ' __'___' _ _'__ ' ' t _'__ � '_ �a __'__� ' '_'__ Wlsx}J'S 8zliS Ii� WI6x93 ELE' ATICrb F � ' � � n'-4i'i � 6 I 1 W�gz36 aS WI8x96 y � W16x � _ ' ___ I � � .� ----------_-----�----- t49'-1 vVlsx � Wlax ' � - ' p ' ' p ' ' - - - ' - 8 - ' - •4 _ �4 _ Y � - ' - - --- - ---- -'—�—'—' � N � - , x � X a x n � � �� �Bx� G �Bx� n % % - x - � - CCD #24 23APR08 Q � _ _ IM�Y14 _ _ � �• pM x � i � r � i e o I Q c � �i �i x M a X �.�.�. � � - � � � o i i � m � � � LBx4x14 LL � � Y yq� � � x x �p h .p �p x z x � Sj � - LINTEL � a Q � \t 1. ' I I I b I r3 �3 � X � x x O O � NAbx26 WI6x2 � ''�i O • x x e x F � �3 7 �+�° , , , , � � �' se.i n � � o � Mna=ss 0 tiaa� (149'3y I ti I � QQ � I • � � _ CCD #28 29MAY2008 4 � i g p � � i o � � i i ,o '� o i o r 9 5 , � � � `� � � g � � ms ,� WI8z35 mex Wfs.3�--------- `�M8x35 W18x36 WIBx3S � iW18 36 � 1 � z x t t WIBx93 � � WIBx35 WIBx36 � WIBx3S x NAax37 � � � o �O tl�Y3� � f V 1 1 I 1 I I � q f f I 10 9 1 1 Q $ o .� �e °F � ' >° �B+ Q � � � ( ( � 4�; I - - " , � � exx � � DI --- -- m Re�i.i�°� -- — - - - -- ��� ro� � � � u ? b � S� ---- -- - _ r -- - - —�- ---- - - - � � ---- ------ ' . i i 5� �.a■�■ � �.e:�■ +k �n . � • e . — — � � ' - - �&. a. � Nns.�a � � rna. � wis � Mnexas wie.as `� t� � � " {� �' ' {q �' CCD #32 18JUN08 Q Nn8 x93 wIHx36 �1� ANGIt M1GLt � ' NAax3s WIB: i �o Mn6x�6 WIBx3S n WIbz3S I NA9 x33 I I � -- - ------- - -- - - -.e x �e+ - - - - - - - k =- - - - - - - - � - -��- � -=__- � � • � � QI"C �'llt t$ . 2301 BLAKE ST , STE #100 ' DENVER, COLORADO 80205 303 861 8555 F 303 861 .3027 � s s 4 6 6 � a 9 �D � � o � e b A e A �o a � xs yt sa �s ss �e 0225 MAIN STREET UNIT C101 °"�A11 '�'� °1ERAL EDWARDS, COLORADO 81632 GRID TO GRID 6'7 10''3' T-1P� 1B4 11''7�1(i 6-0' S3 10'4 9 '4� M-U6 ZT�§ 8''lOifi 18'3ki 2� -4Y� 23'-IiN 18-i11j 5�§ 13'-73¢ I3-6�§' 6'-6?{� y '10' 1Y-1 Mi'-I�i 23''1d' 13'6�Y IQ-Q� 15'"3�6 T-4' GRID TO GRID 970 926 8960 F 970 926 8961 � au a � � � � � � t � � � � � � i E � t � i � � r � � e � � � � � Q Q I7-O' 12-0' � a l�i ?-6' -6 -6' 3'-C 3'-0' 2-6' 2-6 -6 -6 -6 -6' 9'-0' 3-O" -6 �d 2-d' � � ' � _ ' ' ' ' ' ' ' ' ' ' ' ' ' � _ ' ' � ' ' ' ' ' _ ' ' ' ' ' ' ' ' ' ' ' ' _ ' V � � „ a L L �, i , � � � -s 2-az-s- �- �'. i i � � E � : i � � ��?—"��F�- i � i � p I i �- i - � - �I�- � �p� z�- i � i , � � i , � i 5.• �b. � i , '0 - iBC iAY �5 B �6 i6 u u ' S I 5 � W IS � i i t � _�_i i I I I � Z I � qy 7 5 5 5 5 T CE 5 W 5 5 5 � 2 Z � � _ �i tr• b; T AY 6 6 6 6 R r ? I 6-8' 6 6 � 6 � W �6 f � � �5 �W �5 �5 5 � 6� ' � ' f I a T 6 S ' Y � � �"�` 6{J i � � � ' , T �AY ��S 6 S i��� � � I � � T �' { / ali. a � i � � ' I � � I I I � I I � T � � � � � p r - i .a. .�. .�. �. .a. � i� �i � � i � � � � F � '� tr. � i I � \ / ., i i � i i 1� ` , -6• � i i � � i 4'�d'i Y r b. 7� � � a. . �' Q 70 1 I -6' -6' -6' -6' 7 ' � y 1�-�-� t-C� T T S� 6 6�' 8-6 �i � /� i � � i i i I ' I I { 6 P , � 6 y AY S S 6 6 5 BC 5 S 5 W I80 0' � T 5 BC BC 6 6 � T � � � 7 9' i T 6 S Y �y,� �5 �5 r � ► � '�/ s - - - - - - r , , , , , - � _ , , - - - p �. - ,� - - , W � - - - -- --_-- - - - � � �-o� I �'-o� ■ r. � r. s s � s x �3 , j �b•� ° � I I I I I I � � � i i ' N i I I I I p b. , � ' p JIJ�l� I T � i i � � i � t� 3' T-d' -8' �' 8�6 I -1 p '� �' �' i , -6• -6• 74 � � � � 1 1 � � � � � � � I t � � 6 5 5 5 5 �8C �BC�BC �5 S 5 o- � tr I LL i'+ .J - I 0 1-1--I-- -�---r-r - � _, _ A h � e � 5 5 5 . 6 � � ' j � � AY 5 6 6 6 6 i8C 5 5 S 6 BO eC � � T-4' � � � . / U 6 6 5 W X T T 5 �5 i5 5 T T 5 5 6 5 U i i i i i -6 2�4 � ' o � i i i i . -6 7-6' -6' I _ ' _ ' B� _—_—_—_ _ � s ? 2fi y P � . � . 'I. � AY B E 6 S S DC �5 �S i5 �6 �DO 3''a -69b N I T - I'3' S"9' ¢ -� _—_— y� B� 'Q , i S�j. � � S 2 � / / ' � p Q � i • :� i i i i i � � I Z,� 1 � i I I I I � � —_—___— �l I I I I I � t � I I I � _ _—_- 3'�• _ N � I � ' tr'� � � b b '{' � � � � .• tl T I I I I +J-dY� ,8 ' y� BC BC 5 � BC 5 5 � �T iT 'P 5 5 5 5 S ' -d �' -6' -S 2 � � T � ' , ��� A dc q i i i i � T T 5 5 5 5 T T i i i � 1( X BD T 5 T T � � i i � � 5 5 6 S 6 8 S 5 S S 8 r � � � i � � i i i i i � I I I � I I � gpnr � 5 � � r � i � � AZ 7-6 ._ � � T � � BC BC 1 3' X W W BG � i ' � � � / k .\ � � 4 o (� Cr -'J1 -07-9+7 -9' -6' -6' -6 6'-01F Y Y 'r � � � � i � i i � � � n : i h � � � t � i i � � i i i � T i i � � i i � b 3 7�' T fi � ,b _ � - - - - - - � - - - - - r - - - - - - -r-1-f-- --T�--.--�.-�- MA` p - - - - , - = � r . - - - � r ( � r ( � I Y � � - 4"-2' Q � �Q � � � � L� Ji i T T-6 -6 , _ � 7 � � � � � � � � _ � � � � i T T��'T-T-�f�f'- 1'�1 i i � T N 5 '__—'_ — T I _ T N ia�._i � �_ 2 _ T i i � � i �O 1� / � � . $ � I � � b . -r b' � � � V � � Y ' ' � i � �r� - I I� i � � T g� 5 5 S S T T 6 S 6 6 5 �T �T �6 6 5 �6 �T �T S 5 6 6 5 T T 6 W S S i � �S �6 �5 �S �5 �S �6 S W BG BG X W W BC G � .fj '� % -0'd�'d-6 �2-4d�'d�'� -6' �i' � 2-6 �B �6 6 S q� 8 8 �6 �DCiEC �6 �6 i3 B 6 S 5� '107� 5 S •. ,g ,g � j5 ib i iBG�6C 6-0' � � . �, � �•\k � ///��� ��� �; T� i L i p^ 1� � � � i � i t 8 i 6 I I I I I I � II ' � � f Q 1 � � � � � � S � A � _ _ _ - -6 -6 7-6 f t ' ���I �- -� '�1 I I I T i i � i i � _ _ _ � . 6 �' __ T T�T�-T l �l'T" 1^' I I I I I � � � u � �l k. C o n s u I t a n t s s� -� �- rr t � � , � . � . r ,� � � �—k—#- ' � � � � � � � p � � � � ���- i - i I I � I I � � I _ ��� � _ � I T }�}�} }-� 5 / � � • � ,. 6 \ � � T � � � � � -0' �• -3' -a�g � � � � � z-a T r � , , � '4 r z -d• ,—,�- �r�- � � --- v I I I � �� ' - 1 ' I I I I I � ' / � �� � . a�A� � T W 6 6 6 'P � LL N _ � _ N T � - -TT� 'T — 1 � T � ' c o p o a t e d M �O i i � � � i � - I I �-�-� � GE � -3 � -6 �' � � I I I ' I � T I I I ( � 2-6 6'-6' -6 -6' -6' 6'-0' -O' 7-6 � Q � \ � C�"� � I � r r X i Q 6 BC 6 6 6 5 S 6 � 6 � �BC'8C �6 �BC �5 �5 BD T � 6 T T _ � T 6 W T T CE T T 5 5 5 5 T T T T W 5 T _ T T T T 6 W BC BC 6 5 BC�BC X W W BC � Z / $ p �j, { • � � � : - � � � � � � � ' ' o� -a 7��r-e�r � � � eo � � � '� s ' � � ' ' . � < 8 3400 E. Ba aud Avenue 300 � � � � � � � 'v � � � � � � , I I I I I � , � { �g. Y # y'� S W 5 6 6 X 8C 5 W S BC BG �-6' -9' ��T � T �I H y� ,�i i �, yi�� T 1- � —J-_a.._�_4--L--L- � i 'iT i �. I t i � � i iin i � _ � � i _ � _ � i _ i i � i i 6 6 6 6 $ � y�i � F p �] (� D � � ' ' ' i i T W S 6 6 X 1 � r ck ° r e � �ww. a o v a w � i a a � � F _ � _ _ _ e' 1 , ' n ' e ' � n ,� � � a a ol 1^ a a � 11•- � � � � � , � � s s � � / ♦ � rt i / i � •' 1'1"' \-- • �— - _ - D Denver, Colorado OOLOD ° °^ ° M ` • •• • • ° � � , ° I � � I I I � r- � � b �303� 399- G1 :r-'�, rAX �303� 333- 9,701 DC �S �W W 8 8 5 ��C �6 �8 T T T � 'T �T � �5 �5 T T �� b ,a � ' � � Emad InfoC�9sci—denver com 1. — ' _ i i i � i i � ♦ O T ' . b � � � � � � io p I T ' r_f— _ � � � � � T �� �T �6 �W i6 T - p - —1 - - - - � tr / p a SCI Job Number: 04- 187 � '-6' 2-6 2�d' 3''llF 2-6 T-6' -6 3� i L L i � i i � i i • s W s s S X I i i -6' 7-6 - T -- -T�� .. . _ _ 7 � �- ' -�1 �- I I I I I I IN 7 1 5 i � i i i tr .b � � N T 6 W T T T T 6 �6 �6 6 T T i � . 6 �-�_� r � i i � � i � i i i i � � ' � s � s J� BL BG 6 �6 �5 �5 �BD �T T 6 �6 �T �T �� ' , ' ' ' ' ' 1 ' i � T T S S T T 8 W BC BG 8 8 IX X DC C T � � i p !. _ _ � � _ � L _ _ BC IS W �W �S i X ' _ _ ' _ _ � �' � T � � � _ _ _ I � -�� � -�' _' I I I I IT Is Is , b I ' 4�� T T � dj / �� �tr �? � ' ��_ � J � � _ e b � T W S b 6 X �� i i � AY p � � � � � i � 4 4'-E' -6' 2 '7-6' I ' I I I I I � __ I I- _' I � I -6 i 7i 7-6 -6 � Q � s� ' s , , , , , , , , , , , , , , m , � � , j , �/ , �.� b ISSUE/REVISION DATE NO. DC 6 S 6 W 6 6 �BC q X I ��n "�� IBC IS IS r �BD �T T �6 �X �T �T � i � � � � � � I 1 1 1 I I � � W W �T ,T 'g� � g� T T � �� 7� I IT (T IS IS T TI 8� � IS IMr I� � I I I I X I W I W) I T T 5 X T� � � y ' � o ' - - - - - a v " � �S �« �5 ,x , - - - , , T - � � " � ,-0- z� z� - z-a � -a ��• a z� z� 30� z� z� z- s-a -a z-s z-e 9�0� -e z-a ze z-a -a -a ''tr. � % - - - - ' CCD #28 29MAY2008 x � r ze• scr -6• � sa �' 1 ~ � � � -a' � -- � - — � � � � z-v -a � -0- � -s -� z-v . R r � p �— --- -- -�- I � � � ' 7-69(: az-q -rz� <r oz� -a-z�'s� �• �• z� �• s-o'so� z�• z-s• z-o� � a-a• �• 4 -s g-e• p � `'tr, � ' � � i � . �o � �� �� -�"� -- -- - Q ■ "b�(e' 6 � � � --- -- � � T� -� � / � � Q _ w ^ _ _ - 6 6 W X 8 'P �OC�DG � T X W B W 6 T T E W 8 6 ��D �U �6 � Yi �5 iU i�D T 5 9'"� 'J'-C' 7�6' -b' -6' i' -6' 3'-T 9'-O' -3 W W W W � 5 U � T 3 8 8 8 T X X W W X �Tp < _ _ A ' , _ _ _ CCD #32 18JUN08 � Y-0' 9'-0' -6 7-6' -6' �' 3-O' T BD Y� �A O 6 -0„�2,� � �, � � Y � X S S 6' T 5 BC BC 8D GC 6C 5 5 6 S 6 T �, �, � � � � p T � � -� tr. 'J`�i � I I I I I I I � � I I I I I I � � � i i i � � 7fi 3'-0' 3'-0' ,Q r�—�- -r—r-r- ,P Q 2 ' 7 2 � � -� r-r 5 w s - - T _—_—_ � CCD #38 25JUN08 2 � �5 � � i � i t, �T i X iW G iW �5 iT � T � X �W �S i6 t T 5 6 � dy� S 5 T T 5 5 6 � y� 8C' ' 1 X y` T yN, 1 �,_ T _��� ' T ' ' ' ' ' , 1 1 p 7 6 6 S S X T S S � �q 5 5 � �BG �S �5 �6 �5 �5 1X 1W 'W � � 'W 'W 6 � Z��� P �ab� y � � q ;.! S Y i i i i i i I I I Y 6 Y BD 6 i a � � � I I � I I � � . � � r � i � q -6' -6' -6'i -6' � _ _ ' � i � i � 'Q in in I I I 6 i � � i � i i i i i i i �/; ��0 8 6 6 6 � � � X X v X 6 i6 i i � � i � � ' � � � i i � t I I I I I I I I I I ( '-13Y 7-6' 7-6' !' -6' 7-6 7-8 -6 -6 w _ _ _ _ _ _ _ _ v � , , � X 6 5 6 T 's 'ec'ec _ , , , , , � � � _ ,ec,ec ,6 ec S 6 5 6 T _ ' '_�. ' ' � '_ � ,� I I �._ s ,� _ _ 'O' _ _ _ _ _ _ w CONSTRUCTION DOCUMENTS 08AUG08 T X W W 5 T � T X W S 6 � ' Y 5 - �T �6 �5 �6 S-9' 3'-0' 7-6 7� -0 -6 3 64 T S S 7-11�"I � �5 S iW � 5 N ' Q �, T � AO AO 8 40 (8') qY 5 S T BC TTs 5 5 �X �W �W i6 �S �5 Cy S �5 �W �W i6 �T ?-6' -6' 7-6' -6� ff 'P ` "' _ i11L _L._�J_-}- T T i i i � i i Z �'_ � _ ' i i � i � 7-6 -6 -6 � 3'-10Y1 4 I I I I - I � i I � � � �b 4-9' 4-4 � I I � I I T I I I ( I I I bT � 7�� . -b9{i W3'-� 6-4' `5 9-d' � � Ar i i i � g p p �p �__ I I I _ ���_ 1_ � � � i � X 5 5 6 T � � � � i � � � � � � 7 'Q T s T 6 S 5 CCD #41 18AUG08 � � � � � � � � � � � � � � � j-11 � � 6 ` 6 �6 �6 �W S W 'P �T � 6 S T � � X W W 5 ^ T X W 5 5 , � Yi T S 6 6 q � � ' � ' ,� � U � �9�, 5 �6 �6 �6 �6 � 5 5 6 5 6 � T �6 �5 � � �q � 5 � s � BC 5 W W 5 T X W W S 5 5 � W, v T • � � �' �a2d� 7-6 i' da 4-6' � � � � � � � T 6 5_ Y S 6 T T 7 tr. r x w s s - - -- �._r - r � -0' -e -6' s-r z'°'z-a' -� � �ati � � � Q p z� � ( I � TOV UPDATE SET 10SEP08 � � _/-II% I I � I i I i � M '�'- 5 � I - � � T T T T i i i i i m _ � B-6 - I I ( I T 'Q T T p I I I I I I � T N 7 1-694 I S B S 6 8D tx � N T �' � �' �' � i 6 5 j ?L T X W 6 fi 6 T T X 6 6 6 X X 6 5 W � � � � � iq � � � � � � ' � y� �6 �W 5 5 W 6 W i5 i5 �'yt e i i i i i � M X iT 5 i6 �W �5 iT T 6 6 6 6 BC 5 S W W 5 X X W W 6 5 5 X 6 W W 6 T � 6 W W 5 4 V v i i Y i i � i i i i N i6 i � � � 6 W 5 W 5 �� lv i 1p z� i5 � S �, Q ' - _b _ � ' I I I I I ( •� ' 3'-0'7-6 -6�T-8� -6 � m �7-6 �7-6' 7-6' ?-6 � i � 9�_�. o tr -6 7-6' 7-1' -d• -6' M , i i i i i i i i � � I I DC ' I I I I I I I � I I I 7 I 6 P i � � 5 i6 � � if�° � i i i i � � i � � i i � � i � p,�—� � � �' b; � � i � i � t �'. . 2-6 m � q,� p �I � � � i o- � t � 2-9' 2 i i � ��- � I I - � 6 6 'P T X W 5 5 X - T X W W 6 T X 6 6 6 C X 5 6 W X i i � i � 5 5 W W 5 X W W 5 i5 i5 X S W W 6 T 6 W W 5 I S W �n 3-0' -6' 7-6. _ O'�' P ' I ( e Q T 6 6 6 6 6 I6 IW I6 IW I6 '� s : ac s w w � � 5 -6 - �s S �a _ z� . � � � r s s s c ��,. s �r �u - J ^ _ .. .. _ _ � i _ � _ i � i i i i � iW W _ � p � _��}' —�_�—= .�_ T X 6 6 6 ( � I I I _ _ � � � Y i � _ � i '1-0�1(i _� i � � � ' i i �5 IS IW IW � i I I I I I I -3' -6 -d' -6' � � � � � � �( BG BD �' T �6 i6 i � �� I I I I � F i � i � i �~ i i i � i � ' � � ''X K N - BO " - - - -- } - - i i i i i � i � � i i i � � � _ i . i � � _ � � � i � i _ � - ' _ , � i _ � � _ K i �W W N _ JJ__ _ �5 �5 �S � . � i i i i � � i i i i i i � � Y ' � 2-qi4 p 74Ys � � y� y � i i � i A 4 ? � BC � I � � 'p � � l,� � i � � � � -0' -6 7�6' -6' -6' 2-6' 7-6' 7i' -d -6"1 � ♦ T 7 � K N � L � 5 BG T i i i � I I � I I I I I I I � ' I I I I I I � � T 5 6 5 5 X X �6 �S � W . T -r 6 I I� I I I I I I I � � 6 i i i i � i i 'P �I I �T I � � i i i � ' J� J W �W � i i i i � i � Y � i i i i � � X i i � � b C i i � i T T p a � T-E� 3�- i� - T i � i T 5 6 W 6 7 I I I � I I , I I I I I I I � � - - - h D i i 7-6 � � � � T-6'7-6�?-6^7-6 -6' 9'-T i i U I I I - � I I I I I I � i � � i � i S 6 6 6 6 6 W W 6 S 5 9 8 T y� � m T X W S 5 X T X 6 W W 5 BC • 'Q � � 3'-0' -6 S-6� �� �� 'P -8� -6� 8-8� 3 Y h ?�_ i i � T i i 3-0r 2i 3 7-6 -6 2 � � 1T 'S 'S 1W 'X 'T X �T �5 �5 �5 5 T ' 'w 'w 's X W ��sT- s s w w p z-s• 2 Y I I ' ' Y T � _ ' ' - ' '�5 6�.• 7 ' ' �• ' ' ' CG � i i � � � � � �CG -6 ?-6 9-B -6 V' 3'C L � � � � � _ , ,P • t Q' '_ z� '___' , T� � - � � 1 i i i i � � � h _ 7 � i i � I � - _� h � f t � „ I I I I I I I T I I I I � � �� � i � i , i X W , _ h , � � �� L -E' Z-6 7-6 -6 -6 -6 � Y W 6 6 1' y, '° s � � i i 7�5 � IT I X IW IS IS I X I p iT i X �W iW i5 �BC G "� __ _— _ ' 'I __ _ "� _ __ Y-0' 'R i i : T�� S 6 5 5 . 6 W W 6 6 _ S� _ � y 7-6' �' °P �T �5 �S �W �X �T �T �S �S �S 5 7-6' -6' -6' �V 7q — � � '0 p s x s x '� � � . eo' -e e -e• z-e• 'P K "- s ! - �' -s s - - - - - ,T � -G7- w -Fi - � �s - - � - - , - y, �(` M _ � _ _ ' � � i i 7o T i i i i � � � M i i i i i � � � �. � .� .{G,.7 .y� y� � � Q T i i i i I I Y-0' 7-G' � i �' � i ' '_'_ ' � M �p REG/SI' ay� 4 -4' § -6' 3'C _ 2 �@� 6 6 � . 6 � � 6 6 T T Y a��i QP � • •�� " t � t O X L—_ t 6 B � �� � IT IX ly,� I6 I6 Ix IT IT I x IW I6 I6 I� , � -}-- t S �_ ' S 5 S�_,—;_ � ' -3� � � � � � � J° '�_ ' p � I �o � I I I I i i ` � i i � � � ' i � � � i � � � � `� �� ••��OY BqR.9 F0 N - - - - - - t ' _,�__ N � r � s r � � - - - - - - - '� T � � - - - x T r s s s s r !�� e° _ - - - - - N �: � �c�` . p I � -- m ' � -a z-e � T � X � � W a-Vi o� I �, s � ' � � � t�. T ��' p p 7 p _ T BC .�. db ��� T � � T i i i i i � I � � � �� I I , 1 1 m O a ' S 5 6 � ¢ 5 56 � U � i 6� �i a� �Typj T T p � , � T � i i T T i i i i i i i i i i i a [ � � a ~ T ' 1 � � I ' I I I I I I II I 2ti6�(� I I T 5 5 6 6 T I I I I I 2�'i7�'2�52i'?-6�S 6-0' � i ,�-6' i i � � � �' �' � � i � � � � i p 5 6 6 6 6 I � � �i i•\v P _ _ .. _ _ - r T T 6 i i i � , � � � _ � � � � � � ,. _ _ � � � � .+ � _��� � � � � � � � N .. _ � � � p 9O •• ••� �� p 5 7 � !C 3-0' Y-0' 3-0' 7 � � � � I '° p 6 �6 �W �W �6 �S � • • \ N � 9'�' i �S ! -d -6 � is-is—ivris- _ _ '� 6 6 BC BO � I s�� � r.4t� ?" �, N 2�' 7-6' -6' -6' �' � 6'�B' •�� • q � _ ¢ SS��N ��� � l � Orp � � 1 1 � I � -r- -� L� � � i i � i � � � � � � � 1 1 1 1 t � � � � 1 � 6 W W 5 T S-9 � � � 3 T • t 1 .S7 p ..y�.,�. �, �. . �. _9 � � 74Ri � z-6 z.6• ?-6• -6• p - - - � z : �^ � ' � i ia i6 ip� ip� I Z� � i i i --- � r � 6 6 6 5 i i i i � � �—_.�,._�_ _ ,W W� ' AY 8 W W 3 }, io �'�'@ � � �•1°r xp s� � ~' ' - I I I � � � � '6' � r k'1 H 1 1 YI T 1 T T 5 5 T � t � � t � � 1 1 t i � 1 1 � f 1 1 1 1 , � 1 BC 1 I�„J IT IW IW I6T �T i IAY i6 IW IW I6 , 1 1 1 IDD Y - S S �C DO � - - - - - - N � Q 1r ,r T ' ' ' ' T p - - - - - , - - - - - - - - - - - - - - - - -�- - - - �. aK�z-a �z-s � -a � -s T ik,� I � I � � --,� ' ' _ - - - O 13'-� -s p p s w w sp X 6 s W 6 T b - � , ' ' ' -- . Z ' T,�� T 6 W W W 5 T �AY 6 W W 6 � T S S W W T iT T r ' --- I I ' ' � i -6' -6 -6 2-6 7 I � � i i � �• �� ' m ` 1 i � � , � � � � � p T� � � � � � � � � � � i � � � � I � � � r-s � 6-6' i ?-6' -8• -6 2-6 2-6 h � � � � � i i i - �� iT 5 W W W �6 T T p � T 5 5 W �W T �T I I I % 6 6 W 6 T � � M Q � � � _ � _ ,Q � T i � � � '� T 7 I I I I.. � .. _ � ��_� _ � .. � � .. � _ � � � � � � _ _ � � � � N .. � � � �. _ _ � � � Q �o � IT 5 IS IW IW IT IX �6 • 6 �W �6 �T I , p '� i ' � _ 1 � 1 1 ! 1 1 [ 1 1 1 1 1 1 1 i _' 1 _ � W W W _ � t 4 -6 1 1 1 1 a - - - - - - - - - � - - - - ---�-- - - - - - - - - - - - - - - - ----�-- - - - S - - - - - - - - - ¢ a � � � � � Y �! ( I I ( � �, � , p — -s-w w�- � � IT 5 5 IM� 5 T � q - — i i � � X I6 S IW IS IT , ' fi �i �-� 6 • � i i i i i � Y � � � � � t t � � � t � t I � 1 N _s _ � i iw i � � � � � _ � I I I I I � �a � - I � 1 1 I � � ti �T 5 �5 �W �5 �T I X (W IS IT ■ , b — _ T-6 7-6 23 -6 T U _ . _ _ _ _ _ _ _ � � � � � � _ _ � � � � � T � � _ � � _ � � � Y h � T � - � T AY T _ � y AY X � ,. _ � - _ t �� � � � � 1 E � 1 t f t 1 � � � � �_ 1 t t 1 T i i i i � i � i i i I � -6 �' S-T -0' 80 -6 -6' -6' w ' � ti � � � i � � � � � � � � � i t � � � � � � i F � � � � � � � � S a � I � � W : � � Z , , , , , , , , � , , , , , , , , � , , , , , , , , , , f� � � . � - - - - - - - - - - - - - - --t-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � ' � � � � � � � � � � � � � � � � � � � � � � � � � � , � � � , � , � � v - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v Q Q � ' � � Q � � � , . � � � � � , I � � � , � � � � , , � � � � � , � , � Q LL � . � ' � � C � �..�..� � . , , � � � � � � I � � � , � � � � , � � � � � � , � , G J � O � 0 w - - - - - - - - - - - - - - - --�, -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � w r�^ U � - , � � , � � � � � � ; � � � � � � � � , � � � � � � � � � � � v , � . � Q J � o- 7t - - - - - - - - - - - - - - -�-- - - - ^ - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7� � � � 1 1 1 1 1 1 � 1 1 1 ; 1 1 1 t 1 k i 1 1 f � t 1 1 1 t 1 1 � Q — . � d. > � , � Q � 1 1 1 1 1 � 1 1 1 1 � t � 1 f 1 f F 1 i f 1 1 1 1 1 � 1 1 �p � I � � N O � �� 1 1 1 1 t 1 1 t i 1 F t i f 1 t i 1 1 f t i � 1 1 1 � 1 � � � � � � � � � � � � � � � � ��� ' � � � � � � � � � � � � ' � ' � � � � � � � � � � � � ` � � � r ; = W,... - _ ` : �. r�. ..v.- 7 1 1 1 1 1 � t 1 1 I � f � I 1 1 1 1 t 1 1 1 1 1 � 1 1 � i � „ "' -. .-._ .. _ . r , a _-,... � � y 0 �I � � /1 .' " ' ^ � d o- � � � � � 1 � � , � , �- ` - f e z._" � r �� �J 9 .. � � � � � � � � � � � � � � � � � { � � � � � � � � � � 4� < ffe ' f �l � 1.���.��+��- �.. �v u.� _ _�.n��� s.c�sv � ■ Z o -�-- o Z � � u I u �Q' � � � � � � i � � � � � , r � � e � � � t � � � � � � � � t � � O c0 ■ �� I I 1 1 1 1 1 1 1 t i � k 1 I 1 1 1 t f 1 1 1 1 1 t f 1 1 1 � I �, LEVEL 5 M PENETRATION PLAN N 1 1 1 1 1 1 1 t 1 1 I � 1 1 1 1 1 ! 1 i t 1 1 1 ! I 1 1 Q M GRID TO GRID 6'T IG-'J' T-iWi 16'-9' 1T-79(�' 6-0' O'-ff 10-�' ZI -4� 14-Ilfi 2T-E�6 8'-10'f(�' 18'-3k 21-� 23'-1114 18'-Ill� 6'-6ti 13'-7�{� 13'-6�G 6-6�.5 21 -10' 1V-1' 19'-I�•fi 27-1? 16'$�G 19'<YF IS-3Y�' T-I' GRID TO GRIO � OVERALL 47I�Y't ONERC.LL �� � � : s 4 e e � a 4 n � � o � e �a 4 e g 90 a � xa � � �e � �s �� � � PLOTTED MAR o . � CHK'D BY JRB w � � EVEL 5 PENETRATION PLAN y�b'=� '_�' COPYRIGHT02006BYDAVISPARTNERSHIPPC , ARCHITECTS > 2 3 4 SHEETNUMBER ° NOTES� � 1. RE� 51 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. 0 2. 'A' INDICATES PENETRATION TYPE, RE� 51 .09 FOR SCHEDULE. o . ,� 5 ■ ; D . P .A. PROJECT # 06232 . 00 � ' SCI PROJECT # 04- 187 N a 0 � � � I 2 3 4 5 6 7 8 9 10 OVERALL GRID TO GRID 5'-2' 10'- 3' 7'-11Ya 18'-9' 11 '-73/8 6'-O' 5'-5' 10'-4 ' 21 �-/�3/4 19'-1Ya 27'-5Ya � � COLUMNS 13'-7Ya 7'-11Ya 4'-53/a 3'- 4 �/8 6Ya 8'-1 4 '-43/a 6'-OYa 2'-8' 3'-15/a 5'-9Ya 5'-3Ya '-9' 3'-2' '-3% ' 8'-3�/a 4'-8' 6'-t ' 8'-85/a 2'-03/ ' 8'-4Ys '-3�' ' 16'-5Ys � � . ° 3 5 � � � • � Arch � t ts � z i 6' 1 '-3 /4 i i i i 1 '-3 / ' i - 2 i � i i i i i Q � J I � I � � I II � ( I � I I� I I � I I I � I I � I o c 0 � i i i 1 �I i �11 I � I � � i i i � O � � I I I S6. i I I � I S .05 11 I I � ( ( I I I I i i S6, i I i i Q i i i q - - - - - - - - - - - � � 9�-6��8 � 81MBER i i ��-3Y4 i -- N DENVER, COLORADO 80205 `O ^ � • W� 8 x »5 • � `o iO � � • � � KICKER. , . � � 303 861 8555 F 303 861 3027 � E m �n � i M 1 OYz 6'-1 O' 5 1 � 2 PLCS 6 -6 BYa� 5 (V � (V 4 � I L6 x 4 x 3� LLN I � m , �NNECTION I � 4 ' WIDE x ' (n (A � � ANGLE RELIEF � � x o- i f�E: 18/56.13 i -� i '; ' � NE GNT COI�GR T 4 '-6' 6.19 S6 01 x x 3 � � 4 '-6' � S619 � 0225 MAIN STREET . UNIT C101 • ' I I 8 X 35 . � � � 8 G B BLOC �U i i I NSS4 4 /a I � ,-g3/a' � Z Z 9 0 926 8960 F� 970 9 6 896632 �o I 2'-OY-1' POST, ;r i W 1 6 X 2 6 i i i 6 04 � AT DOOR O EI� I N � 2 P L C S , 4 �. L6 4 x 3/a LL� X ' � i i Dl i J J c0 � - - - - - - - - - - - - � - - �149 _5') - � - 8x35 � � W18x35 ST E RELI � I 0 N � � c� v � � I O c� � � � I U U �N - - - - - - - - - - - - I - - - ' - - � � � � A LE � i m 3 x � c� v � x I ^ i � � 3a N � � X i i Q Q F- � F- -�- - - - - ' - -� . - � � 5 - �'� � I -I - � - � � - - - Wl x 35 W18 50 W18 x 35 56.05 � , � a � � 6.00 � .i i � i i � i ii. � � lli � c`Yi i i � B � - - - - - � � I I W18 x 35 I 2 W18 x 3 I _ S6. 5 ap � Wt 8 35 x 35 m - - - , i i i �0 . � I 149'-10' I N I m I I I I � ( I �h s �� � 4' WIDE 6' NEIGHT `� � �� 3 � � � i i 4'-7' 1 '-8' i .� i i i I i � � 2 i �-f- 6� � GONCRE CURB, � 6 �� �, � � � 6i `� '`� i 56 01 � � W i BLOGK T AT DOOR ro '� + - - - - - - - - - - - - � - - - - - X�� - - - 1N].�3 _ W18 x 35 �r OPENING � W18 x � '�S � i i i • i i 1� i • i � ' m i W18 � 35 W16 X 26 � � � . � \ X N Zi i �I/�/ �149'-5') 1 � i� I (149x5) , � m I � I I � I I �'� I � � S6. 1 I I W18 x 35 � i i � x W18 x 35 � � W18 x 3 i � i I I i i 8'-9�/a 6� 0 N ' � - - - - - � 3 - � - A - - � • � 8x35 W18x35 � � � � - - - - - - - - - - - - � � � � im � � S307 � ro 4 � � - q - - - - �' W18x35 � L6X4x3� LLN � W18X35 � Structural � C � _ _ _ _ _ ^ _ � � S3. 7 _ i _ _ � _ STONE RELIEF _ , _ Consultants i i i � � W18x35 � ' � i � \ �d \ Incorporated � m � m � � � � I I jl 2 S6.01 ( x � x x m � 3400 E. Bayaud Avenue #300 I i i I I O I � I I I I ' I �A CO CO � nPnvPr C'nlnrnrin Rfl � (14 � � I I � I O I I � I � I I � I � W, 8 x 35 � � W18 x 35 � 18 X 35 � W18 x 35 � Wi8 x 35 (303) 399- 5154, FAX (303) 333- 9501 Emad InfoC�sci-denver com , � � � m � i � � x i • � x O I � . � , SCI Job Number. 04- 187 � ^ i � i � x i � ii � � ro � I I � I I I � W18 " 3 � � � I � � N � N ISSUE/REVISION DATE NO. 2 W18 x 35 W18 x 35 I r 3 � I � � � i i i i i i Im . - - - - - - - - - - - - � - - - - - S6.01 - � � - - - � _ ., 4- � . ' � W18 x 35 Wt8 35 W18 x 35 Wt8 x 50 L10 � CD PERMIT SET 01 OCT07 � � � � iO � � I � '� � � � ' `r � •ro � S STRUCTURAL CDS 01NOV07 � m Wi8x35 � W18x3 W18x35 cn ' N � � � ' w� bx2 = - - - - - Q i � � i � � i � i � � i in � ' �o ' ,-, 4 '�o TOV RESPONSE 12DEC07 � ' (149'-5 ) . co ' • � � W18 x 35 � O •� I 'O ' 18 x 35 I `� I I x W18 � 35 W18 x 35 W18 x 35 [i5] c�1 > > ``� I � I � ^ TOV RESPONSE 11FE608 Q '� .�p � S6.03 � 4'-7 6' � � � � MEMBER � � � W18 x 3 � W18 X 35 � � I t- c� . ,� � m � � O I 49'-10' 6' � m I `� I� BELOW m � � � � x p Q m CCD #24 23APR08 Q - - - - - - - - - - - - � - - - - -^ � x � i , 18 x 35 i , i io i x TYP. 7 I J 3 m `o `U � 4 �o LEVEL 5 ENLARGED PLAN AREA 2 ,��=� �-o- _ _ _ _ _ � _ � � � �� � W18x 35 W� 8 35 � W18 x 35 Wt8 x 35 , 5 ��o #28 29MAY2008 p � E � o � w� ax3� x � r-o• - - - - - - Q . � � S6 01 � D2 � v � � 18 x 35 � � . • � �o � . � q /a '-1 1 '-1 8 •� .m CCD #32 18JUN08 5 NOTES• , 6 �o rn i � � � 1 . BOXED NOTES �� INDIGATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. .O r I y� 6x21 � i � i � i I i I � cp • 3 � x 2•-�2 � � � , � CCD #36 23JUL08 Q 2 TOP OF SLAB ELEVATION = 150'-O', UNLESS NOTED THUS� �x-x� . _ _ _ _ _ (149'-5') ' 18 x 35 � � 3 x I W18 x 35 x 12 x 22 Wi8 x 35 W18 x 35 [15] F CONSTRUCTION DOCUMENTS 08AUG08 3 TOP OF STEEL BEAM ELEVATION = 149'-7' UNLE55 NOTED TNUS� (XXX'-XX'). ! � i i COLUMN i � � ,n � � �O COLU N � ,n .� W x 22 C O L U M N „; ' 4 <X'> I N D I C A T E S C A M B E R O F S T E E L B E A M. OFFSET Q � � �N O F F S T m ^ � . i O F F S E T � • • TOV UPDATE SET 10SEP08 5 PROVIDE 3/a ' � x 4 ' I-I A S , FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS� [XX] WI-IICH INDICATES TOTAL •� •� I � g• I � FROM � I � 4 I � I � � FROM� x 3/a x ,-� 2 q � FROM i `� i Q � � NUMBER OF STUDS EG1UALLY SPACE N.A.S ALONG BEAM UNLESS NOTED OTI-IERWISE. WNERE NO STUDS ARE �O �O i GRID 2' i � GRID 4' i Q -- GRID 6' '� 4 r EDGE OF � 3 � 3 �. � � � INDICATED PROVIDE 1 STUD PER 2'-O' OF BEAM LENGTH, SLAB x g Wig x 6 � W18 x 3 ' W18 x 35 [15] � W18 x 35 6. �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM), RE� SHEET 51 .00 FOR STEEL DECK G - - - - - - W18x35 [l0 SGNEDULE. i W16x26 i x x �8 i ir� , i i •m i pREG1ST (149'-5') STONE REL EF 4 w i . . Q,0 �. . . . . , F 7. RE� SHEET S1 .00 A FOR STEEL BEAM CONNECTION SCHEDULE. .� .� ( ANGLE I x � I � X , '-9' � '� � �OQ'�P�Y Bq,4 9,c0 8. ►�� INDICATES A MOMENT GONNECTION, RE� 1 , 2, AND 3/S6.00. r r � � � ic� W� gx �5 � • I `n � 'n o,•'�� �F •, �0 c0 S6 � 2 . X i I Wi8x35 W18x35 W18x35 • o • 9. RE• S3.00, S3.01 , 53.02, 53.03, AND 53.04 FOR GORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY I •p I i S6,01 � � ( v i � i ; :� PRECAST SUPPLIER. S6. 1 � I . . 10. 'SC' INDIGATES BOLTED CONNEGTION AT STEEL BEAM TO BE SLIP CRITIGAL. H _ _ _ _ � 14q'-10' • � W18 x 3 i � W18 x 3 _ I _ , m � _ _ _ �o _ ,o.� ;�� 11 . GOORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECNANIGAL ,n W18x35 . �n I ,� ' co ^ 90F ' • • • • •� �� DUCTWORK WITN ARCNITECT, MECHANICAL ENGINEER AND SUPPLIER. . S �O F, a'. i m � Q � x m W1gx35 W18x35 � x SSIONP �' Qcl (O O� 6 I . 1 � X . � I � I I X � � 12. �► INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIF012MLY WNERE PARALLEL TO 'a�' � �� �' .� '�O � � � `� 5 � � °� � � � , A WALL OR CONCENTRATED AT A PERPENDIGULAR GONDITION. -� W16x26 , +�� � i� I I I I � � I �7 � � I N 'O 8 x 4� , `� 13. RE� SHEET S1 .00 FOR LINTEL SCHEDULE AT OPENINGS IN WALLS FOR 4' STONE VENEER. (149'-5') .�� i � � � � � � 6.00 I I p� i� S6.12 c0 � � 14. PRECAST SUPPLIER MUST COORDINATE ALL OPENINGS REC�UIRED FOR MECNANICAL, ELEGTRIGAL AND _ _ _ _ _ _ _ _ _ _ _ _ � � � IN18 x 35 W18 x 35i W18 x 35 i i W18 35 i � i W18 x 35 W18 x 35 � x " PLUMBING TRADES, •� � av 15. RE� 5101 � S1 ,02 FOR COLUMN GOORDINATE PLAN AND SCNEDULE FOR COLUMNS NOT LOCATED BY GRID TIE, � � EDGE OF . �. � �c4+ � I x I I ' X � 43/4 ' » i m m � � 16. Q INDICATES STEEL GOLUMN, RE SC4-IEDULE 51 .04. c� ;n SLAB I b F ;n I 3 I I I ap ( 6. ;p U 'v 17. TYPICAL COLUMN BASE AND NSS POST TO GIRDER DETAILS, RE• S1 .01 . � _ _ _ _ _ _ _ _ _ W18 � 5 6 W18 � 35 � W18 x 35 � i W18 x 3 � Wig 35 i W18 x 35 , W18 x 35 � 8 x 35 18. RE� ARCN FOR EXTENTS OF STONE RELIEF ANGLE SHOWN ON PLANS. i� W18x3 �L� ,n C e�r� I � � � � � � � • , 19. AT LOCATIONS MARKED 'S- 4 SIM ' USE A 3/s" END PLATE W/ 8-'/a ' � A325-N BOLTS, 3' SPACING AND i %z' EDGE � �°- �1 x �� �+.� x E h i ' � � � � � � a- � S3. 1 � D2 i X � I m � � �4 u� cn N N � D I S T A N C E `O '� � S 3 � �O I I I I �O I � 3 i � � W18 x 35 4�-6 a �: ^ I � W18 x 35 Q4 J - - - - W18 x 35 W18 x 35 � W18 x 35 � ' W18 x 3 � W18 � 35 5 - - - - - u� i l '-1 O- - . m m � 2'-105/8 5' 6Y' � Q ' 6. S5.01 I � � 12 4'-53/a O i , 3 I� tn � - - - - - ' i - - �O �o � - - - - - S6 05 � _ i � < , • ; � � i - - - - - - - - - - - - - - - - - � - - - - -y'dtgx 3 - ' " - . i W18x35 t W18x35 � �O � 18x35 � i . m i N x � � � inn � � U m 2 � � . � � � � z � S6 Ot ,� � �n �O 3 , . �o �r, 5 m ; � J p m �'`� . , m � 18 x 35 � S .01 m TYP� 6 00 x � � � � x� � � 3 x . 6� � ,_ , 9,_ , ° i x� � c0 � , � � 3 3 � ( 3 � '-O' . , I � W18 X 35 3 W18 x 35 W � i . . ' L in _ _ _ _ Wt8x35 W18x35 � W18x3 18x35m 1 -6 '; � . - - - - - - � � 4 � � / � � ' IM I TYP. 6 00 ��/ � W � i i i � i � i i � g i : � �� LL. � � 6 J � , S6. 2 I B 6 S5 Ol .t I ';. S 01 i � S6.01 � � � � �I 3.01 � ., � 'ro � - - - Wi8 x 35 W18 x 35_ � � W18 x 50 � 8 x 35 . � I I W18 x 35 W18 x 35 � � � Mm - - - - - - - - - - - - - - - - - - - - - - _ ' - -� - - - - - - - � • L6 x 4 x 3j8 LLI-I � � c� •� AN I L ND NG G c�r� •a � O O � O � ANGE RELIEF 4 � � 6 � BY STL� IR SUPPLIER � � m Q X � � :o � �o �o S5.01 • i.,� ■ 5 01 I :� � � � � � n � S6.01 � � W18 x 35 � Wt8 x 35 • , „ �5 = � y •T � i � W18 x 50 3 W18 x 35 N � - - � 56,01 - 6, � - - - - - - - - - � � � N/ � � R E• G O E L6 X 4 x 3i� L.L ♦ � X • N 5 ,� WA L � LLH STONE � W O W � � J � � 149'-1 O' 2 ap 3 � ro 55.01 �� EL VA I ONS W� 6 x 26 •'� 4 ANGLE a � (149'-5') � � � � � � 18x35 W18x35 � 3.01 � 8 3 3 W18x 5 � W18x35 �O i� W18x35 � � � �' O O ^ - - - - - - - - - - - - - - -�- - - - � - - ,- - • ^ , o � (� cn U � � ^ � 5'- • 6• 19'-O�/a 19'-tYa � ^ P N _ _ _ _ _ _ W� OxZ2 � W� Bx �� (V �v _ - _ _ _ �J6.� L _ _ � J r /�� ^ - - - - - - - - - - - - - - - - - - � � �t49'-5') ' � � - - - � � 6 � ■VJ 56.03 ; - - - ; '� - - - W16 x 26 D2 v 18 x 35 W18 x 35 � W18 35 Wi 6 x 26 149'-1 O' � r W16 x 26 (149'-5') a � 6' EDGE (149'-5') � (149'-5') � � � � ' OF SLAB ^ in 4 ,� iD M L6x6x3/a Wt6x26 � � � � '� O i� x � N ' x � N � x i S T O N E R E L I E F 10 9 (1 4 9''g-) 1O � STONE 3/s � � � � •.� v ,� � � � � � ANGLE S6.01 56.01 56.01 , � � � � x � �. i. 3 REILIEF ANGLE � � in » � 18 x 35 W18 x 35 � W18 5 56.0 O S6.05 -O�/a 6'-1 �/a 15'-1 O' 14'-2' Q ' ♦ /'� � �! J 1 6 � O O � 11 � S6 Ol 6.12 �O �O '� S6 03 m - - - - - - - - - - - - - - � - - - � - - � - - � 8x � i E i 3-#6 AT SLAB � � " � � � � ' . . . ° � � Q ' - - - - - Wt x35 _ MID-DEPTN - - - - - - �, ,- - - - , , � _ - � W18x50 ' • ' , � C Q �� � � � E � � � � Z � 7 g �5 W16 x 26 . � � 4 ?. ' _`0 4 I � . , � i' �� � �i �, ' i i � (149'-5') `O 4 io v W16 x 26 , _ _ �- � � � W18 x 50 W18 x 3 W1 x 35 (149'-5') � p�.�.-----� --- -- - - -__�_-�r_ r , i '� N S6,03 �149'-10' � � O i 1 m I E � i � 3•_�- 6- � i � ^ .,� m �n •� x co � � ?. ♦ � x � � c 0 � `� i 'O a o 6� 1 4 9'-1 0' � �°- 6� 3 -�� 6� W18 x 35 3 °� Wl x 35 3 D�� � o�, - - - - - - ... _ - - - - - - - - - ,,,,,,,,,,.,.,,,,,_„ .. _ ,_„ _ o � (149'-5') x � ABOVE � 3 � n 56.01 LEVEL 5 g W16x26 �� ^ 4 HSS4x4x3,y �ro i � ♦ 10 . • . � � ENLARGED PLAN � �O i � i 18x50 W18X35 � i � � i Wl x 35 oS .� - - - - S6.01 �--- -m . W18x35 . �, - - ■ W, bx26 - - - - - - AREA #2 M � W16x26 � � iO c� . . �N" .� (149'-5.) 6 22'-7Y2' ;o � 6' p• 10'-6�' 6 I m 23' 10Y2 6• (149 -5 ) 2 � �' � W18 x 50 � S6 01 o , - - - - - - - - - - - - , O 149'-10' i� 7 S6 Ol Wl I W x 35 ;o �W16 x56 � , in o . � 56.01 ``� 9 � 6.� � x x � � �9 � � , � m D2 � � � � � PLOTTED MAR �w �= � W16 x 26 6. D2 6' 3 S6.01 'c0 � � r x � O c0 � �� S6.01 ,,, � (149'-5') �� � 3 aD .� 3•-7' 6' CHK'D BY JRB � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a �' ♦ W18 x 50 � � Wl x 35 6 149'-10' O_ • 18X3 • :� � 2 ?� � 2 3 4 SHEETNUMBER. . ; Wt6X26 > �. - - - - � _ � W18 x 50 v i 6.00 18a 35 � in W16 x 35 _ (149'-5') _ � _ _ � - � - - o ' ' � z �o o ST IR FRAMIN 5 � � sb.o� eY AIRDSU LIER sb o� 1 D . P .A. PROJECT # 06232 . 00 � Re� ARGN. SCI PROJECT # 04- 187 N � O � U i I 2 3 4 5 6 7 8 9 10 OVERALL GRID TO GRID 5'-2' 10'-3' 7'-11Ya 18'-9' 11 '-73/a 6'-O' 5'-5' 10'-4" 21 '-43/a 19'-lYa 27'-5Ya � ° � • ' � QI"Chlt tS � � Qo � � � � � � � � � � o� o w > oc � O c9 q - - - - - - - - - - - - - - - - - - 2301 BLAKE ST., STE #100 . �o • � N DENVER, COLORADO 80205 O � � � 2'-6' 2'-6' 2'-q' 2'-6' 2'-6' 3'-O' i i � i � N � N 303 861 8555 F.303 861 3027 AB � � � - iBC � AY i5 iS iS iS 0225 MAIN STREET UNITC101 W W EDWARDS, COLORADO 81632 . Z Z 970 926 8960 F 970 926 8961 � T S S T AY • ,�'- 3',, . 6'-O' ,J J � T AY S S S S ' i i i � `�� � I�� -�'� � �?� � U U . i i T . �• H � H i i � ( I I � I I � I I I � , � II � IIII b � O i i i i i i I I t I I '� P�� g 'C 2�'6� 3� M T P-1 _ _ _ _ _ AY S S S S S BC S 5 IS IW IBO 'p � T S G BC BC S Q- S �. B - . - - - - � i i i i i i O • '� S � i i i i s m BD I I I I I I � BD _ _N � . 3'-O' �'O ( I ( I � S 3,-O. � , I 1 I I I � ' S N I I (V S 6� � 1 I 1 I I I I I I � I I � I I I �O AY S S S S S N , BC IS IS S � S BO S S S 5 S � BC BC BC S S S S , � 1 6' c'��1 � i i i i A,P�� i I I I �2'-6'L2 -6�1,2 -6� 1. �dJ i i i i ;o � •N i i i i _ i 2�-6' 2'-6' � '-6' � �O AY S 5 S S S BC � S � S iS iS iB0 3�-�� . 2' -65/a S�c' ( I I I I N 7' T g • 'L'-3�16 , 15� . � I � Q � • T I I I I I �R�� � � 3'-O /a - 2�-65/e 2 1 S i� S � G � BC � BG � S � BG S S gp T � i T r I ' ' I � I �iK S 1 � � t � Qi i i i i i v I I � � � BD�� � ��' 3'-O' '-31 � P'-O*L'-3� 3'-O' 2'-9' �2'-6'� 2'-6' � 2'-6' � 6'-7Yz � S t r u c t u r a I m � � I � T 2'-6� Consultants I C - - - - - - - - � � k-3—+g I . - - - - - - - - ' - - . - B� S S S S T � 0 0 ;� . , 2 -6- 2�-6� - = I n c o r p o r a t e d ' ; 1 •- 4'-2- � `O , i � i i i i � � 'N i i I � � W i� in i� T L � � � _ T_ L � � _ _ T � T _ ' 3400 E. Bayaud Avenue #300 r 3' O' i2' 6' i2' 6' i2' 'l' � 2' 6' i2' 6•� GjIEdIE � `' �' `' �' `' G' `' ' ` G' `' J � S � S I S S �;K S S � S' C' � BP' � �P � � I � � � � g pp � S � S � s, �-� 03/i�t Denver. Colorado $�`2�9 � (303) 399- 5154, FAX (303) 333- 9501 � Q C�� N i i i i i AY � � 1 1 3 � �3 S � i i , � � , . i , . , a— T T T mad InfoC�Asci- denver com � I I I ' I - - - — SCI Job Number: 04- 187 �o G�� � BG S�W I S I S B ;o ' '-O' 2'-6' -3 2 -6 3 -O �o i � � � � � � �o T W 5 5 5 m � N � � _ � L T� _ � _ I T , T.N ISSUE/REVISION DATE NO . I _ BD X I i S S BC S S I � S � S � GK � S � S � S � C � BG � BC � S � BC � S � S gp BD T � i i Q B� Z m Z Z � CCD #28 29MAY2008 - 'v I I I I I I I 3'-O' 2'-6' � 2'-6' �2'-6' � 3'-O' I �o � i i BD -m � 5 � W � 5 � 5 � 5 � X � BC 5 W S BC BC 2. 6�6 2_��" -m � � � � � � � CCD #32 18JUN08 Qj p - - - - - - -3' 2 T T T _ _ ' f � T � W � S � S � S � X i I I '- '-3 2'-9' � • � S S � BC ' S � S :m � � S � S , CKis iX � � S i ' G � BGiBC i5 � S � 5 � S gp � BD � T T 5 CCD #38 25JUN08 Q • T � BG � 5 � W W S 5 � 5 S IBC IS IS V. , T � T _ T i CONSTRUCTION DOCUMENTS 08AUG08 .O � i i i i i m �o ;o i i i —r -t— � 3._6• � 2,_6• �2•_6- 3'-11'z S W 5 S 5 X I I � � 2,_6, ' 2,_ , '2,_6,� S m N T �N _ _ � I T� _ � _ I CCD #41 18AUG08 Q BD � BC IS W iW i' S � � � X _ S GK S X iBGiBC rS iS iS iS gp � BD � T T � S TOV UPDATE SET 10SEP08 E - - - - - - � - - ' - - - - - LEV ' ;o - T W iS 5 S X i � '-6Ya i � i AY �o � � i EL 5 ENLAI� GED ° T T � 2�_6- � 3'-O' 4'-6' 2'-6' 2'- ' 2'-6' � N I ( I Q �O `0 2'-35/f6 � 3 -�/f6 � • • I ^ PENETRATION PLAN Af� EA 2 � _ _ _ _ _ _ 3 e� s s , s , w , s , s , e� � x � �-o�, , B� , S , S do N � BO � T T � s %'=r-o• F NOTES� ^ BC gC - Q - 3'-O' N BC , S � S iCK � S iX i ,_6. ._�. - 2'-OYa 2�-6� 3'-O' 2'-6' '-3 2'-6' 3'-O' � 1 . RE� S2.31 FOR ADDITIONAL PLAN NOTES. Q -� � � � 3'-O' 2'-6' 2'-6' BC _ _ � _ B� _ C� � � 2'-9' '-3' 2'-6' '-O' '-O'2'- 2. RE• S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES � , 5 i5 � W S �6 X S 'O � , N � BG � BC ' T X W 5 W 5 T T S W S 5 iBD iU iS � Yi iS 3. AT LOGATIONS MARKED THUS (�) PROVIDE 1 %2' x4' STIFFENER PLATE'S WITI-I TW = %z'. RE� 5109 FOR (� _ _ _ _ _ _ FURTHER DETAILS 3'-OYs 2�-6 e � S i .i i p i i i i i i i ;o ;o i i i i i B i �0 2'-6' Y p REG14 � - w S 3'-O' 2'-6 '-6" 2'-6' T .� I I I I I I I � m T I ( I I I I m _ � � � _ � � vF Q,� qT F 90 • e� � � oY g �e� [� ^ � 2'-6' 3'-3' .� T � 5 is � � i i i � p i T i X i W i 5 i W i S i T i T i X i W i 5 � 5 i T 5 S � �� 5 v on��Q� � 9�r�;;� O . o � . � . � i i � � � � � 3'-O' 2'-6' 2'-6' 2'-6'� '-6' � S I I � I � m � S � T B - - + . . X X � � iX i � S iS .N � i i i _ i � i i i _ i i i i _ i `o i � I � '• :� H - - - - - - � . . . W 3 � � S � S � W i S� � S S . - T X W S W S T - T T X W S S � - �5 Y r A90,c • . . . . . ••'��� 2�-, , ,4 � � I I I � � - . T � o SSIONP�-`` oq - 1 a -- a � � 2'-6' '-6' 2'-6' T i� � S I � 2'-6' 3'- - N .� 3 T I I I I I I . . T I I I I I B I �o B�_ i i Y � ,� i i , � im i i i i es � � • � � p � , , � � � , � � � , � � , � N BD � I I I � I I i S S S ' S S S W S S W � T i S 5 T .m � T X W S W S Tm •m T X W 5 5 � ' , , , - Y , , , �� �.�. i i i ?� � i T S � i i � O i i i i � � i � T i X iW is is i m T S S Y S O 2'-6' 2'-6' � a.� � I I I I I _m S - S 2'-6' X- m 4'-6 2'-6' 2'-6' Q 2'-6' 2'-6' 2'-6' 4'-6' BD - - - N 1 '-115/a • I I T i� i � i i i � I � T T T es S 5 3 3�/8 `a-, iS iW S S W S iW iS S iS � T X W S S S T i i i i i B i m , , , w O 0 . - B° I I I I I I r BD � � N � , s , s . � � ��• 2'-6 � 2'-6' � • 6'. T 3 Q ' .,o .o - - i - � i - . _ B C i i i i � � � m BD i i i i i i i� I • � � N ' �O i T X W S S X - i i I ?; S V�1 m � O m . N _ S _ � _ S I I T X W W S 5�_5- � BC S 6• d' BG S W W , , 3'-O' 2'-6 2'-6' S � S i S S i S 5 N � N p T T B 2 9 J .� - - - - - - - -} - - - - — \ N BD � i BCi BDi °- g i i i iT BD � S � S � � � � � • . K � - - - - - - '-3 -3 � � - - _ - - 1 m O W W � _ � i i � _ i � i i �O � _ - - - � , , i i i i i i � T . . . ,, , ;, � � W W � I B 3� - � � - - BD � S � S � 5 m i i . BC � I I � � p i i i i i � i Ti �o i i i i i i T �� U m 5 BG T � � � B� , , � BC I I I I � I I �' - T I I I I I I �' � � � 4 ! �O , . � . � , � , � 2'-��'=6 � - � � Z'� - ' W W ' ; - i � i i � i i � i i i i � � � 2 -6 2 -6 2 -6' 2 -6' I I I !;► c� T , J 2'-6 T i I i m T i �'> � � Q T X W S S X T X S W W S BC ' ' I „ � - - - - _ � BC � w � w � S , X B� W , � sT - s s s w ' w Bc 't - � 3 - - - - - - - �� I'`^ � � . - - . - - T � � � r �� � �o T � �� T — ''� ♦ W m 3 i ;o � t 7 2._q- - - � 2'-6' '-3 ` .� i i i � i i i i _N T i � i i � i - � � � N � A Q3 BD . - z � . - - - - - - • 3 3'-6" 2'-6' 2'-6' 2'-6' 2'-6" 2'-6' �o � Q � • 'O 5 � i i i p 2'-9� 5 BC r � IT I X Iw IS IS i X I •ii� iT i X iW iW iS iBC d' � 11A - - - - - N ° - ' ' - _ _ � � � ' � � � 0 � ;° T �o O •� ' Q. .m � � m r i i i , � i i -m T i i i i � i � � 4'-4' � T _ T 2'-6' 3'-O' _ O Q ` I I I I I I I I I I I I I T �O � � � gx U U i S S � �`� � iT iX � W iS i5 � X � T � T i X iW � 5 iS iBG � Q Q � N - - - - - - - . > � , > . , : � ' - - - - Q Q - T - T i i S � L.L . � � W Q 3 'O • . _ � 3 ;o - 9'-1Ya 5'-p' � W O W 'c� T T I I � �o � � � � - -r � - I i N W N _ � T 1 '- ' 5'-O' 9'-O' N - T BC � J � Iv T ` , ` . T � � �d � i � � ' f ' ;o � S 5 S � .N S S 5 Ui i � T iTm T T - � � � � O , " (� U � � � � � BB T T � S � S T � i i iT P _ _ _ _ _ _ _ - _ _ _ _ _ _ - _ _ � � . iv _ BD 3'-6' _ � i i S i - � � /� � S 5 BC BO � �/ J . � - � - - � � r � �/ � i i � _ Y � 3 �E L � _3 CE lNi � i i � i i � i � � d' � LL .� . - --4— - �— Q ,, � � � 2'-6' 2'-6' �2'-6'� 2'-6' '-1 '-6" 2 -6' 2'-6. . ._3 � `O i� T T J �p , - � - - - T i ' S � 5 � BG ' BO O O .� T T 5 S 5 S S T i i � i i � VJ 4'-10' � X� - 3._6. --r— - r— i i i I I ( I I � � t..— L.,_ f_ . r __. ..---- ` ;N..._ _ a� ' � � - - - � � i O m BB � ( T IT S S �T i � � i � i i � � i -- _____ _ u .�_ �� " � iBD � - � S S BC BO h ('� - - - - - - � iT � T T T � T � - - - - - - - I � E� � G �� ` "' � .__� N , . , � . a � � AB 13'-4 3 2'-6' � ;o I 5 I w � W � 5 o X 5 S W S T � � � ` - �__ .___�.—._,_� � � � �. 1 � `t T 5 5 W W T i T _ T � � • - r 2'-6' 2'-6'� '-6' 2'-6' 2'-6' 3'-O' � N � � 1 � � � � �o i I ( �° � T � i � N T 5'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' -N _ T i i I ( �' _ i i i i i i T - � ;� iT S S iW iW � T � T. 3I I I I X S 5 W S T R - - - - - - - - - - - - - - - � - - � , s � w , w , s W � � ' , ' ' ' � T T I I I ( I I LEVEL 5 ENLARGED � � � � � ( T S IS IW W IT ;o � `� ` � X IS �i5 � W IS IT i i � � _ �, PENETRATION PLAN S AREA #2 N � � � M - - - , , , , p , � I I I I I I BD � - - - - - - - � p,Y . � � �� 0 IT 5 IS IW IS IT N i i i i i i - � � � t - °�� IX IS I S IW IS IT � 0 � =- � T � � i � � � Y � � � � � PLOTTED MAR `v,l' � .^ I I I I I I S P � � � � � � BD � CHK'D BY JRB I Q I T S I S I W I S I T � I X IS I I w I S ( T COPYRIGHT � 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � � Y • 2 3 4 SHEETNUMBER Q ¢ � i T AY T � � iqY T AY X � � � � > T - - - - - - - - - --- - - - - - LL , � � _ I � I 1 � I I � I I ■ ° 2'-6' 2'-6' 5'-t ' '-O' 3'-O' '-6' 2'-6' -6' � 5 � D . P .A. PROJECT # 06232 . 00 � _ � SCI PROJECT # 04- 187 � � 0 � _� � � 10 11 12 13 14 � 15 16 17 18 19 20 21 422�-2Yz OVERALL 27'-5Ya 8'-10�/a 18'-3Ys 24 '- 4Ya 23'-1U�Z' 18'-11Ya 5'-5Ya 13'-7�/s 13'-6Ya 5'-6�/a 21 '-10' GRID TO GRID � '- 35/ ` 16'-5Ys 3'-lYa 4'- 4Ya 10�-� 3�4 4'-7' 13'-8Ya 5'- 4�/a 1 '-102'-7' S'-03/a 9'-6' 23'-1 �' 9'-6' 5'-OYa 2'-7' 4'- 4Ya 14�-53�4 4'-7' 10�-� 3�4 4'- 4Ya 19'-6Ya 2'-33 ' � COLUMNS � � � � QrCI 1 � l. l.s � Z i � i � 1 '-10` � i Q � J � I ' I � i I i I ' I I � i I I I � I i i I i � � I � � � I I I � i i I I 1 I I � I � i W � U I i i I 2 i i � 2 1 3 1 3 ' O � � I I I S6.05 I S6.05 56.01 S6.05 S6 05 � I I I I I � i i • • . . ,� . . . . i i q _ - - - _ - � - �_ - - _ - - _ - - - - ' - _ - - -_ - _ - - _ - _ - ' - - - - ' - - - - � . 2301 BLAKE ST , STE #100 � i 14 i � W18x35 • W18x35 W18x35 i i � I � � m � � I � 56,16 � ' � `� '� `� � � `� 2 � N N I � 3�3N 61 8 55 F�303 861s 027 8Ya1 5 N N � � I � ,� I m � v m ,-, Q I � 56.01 I � � � I � I � i S6 � q � � � I I � � � � � � i xm I i � �O � i I c0 � 10 11 I � � � i 0225 MAIN STREET UNIT C101 i W W � � I I I 3 ' Wt8 x 35 3 � W18 x 35 � W18 x 35 ' 3 56.01 S6 3 � ( W � W EDWARDS, COLORADO 81632 Z Z I I S6.01 56.03 2 . � 4 i � Z � Z 970 926 8960 F 970 926 8961 c0 � r � S = � i I � S6 Ol i i �o ;o i i 56.16 6 i -� -� I I � � ' U U I I , . I _ �i' 1 '-13/a" � (n 23'-ilYi 17'-1 ' I I S = 14q'-10' �� ( H � !- i W16 x 26 i , W16 X 26 i W18 x 35 4q -� � . _ i Q Q �b' 6 � � � Q � Q i i I i (149 -5 ) � �o �149' 5') i � Wi8x35 W18x35 � i � .o iW16x26 5 56.05 � � I I i � _ . 1 '-83/a 6' I L6 x 4 � 3/a LL4-I ;o I (49�5) � I(149' S') � I � � � � �� "� I 3' 3Y2 �6' � � i STONEi RELIEF "� Q � i 3 -25/a i 0 N 9g/a i , �b0 i I � i S6.01 p � ANGL � , � i w� 6 x 26 m I � � �O 6� � � 6' (149'-5') I O B ' - - - � - - x - - - � ? ' 3 � - � - +- - -� - 2 - � �a - zs 3. � � +- - �- - - � � � m I ,� 30] 5 2 I � 1 O I 11 � � 149'-10' m � I . 4 x /8 LLN I x � 1 O 11 �+ � � S6 1 S6.03 S6.01 � i x i � '� �p � STONE Ri LIEF �p i � Q S6.01 S6.01 56.03 (' ��x56 ' y�` Q3 �t's i I i i co i ,n � x ANGLE i � 3 i i � � 149'-10' � . O W16x26 • I I W16x26 � � W18x35 3 �W18 3 W18x35 Wt8x35 W18x35 x35 I W18x35 W18 � �N .� 149'-5' �o � (149'-5 ) x 35 � I �i x 3g � �o � W1 ( ) 149'-1 O' 'o I I "`� � cn . � I , �n 1 6 x x 5 . � 5 8'-9�/a 6' O N 6. i Ya c0 � I �O � �0 4 I � �j, :o �x 56.01 �4 O Q c0 - , � i � � i -^ 3 TYP 6.00 i � � 3 ' ' 6 � . 9�-83�4 6 4 S_3 3 � � p ' N W18x35 �o W18X35 � � 8x50 I - - WII8x35 _ _ W18X35 _ _ W18x35 _ _ 1 .N W18x50 •N � N � � 5-3 � � T � i � i Q S-3 W18x35i i � W18x35 � � Structural � i . C m EF - ' - 4 - - 4 - x 6. - - - - - - 6_ �`► _ S-3_ � C o n s u I t a n t s 'N �n i L6x4x3/a LLH � i ' � ' � L6x4x3 LLI-I � Q ' �- Incorporated � � � i m STO E RELIEF 3 � � TYP 5 � � � n p STONE ELIEF 4 �N16x26 � x � � � ( x ANGI.�E ( 6.00 I �[ ; ANGLE I (149'-5') A W18x35 I �p V � � I O � � , 3400 E. Bayaud Avenue �340 � � � i INIa r 66 � � � L3 >< 35 YV1CS >• 35 [15] W10 x �� ' u av W10 >< G.+ W10 x J.:+ YV10 � �O Dci i vci � Cvlv� ��Jv O 209 •N 3 W18 x 35 W18 x 3a � W18 x 35 S (303) 399- 5154, FAX (303) 333- 9501 •N � C � � I ,� � I � ,� 4 m � � Email Info�sci- denver com � N ! , � 5 � x i x . x i x 5 6 x � STAII� FRAMING � � x t SCI Job Number. 04- 187 � ^ � i S3.0 S5 Ol S5,01 3 3 � 4 N I S5.0 °� � ' � � co AND LANDING BY 3 � � � _^ I � � � v I3 3 c0 3 � � 3 � STAI SUPPLIER � � ISSUE/REVISION DATE NO . � i 4 Q 4 � W18 x 50 [1 O � � - � i� 18 x 46 [15] W18 x 35 [15] 4 W18 x 4 L15� i� - 4 W18 x 50 [15] CD PERMIT SET 01 OCT07 •=--'"..��'-,++Y-'- •-. ' �, - ',-�=-�y'.. ,� , / • t � ; . - ' s • s ia r � � � ,� . ,, • � • ' ' , : STAIR FRA ING � 3'-4' -O' ' 7 i 6' 5 - 4 � '_ � � �� STRUCTURAL CDS 01NOV07 D _ � _ AND LANDI G BY _ _ _ ' TYP _ _ ;o _ _ m �t _ ' _ _ ;o ' � ` � ����������i.���i��.i.i�i���� ����� 5 - �� _ ' ^ , ! � 4 � � • � � L4 X 4 x %a ; � O '° p . i , r i . i S5 'Ol `o ,-, 4 � W18 x 35 [i5] � �'�, ' 4 SIDES : � � N, � � � "� ';� SIM, Q TOV RESPONSE 12DEC07 Qj -- Wl x 35 Wi8 x 35 Wi8 � 35 3 . � � t '-O' 21 '-6' 3'-4' • , 5' 4' 6' m .� , �, ' '- I ' ' 3'-4' 21 '- ' � 1 -p , ' W18 35 L15] � T OV R ESPONSE , 11FE608 2 � � � � Q x a? H S S 6 � 6 x %a � '-O . X � x 4 `n 4 Q x � Y P � 4� � H S S 6 x 6 x Y a D � . x � � m , � • . . � � , . . • - ' � � W18 X 5 [15] � W18 x 35 3 W18 x 5 [15 6.� �° � - � ELE ATOR 3,03 � 3Q 6 � ELEV TOR y � , ' , , . � � ' '• > , � r. DIVI ER � � CCD #24 23APR08 • '•. - :, _ . : . • � ' > i 4 �o � 3 �o D I V I D R i ��. ` '- � - 3 . ' W18 x 35 15 BEA O '� �' p � W12 x 22 4 i 4 'N ' r L • x %a � BEA � CCD #28 29MAY2008 4 E , - _ t• .. _ � i � N _ � ... _ _ - B N � I � � 4-S 5 - - � '-' ' . I WiR x 3� � � � S p � 2'-5' 3'-6' - ' -6' 2'-5 � -O' 4 '-O' � � N S �.O � i 3.03 N 22`r 'o ` ._ � ._ , . ._ . ._ . ._ � � CCD #38 25JUN08 Q 4 O : ` 2 -5 3 6' 2'-5' ; - � ;o CONSTRUCTION DOCUMENTS 08AUG08 _� � -,0 5 i _ 1 •_O � ,o � ( � N � ; I 5: � 6 n i . ._O '-O ' R i W18 x 35 [15] SIM 55.01 f' � . _ W12 x 40 � W18 x 35 W18 x 35 [15] � W18 x 35 � W12 x 40 _ W18 x 35 [15l LEVEL 5 ENLARGED PLAN AREA 3 F - - - � � - � - � - �` - - - - - - - � _� � - ��0 �2 28AUG08 p . . •' �. ' ` 6 %a '=1 '-O' � � i 'O ^ i � in 'o r� 4 I `� `� . TOV UPDATE SET 10SEP08 NOTES� �; `� � � `� � � ^ 6 20 5 A 6 I �n x �� x X X � I i 6 5 20 6 i ';� � 1 . BOXED NOTES �� INDICATE A TYPICAL CONDITION UNLE55 NOTED OTNERWISE. �O r � � r I � S5.01 S5.01 i 5501 53.0 55.01 i x 3 ^ � � � i 55.01 A S5,01 5501 i S5.01 r 2. TOP OF SLAB ELEVATION = 150'-O', UNLESS NOTED THUS� �-�x=xx . G Wt8 x 35 [t0 � _ _ _ SIM _ � W18 x 35 � Wi8 x 35 W18 x 35 _ 3 W18 x 35 _ � _ _ S � 3.03 _ Wi8 x 35 [t0] 3. TOP OF STEEL BEAM ELEVATION = 149'-7' UNLESS NOTED THUS� (XXX'-XX'). � " � � Wi8 x 35 i Wl8 x 3g i w �p REGISTF • - - - - - - - - - - - - - - - . � . Ppyg . 4 . <X � INDICATES CAMBER OF STEEL BEAM � ' _ . _ _ _ _ _ _ _ _ W18x35 W18X35 I 4 �• � q9 ��`O , in �. . . 5. PROVIDE 3/a ' � x 4 ' N.A.S , FOR ALL STEEL BEAMS AND GIRDERS NOTED T4-IUS� [XX] WHIGH INDICATES TOTAL � � � � i � � �r 4 RE� RE `� �� "�� ���' � NUMBER OF STUDS. EQUALLY SPACE H A S ALONG BEAM UNLESS NOTED OTHERWISE; WHERE NO STUDS ARE ' � W18 x x N i� . WAL ' W18 x 35 � w� g x 3g � � � INDICATED PROVIDE 1 STUD PER 2'-O' OF BEAM LENGTN. °� � � � � W18x35 � `0 18x55 [15 � W18X35 ELE ATIONS � � : :c� 6. �� INDIGATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SHEET S1 .00 FOR STEEL DEGK �o � i r � � ;o ,o•. .'��`' SCNEDULE. �..� - ' - � - _ _ llix35 _ _ ,.,_,...._._ _ . - - - - 18 - - - � ---;Z'� 90 • . . . . . .••���� 7. RE� SNEET 51 .00 A FOR STEEL BEAM CONNECTI ON SGNEDULE. `� � ' � W18 x 35 SSIONP�- O 4 � f O � . � x � x .N � � `t i° � ^ i° � m � � � in � i � W18 x 35 �., u � 8. �� INDIGATES A MOMENT GONNECTION, RE• 1 , 2, AND 3/S6.00 � ,o � ,� � m m ' x � � x � �4 x � S6.03 m �1 m . m �o 6 v � , � m ' x x ^ .o � i� �o � ,o � x x I N X I �. �o 9. RE� 53.00, 53.01 , S3.02, S3 03, AND S3.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY x Q �o � x I x '� a0 c0 Q W16 x 26 W16 X 2 � ■ � " PRECAST SUPPLIER. �p 4 � _� a0 i � W18x35 -- � 4 ^ " (149'-5') 4 (149'-5') " 3 3 i 'r � i cU 4Q �O � 10. 'SC' INDICATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP CRITICAL. 3 x � i x � � � � W18 x 35 i � W18 x 35 � Wi8 x 35 f 3 y�� g x 3g � � 3 " 11 . COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECHANICAL - - - - - D X�TWORK WITH ARCHITECT, MECHANIGAL ENGINEER AND SUPPLIER. «� � Qj � � Q � � q, � rn L6 x 4 x 3/a � � q L6 x 4 x 3/e m U � � av � � � , , m x LLN STONE 56.01 S6.01 LLN STONE x � m • O � 12. �► INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WHERE PARALLEL TO O � I ' I ' � A WALL OR GONCENTRATED AT A PERPENDICULAR CONDITION N '� tvi� 8 x 35 `r � u �n v `� 1 RELIEF RELIEF 1 � � v ' W18 x 35 � � W18 x 35 W18 x 35 � 3 ANGLE ANGLE U i 13. RE� SNEET 51 .00 FOR LINTEL SCHEDULE AT OPENINGS IN WALLS FOR 4 ' STONE VENEER. 4 � _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _•p _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ W18 x 35 W18 x 35 i � . - � 14 . PRECAST SUPPLIER MUST COORDINATE ALL OPENINGS REQUIRED FOR MECHANICAL, ELECTRICAL AND N � , . • . c�nn � m X U m � m 'O c�\v '� PLUMBING TRADES. � u� � � � ,� x � m � � � x ^ 4Q � x � X 15. RE� S1 .01 � S1 .02 FOR COLUMN GOORDINATE PLAN AND SCHEDULE FOR COLUMNS NOT LOGATED BY GRID TIE. � ^ ^ ^ � � � W18 x 35 �� � w� g x 35 � � � � I � 3 .� i I � 4'-6' 11 '-10'� 4'-6' � 16 Q INDICATES STEEL COLUMN, RE SCHEDULE 51 .04. � � 11 '-10' i � i � , 12 - c� ^. - ^ _ _ lNl � Y��S- Vd 17. TYPIGAL COLUMN BASE AND I-ISS POST TO GIRDER DETAILS, RE• S1 .01 . ..) - - - - - �� � - - - - - - - - - 18 RE� ARCH FOR EXTENTS OF STONE RELIEF ANGLE SNOWN ON PLANS "� ^ � 12 4 '-53�a W18 x 35 m � 2 2 • � .� S6.01 56 05 .�. K in � _ 56 05 � - - - - - 56.01 - - - - - 56,01 \ � - •� - - �'� _ _ ! tn - - - - - - - - - � m , I .� - . - - - - - - - - - - - - - - - - x - - - � ^ - - - - � � � `O� � � � 6' EDGE � � � � � � � � � V � x W18 x 35 � 18 x 35 5 x OF SLAB 3 Q � '� 2 � � • cp , L6 x 4 X /a LLH 3 , W18 x 35 W18 x 35 2 � p 6 3 m 3 � L6 x 4 x 3� STONE RELIEF �,c � 56.�� S6.01 � � c� I x � `.� ;o LLN STONE ANGLE � �n � . � ,p m --� 2 x c0 O RELIEF x m x W •• O x � 56 Ol °� � 3 i� ANGLE � -� 3 i c0 , 3 � � �'�/ L - - - - - - - - - - - - - - - _ �.` � W18X50 W18x50 W18x50 Wi8x50 � � w � "� - - - - - � � i - - - - - � - - - - - - - � - - - � � � 2 . Z . ;o S6.01 � ( •N � 6 Q 2 2'-83/ ' I � . �n x ( Q r � i � � 2'-83/a � 3 56,01 , i x v X � i � � I� - - - - - � - - - - - -� `U - ' `0 - - 3 - - , - � � O � � W18x3 W18x35 W18 W18 W18x35 8x35 �N x x N , O � � i W18 xi3 W18 x 35 � W18 W18 W18 x 35 � x 35 � x x 35 x 35 � 2 x 35 x 35 m O Q � � � � m �n � �n �n W18 x 35 ;o x � 0 � � x i � x � x x x � � . 56.01 � i x i � c� x x � i x � � . � � x ' �o �A . c0 t0 , c0 3 � � N - - - - � - - - - - - - - - - - Q Q � � L6x4x3,y � � � 3 3 � L6x4x3/a LLH •0 49'-1 ' � � � � L6x4x3/a LLH STONE � � i� ' 3 W18x35 STONE RELIEF � N .N i LLN STONE J � O W E�EF - - - - - - - - - - - AJGLE - - - - � RELIEF � ANGLE - - - q3/a o o '- L6 x 4 x 3'� . . . . ANGLE � J � � � . t O' ��u sTnniE � 0 6 � � N o 1O W12 x 19 O O u� � � 0 1 ._ 4��e 6� Q `t 6 ANGLE 11s� • 6" a� / o�/v 6 W16x2 (149'-5') O O 10 � i _� W16 X 26 i � i i i (149'-5' � ' ` � �o W16 x 2 W16 x 26 �o (149'-5') W16 x 26 ;o Wl x 26 ;o t O � � V P 56.12 - - - (149'-5' (149'-5') - - - - - - - - (149'-5'1 _ (14 '-5') - - - - � � ^ ' W16 x 26 149'-1 O' LL (149'-5') 149'-10' 11 1 O 149'-1 O' L6 x 6 x 3/s w J � w� 6 x 26 56.03 56.01 STONE � (149'-5') , 10 11 RELIEF � ANGLE � \ � ` S6 Ol S6 03 9'-O' 9'-O' � � 3 � STONE � , � � � � � � � � � � � i y � ANG E F 1 0'-O' 1 0'-O' , � J � � o • u, . . 1 1 I I I i f I 1 1 1 , � � ,. � _ 43 ` - .. . -k fa.r�__� � � u � J .� � � � � � � � �. � � � � � � � � � � � � � - � � � � �H.-y � �� � � , y , j iJ ( i q � ' F � ■ - N , a � � � , � , � � L_�_" �_' '_' ' _ _ � ._ _ _ � � � � N � i I 1 1 1 I 1 1 1 I 1 , I E ¢ � � . � � R - - - - - - - - - - - - - - - - - - - ' LEVEL 5 � � . � � � � � � � � � � � � � � ENLARGED PLAN � NM S AREA #3 - - - - - - - - - - - - - - - - - - - M , N , �f .�e} , O � � � � ^ � � � � � � � � � � ( � o , � � PLOTTED MAR w ^ � W � CHK'D BY JRB � a � COPYRIGHT � 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � O2 3 4 SHEETNUMBER J ¢ ,t 1 � i I t i I 1 1 � - � - � -- - - � > _ , � _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ O � ' 1 5 ■ � D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 N a 0 ? U � LL . i0 n i2 �3 i4 �5 I6 n I8 �9 20 2� 422'-23'2' OVERALL 27'-5Y8 8'-10�/a 18'-3Ys 24'- 4Ya 23'-11Y' 18'-11Y8 5'-5Ya 13'-7�/a 13'-6Y8 5'-6�/a 21 '-10' GRID TO GRID � � ' • - � Archit ts � Qo � � � � � � � � � � � � � o � 2�-0- � 2•-0• w > oc � O t9 2'-6' 2'-6' 2'-6" 3'-O' 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 3'-O' 3'-O' 2'-6' 2'-6' 2'-6' i i q - - - - - - - - . - - - - - - - - - , Q 2301 BLAKE ST , STE #100 ;o � , �N ' _ _ �N m DENVER, COLORADO 80205 � � � � � � 2�-6� iQ� ' AZ �O � � � � � - � �L�' AZ � ' �' 2'-6. � � � i � �j �j � 303.861 8555 F 303 861 3027 �i , ' S � S I S I �N IS .V qY T S IS - IS S T GE IS I �N IS I�S � � � 0225 MAIN STREET UNITC101 W W p W W EDWARDS, COLORADO 81632 . Z Z Z � Z 970 926 8960 F 970 926 8961 v '� � � � � U U 5'-8' � 5 i 5 i S i w is T � � i i � � � T is iw is is � 5 U U � � 1- � � � r+� rh, rh, rh, � AY � T � S S S � S � T � CE � r+, r+, r+, � 1- 1- I � � � � � � 2'-6' T i i T 2'-6Ys . i � � i � � 1 ' 10' I 2'-6' 2'-6' 2'-6' 2'-6' 3' 8' N 4 '-03/' 2'-6' i i i i i i _ 4'-OYa T .N 1 '-O' � � T 2._�g o 1 -1 - � - � � r � T , B - ��- - - - - i i i i i i 2� 3� i T S S W •' i i i _ i i i � W i5 i5 � - - �0 2'-6• , , . .� �o : � i T ,N .� � _ � _ T i � T T p i i T � T - - - - T- -;�' � �'• • � • �° 2 BC � Q � i i i � _ � _ i i i � '-3' 3' A 2'-6' 2'-6' 2'-6" 5'-8' 1 '-1 O � . � � � 4 a- � a- U N � � - - U BC S S S W X T 1 T 1 S i S i S t5 rT�T S S 5 S � i i U � i i i i 5 A -� A _;' � 2'-6' 7'-4' — B O � '� � �-6 ' - - - - 60 � -� "� C ' - �o T 5 � - - .^'� i i i � i BD i � BD i i i i , gp - - - - - -� �� 2,_ , - 4'-5' S'-3' - �O � ' � � S - 2 - - - S O T I I I I I T i i i _ � _ � _ i i i - T I I I I cn 5 _ _ 3._6. _ S _N � � 2 _ BO T � � T � T B _N gC S S S S irj � S � S � S � S � 5 m ( T I T I S , S , S I S I T I T , 5 , S , S , 5 6 3' 6' ' O' 2'-6' 2'-6' 2'-6' '-3' 2'-9' B X ih � BD � T �V S � � N 6• � 6 -7Yz `� � i `Q i i i i i � BD 3._O. i i i i i Q S T BD � � S S S W S BQ AZ 2'-6' ,_� � r i _ T � - p t r u c t u r a I �+ - - ? -6. = m - - m - - - - - - - - T - T �—�— - �- � - -�—� = i i _ i i i - - "� _ - - _ - _ ' " _ . 3 �� _ 2_ 6� _ _ T � C o n s u I t a n t s � 2'-6' 2'-6' • ' m 2'-4' • � T �o �o T � T 'c� �O T Ti� � i i i i S i � i i i i I ���I I I � _ � _ � _ � _ � Incorporated �o a. 'O T ' "� � � - T ' T ' 1� r �T" - T i i i i T i� S S I i� S S T i� i i i i i i i 3400 E. Ba aud Avenue 300 i i i � 3 N T gG S S S S T T S S S S S � T � T � S S S � S � T � T �S IS IS IS �S T T S W S S S i a? S S S S S S S S y Colorado 80209 BO 5 S 5 �-� � �8 W 5 S S � S 5 r'+- r'+- rt- ^ (303� 390- 51D5dVFAY ( 303� 333- 0501 . i i 'v � S � � � T � T � � S � � � i S i S S 5 � Emad InfoC�sci-denver com � T T 2'-6' 2'-6' 2'-6' T � � T � _ I I � � T QI I I I T � � � � � � _ - - - i '�o _ _ T SCI Job Number: 04- 187 � �o �—���I` � BO 2 -6� � i i i i i S i :° CE i i i `—r' i � � - � I I I I I CE� 1— � —f � ' T I � T ' �O � i '–° , � � � ' ' � � � ' ' ' ' _ _ s _ -r— -r —r _ --r _ i I `�' T i� ISSUE/REVISION DATE NO. T T i� 2 N 2'-6' - � - - - - i c� T -�— y � - � r —r - T i 2 T BO BD T , � 5 T T GE 3'-6' '-3 2'-6' 2'-6' 2'-6' 2'-6' 2�-6� O T S W T T CE � T T 5 IS IS S T T CE T T 3'- ' 2'-6' 6'-6' 2'-6' 2'-6' 2'-6' 6'-O' 3'-O' 2'-6'� 2 p � I I I I I I I I IW � ST BTTT AZT , 5 = m . , y ; — , , m in — . , : , ; , , • } . , , . , • , . . , • f , , , ., • . „ , . , . CCD #28 29MAY2008 a • '• �' y '. - i i BD i i i C i v . Q � T _ � BD Q T Q T � N y � � i � � i T � � - � __� - � � � � � � � , � � � � � � � i CCD #38 25JUN08 � _ - _ _ - � -- _ _ r _ - .� f I I _ _ � _ _ - � _ � _ 2 � , Y � BD � T T S � S � T � T � � � S S W S 5 AZ � _ AZ S S IS W S S � �B T T S S T T v S CONSTRUCTION DOCUMENTS 08AUG08 BO CE ', y ` i , T T S S S S T T ; i i � i i i , :. . ' � � T I I I � ' I I . T '� T � �, . r Bp T CCD #41 18AUG08 2 � 3'-6' 2'-6' 2'-6' 3'-lY2' 2'-6' 2'-6' 2'-6' 3'-6' ' ...� � � � � � i � � i � . ' �, � r , �, ; ,� „ - y � T � S � W � T � T � T T 5 � S � S S T T CE T S W � S IT '> _ 4 t ' � l ' i " � � � � � � � N T � TOV UPDATE SET 10SEP08 • �yri _ �� ,�� • BO � BD � T T � 5 � S � T � T � CE i C AZ - - - A � �' IB IT ( T IS 5 T IT I �5 •, i i i i i T T i i i i � E � AY �o i i i - i i i i � - - - - - � _ � -�_..�_ - ' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6•r- - - - - - � � .N I � 3'-O' ' N -I � - - - � � � B� 3•_�- ,. . . '�, i � i i i i i ., • � I I I I I I I rj• O tO BO .N iBD � T T � 5 � X � T � T � CE ;' � _ _ � W w B -�'m tT IT IBC � IBC IT � T �-O' 3'-O' - - �' � IB � T IT IS IS T TI BDI •� IS F ' _ � . i; L d � k � , � �• � •y � � .� � i ) , • s � �� °� ♦ � X � � T � T T i W i w S 4'-O' 2'- ' 2'-6' 2'-6' '-7Ye 2'-6 2'-6' 2'-6' 3'-6' 3'- ' 2' io ^ - - - - - - � - � . . 3 � 2'-9' '-3' 2'-6' ._�. � �-O'2'-6' '-3' 2'-9' 3 - • i � 3 i � i � i 03�Se b /te � a . . , . . . . . . . . . , . i . � , 03,( 2 -6 ,�6 � S i i ' Q 3 - 2 - � 3 2 -9 -3 2 -6 '-O O 2 -6 3 2 -9 3 - , 2�-�� i� BD 2 BD _ _ BD i i BC 2,_�. . 3 • 3 -O � � - � � - � , i BD i U i S i Y i i 5 i U i BD i r 3 -7y' 3'-O" 2'-6' 2'-6' 2'-6' 2'-6' -6' 3'-7' 3'-O' '-3' W W 5 S S S S S W W . . , . , . , . , . 3 -1 �b S U BD G ! 5 _ _ 3_O 3 -O 2 -6' 2 -6' 2 -6' 2 -6' 3 -O S 5 T BD , U S AY i � i AY��� � �p REGISTF Y � � X 5 5 5 � T 5 BC BG BD BD BD BG BG S g C 5 S 5 S T � • �P •• • " • •• 9�c 2'-6' 2'-6' 3'-O" 3'-O' • � � —� - - � r � - :0 2'-6' 2'-6' 2'-6' '-O" '-O'2'-6' 2'-6' 2'-6' 'O p ;• R O Y eq '•• Q i i i i i i , �o , � -' �, : � 'Q�r: •m T p O T -N -I I- T - � + � - T S � �o � v:�``' `�9 �. n T 5 S � S 5 T T 5 5 5 5 ' ( I I I I I BG ' ' � T 5 5 5 5 X T 5 5 S 5 � • � �Y in i i � i i i .n i i i X � 5 p i i i BD BD i i 5 i i i B m i � i i i in T m i i AY T cn ; � 5 � ;c� °° � � � � � , T � N X I I I m m I I I 5 �N I I I I I T � , , � '-O' BD q , �, A.. . �a� �„I _ i * � r i B _ _ ( X IS IS IS I IT . � S � BC � BG _ i i i i i i i i i _ i � iBCiBC iS_ gG S S S S T _ _ _ _ _ _ _ _ � � � �- � � � � - � BD 'O 9� `. . , . . . \' � _ ._.,., .._....,, ,. _ „ ,,, S ' SSIONP �' O t- - �5 � S - i T S i 5 i 5 i 5 5'-9' 3'-O' 2'-6' 2'-6' � � 2�-6' 2'-6' 3'-O' 5'-9' -�� Y m CK T S S qY S S T �v - a45 � Q _ AO _8') _ _� AO , (8 1 _ _ AO (8') Q . B i i Yi i i i _ T T i i � i i i � S 2 • . . - , , 2 �o i i i i i � B� ; � i i i i i � X S S S T � 5,_8, 2 � 9 _Q 9 -9 T �N I 2 I ( I I T �o � T � S � 5 � 5 Q � X T � I I I A I I I I I BD `° i _ I I I I I I _ � � T 5 S S 5 � U � � S � S � S � S � S ' S S S S S B� � T � S � S � � � � � � N i i i - Y i i i - in � 2 m U � B i i i BU � � BG ih AY S S T . , � T_ 5 S_ �' _ S S T _ T � 2 -O '� I � g T A in I I I I ( �''� T � , .�I` � '-O' 2'-6' 2'-6' 3'-1 ' 2'-6' 2'-6' I I I ( � LEVEL 5 ENLARGED 5 2 _ _ T T . BD 5'-8' �o �o � T T T T � T X � 5 ' S � 5 ' X �- X S S W X X � iT S iS iW � 5 iT � � T � S � S � S 5 � BC � T T 'm � S � ^ i i PENETC� ATION PLAN AREA 3 ' ' ' � I� I� I� I� _ • i .i . � . � . . � . .� . � . � . . � � 2'-6' 2'-6' 3'-1 ' 2'-6' 2'-6' ' Q � �'=1 '-O. � B� I -9' 3'-O' '2'-6' 2'-6'' 2'-6' ' 2'-6 2'- m BD �1`�—.�7`--�`�—�I`--� -6 3 -7 � � 2 � � � T X S S S �X . X S S W X � � � � � � i i i 5 c� � m 2'-9' � 2'-9' NOTES� 5'-5' Q � � 1 . RE� S2.32 FOR ADDITIONAL PLAN NOTES. 2'-9' . T B i i i I T 5 S I I I T S S 2 BG 2. RE� S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. .J - - - - - - ' """"" ' - ' - ' ' - - ' - - ,, ,, ,, � ' iT X iS iS iS Xi . . . �— 3. AT LOCATIONS MARKED TNUS (��) PROVIDE 1 %Z' x4 ' STIFFENER PLATE'S WITN TW = YZ', RE� S109 FOR m � r m ' ( I I 3'-O}�6 i , � � i � i 3'-03/�e � FURTNER DETAILS. K in _ _ _ _ � i i _ _ _ _ _ _ _ �_ ' � _ � ' _ _ _ ! _ � - . Q QZ =;o Q 2�_6X6 ;0 2'-6Y�e � Q i� T � � 2 � -c� i i � i � � 3'-O' 2'-6' 2'-6' g•-1 . 2'-6' 2'-6' N 2'-6' 2'-6' 3'-1 ' 2'-6' 2'-6' 3'-O' 1 � � � _ T S S S S X AY X � S � S � W T AY T S 5 S 5 C T �, J O � T X � i i T S S W S T T T J � � � � � ;0 2'-6'� 2'-6' �2'-6' �2'-6' -6' 3'-7' ;o - � 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' 2'- N X 3'-O' 2'-6' 3'-6' 2'-6' 2'-6' T �N 2'-6' 2'-6' 3'-6' 2'-6' 2'-9' �o � � �/� , . 2'-6' 2'-9' — — . � > � LI� , L, - T - - - '� - � - � S � S F�� T - - - - - - i GE i i i ' i i i � i GE � , � � � - o � � m = /" � � � O �/ � � � ;o � � X X W X X Q S 2 - S 5 � S _ - S � Q � LL � � ' � - - - - - - 2 2'-O' cn 2'-O'Q � � `r � �o V V ��-6� ;o ��'6� - ' � � M _ _ _ _ � _ _ s _ 2 x s x 2 - - - - - _ - ' - _ - � - � - � O O K B S S S S C S CK iT i W W W W � CE iS � � � � a- O Q 2 ` � S S S S i i i 5 i , i CE S _i i _ � 5 5 � _ � •� � T � � � � � I � � � � � -3 — � � — � S '� T � � � iv i i T i i i T S T T 2'-p• � X I I N T � � N - - - O 2�_ 2.-6' 2'-6' - - - - - - - i i i � i i i - - � - � LL ' M �_ • 2'-O '-O' T "m T � J O � � C i T T i i i i i i i ii - � J � � '° � I I I I I I I I I � 0 O O � N � � � , - , i I i I 1 1 1 I � � ^ 3'-O" 3'-O' 3'-O' 3'-O' � V J P - - - - - - - - - - - - - - - 2.-6' - '-O 2'-6' 2'-6' I '-O - - - Q J L.L. W � VJ � . � Q — � � � � � � � � � � � � � � � � � Q � � J „ m �O � O� � v / � � _ - - _ . _ � � I i I I 1 I I 1 1 I I , E dT ` - _ - , � . � Q - - - - - - - - - - - - - - - - - _ _"' _ - � ^� _, r - � � � � � �l � / � � � � a t' � 1 �i � � , , S �� � , di LL � — � � — --"_ _ __ .... ._ . � � 1 I I 1 1 I I 1 1 I 1 , 1 � Q m N , � rn � - - - - - - - - - - - - - - - - - - - - � ' LEVEL 5 ENLARGED � � . � �° � � � � � � � � � � � � PENETRATI � N PLAN �� s AREA #3 _ _ _ _ - - - - - - - - - - - - - - - - N , , �' , � , � � o , i � i i i i i � i i i i PLOTTED MAR a � i � � ^ � W � CHK'D BY JRB o � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a 0 2 3 4 SHEETNUMBER � �� t � 1 1 1 1 I 1 1 1 I I 1 T - - � - - - - - - - - - - - - - - - - - - - - - - - o _ � I � 5 ■ � _ D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 � a 0 � � a 21 22 23 24 25 26 27 28 OVERALL 21 '-10' 19'-1 ' 19'-1�/a 23'-10' 16'-8Ya 19'-OYi 15'-3Ya 7'-4' 4'-O�e GRID TO GRID � 19'-6Ya 2'-33 ' g'-4' 2'-05/ ' 8'-83/a 6'-tYe 4'-7�/8 4'-9' 3'-7�/a 8'-8Ya" 8'-3Ya 2'-11 �/s 6'-10' 9'-73/8 4'-45/a 14'-7�/8 15'-3Ys 6'-10Y2' � COLUMNS 6� 1 '-8�/a 1 '-103/a 6� i � • ' � QrChlt tS i i i i i � i i i i i i � � I k I I � I I I � I I ' I ( f I I ! I � � I � � � J � , , � � � , , , I , O � � I I I I I � I I ' � � � ' � p I oo � � W I ' � � ' � � � � � � , � � , , , • �'�' 2301 BLAKE ST , STE #100 � � � ' � � � i � � I � i i i 3-#6 AT SLAB ' ;o DENVER, COLORADO 80205 (V (V I � I I i I I I i ( I � I I r I ' I � MID-DEPTH � � Q 303 861 8555 F 303 861 3027 � � � i i i i i � i i i i i �Li� i �� � � 0225 MAIN STREET UNIT C101 Z � Z I . J . � I I I � � � �� .m EDWARDS, COLORADO 81632 � S � ^ . 970 926 8960 F 970 926 8961 J J • ( 49'�5) S6 01 iW16 X 26 I • � p'� I i I � I 1� i , � � � v _ = 149'-10' �� (149 -5 ) b• 149'-�O' ��i � p'� �p V V b' 6. � I ( � I s6- ? � 6• v� � GJb� I Q Q � i i i i , i i I i •p� ( \�+ � � . S i ��` �+� i � � � .�� On� I � ��0. W 8 x 35 -� O� �b� - - - � - � - �� ,�� +�� - }�� -�� �� - - - - �- - � � - - - - - - - - � ��0. � � � O � O . � � I � cp \� i +� � p �y �n in �� I � �sy� `�, S I • ? �. � . . 4 . � � � W18 X 35 ,� Wl x 35 � W18 x 35 i �� i � � ' - �� - � - - - - - � B '� c� � W16 x 2{6 �% � �� g� � I O 36,03 16 x 26 ���+ I ' Wt8 35 in I +�S (149'-5�') I I , � s � ����9"'S � 6, � W16 x 26 149'-1Q ,�(1 I49'-5') i W18 x 35 _ _ W18 x 35 � - - i - - - I ' � ' - - � � ' - - - 6Yi (149 -5 ) i - ' - - - - - - - - +�� --•- _ . 6. �n� 5 �Lj�+ i ��� �+ � ��35 � W N 6� � i � � � � 1 J�+� � ��+ 6. � ` �� �, - x �'s I s � I in �P�� x � / 6' 6 v' � Q c0 � O s ��� "� �`� � 6 4 3 i i r I � � I � i , i i . , � I � � �h� �L� �'; �'�� � '��` � '� ^ � S-3 � �i O - W18x35 W18x35 W18x35 - - I - ' / - - ^ - ? . � I - � ���� - , +� 4 � 3� -� � . ry - � �b - - - - - - - 5 � � � � � � �n � � � � . ��3 S � � � `S � � � W16 26 Structural "' � � o�°' ° � � � � 4 � �,�� C OI'1 S U � t a t'1 t S I . (149' S') C � L6 x 4 x 3/a LLN -� � �p _ � _ 1 � _ _ + � ,,,-� i - - , � STONE REL I EF � � � 3 2 � � � +� i � �? ��� �i� S• o I n c o r p o r a t e d ANGLE w� gX3g I S6.0� S6 1 , � I s I � �� s � +.� ``SF• � 3400 E. Bayaud Avenue #300 � x 35 Wlg x 35 W18 x 35 h � �y 3+ • �'• `S � . Denver. Cp lorpdo 8b209 ,o � i + \ �� � O � �b 4 ' 8 � � � � ) , l J � °� `� ' � � "'�`O l 'E 303 399- 5154 FAX 303 333- 9501 cn � � � � � + �'� b � !y �' � p Email InfoQsci-denver com c0 . x � X i • x . I � i - � ' - I � - - � - - - � � - - -�- - �+ - - ��+� s � i - � J� C��\ - - - - � SCI Job Number• 04- 187 Y � � � ' � � � Wi8x3 ' :�� ' i 4 • S � C� O � 3 � � � � � � I � � � , � I � �+"'S I �+ ��0+! 6 �` � �y � �v� � sy s �� , ��"� ���� � � � ISSUE/REVISION DATE NO. [15] W18 x 35 Wi8 X 35 W18 x 35� � � _ •� _ _ _ � _ I _ _ _ _ �� � _ � _ . _ _ + �+ _J�+ � _ b � � _ • '� _ _ _ _ _ STRUCTURAL CDS 01 NOV07 � , ^ r � � �o � • � � W18X35 ��� - � - - - ��p+ i6 �+ h � � - ��+ - - p - F . - �j� x5j- b � - - - - - - N TOVRESPONSE 12DEC07 Qj O � �� i 4 'O� 149 10 � �3 • TOV RESPONSE 11FE608 Q ?� . � � � � '-' W18 X 35 � � ' � � E b a �S. � ,_ . �� i 35 L151 :� W18 x 35 6: � W18 x 5 � � � b 1 ' �y 4� � -� m � � 6��� � W18 5 I �q� �+�� �+�, � 56�� I � CCD #24 23APR08 Q D � . x m cn . i ' m � � Q I � 3-#6 AT S Q � O CCD #28 29MAY2008 Q .03 � � � � � � � I � I I � 3� I '� MID-DEPTI-a � `ti� P. ;n �4 � 3 � � � � � � � �p+ ��+ � !y �, W x26 S'6� � ,l,C � -,o � CCD #32 18JUN08 5 W18 x 35 W18 x 35 +/ x 3 e �? �+ OZ c 149 ) �, I Q LEVEL 5 ENLARGED PLAN AREA 4 ,�-=, �-o- � _ _ _ _ � gX3 �, 5� . � �y � � - E CCD #38 25JUN08 ;o p u� .o i � �,�, � i 1 ' i ��+ i �� i�+! OS S6 O � NOTES� � , m ' ' CCD #36 23JUL08 � �o � x �o I ��; �F� ` I I I �'s S � ,��+ �i \ 9 •O� � Q 1 . BOXED NOTES �� INDIGATE A TYPIGAL CONDITION UNLESS NOTED OTHERWISE. ap ��, � ���ooc•-xx• x 35 [15] W18 X 35 W18 X 35 W18 x 35� � F• W18 x 35 � � . 6i �r' �9 • � 2. TOP OF SLAB ELEVATION = 150'-O', UNLESS NOTED THUS� , 9 _ _ + _ _ _ _ 3. TOP OF STEEL BEAM ELEVATION = 149'-7' UNLESS NOTED TH� (XXX'-XX'). 4 � - T - - �+ 8x8 " „ � \ O� � � � - I - = F CONSTRUCTION DOCUMENTS 08AUG08 n � 4 . <X � INDICATES CAMBER OF STEEL BEAM . . � � i IMBER � ��r, \ � . , TOV UPDATE SET 10SEP08 5. PROVIDE 3/a ' � x 4' N A S.. FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS� [XX] WNIGN INDIGATES TOTAL � � �'-`�'a '-4 � � I � Q IGKER,� � �"�9 � � ^�� � � I � � ^ i� i� W18 x 35 ' 4 . 7 3 PLCS� + \ � � NUMBER OF STUDS EQUALLY SPACE H A.S. ALONG BEAM UNLESS NOTED OTHERWISE; WNERE NO STUDS ARE . 6•� •,� S; � ` . . ,'` ���, i r `° INDIGATED PROVIDE 1 STUD PER 2'-O' OF BEAM LENGTN. x 35 [l0] 6 � � `S= �• � � + �ti � o x W18 x 35 W18 x 35 W18 x 35 Y • W18 x 3 � �L� . , a 6, �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SHEET S1 .00 FOR STEEL DECK - - - - . . . . .� SGNEDULE. 4 � c�n . 18 x 35 "� x x 8 +/ • '��� � 6- � , POST, 9 ., „ti p REGISTF 7. RE� SNEET 51 .00 A FOR STEEL BEAM GONNEGTION SGNEDULE. `� � � '-43/4 � �6 m m5'-q3�4 q �_q 8 3 PLCS +�� r�\ P � � ( ^ '� O�Q�•PQY � ••;4F� 8. ►-'�' INDICATES A MOMENT CONNECTION, RE• 1 , 2, AND 3/S6.00. gX3g � W18x35 W18x35 6• � 'O i i '`� ,� i !`'++�9 „O , ��� � � � o�� R�FS;•� 9 RE� 53.00, S3.01 , 5302, S3.03, AND S3.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY . ci 9 h • I �0 • o ; PRECAST SUPPLIER. � . 4 . I � W18 x 35 � W� $ x 35 s; � W18 X 3 S�O? � a ,� ' � � � � : � ;u 10 'SC' INDIGATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP CRITICAL. ■ �O �O ' �� � - - . . - - - - - - -� - - - - - - - - '.. ;_``' 11 . COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECE-IANICAL � � ^ I 4 � I iO , �'�' 5 1 � •� H '�9� ,� . . . . • •'c��� 8x35 W18x35 W18x35 W18x35 ��1 . 6.01 � � , 56.01 � ao SSIONP G �j - / a o � DUCTWORK WITN ARCNITEGT, MECNANIGAL ENGINEER AND SUPPLIER. '=' � x . h � �- � xxic �o u� i u� i ' � •i c0 pj`�ti L8 X 4 x h LL • � 12 �--► INDICATES LATERAL LOAD (SERVIGE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WHERE PARALLEL TO . v 4Q � . c+� � 1 '-4 ' • � LINTEL I r � , A WALL OR CONCENTRATED AT A PERPENDIGULAR CONDITION. � x x �o I x I i. cp c p 18 x 35 13 RE� SNEET S1 .00 FOR LINTEL SCNEDULE AT OPENINGS IN WALLS FOR 4' STONE VENEER. 8 x 3 5 � 'n 3 3 � i W� g x 3 5 i � , 1 x 35 W 1 8 x 3 5 W 1 8 x 3 � � 6 X 26 O � 14. PRECAST SUPPLIER MUST GOORDINATE ALL OPENINGS REQUIRED FOR MEGHANICAL, ELEGTRIGAL AND W 1 8 x 3 5 W 1 8 x 3 5 � � � c � �o (149'-5') ,m PLUMBING TRADES. . _ _ _ _ _ I _ _ _ � _ _ _ _ _ _ _ _ _ _ • -{ 1 - - - - - v 1 5. R E S 1 .0 1 � S 1 .0 2 F O R C O L U M N C O O R D I N A T E PL AN AND SCHEDULE FOR GOLUMNS NOT LOCATED BY GRID TIE. 0 � S6.01 m � � � 'f'3 �p G2� ' .�.V � x 3 � � �; . 16 Q IND ICATES STEEL COLUMN, RE� SCHEDULE 51 .04. 8 x 35 � � W18 x 35 � W18 x 35 I I T �'S I Q � -6 m O W18 X 35 c ';� W18 x 35 ;0 6• ' 149'-1 O- � 17 TYPICAL COLUMN BASE AND 4-I5S POST TO GIRDER DETAILS, RE� 51 .01 . . •� � � � - -+- - �- - -� �gx� � - - � � g - - - - - - - 18 RE• ARCN, FOR EXTENTS OF STONE RELIEF ANGLE SHOWN ON PLANS. �O N m X m ( X ( X � ( O i . iO x x 35 �r► 10 � i� x c 0 � a o W18 X 35 � � � �,,� � 19 AT LOCATIONS MARKED 'S-4 SIM.' USE A 3/s' END PLATE W/ 8- �i�" � A325-N BOLTS, 3' SPAGING AND 1 %z' EDGE � � �-� p-� 4�-6• c0 ' � i i ' � � � � m X � � x D2 S601 . DISTANCE. � W18 x 35 3 � W18 x 35 � W18 x 35 � 3 r W ;� � W18 x 35 3 `;� � '^ -� Q12 I W18x35 � I W18x35 ;o � W 1 6x 2 6 ; � �-- - - - - - - � .tE_�9tE_ ,,,,._,,,,.,.,.,,,,- - � - - �149'-5') � .� S6.05 � ; � � - - - x 35 11 � Q WALL m � 6 � ;n I ELEVATIONS I � � ,o ; - - � - � N - - - - - `r ' `r - 6.43 - - - - - m - - - - •, - - K � � - - - - - - - - - 1 � � 4Q i �° 6 C 5 �E • � � . �n � � � m U 7 2 � I x S5.01 3.0 55.01 � I � x N ^ m � x ^ a� • � � �p � S 6.0 1 m � � i .� i v � � W18 x 35 � W18 x 35 3 � � J � � X � - ^ � � W18 x 35 W18 x 35 W18 x 35 W18 1 '-10' � p W .. c0 W18x35 I �, . • .. . .�� � , _ � � �.. X .� � I � �-�� ' _ , ^ `_ ' r I r = I � � ln ln ln � 'ln � � � m L , ^ � 3'- 4' 18'-2' - • �i 3 O � 4 m co co co 12 � � � ♦ w B x :� � � � � C� z � 3.0 5 ; 4 . � � � 1 -1 � �o � W18 x 35 � W18 x 35 W 8 x 35 W18 56.05 cp � Q � � - - _ _ _ _ 5.01 ;. 3'-4' _ - - - 8 3 � � . 5 - _ - - _ - - - - - - x - - - r = - - _ - - � w � � W18 x 35 W18 x 35 �o W18 x 35 35 � � �� � � � • siM. � � , � M � Q 0 ,� . STAIR FR MING �' ' . ` r , . '' , . .• ; " , ^ , " �o ;� ;o N � . � m � � AND LANDING x 'N � � � BY STAIR � � . , . • 'Q �~ Wt x35 � � Wt8x35 � • � W18x35 - - - - - - - - - � � O � � � �°,� SUPPLIER I �o � A �n i .m � � . . � 2'-1%s" � ,O � � � - � � � � m ,a. � 6 6• � � s-- - � , N Q Q � pC .� _ , L6 x 4 x 3j8 _ -�g.x� W18 x 35 i " °o ',n ! 'v ^ 1 '-6%s' W16 x 26 '� N LL{-I STONE �n W18 x 35 � 3 W18 x 35 � . N (149'-5') � � w O � RELIEF ��� ANGLE v � x '0 5 � � � W18 x 35 m 149'-10' b � W12 x 19 � �p ' 55.01 ' � � � J � w� 2Y , a i� ._ in m . cn . O U49'-5') � ., o n .-�. Wtbv ?6 � . , � 8 x 35 �p � �p -� (149'-5') 10 11 O � O W18 x 35 W18 x 35� N � . 3-�6 AT SLAB - �� - - - - - - - - - . - - -� - - - - - - - - � � /� r 1 � I 10 19'-1' 19'-1%a � 4 `� MID-DEPTN W18 x 35 W18 x 35 V J v ^ � . � Q LL - - - - - - - ' p � .� �o 0 5-3 4�/a W18 x 35 1 - - - ,� - - - - � � � ^ L6x6x3/e ^ - - ' - - - - - - - -m - - - - - - - - - - - - - � VJ STONE Q � Q � ' � RELIEF W16 x 26 W16 x 26 I n 4 � � u ;o - °� 2 N � ANGLE � � (149'-5') q (149 -5 ) � � I � �V1 � 3 S6.01 � W18x50 W18x35 'v � � � W� g x 35 � � i S6.01 �56 Ol S6.01 � � � - - - ! - - � - - - - - - - - � . � . . r- _! - � 149'-t O' L6 x 6 X 3/a i x � '� '^ STONE ca W18 x 35 ;o W12 x 1 `� 1 'O RELIEF ( � W18 x 35 5 � S6.01 � � O ANGLE i ^ ! /� �n � L6x4x3� LLH ' VJ '" 56.01 '� 4� � x x "� x x STONE RELIEF ^ � � � �p � � � � ANGLE , i � i E i `n W18X50 � � � � W18x35 3 t � i _ _ a =_ _ � .. F_a � - - - - - - - - _ - - - - _ - - - _ - - -_ - - - _ - - _- - - Q , °- , . „ ' � .� - - - ,� � , � �_` 4 \ \ 4 � � � � ' ' � ' � d O W18x35 O W12x19 2 -� � S6.01 . , Y � � � ;� a � ' ' � � 6' EDGE W18 x 35 W18 x 35 m ; � -' � OF SLAB m � � � � � � x • 4 ' ' - � � i � i O � O � � � i� __ _.�_� � - - a 2 � � W18 x 35 S- 4 �n ,� � SIM. �o Wt8x50 - - - - - - - - - - - - - - - - - - - - � S6.01 ' R � - - � - - - - � � , - , q._ 8 --- - - „ �4 N . - , �-33�4 8Y2 - - - - - - _� LEVEL 5 NU� W18x50 6. p , ° � - 6 - - - - - - - - - - - - - - - - - - - o- �� W� 6x26 ��O ENLARGED PLAN � � � . � `o ,� 149'-10 � (149'-5') � � i � s AREA #4 � - - - - - - � - - - � N � .. � � � .� � � � W16x26 � W12 x 9 W18 x 35 W12 x 19 (149'-5') 10 11 �' , � m m S6 01 S6.0 � u� � ' c0 c0 c0 X c0 O � 3 � _� � � 2 _� o . ' � � W12 x t9 W18 x 35 � W12 X 19 56.01 � � � � N '� PLOTTED MAR � 4 � W � 11 ip 10 1 CHK'D BY JRB � � SF�. �.p S6.O� SG O� COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � ? o ' W18x3 4 [15l 2 J 4 SHEETNUMBER J � � _ � � � _ _ _ _ _ _ � _ _ _ � _ _ � � _ _ _ � � ¢ I 1 f 1 I k 1 1 n o - - - - - - - - t e' 6- - � 2•-�• N � - , _ 8 - - - - - - - - - t0 T � y W16 x 26 ;o � W16 x 26 � 5 ■ °� (149�-5•) � 149�-� 0 (149•-5•) D . P .A. PROJECT # 06232 . 00 � '� SCI PROJECT # 04- 187 � � a � � . � 21 Z2 23 24 25 26 27 28 OVERALL 21 '-10' 19'-1 ' 19'-1 �/a 23'-10' 16'-8Ya 19'-OYi 15'-3Ya 7'-4' GRID TO GRID � 0 ' • - � Archit ts � I 1 I E E I I I U` � Q 0 � ' W O[ > — - - - - - - - - - - - - - - - - - `� ° q 2301 BLAKE ST , STE #100 . � � DENVER, COLORADO 80205 � � � � � � � p, F;6.� � � � �0 303 861 .8555 F 303 861 3027 2� 0225 MAIN STREET UNIT C101 W � W �. p s` EDWARDS, COLORADO 81632 Z � Z � / �6. , 970 926 8960 F 970 926 8961 � --� ,O 5'-O' U U �` • F�O• �l. 6� �C � / , v c0 H H i T p,' • 6� / P.� � � , `�6. ?• � � � � \ � : 2'-O' O / / � � � . �� , � 6. t � . , ,� O. 2•-6 2 2'-6'�'� 'h T� �JI. � O � � � �� ' F�6, T "" is is CKiS iS iBC . �` �' P' � - - W `�� - + � \ - - � , � - � � ��� , - - - - B 3'- �( � '-O' � '-O' 2'-6' 2'-6' 2'- S 5 CK 5 BC a W �� eO � � � / � , � � . . `�• � T 2'-6' 2'-6' 2'-q' � � ��'�` � S S 5 i , P �t / �; ' ,i�'� i i a: ��� / �� . . � �' O , C?; S 2; 2 6' P-1 � `OO ��,b T , 2'-6' � 5 � 0G '` , � / � �� / • '` � 'b � 6• -* Ej ��� . . ' . 2' 2 6 2. S �,. ,� ' . ,�- . ,�.6 � P . / +� � . P �. � , a.� �o `6. �, 'Q. . .O �(� Q . ' � o. �o c41 , � . I _ � T � S W T T TT 3 '� � � � � . � , '� ' �j, -f- � t%� F O � � • � , / / � � � � � � . � � �, O � ,. �C � i -r � _ ' � � iBGiBG T i i 3 -O T iX iW iW iBCiBG � � . � , / � . s Structural 2' 6" T m '� � � "b °` � onsul tan ts - _ _ - � � - _ - - - - � - - � - - � - - - G' S ^ T "c� T _� T �O ' / � � � � , �� � � � ' / �"� ; Incorporated �_ 1 _� _ _� � � _ _ � � � � � P � � . / , . O . �' y �: � � O, � S � S � S � S S W BC BC ^ ^ ' X W W BC C - eo .� / �/ � / ' � � �� �'� e� + _\ 6�,��, P ' 3400 E. Bayaud Avenue #300 Denver, Colorado 80209 S , T � � i � , , ac ac T � -�,- � � , / - - �, + - � �' � �, � � . � � (JOJ) JS:I- J� J'�� f AX (303� 333- 9:�01 - - T � � � � - � � � _ � - � - I I I I I � , � ' � � � ' � Emad Info�sci-denver com � I . / � � , / '. e �? � � � P . 6� / � SCI Job Number. 04- 187 T N T i i i i T i i i i i i i i i 5 p 5 � / � / . ,b C �' . �\ . � '° _ _ . _ _ —� _ _ _ � , � � o �j, � �p , \ \ �':o. � � \� .- ISSUE/REVISION DATE NO. T AZ T � � �W�BC� jS IS i � ts�- ' BC IX IW IW IBGI C 0�' . / � / � � � . '� ,� , � . �� ` � , �� _ � � � � _ � � _ � � � � � � � � • c „b • � � p� \ � , b �p CCD #28 29MAY2008 . . ,� S' S` • `� yJ . i B�i � T T i T S 5 S S � , �p • ' -� � • • \ �� ��� CCD #38 25JUN08 m i i _ i i i _ i _ i � _ i i i i i d` . � � . P ' ,� P (� Ql 2 . � T 5 5 � BG BG E � �b �j; � � � � , � � \ � ,�� � A D CONSTRUCTION DOCUMENTS 08AUG08 ' S S T , T i � S W BC BC X W W BC , �, � J `(' �_p O �' -�" T , • • �6� -1 � / , '� •O. � . ,b T I I BDI � T _ S� _ � _ _ 5 p ,P� � � T � T � � S ' S T T � + , h . �.6. � P / . . � • , I CCD #41 18AUG08 Q �O � � � � � � � � � ip � � S i i e • 'O � ` �: , + � / ,� • `�' b . O TOV UPDATE SET 10SEP08 S IS T IT I i� T �S�W IBC� BG S�5 IS �CK S IX ..�- IBGI C i � i i i I 4 O 6 2� . � • � � -1 6. 6 . 6 b �, 6. . D. � . . � �� � � �` � � i �, .� ITITISISS � � T � / r'; , • 'b . • �� � P � P - - - W . - - +� ' s - 1 - - - E i i i i i i i � i i i i i i i i `� T � p 's� � ' � / y� / . �C ' ��5. O S ( S T TI BD� O IS ( W IBCIBC I I I I X I WI WI BCIBCI ' IT ' T I IS � X I T � „ .�,. � e� � � / / � � \ � , �''° ,� P � , / . + � '�, '-7Ys 2'-6 2'-6' 2'-6' 3'-6' 3'- ' 2'-6' 2'-5' 2'-9' 3'-O' 2'-6' 2'-6' 2'-3Yi 3'-O' 2'-6' 2'-6' 2'-6' 3'-O' '-6' � 2'-6'� 2'-6' � 2'-6' � -6' 2'-6' r„� - �'� y�, � , � - - - - - F �• � \ . , . . . , . , . . . i , . . . , . . . . . . . i . , , 2�-�� � 9'-6' 2'-6" 4'-6' 3'-6' � i D ` `�6. Y1- ' / � b ` i i i '`o 6 -O -O 2 -6 -3 2 -9 3 -O 2 -6 2 -6 2 -6 2 -6 3 -O 3 -O' 2 -6' 2 -6' iv � 5 U BD T S S 5 S T X X W W X iT �o BD S �C � � � \ �1p S , AYi iAY , ' ' � - - °' - - - - G p,p0 REGjs 6' '-O' '-O'2'-6' 2'-6' 2'-6' �, T � � \ p�� NROY � ^ I � 2'-6' ih �2'-6' a�. • •• • •• � ILII I ( I I B� � � � � Q �� F9 i i i i i i i t i � � . t � � a'. �. `\ ^ �o�,�c. 9��FO ` • ' 9 . S i iqY 5 5 T � BC 5 S S 5 S � X W W W W S Bp • 2,-7%8 .{ �'• r • � O � • 0 A � ,� i i i i i � C i i i S i i ?�.. � �o S S 5 PS 6� � i � � � .o; JQ i i i i i i B� '° 5 � � 3'-1 %a 2'-6" 2'-6' 3'-6 � 2'-6' 2'-6" 3'-8' 2'-6" 2'-6 ���� • �j 9�•• �;'�C,�' 5 qY S S T BC � S W S S S iX � W iW � S � S � S G � CK S iS iW iW iS iT ' �` • S�ONAtE� \ G� � - � H �`' •... ...•• G� 3�-� 03�4 ���`,' U 1 r�j � � A T 3._O}�6 � -6 Y�6 C� �o � 6 5/�e 3'-O�i b � 2'-6' Z'-6' 2'-6' 2'- 5•-4' �h 3'-6' 2'-6' 2'-6' , B D ' • T 2 ' T S S S N i i i i i i O 3'-1 ��6 3 -6Xe -N W 5 'f T , � S � � � AY � S � S � T . BC S W W S .m X W W S S S m G K S B D �i i i i i � �Q p S � T I � � T •i A i�n S O 3'-S�i�s� N i I I O� C ih 2'-6' ih . � T a- i 2'-6 e � �• '0 2'-6' 2'-6' 2'-6' 2'-6' . i i � T T :o I I I I I I m -N -� 2'-6�6 B . I T � S � S � S S 80 c� � p N T � BD .0 m � S � S � W � W � S � X � X W W S S S Bp GK X S W W S T � S W W S I I � • S W S W S ' � � � BC � i i gC i i i i i i � N i S i i i � _� S � S U � � � � � � N 5 r*1 , z -9- BC i i i � I I BG m I ( I I ( I I B N � ( I I I2� � �G o�� i i i i i i i i 2i i �n S � � � IS IS IW IW IS IX X W W S iS iS � CK iX is iW iW is iT . IT S S S S S � IS IW IS IW IS S w W S 5 _ _ ��o � I I � EVEL. 5 ENLARGED � � � � S B° � T � � �N � PT TI - � - � T � � 2 , � � - � � - - W - - ; , - - - ; ., ENE RA ON PLAN AREA 4 �-_, � o- _ � � � � � � � o � � � � o � o I I I I I � �� � � � � -� 4 '-3� 2�-6� 2�-6� 2�-6- � � � ■ - ' �► ,-�--►�� - ' - - - - - �' K NOTES� . 1 . RE� S2.33 FOR ADDITIONAL PLAN NOTES , � � T T O � � � � S O 5 i �• QZ . � T � � � � S � BO BO AY T 5 4 2. I i U 2. RE� S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. I I �I I I I I I I I � ' � ' ' � ' ' � � � r„� ,�° I 2 I I � Ip :o c�'n � Ii i i � i i X � i i i i I I I I I I I I I • � � - - - - , � I I I I I I I I I N �� � � � , � T T � N o J , I I I I I I X ' i i U i i i i i � i S 5 5 S S 5 W W S 5 S S 5 N W �/� � T S S W X T IT � S IS � S ( S IT • . . , . ` .} S W _ S .� LI� - - - - - � , - � � `� � , , , "' , - - . - . - � - - - L � ~ y 2 -6' ' 2'-6' 3'-8' 2'-6' -6 3 -O �' r ,o � 2'-6 2'-6 ,o � w I I I I I I T I I I I - ` � � � � � N � � � � � X W S _ N , '� � c� � � 2'-6` ' , s s s s . s w w s s - � s—� w�vu . � Z ` � T � S � S � W � X � T � � T � 5 � S � S S -r i 2'-6' ' 2'-6' 2'-6' 2'- '-O' � ir� p � � O ' � �M � w � � m � ' ` � 5'-O' �2'-6'�2'-6'� 2'-6' �2'-6' � ' - - - M � � O — - , - - T O .. - - - � �—�— T- T - - T _ - - - - O � � ' i i i i I I •. F . � , . � . . �, . � , - 3'-O' 2'-6' Bp � O i i i i i p . � r• i i O I � .o S 2 ' m S S T T in � O � � � p X , I I I I T , � � � , � � � � - -� T i i i i _ih T in - '-O i i i i i � � Q X T T S S S IS IT - BD � � - - � - - - - - - - - - �•- _ - � - - - - - rv Q Q �' � � � X � J w � w I T T � � —� L.L ' '-OYa � � 3'-tYs. .�. T � Q i i _. i i i i i i T - � S � S � S � S � S � S - ' ,_ . ._ . ._ . ,_ . ._ . ._ . ._ . I I ._ . � _ ��_,�,](� � IT IT o T S S S S T I 4 I , I I T I26i26i26i26i26i30 50 46 O T in � � co �o i i i i i i - � O O I , , � � , , , ♦�^ V � � i 2._ . ;o �S S S S S S � IS � S iw � W � S is i i � VJ I I I I I IBD � - - - 1 - - - - - _ - - � � - - - - - P Q � � eu � � � � � � N B � 2 B° W ",� � L�-73 6 _N 2 2,-6' 2'-6' 2'-6' 2'-6' 2'-6' . � '- • 5'-6' in g � 2'-4 /e � p 6 8 a • BG S W w S T -' 5'-3' CK T S S T .m 3�-p• T S r II � - - - - � � � � k i i � 2�-6�ie � BD � � 2, 6. 2, 6. 2. 6. 2, 6. CI. T •� i i i . � + m � � 2�'q5� 9%a' � 2�-p• 2 '" J ' i � i i i `o O 2'-67fe S W W S T � AY S W W S p �� ' � ' iBG � i i i T 9%a' � i i i i i _ � � I � 2 -6� I I I i T ��a') N I I I I I T -N - - � - � � � B� � � � GJ � T � W � W IS � T T E � qY � S � W � W � S i i � _ _ ., � , — - - - - - - - i i i i T (�t%a' .- i i i i - � _ - . - - - - - - Q ; � F `- -; � ,, , ,- ,� �, a ; , 3'-8Ya 2'-6' 2'-6' 2'-6' 2'-6' � • N I I ( I ( T N # ° ° T (�9/a l I ! - � T 5 W W W S � T .- iAY is iW iW � S . H ` ' � � �2._6. 2'-6' (9Ya ' '� B� - � i� �I ' � � � _ � _ -� - � i i � i i i � BD - � - i i i � 3'-O' � i qg � � ' � i T 5 W W W 5 T (q•) -m T -m � � Rg - - - - - - , - - - - - - - - - - - � ; N � ° � B° � '" � '" � '" � B° I � LEVEL 5 EN LARGED Q � � N � T _ _ _ T 2'-° , 4'-6- � � � � -� PENETRATION PLAN M • '° � s AREA #4 M N S N � � � � � � � � �. � � � � � � � ¢ S W V1� V1� 0 y � O � �' ! , -�' Q S i i � - i S � N S � � � � S � � � � 5 W W W � � � � � ^ PLOTTED MAR � . � � O � W 1 in �2'-6'� 2'-6' � 2'-6' �2'-6' CHK'D BY JRB 0 � - - - - COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a �o T T 0 (� T 2 3 4 SHEET NUMBER. F- J ¢ ( � { � ( ( ( � � LL — - - - - - - 12•-a- - - - - - - - - - T 0 o - 1 5 ■ � D . P .A. PROJECT # 06232 . 00 � � - � SCI PROJECT # 04- 187 y a 0 ? ci � l F . ' . - � Archit ts . 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 .8555 F 303 861 3027 � � � p � � � a � � 0225 MAIN STREET UNIT C101 � s s 4 6 6 � 8 4 b � � a � � � � � � � °"�""" EDWARDS, COLORADO 81632 o�xai ,zr-zf � GRID TO GRID S'4' 10''3' T-1UG 1B'9' n''7�j b-0' 63 10''4' � '4� �� zr-sw• s-�w.s �s'-�r; z� -4r: �-�ut �s�ue s�; �3-rst, i�-ar: s���; m•-to- �a1• �a-i� z�-ro� �a� iac�t is-� T'4' 4�i io m ceo 970 926 8960 F 970.926 89 � COl1l+M6 ' 13''7Y� 1'-3�'i T'llK 439fi "I76 ' B-1Q 4"43'i 6-GYi -B'3-19(i SsWi S'P,U� -9' 3'-? "3" B'3'i 4-�8' 6'-r 8'-B9C ' 8-4Ri ' 163i' 3'-1� 4'-4�'! 10''1� 4'-T 13-&� S''4�{i -1 -T 3-07L Y� 23'iUf 4!' 3'-GW�' 2- '9 4 '4�'i 10-89'i 4-T Id9� 4 '4G 19'-QYi BJ' B'-89L 6'U(i 4'T.� .1 -9' S_r� �� g..� g',gt� "n?b 16396' i -I� 4"49(i 14 -T.fi IS-2Ai' 6- COLLM�S � II i� ��' �5 � � � � � � I n i'-�9i '� � � n -9'�' �r-a�� � ' � � I I � ' � I ' I I � � � � i � I � I � I I ' I I I � I I I I I � I � I i � Q � � ' � � � � � I � I � � I ' I 0 I� � � I 1 I ' I ' I I i � � � � i I I , � I � � � � � � � � � � - _ ' ' I I � � i � i � � � I � & � � � � � �� � � ' � � � � � � � � } . � � � _ " , ,� , � � � , � � � � � � � � � � � � 0 ! _ _ � � � � ° � � � � ' � - - - - - - - - � � � � � � � , , � � � � � ---�--- � � . � 3-+6 AT 61..AB � tl 61 -4 i � � W18x33 YN8x37 WI8x35 � � � i � , � o __' —'—__'_'_'_ ' __— '—'—'_' ' _—'—' , '—' t � m bx WI6x26 � 1 � � I � I i i I I I m I ,p I I i ' 1 1 ' ' ' 1 1 1 � � + ' 0+ � MID-DGPhl � I � in , , , , , � � � � � 0 � z , , � � � � � ' � � � ' I � � � � � ? I '�sx�xs wa h x I �I % �acn9 paa-n7 �� 'lel I I � � � I I , ' � ' � O , I I � ' � Q � I SrsaT ..i� a � rnex� � z�� �� � I I I � ' ' I � �' s � � � �ex� wiex� Nnax3s I I � � � � . ���?� � ;vnazae h � I I �y,_I � e I 9 � I }" � � � I � Mf-4' i i � NA6xQ6 � �+• I ' I � Mi"4' o. I I�60''tl') � I � I I + `p4� + 1 � � i —�6=23, i I''1Ji �-il') (�6D'{ii � I I T I -19i in � i �, i i � � jf i i i ^ '_' ___' '_'_'_'_'_'_' ' -� �''.: � x?6 � i i I I � p 2Y-1UP 14'-6K fl6d 17 61��,� �I I I _ '—' - \C _ _ (� yG-1f 6x W'WII6x18 s g 3 • � % I � L I I � � � WI6x?b � • i � x • � i e � 'aba'-m � I � 2 2 � " ' , p �� F _________________ 1 _' 4� T�• � �� � � ' ' WI 4 I ' � � � � 161�_� , � � i I � h6di1� � yA �xTb I Q WIAx35 I I � s I ' , � I � ' �1' 1 I �'�'—' ��+ �+ +� —i_'_i�—_ I � f� '___ ___—_—_— _--� _—_ _ _ x WIB 95 • � I I i f� i p6�'-117 i • -69fi � 16'�2 Y 6' � � 2 6 � � � � � ' �'� __' � ^ �'_' I T / � _��__�_� _—_ � t � li 1� i � WI6x � � 0 b E2 T� � � I � '� % 6 � � i `z ' i z � � • � p � �j3 � np �� I � q "99L ' Y 16'-7 s 6' � �Q m I yl 6-p �'�' � b - WIBx3S WIBx (160-11 6-2 � '�,�_ Y 'R33���- � 8x36 30 � 2 � .f � e+ � I B+ e+ � --------------------- --- �- - - r -�-- • x � L --- y, -- - ---- . F � _ � ' ' -- WI6x x -�' ��--- i ■ b I �- �- , 'P I 0+� --- -- � ' � � +� �Y 1 � x � I EF ~ ANGI'8 i I �z35 I , WIB�WIBx � L 1 1 " 6x26 + � `�� - ' '-- tl I ��� � / � -- � ' F ( _ — QT- � '� ' ' , --'-----' m ' � _ - y� 1 8x3S � io VV 60'-117 • b2 WI8x9S 62 Iix3S _ � � �_ _ +-'-- � 1 060'91 1 WIBx WICz'.I� WI� !S N116xyS 6 1M6 26 I I 161 � __________—__ _—_—___—__ �_ _____ ' __ . ___—_ _ n -n9 I NAlxTb NA8x96 NIIB 3 W18x96 W18x36 �x� � ' _—'—' _ � a+ i �@+ 16f-4 �y�,' W16xR6 '" % x3 /h i �, � e.F'� �j � � � } � � � 7n :o � p60'-117 � � � � � x Q60-11') IM6x?b @�, i� Vt` T � � (�. ' ' I x ' e - -- �4� z8 + �+ o+� � � �i ,S' % � I m I I � .4 4 � x I I �.. � •U•-t'K' 6 (ibo�tt7 `�t i tr I w I I ' � � '�� �s 1 + �a gz i i i 9�j tRi x . i `,Tj ' • � � I W16x� � I x x �t � x I �l 1r F I �+ 2'� 8'-8 • 1� -4 w ♦ � � � � � 'u � x x x _ � ___ a _Y +'� _ _� _ i —_—_—_—_—_—_ p i 0�0''fl � WIBx � WI8x33 WI8xS0 V�8x36 r YNBx� ma%� Bx36 • 8x36 f � i � � --� T'—_ � � � � +� � YA6 � _ �_ ____' ��', x4x1j LI.FI ___ � � _—' — '_ ' _ '%__'_ , WIBx35 �o � 8x 1 ' � � ' � L , LLN46Tat�G � 3 � f � � ' . _ � - _ . � i �� � � � 1 � ' d60' I') � _ `. � ____________'__________ ' f _ ; 1 --p IEF f' � � _ � 6xTb _ 1 3 x4x1��- � ,.�� � � � � --f-�� � _ ANGIS Y � O STOI�E�l1EF ~ II � � � i a+'�! � � Q +� ,�`�+ + ► a� 1 � t r u c t u r a _ C � �. � � '��� � � �1 —�� � � � i o lf �}� � L6x4• I i � � � I i 'f,{ � e9i ���g el ■ x10 i I % L�,�-_6TOPE m I I � YMHz63 �3 IMBY33 n I WIBx33 �� 1M x93 O MABx+� � i I � �J/� �� aT 2 ANGL.B q � '�� u 'a- r ` \ • x x � x W � S'�ps WIBx6S 20K � i 8x35 WIBx% 5 YNBx 20K �� � I 0+ �o+ 'Fi + � + \ �� C o n s u I t a n � � � � � II i I � � � I �e.� � � � �%� � ,� � ° ,�ez� ,�8_,,,� �Bx� , �8z� , ^ x ' ' '_' _—__ ' _' ' ' ' . �_ —' '—'—'_' II I I e ID 4 4 �i � q I�q 1�1 I � '�� V • b � `. � � � , n n � � k � � STAI FRAMING x x � x � x � i � Yi —'__—'—'_' � �� i i � ' 1 � � G � i i I x � x Q � � I ' bTAI LL�PLIER � U r3 3 � � b I ' � m b A+.i� �+ �0+� I �@+� �/j � �� � , ���� � - I n c o r p o r a t e I � 1 1 I y 1 • 1 1 1 I � � � � �� �ns.� � w�ex � � x i � Q , '� � � � � I 0 _ S - - - - --- - - ---- - - -- 3400 � � � ' Mnaxx ' wiex�s rne x Nnax� Nnex Uo � __ +r�ye ,a ps] Nnax� M x � [nl n � ��ac wiaxso Do] Nnax� wi xx rnax ' � . '� � _ + _— ---------- - � � � 6 6 ' r'4 ¢ ' 4 � . p � , � ' a a.�s °+ � --- - `�O �+ h'�+ --- - - � °� "-"�i- e _ _ N p E. Baya Co orodoe80209 , „ , , ,; , � STAIR � �-�• • _ � _ � _ - - - , . - , - 4 � � ,. ,�r-•„ (303) 399- 5154, FAX (303) 333- 9501 enver, � ' ' v-nsxx ' v�nsx rnarss ' � _ ` � _ � _ ' nro unn� er _ _ - - - �-�— — _ � . p , _ ' � � � � � wi x� 4 y� i � _ ' � ' � � WI6• 7k' �lR ii i � i � i ' yVlgY3y tl 1 , 1 � o ' + I .. I I _ ' _ .o O n r IA4VYIBx [I5 � YVIBx35 in Q: � WI6 °P i �+'� l�Q �,�,_�� � I � ,�e � w,�x� w�ax �,5� � � x� � ""�x� ""� " � �-4- � � + � � •• ti Emad Info@sci enver com me�A � _ ' X � X " y . � _ � �� ' . f � � Y � 6^ �,a '` �_ � , � ' � � a SCI Job Number 04 187 � I I � � � � I nnex � rne■ss I � � '� � . wss:axY, _ " ro :r v�ne:3� '0 v�nax a ' _ dv� _R � o '� a h a l I y, ' I `bo �+ e� � ; �6 ' a b I 161'"4' 4_ ' I II I � � m x � D�� R� � _ M118x15 S1 , 4 � BEA' V x � x � x '9 � � Wlex 13 , + - _ _ � � � - F. � R 1 �- i � 1 • i � X � �' � � m ' u fy� I � _ _ , �a 4 � � � � 7 W16,�, � � ISSUE/REVISION DATE NO. i T � T � � m WIB 36 WI8x95 WIBx 15 ^ Y _ � - � c� e � � �fj � 4 + F 10 � % � � x WlbxyS �gx� - -��� - - i ' 2x22 ' x , ' 9 - - - Y • wit■zx w S y � iR � � ts,� Q I �+ � y�,e b C � _ _ _ � � � � �MA6x�S � I 6• ' � � � � � '� 611�L , 3' 7-6 -6' d � 44 . I I '_ _ _ __ _ _ _ ' — _ _—�____ —__ ' —_ b I m a �a � ' -a �� I - - , „ - - o , I - - �-r,� , i i' � � i ♦ I 3-M6 AT 6LA8 � o Ibau " � � � �rne.x � ' I � � " � : ■ % Nnzxa x = � ' _ ' wtzxeo � Nnax3e _ wie. [16 _ WI8r36 _ � wnz.�o° x x x . ' � �9�'-'• Nne"" ---- � Miv-oe�n+_ ' STRUCTURAL CDS 01NOV07 ' � '4 i � x22 jR � _ � �i L � � RE� GORE 6 S 20 ZO � 1 h i � I O� ` ,� • � � i i '� '� i i 71 � � ' � 6 20 ' S 6 � � I � �p 1� d Xp m WALL � � � h I 1 �� ' 4 4 . ' � 1 . � � `� � , I , - � a ' TOV RESPONSE 12DEC07 Q L 0. I � I 1 i � x e I • I � m I • x 1 f F 1 e , h I I � • _ � � . � ,o ' ' ' ' ' � ' � ' ' _ SIAA � _ • x EL.EV4TION6 _ � - WIBx [IB7 WIBx36 NA8x36 WIB•36� � � _ �. �.�.�.�- � _ � � B ' � WI8z3S � _ WIBx3S - � _— WIBx3S � - W18 95 � O Q yy�gx36 WIBx MABx36 I WI8z36 � '— _ NA9-36 —' '— _x' — WI8z36 � � 24JAN08 Q � �, � w,e � � �e �p CCD #10 2 � x � YAEx z x � '(� � 11 -44'i 6 6�99? x36 � S+ �\ 3 �� � F 1� ,__________ �, I � ,� . Y: � ------------------- --- - ' --- �y� ' --- -- ,n 'o , .Y m -- �,- —` - I '� ■ ° " ' 6 � � - - ----- ~ i ?f' w16xl5 ° w�ex33 " Q vhe.3.s w�ex'� ' - _ ' w�s. _ _ ' \ � _ - ---- '-- I ' - -------�-- -- � 11 FE608 Q ' � � 'o i� M�Bx'� �O I x _ • —_ M N � _ � WlCxyd _ �0 6xI6 [I6 NA6zlS ' 1 F ' � p 4 6 , � ` WI8x9S % N + O ��'—__' ' _� _�_—' ' _' —�—' } - , � � � �P � - ---------------------- - I— - w�6 6 , _ � _ --- " - -- - ' - -- _ - - - - ' — -----� —� TOV RESPONSE 3 o Nnax+rn� � • Nnsx i - _ ' T " p ' � p e _ � �._ .�— .,, a o WIBx% x � L x � z T WI8x33 � 4 �Bx� • ■ x � � � ♦ � � Y Ft - - - - - - - . � I �t x ■ " "' • � e,, �t S ° v�nexu ° ° v�ns.� ° " � i s� x I . � � i ' � � ' o�` � � „ w�x� b CCD #24 23APR08 Q � ,� �ier � � � � � ti � � � I a p � � �o a , ,� , m � � ur-4 `3 .� � wie.3s ■ -- - — __-_-� - c� -_- -_�_ � _-_- ==- =- - - - -=- ===- ==- - •- CCD #31 09JUN08 Q ^ � ..b W�1 STOFE � x � � Q x � �i ti P ■ ■ � 060'-m � tl60'-119 � x � 3 � tl � v '-3 , � �• x � '� L --------- � Q ,1e L.6zIx�Y i � � � ,� � 6 x �° a � z � i � n ° °� � � e ' _ � m ♦ � I I a m _ _ _ � MA6x1b v. �, rS I —' ' '—' h i � rf —'— ' x WI8x35 WI8x35 _ x t'+ ^ � � � (160'-117 �Ml18x35 �Bx3d � VABx96 ' � � , Bx __ t i x x S � VIIEx3S � 9• ___ Q � � � � � �_ � 6 S� � � '� �O 5�' i� � � {. '—__'___'_______ _—__ __. �' - a� f �+ � q I � I � o x � WI6x.l5 � � � �I ° MABx33 WI8x36 _ �� _— '—___—__'—__ ' _—_� � � I o y�ig in i ip F WIBx35 � � WIgx35 ' x I x z � _ r �- � � .. _ _' X k � ^ �_'___'_' � � CCD #32 Q � � � I � - — - -- - ---- - - ' — x - ' V � a a in WIBx33 x 1N -4' � � _ — -wia�x.- 18JUN08 �0 ■ ' ' _ ' — _ _ ' _ _ ' _ _ — _ ' — _ - L6 �z �li LLFI T ' z Fl n x i i� x � v e �B% � , � �8K 1 �e � x % �� � �. % I I - Jfd@ ' ' _ — ' — ' ' ' _ 'T _— ' _ '— ' —_— n � . �- W i � • .�.`� x � � i i i � � m � � ■ � �i 2� �� x � m � 6TOPE RELIFt „! F � � , -- - --- ------ - --- ---- - -- - -� � � , k I x �, � J,u, `� �e b m � ■ � Q , nr�ra� � � ' � i � ^ n F � wie.� " � Nna.� Mna. � _ i I n � WI8x33 wie:� Nns■ s x p x � � I � % i � n � 12 1. 1 � , e � ~ w ' - ' ' - WIBx37 WIBx . _ _ _ x F [M7-119 o- 7 �i + � � 1� x z p2 i � o b U � � �D MAB•36 , w�az 6 eDrt _ ' � � m . � � n ' � „ � ^ _ " " _ ' --- - -- - - -- - ENTS rns=�s�� Hna■� 6 � af s�.na "' _ � � � � s,3s rne. rnex� ' wia. w� . _ ,,.,.�,,,,,,._ _ - - � - ' - - -- - - - - - - - - - - - - --- =--- -=- --- CTION DOCUM � � J T a : rca „ - T �.� n � � � - - - - � B . � _n �6x x - -- 4 � � vv�a. - - " -------- -- --- - --- - 1 -=--- -- --- ---- � - _ � u �c 4e• r I --wie+'�-- I : : �__ wia.ss � K CONSTRU 08AUG08 � ° - , - 4 _ _ ' p - � ------ - -- -- - -- - - -- -- --- ----- � vae.3a wie.ae � , n � ; K - ------ --- - - - ---- -- - — - - -- - ` � r+ s— — - ------ - ---- � , 1 � ' E � Q � � ' ' � � ` � � � I � � � � � ` * p 4-� Y a TOV UPDATE SET 10SEP08 8x3S � YN8x.96 � � W18x � l,� v � �� T� � „ � R �_ � x NA9x3S Y WIBx � L6xIx7i LLH .r ELBVATON6 M 4 �' srone ��rr ' ■ _ � � � � Nna � � anz v-na■se� �z '-tc § ^ � a � � •. � ' a o g � ' D X ATION6 S o h � ■ � L6x4Y LLN ANGL!`. 9 SIDES � I n , � ., � . Nn6x36 Wlbx � % x - - � � a � OR ELAB � � � � I � I � % I � � � x _ 6TOIt �1.IE.f - � � � � f � _ � � _ _ � _ _ ' -I - Mnexx � Mnaxx I o � nr�e, ssioES � Td Td d 3 � � � � ' F _ ~ i. 0. � b � ` L � _ _ � NA6x '� � YA8xD7 � � � WI6x � � _= ; i ��� ._ __ .—___—_ __ WI6x3S '___ ' _____—_—____ ' __ __' I 8-4' IB-7 1 !i m �� x ;� I In �R . Mna.� wie.� � Mnex� �- � � ' � � � � q _—'___"___'_' _'—__'___ ' _ ' __' '__—i...r _ b+� � ; Y T IR IgJj—_ F _ �_— ' — 6. q ?,8�(i '�i �i � � � � I � � WI6xl�S � WI6zl5 B 5 �4' '� _ — ' — ' , x � WIBx36 ' _' �8x� - ' _ ' x�14 WI8•36 _ "� _ — ' ___ _ '— ' __— ' —_ � O �� � � • � 9 � � � - - - - - - - - - - - I � p EGI F � i� B 1 + � m p p Sn - •• ,` �i /i �I a � x . $ � d � i � YA6x95 VNax '� � - x _ � x � _� x x x � - � O o � � � b � _ y f - - - - - - --- _ - -- -= --- - - axx x ' +�a _ � ' 1A1 ------- Fl � WI8 D W16x+�3 � � WI8x3S x'�1' , ,� Q Y � APD LMDING ` N78x� W18x95 � 6x 4 N � O�• ••P�Y B�R •• O W18x WI8x36 NA WI� W18xD7 ax '�3 T ' ' — '—'—'—'— � � �. : Q`2` '�� i 5�+ n �O N �. � 9 . : O . LLH 6TOna S ,�. Y � I � p � '� � n v�n8z9S " " I m ti a BaIPPLERI � 3 � . ' - _ U • • x 1 1 �Bx f • 7 • � '� RELIER 1 m c�e i� � � � � � � � � � � � � ,o � � � W18x Y _ .. „ NABz35 � z � � � � � MA6x26 ;o '� ANGL6 � � � W16z76 id,' � x WIBx3S � � _ � WIBx93 107 - NA8x35 _ _ - _ _ ' � _ _ _ � _ _ .p v �o WI6x37 (160'-119 7 b6C-11'1 �f—� 8z £ � . a � , LJ_FI ST�OPE t 6 � �8x3 • � 6x26 � � 161'-I a � � ��/ N tr _ _ _ _ • • � ui+sTanie ' a _ ax�s ----- --- -- -------- - - --- ---- � ��r x� � x • ba-m � `� � ;_ 43s - �.axs■ �r, wa . x � _ . . �� ' 6 - ------- e�n9L' qY: I ^"r�-e nea-u7 ti m x a m Y � b ; ;� -r---------- — , . r- � o � - ,p . • nsa-m � � �ba , • 6• g °• aau.e. s-sioes n�; � pao-� ,o - - - 14 -----Mnsx„ --- — . .. � � x _ �p - -_—' — VYI6z2 1 z U60'-11 __ r'—_— '—_—'—__' —_ • • w _— '� • 9x _6x s-_— A ♦ WI6x26 a 6TOI�E REIJEP `• � _— '—__'_' __—_ —__ ' ___ __ �61 -4� i �o � -�3fi � � � s � * � - WIBx96 Y a � ----- - . �gx�. -- � �.� � � ,q-� _ _ _ -t - - - ---- P �'` SSIONP�' O vasx ■ H : sais rnaxze � � x� 16i -4 w-ib � ti _ _�_ ��T�� _ ��T_�_ � �, - O T�� i17 M'U6 � '0 �� bx.� 060'-11� � � � � .. �� ...' � .. f 3 X _���� � ��� �r ���_ _____��_ _�_� ___ Q WI x3S 19'-0T5 ' � � � 1160''117 61-, � O `� � _ __'___'___'_' _'___ '_ N ,� 8�� _ � � � WI6xT6 r 16i-� T � ' + s � ` _ ' '}��y. � N _ '. b i� 6 � 116C"1�7 Mr"'�� x Lbx6z � WI6x26 � M � —'—'— ' P - - - b �o �, �bo i I sTOre ,6, -,• nbo�n � w�e.n Y w�sx � : '_'___'___' __ _'___'___'_ _' __'__ _—_ ^ � a'- ' �b ro I L6x6x +JY , 56, �C q 6AC � � Bx95 _ _ ' _ � _ _ _ , _'__i __.______ • in '� � STOI�E 8x46 YVI6x1 , tWi� � 1N�sx36 f Mf-4' �47 ANGLC � � 1 1 1 t 1 1 � � L6z� z � � x � L6x6x �y 10 9 10 I � � 1 � �x6x� � �f WI6■ � �� % � � • e t RPJ ROOf ' 1 yiI6xTb � � x .� � �� �� +*{ x!S � • i �e � � � I'OR A001 IqJAL OW-�ly }1� I � n COLjM�) 3 '�i 9 R!i }p � � H � ��� � � �3� gx95p MABx3S , 'c � m k FOR GCGT! , 1 F�1654xIz � 1 F. + + � : s � � � � � � � � � � E9 � WIBx _ J --'— - '-- ---'- --' , '---'—'_ —'— ---'—�------ ---- O PO6T 66.0 _ O � � � -� 1 1 1 � � � � � � 2 Pl'G6 � 1 1 3 WA8x190 x°JS - � � � _ � _ .. _ _ ' - ' ' � � '_'�_�'_��'—�_' __'�__' ' �' _ _ ' �� � � � � •• � % • O ' ' ' ' � a " � � te✓sa,a ° `° � g " 4 Sa' R ia �xa� rnex+x° v�nz � ' �x a iba m � � � % � b Q ° , i i � H � s. � � -------- ---- --------------- , i r � � F wl2xl4 ' � v � Ibl•-4• , i I � � i � � � � f � r � x T � � _ � � I ir a 6 � s 6�� yy�gz3S 2 t*19 Bx00 - - �� WI8xn9 _ W18x95 _ _ - ' � 56.1 � � I, x x x 9'' � � ' _ _ ' � � ' ' ' ' ' , _ _ � +'+ ' AK12x106 �—' ___'_'_' ___ '_'_'_'__�—��# � R 41Y7 • 10 � � � � � � � ___ ' ._' '__ ' '___'_ _'_ ' _ '__ '__ _ Q � � � .. 0 6 _�-- _ WI x95 � WIBx36 � NA2 WI x19 x36 Q � � _ 8x8 _—'—_— � _— ' x19 • � � � 1 f t 1 t t RF� RODF fRMANG RAN 'N � �� 7 � �3 t _ 56.13 _ I _ _ � � _ - � 6 � � TILBER h 1 I ^ ___—'—__'__—'—_ KIGKFJ2 y � l�� 1 REJ 14�d1! 1 •� f�i 1 13 n � 3-M6 AT 9.A8 � _ � � � - , � � � � , _ _ � _ _ _ _ _ _ •• - � � � � a q pLCS a� � x WIT:�� % WI x33 8z192 f [I Y ��.pgpT�,{ _ - � ���� IRb�Tl1 i L6z4xji LW 8 ! _ - _ 8,� a % � • , 6TONE d� COMt4CTIpJ � x � F ' � 19'�39L q�E h F __'__— '__�' �' — '�_ _'__ 3-� 'e RE� 1A/56]3 �► r • I I t i � 1 F i v _'— —��- , � 6 ' % o �xl9 Q x i' Ex�9 '^ 1160'-I� , � � � � � 1 � t � � � 1 , � , f �'+ I , R6 ROOF I'RMANG � ti RF� ROOF RAN qT yy.. � x �o s� ? ro ■ , 9 ROOP 6UPPCR'T BEAM r , 35 � H N 'u Go 6x� � �ING APD R�p� � s a NA6x?6 P-4 Br'x'�ED - ' '_'_'—__' '_'___'—'__ _—'_'—' ___ __ _'_'___'___' _' � oeTais ca�uwa � , � � _ � � _ _ T � F 10 y�y�g�D 1 , 17 f-!�j IS � R6 � PLJW � ■ � � � � - � � � � _ _ � � � _ , , _ _ ' _ ' _ , -�- , ' ' ' + II'i _ _ _ 1 � i i i 1 t � � � � .. ..�...���.. � � J T � � � � — Y3�'a �1(i 6TAIR ING APD e �M�p �gO� Cq,� LAI�DNG 6 6TAIR I S SUPPI.IER ARCFd • ■ ■ � � � � � � � � � � 5�' ' , , ` , , , � � � � � � � � � � � � � � � � � ` � I � � � � � i � Q � � � � � � � � � � � � ' _ � _ _ � � _ _ � _ � - F - - � - - - - - - - - - - - - ' " V W � . u - - - - � - , � - - - - - - - - - -�- - - - - - - - - � � � O � O � � � � � ' ' _ _ _ � O Q � � � � , � � � � � � ' _ - - - - - - - - ,- ' - _ ' _ 1 , V � � , - - - - - - , -�- - ' - , - - t - - - - - - - - - - - � Q � V - - - - - - - � � , � 1 � � � � � � � � � � I � � � � � , , � � � � � � � � � � � � � � i , H � � O � I Y � � � � � I ' � � � t t f 1 1 1 1 1 1 i � � O O 1 1 1 t 1 1 1 1 � � � ' , q � r , 4 - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - , -- , , - --g w � � v w 8 - - - - - - - - - �— � � � , , � � � , � � � � ' � Q �— � � � � � � � � � ' � � /'� °p' , _ _ _ _ - - - - - - - - - - - - - - - 7� � � V J x - - - - - - - - - - - - - ----�-- - - - - - - - - ' - - - � �/ � � � � � � � � � � , � , � LL , � � , � � � � � � � � � � � � � � . I , , , , . , , , , , . , . � � J � . , . , , . � . . . . . � � � . . . � � . , , , , . , . , , „ � , � . , ' ' ' ' _ ' ' _ ' _ ' _ - ` - - ' --1-- - ' - ' - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - Y - - - - rt Y - - - - - - - . � : . � i , � F 1 � i � z 1 � � ' ' , 1 1 1 1 t 1 � 1 � � I f ` ' � ,— r � .- !" � '{ b ! � 1 1 1 ! � P o- W � � f � � � 7R � L°�. � ' � : � � � � � � � � i � � � � � � t t � r � � � � � � � t i � I � i - � � ' ' - - ' ' - - Z f...._ �.__. � ---° _ ' � ' � � ' - � � - � � ' ' � ' ' � ' � � � � l.. _ c g Z � ' � � ' - - - � � � ' ' �— � � � 5� � � I °� u � p � � � i � � � � � � � � � � � � � � � � t � � � � � � + , ' � s P u� ■ � ¢ � � � h rn � , , � � � � E � � � � � � � � � � i � � � � � e � � � ■ LEVEL 6 PL � �, , , , , . , . , , , � � � � � � � � , , , � , � � � ' ' ' N � Z.�,� �,'�p'� �g''� 21'� 23'-IU�'i 18-IlK' 63ti 13'-77(� 1S� 6-6?{� YI'-10' 14-1' 19''ITlG 23'-0C 16'-6Yi 14�Y£ 16- ' T-I' GRIO TO GRIO � GRD TO GRID B-UQ IC-Y T-1Ufi 18'-�I' ii''7� 6C O'-0' 10-1' 21 -49'1 R'� ��• 4�8-US � ov�t,eti � . a o K e �s v e g �o a � zs x sa m s� � 1 2 � 4 9 6 � 8 9 �0 � , PLOTTED MAR 0 ao 0 CHK'D BY JR � . o � W COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITEC ¢ P AN ;6�=,.-o- o LEVE � 6 L 2 3 4 SHEETNUMBER a � o NOTES� � 1 . SEE ENLARGED PLAN SNEETS 52.35 THRU S2.37 FOR APPLIGABLE PLAN NOTES > � 5 0 o ' SCI PROJECT # 04- 187 D . P .A. PROJECT # 06232 . 0 � � .-. - � � � 0 � U _ _ - _' � i LL _ _ _ _ _ _ _ L � / � : s 4 � e � e 4 0 ■ a a w e �s p s g �o a s: x► a� za �s sr �e ovrxnu.. .n� �� GRID TO GRID 6'-2' 10'-3' T"1Ufi 18-9' lT'Tli 6-0' S-0' 10-�' 41'"4� 19'-Ui 2T-',Di E-1p3fi 10''yy 24''� 27itaN 1CiU6' 6'-d� 17'73� 1l-6Y�' 5-64 9 -10' 14�' 19''I'L 23 -1p' 16-O�P 1Y-0�S IS'9�' T-I' 4'4�5' GRID TO GitD G � �� O 1 1 1 1 1 1 1 t 1 1 t 1 ! 1 1 1 f 1 � i i 1 F 1 1 1 1 1 � a5( � tl4 TI-0' � O �u 2-6' -6' -d' 3'-O' 3'-0' 7i' 7-b' i' -6 7-6' -6' 3'-0' 3'-C -d' -d' T-d' n � . � � _ � � � � _ � _ � � _ _ � _ _ _ _ � � _ � � _ � _ _ � � _ � � _ _ � _ � _ � � � � � � ;u � � � � � � t t ; � � � � ,�y � � i� N I � �_ � - i _I ��_ i i i � � t i t � � � � t � � ��' *lr. � _ � � _ - _ a A � � 6 5 6 6 I 6 I5 I6 IW I6 T 6 � � 6 T � Is IW Is Is s �a . tra • � Archit ts —�Y� �'��� i� � � �6 �5 �6 �6 p � 6-0' _ � - :-T=�i�� � i �- -�f�- , � ,..� ,. � � { �. i � i i i T T ' � �AD � 6 � � � S� 6 � S � 6 i W �B T ' � T 6 is i6 '6 T 1CC �6 �W �6 �5 B � I � ► b' /� b �T ► � li. � � � � � � � � � � � � b. � � � � � r�. � � � g g T S 5 �y.� p 2-8' i i i 1 i i i 4'd'i '4 2 � 2 � 7-0' � � . , ls• � � i i i i i E '-0' _ 3 �L I � -6' ' 9' ' ��i h +_�_ i-O' �IL 7-6 2-6 2-6 '�i ti �� � �- AY 5 6 5 6b 6 6 5 AY � -� _r -r I �` � s S 1' � � ' � r� �W �5 �6 , r I 6 6 � 6 5 B�G� T � � i,/ � b. , s - - - - - �' �' - - - � T � � � � z � � r � � T � _ p ' _ 6 ' - - - - � I I I I I M T � � � � � _ � 3-0' 7 1' , �'<J Y �� � � _ t+ JJ�l�� i 7 y T_ _ _ _ _Yr 3 6 6 6 BC � W � IS � . � i b. � � � � � ' BC IS IS IS IS BO 29' -d �6 �i' -6 3-0' ■ •P �f � ���{� � � � - 3' 73' -6' -6' -6' 3 1 -1 �' -6' 7-9' � S -0' -6 �d' / i � I S n 60i 6 d i � N � Y Y . - � � � � � b S fi � / i IAY IS I6 IS I6 S � � 4� I � � ' IU 6 S 6 W X CE IT I6 �6 �5 rrT�C6 6 6 5 6 � U - - - � -b T-4' , � . � � � / � � � r 5 - a -' �' ' { b �'° -3 y � � , �' 2301 BLAKE ST STE #100 � T I � � , , I �' b p 4b ` I t� - - - - - - - - - -�' s a z� � s � � � � , S AY 5 6 6 6 � to �BC 5 5 S 6 �80 rV b• �# � y'b 8 - � -0' 8'-3' S 2 � � � � � DD � � 2 � � � � � t in Bp �. • �' s y, �y b / / • �. � ■ � _ , s Y-r � � , ► Q s DENVER COLORADO 80205 T r , , �dY, � 6,� �D • � s s T ■ �r ,r Y -- s e s s � I � ( ( I '� ' �' I I I ( � �' . -�.--s. _� - z -� � , , ' '0' � �' � � //, / � � R �6` '�'• 303 861 8555 F 303 861 3027 I� i � � i i C! T 6 6 S S T CE i � � � BD T 6 W T T . '� - i � I � I i � T" 6 6 5 6 6 5 5 6 5 N � � � � � 3Q � � � � � �P i -6' -6' 7-6' 17i � BC 5 g T � � w r � • � BC 5 6 6 ¢ 'P 'P 3' - � BC BC t 3' X W W BC C 1 i � � � � / � � C � _ � .. � � � _ h - - C p -6 3' 7-9' 7-6'� i �2'i 6-715� - � _ i � � i i i i i i i � i T � i � i i � i � 6D in 1 6 � � _ � � .� T ��. T � i � � � t i i i i _ i i - � A ' •� `� -' = ' 0225 MAIN STREET UNIT C101 pp r-s p z-a - p I I I I I I `+'� . - - - C � � � � - ,�l '� iiN T ' '���_ T ■ N t i � i � i i � � � i T t-Y—i' F"�Y �'h� N S T t i t� T � � � 5 s 6 6 T T 1 - --�� - I _ _ T�T� � � � � , - - ------ — � � p � � � � �6 �s � � � � � � " . , ' / , , '� EDWARDS COLORADO 81632 � i i i � I p I I I I I I �y � � 7� • -1G � � � T 5 5 5 5 T T 6 5 S 5 S �CE �T �5 �5 �T �CII S 5 5 5 5 T T 5 5 5 T 5 � �� � � �S �S �5 �5 �5 �4 5 W BC BC X W W BG C ' � { > tr . � �„ � , / '� �' , �, a� � h 970 926 8960 F 970 926 8961 6 6 6 6 S 6 5 BC BC 5 �6 i5 i5 6 5 5� '» 5 6 '+ 6 5 � � � 5 J r ' 'r r F -{- -}--�—�{- 1 ' �- - i 1 i 1 ♦ � � � � i i 1 � � p � S � -6 -6 2-6 � i T L f� 6 i I I I I . � � � � � � i � i i � � � � i � � � 5 � � i i 5-0' h �, � � � � �I I I I ( ' A � Y T �-�r �- 6 -� � I � I� I T i i i i i i 5 5 � T � � � L �O T W 5 6 6 T .r I i i i � p F� � S'-O� -6 -� -6 S p � �� �I �- I � p � • � � � i i i i 5 i p 6 i � i � i ���_� _� �I � I � ( I T� I � I I I I � I I 7 � m �T�-T � � '�-I� ' I I I � I / / ' /A p � � \ i` 1 i � in p _L� -t- T n C�_ F' T r-'+ --�- � � rr�- i � i M� l_L_ 5 __L._..L_ �_�_ T i � T ' _. H T i i � i � � i i T i i i � � � S / ' , \, � � � , , , , , , , , � � -�• -s � -�- -� =� � I I I I�I �T -�� I I I I z-� .� z� �- � �� -� r� � - � t-t-1- 11 - -I� - I I I I I a i � � � �h � � � T � � AY 6 DG 6 6 � 5 6 p� S 6 � 6 BC BC 5 BC S S BD T � 6 T T _ � T 6 W T T CC CG T 6 5 g 6 T CG T T W T _ T T T _ � y � � o � i i i i � � � -0' -6 7�'�7l�3' � AZ T S W BC BG 5 S �BC X W W BG C � s p i, i • O _ � _ � � in 5 W 6 5 6 }� 8C IS IW DG 8C ?-6 -3' �• p I I I � i i _ _��_�. � � _ � i � i � � T � _ _ _ � � i ' _ � i ' __ _ � _ - 5 5 6 5 ' / � \ C Y 1 3' � � 6D i � � I I I 6 � '�i � . � � � i � i i - - 7 p 5 'BC 'b '6 6 6 g X � i � � i i i � � � � i � {—�—�- � � J —J- --� =-a-=�4 �- � i i � � ' ' � , M , � � _� i �S �5 ia i� � i i � i � ` ' '� , / '3 � �- 6 i � F � �� _ ' T W S S S X h I i i M � I I I n 6 BC BC 6 6 5 6 EO T T 5 6 T T � � 5 I 6 I y� I 6 66 � � 5 5 5 W 5 5 � �T �T �5 S �T � � 5 W BC. 6C X W W I I I y'` .b y1. j � p � D a { n �BC 5 W W 6 5 � 5 iBC �6 �6 q � � I I �� T _T-r T�' �' � 3-Uf -6' -6 -6' 3'-6' ' _ ' ICE �� �r � - i i � � i i • ' I _' � p � i i i � �� � k. tr• y � � p � i i i i � � i I F'�� � d - � 6 I � i � � �LL s.� '�'� ` � ' —{_-J-' 7 Z ,/� � i i i i I 7�' ?-6 = Tr T � 6 � W � T � T � � � � - i6 - T '� 'T 'S 'W i5 T _ (I � �o i i t i i i i i � i i F T 6 6 S 6 T �� + ' b� a E _ � _ � _ _ �J._L�J_ OC �S �W W 6 N �S 5 6 X 'C -3 5 BC 5 �6 i5 i5 - �BD �T T �S' 16 IT 1T '� 4 _ � � _ - � _ I I I I I I I �� -� � � I S I I I i i i � � Q lr A d _ _ � � T T 5 5 T 6 W BC 6C 5 5 � X 6C I I I I ` I 4� 3 ' / �0 �tr� � 1 ' �• �T �W 6 �6 �6 X , ' ' ' � ^— �— T I . � t � � � . T T 6 6 S 6 � T T '� � / � p - _ b c � i i i � . o C' •1'-6• �• 2-6 , I I I I I I I s 1�.� �-----��� s� -6 z-d z-8 -6 4 � 6 �94 3'47b 7 -3 3' i i � i !i i i i i � � i i i i i i i � � � j • , . � �, T�.._ E Iy, i � � ' y3 1 � J' � p � � W W �Cr �T � � �T ��, -0r 3-0' � I IT IT IS I5 T TI 8p1 � IS IW IBCIBC I I I I X WI WI I b �T �T � � �X T♦ ` 6 6 i � / ' p ' _ _ _ _ _ _ BC 6 6 6 �W 6 6 BG F1 6 I ��q ' _ IBC IS IS N �gp �T T �6_ �X �T �T �� __ _ _ ' _ V � 'P C �S �5 �qC �s �X � Q � � � � T � � •.• • • 4-0' 7i 7-6 ' T-6 -6 -6 3'-6' 3' 73 24 3'-0' 7-6 23 4 9'C -6' -6 7-6 3'-0' �6' -6�7-6'�Y-6 3 -6 7� a�� . � � _ ' � n � 1 1 ' -0� -7 i __ � __ _� �z�•� �� � Q ?-Y � � sr 1 1 1 z � � I I —�--- �—_—_ '�-� 1 i 1 � 7-b� �74 -3' � C -6' -9'7-Y�3'-C i' � 7-6' -6' 3'-7�3'-0' 7-6' 7-6• -0' 2-0' 1 9'-6' i' 4 -6' 7-6' � 1 �D �tr. // p' 1 1 1 ° � 5 5 W X 6 Y �BC�BC ' T X W 6 W 5 T T 6 W 6 6 BD �U �BC� �9C�AY �U BD S�' � -d' i' -6' 3'-T 3'-0' -3' W W _ _ _ _ ' _ Z-Or '� � � r v � � � � � _ � � _ � !'-0' 7-0' � ?�' -6' -6' 3'-0' T BD Y� �A 5 U Bp T 5 5 6 5 T X X W G( � W X iTp b5 _ Q � 6 � p � gC AY T 5 S 6 T S BLBG � � J_ BD �,��_ BGBG 6 gC 6 6 6 5 T ' ' � - � 0 z-t , r. I i 'P �n -a � � � � � � z�a ao� go� I ' f� p -s• -a -a -a -a -e p � r � � tr. . � � ��� i5 6 f' -0,I��J � _� � I I I I I� I � I I I I ( I I I I I I I � i�l � � � T �Y 'I_I__ T -Ll�_ T '—_—_ Y 'P 6 5 6 6 5 � T S 5 py 6 S IBC �5 i6 �S I6 I6 �X 'W 'W � I �W �W 6 �' � 2- tr. � . �T �X �W S iW �S �T �T �X �W �6 �S i T S BL ■ BG AY S � � �! 5 '� i � � � i � 6 � p i � i i � � i � i i q d„ n � �� � � � g -0. �. �. ,d. �. 1 1 ^ fi t m A T I I I � f ' p ' I I 5 BD S I I I 6 I I I I I BC S • S 6 P8 k. . i0 o � �S � � � � i � � � � � i � � � 'P � � � � � - � iTS7-6' 7-6' ' ?�' 3'-8' -6' Y x x x • H � � � � � � i � � � � � b. .,.,,,,__.,,,,,,.,.-- W ' ' ' ' ' ' ' ' �� B �6 �8 �S 8 DC DC � � iBC�DC �8 BG S 6 6 6 T i i i � � � � i 6 _ Q 4 T , g AQ rB - � T 6 6 AY 6 6 T BC 6 W 6 6 6 iX �W �W i6 �6 �6 � 6 �6 iW �W i6 iT - � ~ �6 �5 iW T X W 6 W 6 T T X W 8 6 �T C 6 6 6 6 , T ? • 5-4 3�' �' -6' 7-11�Y! � -6• �o n � � � 1 • � y �'— _� � -694 9'•� '1�10Y' S t r u c t u r a I 7-6 -6' -6' p I I I ' I � �"� T T 6 Y Q2 Q2 4 4-9' 4i' Q i � � i i T 7-b i � � � i i � i � � 1 i , , , i p -r- �i-r-�r-r- � iiii iiii �i T i Zi iii iiii iiii � � W „ , , , , , , . , , , , , , , . s.�- � 7 , � � A � SWSS x � Ww� sssp z 5 . , sss5 � a p � n I n 5 �5 5 W 5 5 W U� T 5 5 T p X W 5 W S -P T X W 5 4 N '+ - - T X 5 5 S 5 p 'S 'S 'S 'Tp � � � � � � p � ' � � � � � � ^ O � � � � � � � � q � r� � t� y� � i i U 5 5 5 5 5 5 5 5 S T 5 5 � � ' � J• -6 � i � T T i 5 -6 � � � � � i 4-d' � i i i i � � 'n —' A-- T T " h "b'%t I ' tl Fl Z-6 y� y� � \ rI ^� ��'I-- i � i i T � S$ _ -0r -6 ' 3''r 2�'2-6 T I � I I I 'P T T � I I I ' I I T N �Z� • Z� � �O � �5 S � � 'P T �' -d -6' -6' � � 'N V � � r-119i I � T N I i I?-0' I T X W 6 6 6 T � IT IX IW I6 I6 Ip T T �T X 8 6 6 X X B 6 W �T � � � � � � � � � 1 6 6 � • �, �6 �W 5 5 �'W �S i5 Ye Q X iT 5 �S �W �6 �T Q 6 6 �6 6 8C y� 6 6 W 6 6 X X W W 6 6 6� 6 6 W W 6 T ' � � p 6 W W 6 6 U � � I n c o r p o r a t e d � M _ _i; _ � �— Q , , � � i6 , , � � S w s w S 3400 E. Ba aud Avenue 300 g I i �t �5 i6 p � n = I 3'-r�7-6' -0 Z-6 'i � -6' -6'� -6'� -6'� -0'� 3-T � v � i i i i i i I 6 - g � 4 -6' b.`l � N 5 5 ' S 1 ' 'Q 'T ,% �W '6 'S ,X ' S, 'T 'X 'W 'W '6 'BC z T X S � ' 24 ? ' 1 ' ' � F S I iD t 1 f 1 i� a W m T � p _� � I ' ' � 63' � i i6 i6 � X 6 6 W X � 1 1 � ! � � � � I I I I I I I ' I I I I I I I I I ' i � � i ' S S W W 6 X W W 6 i5 i5 �� �6 �6 �W �W �6 �T 5 W W 5 Y � ` 303 .�S9S- J� J`F FAn JOJ JJJ- 9�01 K ! ' - - - - s . 5 w w - -- � _ I ( I I I I I . f. I _ I I I I ( __ ' _ 'r _ _ � � � � � � _ - - - ! - - - T - _ _�— ' _ ' t - ' = I� Iw �_ T I6 Is Is_ Is s s w 6 w � - - - - - Email InfoC�sci—denver com � s s s ,s �s s �s � z.,. _ _ _T ( ( Denver, Colorado 80209 SCI Job Number: 04- 187 t _ _ � � - � � - � � ' - - a� � _ _ � � � � � _ � _ _ T K � ) T h gC� � �iWi � � � � i iT � 1n �yl W � i � i i � r i 'P 1 i i � i i � � ti �T X 6 6 6 C � 3' � � � � � i 3C�1�! i i i � i i i i i i i � � i i i � � 1'-3' -6' �' �' 'P �f X d r � ' � � �� iW W _�__ JJ_ __ 16 i6 �6 � � � Q i � i i � � i i i i i i i F 'P 7-y6 Td4 � b i � � i � p � N � � � � � �c� -e 2-e -e -s- p z-a r�• ��• � -a. a ,- b W r � � � � � n 4 � 5 6 W W 5 T T g� I I I C _ T 5 5 5 5 X X 5 5 W T � I p � � � � � � I � � M � � � � � � � � � � -r h ., � � � � � T � � � - ----- - � �, , , , , B� , , � , , , , •, W W � 6 W 6 T T s 5 6 6 � I ' � ' � � I I I I I I ' I I I I I I I N •�• -�• -�• r-�� :-�• -3 I I I I I � � ISSUE/REVISION DATE NO. -6 -6 ' 2-6 ?-6 i 2� q _ i i � i � i i '� T i i i � i � � i i i X i � i i �, Y � i i � �tn T T p � i i i Z�r_ �—�_T'_ T I I li7 T� T X W 6 6 X T X 6 W W 6 � 3'�2-6 -0 �7-6 � -6 � Ip 'Q � I I I ' I I X i � U !� � W W fi X 6 W W 5 T S 6 W W � • p 2�'7�'7��Z-4 � 7T — � 3'-0' -6 7-6 -6' -6' -E' -6' 9'-6' �' 2 p � � � i • . � � L � ` _ _ _ � ' T _ � _ � _ _ _ � � _ � � � i � � i i i � 5 5 S 6 6 S W W 6 5 S . S 6 q 1 ' N • ' �_' __' _—_— , j I ` tv N _ T ' _� � ` � � � 6 S , I I I I I I T � 23 i i � � i � �p i � � � � X W _ � ' � � �� CCD #31 09JUN08 T � � i u p fi �� M S 6 W X T T 6 6 5 S T -6 . T-8 3'$' ' j.a i i � _ � i 1 ' , � �• � v ` __ __ ��-t 7-6 ' r T � i i � � � i i i i i i i i � � i i i . �o ' '— __' 2� �Q I I I I ' I I 'P � 7,6 n6 -6 'P � � —_ _ � W — � ?-O' '__ 7n _ __ 2-C � „ I I I I I � � � 5 5 6 6 S � , 5 W W 6 y ' �—��yTW � q � � � � � _ S � � 5 S BG _ y� iT iX �W 5 i5 �X � iT i% iW iW �6 �BC � _ ■ - p - V - - - - - z�. p �• - � Y - � .. ' 'S '6 1W 'X 'T 1T 15 's '6 6 ,. � 4 � - _ ' _ A ,o � I -4' -6 -6 3'-0' , i � i � � i � p _ � i i i � � � V 5 5 S 5 5� 6 ' 6 CK � � iT V�F/ _ _ � �qC �6 � ' , Y � T , I I I I � I - I � �• � 5 S T T § � � � M � p _ _ CCD #38 25JUN08 i � Y � � � ^� T M � � � � i i � i i - -- — , " � � � � s w w s � �' ' �r �x �w �s �s �x �T �T �x �w �s �s �ec ' p �- ' —j' ' -�" � ` — ' ' � ' J—, r T -� 0 ( " QQ � � � � � � : � 6� 6 •`. , -s• �a r ' "� � � CONSTRUCTION DOCUMENTS 08AUG08 N � � � � _ � � � ' ���� T 5 T � � _ � � _ � H � � � X T T 8 8 8 S T � �� �` z _ W � _ -6 2-6 � y� T � , X I s� 7 i i i � i i � � � � � DW Y 5 W W 5 m � T a'�1i 5'-0" I bl _ T � � � N � s w w 6 � NN " T - 5-� Qo- p - � � r � � cK � �a-+K T 0 � � �s �s � �+ �s ��s �sn,s �s �s � CCD #41 18AUG08 Q b � Y � '4 ' ' � � ( I I I I I I I II I 'Nb I I I I I I � 6 5 S a� ' ' 4,�• b 2 1 1 1 � . � � ' ' S 5 U� � �T �TM T T p 1 1 1 1 1 f 1 1 T T � ' 1 ' ' ' 1 ' - P - - - - - - - � w w s y � � �T - - - - - � - - � - - �'�' - - - - - - - ao- a� _ _ � � 2 z�• z�• -�• �• z-�• �a � �s �s �s �s ' �6 �5 �s Is �s �6 � - TOV UPDATE SET 10SEP08 � � � y � � � � � � �. � ��� � � � - 1 1 1 _ 1 � p Y • � � � � 4 eo W s � I "' � � � � � I y� -s• 'z-6•'7-b�z-6�z�� �1 � i6 iW iW 4,..7" 5 5 W h � 6�d ' S S � ib i5 i5 i5 f ��, � � � 6 5 � 1 1 1 i�. I I 1 '�' A � � � � a � 1 � � � zR� 1 1 1 � f 1 1 F 1 1 1 f 1 1 � 1 1 f N 1 ' ' �� q.� • �Y '_' � IS IW IW IS N -6�4 W 8 I � �� ' S 5 5 5 S Q i0 i � � � i i i 4'�O' ' ' ' t -6 -6 T� Z ; � BC 5 5 5 5 gC 7�' 2� 7�' 3-Y � � � 3 � � � � � � � � � � � � � � � � i � � � � � (� ' � ' ' ' � - • � - ' ' - - � ' � � - - � ' - ' ' ' ' ' ' ' - ' ' - ' ' ' ' ' ' � _�_ � ,qsifi IBD 6 T 6 6 � � � 1 � ?-6 r�•,�. . �������� . ,V 6-0r 'J YC D-O' 6'-C ° --- - - BA 3'�' 3'-0' ■ � M _ , i � i � i p ' � � BA BA BA BA �BB �8B Y Y Y ■ gZ BC 6 6 6 6 ', � - A �',j. � � � � 1 1 '- � S �6 BG 6 6 t � ' � � 1 � f � 1 � � � � � i � 2�8 T-0 -6 2-6 -6 3' '� � i i i � Y � � _ � t � t !! � � � P "' " N Q - - ' ' ' _ r Y _ P � - ' ' - � ' - ' ' _ _ - - _ ' - ' ' - ' ' _ .. ' - ' ' - .. ' ' ' 5 5 6 6 W W � �5 S �BC �6 �S �� � � � � � Q . a �. � �EGISTF9 � ' Is s le s � w i W i � ex � r �- B � � -e -T -+�'z-e"�' i i I r i i � � i � � i i , � � � � � i � i d PQ �. • Y B •.�F s ' � � � _ m m -0' _ � � _ ���� � � ' � ' ' ' ' ' ' � � � � � ��' ' ' ' ' ' � _ � � � � ' ' ' 0�. . �O � • ��9 � � � � � p -6' 3' -a 2-v � ee'°' Bso' ■ , s ��� ��� � � � A B 4.� � F � � L� � -0' 8C 6'-0' � � i � � � � � � i � � � � � t � � t i i �_ in B8 Z�- , I � i � i 2 F ■ h �� �� \ • "a • W � � , A9•FFSSIONP�'�� o�-to - d � T - - - - - � _ � � � � i - - � - - � � - � - � - - � - - � - - - � - - � � - - � - � - � --F-- i _ � � i � � i � y i ' - - - - - - - - - - - - - - T � , � � � � � � � � � i � � � � � � i � � � � � � � � � � � � � y� � I tr � ■ � � � � � � � � � � _�- � � � i � i � e � t � t r � � � � � _ _ - V � � ' � ' ' ' � � � _ � _ ' _ _ ' � � � _ � � ' ' � ' _ ' ' � _ _ � � .. ' � ' � ' � ' V b � b � � � � � � � � � i � i � � � � � � i i � � � � i � � � V � ' ' ' ' - - ' ' ' ' - ' _ - '�' ' - _ ' ' ' - � . ' - ' ' - - ' ' _ - � - ' ' ' - ,. ' - ' _ ' ' v � � � i � � i � � � � i I � i i r � � � E � i � � � � � � � � � � n , , , , , . . , , � , , , , , , , � � t . , . . , , . , � U . � Q , 4 w - - - - - - - - - - - - - - - ---�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " w 'J � � � � � , , , � � � , � � � � � � � � , � � � f � � � � � , � - x - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I` OC --�— - - - - - x � w � � � � � � � � � � � � � � � , � � � � � , � � � � � � � � � . � p °0 � ' � � o � , . , , . . . . . � . . . , , . , , . , , . , . . , , , , � o R � � � ; � � � >- . , . . , . . . . , . . � , . . . . . . , . . , , , . , oQ � Y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _�_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y Q Q � � ' ._I W O w . . , , , , . , , , , � , . . , , , , , , , , , � , , , , , � � � f � Y • * � � , � �I w � `\ t 1 t 1 1 1 1 1 1 1 � 1 1 ! 1 1 1 I 1 1 1 1 1 1 1 1 1 1 � � � V � 'L � ' � � � � � � � � � � � � � , � � � � � � ' � � � � � � � � � � � ' � � � � � � � � � � � —r— - - - - - � Z � u ' � o p = � o � � � i � � � � i � I � i � � � i i � � � � i � � i � � � � � � � � � � � � - � � � � , , , , , , , , , , , , , , , , , � , , . , . , , , , , , � Q � . J � � , � � , � � � � i � � , � � � i e � , � � , � � i i � � _ _ _ .. - _- 5�1 x, ..,�_� `/ / GRID TO GRID 5'7 f0''9' T'1V6 16'i' ff'7�f� b'-0' 63' 1C'4' � -43"i M-U(i 2T�(i 8-103li iB'-3�(i 21'-4wa 23'�l�£ 18Y1�i 6'�S�li 13''Y(Y 18-Gki 6�?� 41 '10' 14i 19'-I�S 23'"iC 16'-B�(i IR{V�'t IB'9�(�' T'4' 4�G1�! GRID TO GRID i `'y OVERALL 47I�1YF � � � � 4 S 4 6 6 7 8 9 O t Q O �4 6 16 �f � �i �0 a 4� �3 �4 36 �6 !7 m �� `� � e � ' ` � � c � r ^ � ^ M - . � i � � � � � �i � m E � ¢ sf- � � � rn � g � � �' LEVEL 6 � -� � PENETRATION PLAN � � � ¢ �� LEVEL 6 PENETRATION PLAN yb-=, �-o- � � � ' NOTES� � � 1 . RE� 51 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. o , 2. 'A' INDICATES PENETRATION TYPE, RE• 51 .09 FOR SGNEDULE. PLOTTED MAR � � CHK'D BY JRB w F- p COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � p 2 3 4 SHEETNUMBER J � LL � F - ,� 5 ■ � D . P .A. PROJECT # 06232 . 00 � � SCI PROJECT # 04- 187 y .n 0 � ci LL: • I 2 3 4 5 6 7 8 9 10 OVERALL GRID TO GRID 5'-2' 10'-3' 7'-11Ya 18'-q' 11 '-73/a 6'-O' 5'-5' 10'- 4' 21 �-43/4 19'-1Ya 27'-5Ya � � COLUMNS ' 13'-7Ya � �-33/4" 7'-11Ya 4'-53/a 3'-4�/a 6Ya 8'-10' ' 4'-43/a 6'-OYa 2'-8' 3'-15/s 5'-N'a 5'-3Ya' '-9' 3'-2' '-3% ' 8'-3�/a 4'-8' 6'-1 ' 8'-85/a 2'-03/ ' 8'-4Ys '-35/ ' 16'-5Ys � � • o • � Qf Chlt tS oc � i i i i i � '-35/e i 1 '-2Y2 i i i 11 '-9�/a 11 '-9�/a i J � � Q p � I i I 1 1 I I I � I ' 4 I I I� I I I ' I � I I � I WQ � I 1 I � ( � � I � � I � I � I � O � � I I iS6 ; , � , , I � � � I � I I � , o , � , � � � A ; 16� ._ 4. r 2301 BLAKE ST , STE #100 �o - - - - - - - - - - - - - - - - - - - i '� � ' i i i i � � DENVER, COLORADO 80205 ^ ^ � � . � W18 x 35 ' � � 6 x 26 ' W, 6 x 26 i ' � I � I � � , � 303 861 8555 F.303 861 3027 , I L6 x 4 x 5 LLH c� M I I I I 160 11 ') • 3 I (V (V Q ,� i STONE -� � i i i , , i (160'-11 ) LLN4 TO E � I i I N � � 0225 MAIN STREET UNITC101 '� RELIEF ANGLE � 2'-2Ya' � . .� I 3 W18 x 35 I ,n � . RELIE � � W W EDWARDS, COLORADO 81632 � i W16 x 26i • i i i . � � 13 -3 � ANGL ' '� '� , I � I I I Z Z 970 926 8960 F 970 926 8961 . . ,0 1 -2Ya b Wi 6 x 26 IqJ16 �a 2 - - co \ - - - - - - - - - - - - J - - (160 -11 _ _ 18 x 3 _ _ O � (1 �0'-11 ') S6.01 (160'{tt ) � � _ _ m � _ a 4'-7' 1 '-8' � 18 x 35 �` � 61 '-4' a�. ;o � � b 6� U U I ; i i i i i m � i i �n �b� I i i i � I H � H x • - � � - - - - - � i I 161 '-4' Q � Q '"- �O. Wi8 35 p� � � . . O - - - - - - - - - - - - - � - �- - - 15 - ' � - - � - II - - � I x r� � c0 � � i � - - - - - 6A � I I I � I � 3 _ W16 x 26� i � !� S-2 Q in 5-2 h�� I �6 �, _ _ ��' S-2 5 S- �'� � B ' W18 x 35 W18 x 3 (160'-11 ' r � 161 '-4' tO �n � � � , � .� � � � Wl8 x 35 W18 35 , 8 x 35 �, ^ � I M I II m I nV I I x 5 . � �'� in � ��,� O � � in i W16 x 26i co i i i i � i i 3 /a ;v I � ��� Q 5 I 5 5 +V,s 6� v � S6.01 i (160 -11 � 3 � � 3 `� � W18 x 35 � S-2 W18 x 35 S-2 S-2 Wi 8 35 S-2 5-2 W18 X 35 5- � W16 26 , - - - - - - - - - - - - � - - - - - - � X �kt- - - - ' ' .� - - I - - - ' - S-2 � �16 -11 ') i i �� � i Q L6 x 4 x ,(s x 3 �'�'j8 � ,h`� � S-2 35 .� � � � , rn i\ . �O 'm I W 1 6 x 2 6 I �O I I I � 2 LLN ST Q N� ,n � '�3 c9 + • 5 ,n � . N A N G L E i I s + s �'� � I ��..f.3 2 -9 5/a 8,_8� , � . � i (1 6 0'-i i '� W 1 8 x 3 5 i W 1 8 x 3 i S 6 O l R E L I E F I X � � � � � � � � _ . - - - - - - - - - - - - � - ' 6x4x LLH � - � ' - - - W18x50 W18x35 � ar Structural � i ' - - - � ' - R LIEF � � NGLE - - � � ,� - � - - � - b 2 � � �118x 35 i � W18 X 35 ,o , � 6.0 W16X26 Consul tan ts I W18x35 i � . ,b . , I n cor ora t ed � C m - - - - - W18 X 35 - - - - - - i i i � i � X � 1 i � L6 x 4 x 3/8 m • � � LL4-I STONE � � � I I c�, 56 Oi ( � m m m � cn - 2 ' x � x RELIEF x x � 3400 E. Bayaud Avenue 300 � � S6 Ol � � � � � • ^ � � W18 x 35 i � I � � � � � Denver, � ANGLE • i I I I I I I � Q I u , W18 x 35 � W18 x 35 � W18 x 35 � W18 x 35 � (303) 399- 5154, FAX (303) 33 3 509 � EmaJ �nfo@ooi donvor oom � N i � i � X � i i i X i I i m i I � � SCI Job Number• 04- 187 -,p ^ c0 c0 � c0 � 'n i ,� n I I � I I I w18x35 I � W18 " 3 I I X `�' Q N ISSUE/REVISION DATE NO. i i i ' i ' i i i � � I � � � . - - - - - - - - - - - - � - - - - - - - � - � - - - � � - � - - � W18 x 35 � � i W18 x 35 W18 35 W18 x 35 W18 X 50 Li O7 STRUCTU RAL CDS 01 NOV07 ►n i i i � i i i ;o � i - 'm W1g x 35 � W18 x 3 W18 x 35 � � � ,� � S TOV RESPONSE 12DECQ7 Qj D � W16x2 � "� � � � � i � i � '�o � 5 '�o CCD #10 24JAN08 Q . i (160'-11I ) �;' � � o I •� � I i I W18 x 35 W18 35 W18 x 35 W18 x 35 [15� 2 � � `�`� W18x35 � I I ^p TOVRESPONSE 11FE608 Q ��; � i � � � � i W18 x 3 � Wt8 x 35 � �n m �n 5 � � S 6.0 3 161 '-4 " 4'-7 - � �n m � x � m ,� a � ' I � � I . I I I � , m x � �n x � �n CCD #24 23APR08 Q � 4 � i 6� c� i - i i i x , �n i x TYP � � � � �O � X 5 � CCD #31 09JUN08 LEVEL 6 ENL. A � GED PLAN AI�EA 2 ��=� �-o� � _ _ _ _ � � � � x � _ � � �� ' W18x 3 � � � �-�- � ° � Wigx 35 � 3 � � W18 35 W18 x 35 W18 x 35 [15] Q5 E _ _ W18 x 35 � m - - - Q NOTES• , � � D2 ♦ � � � � � ( 6. i m ,_ . . . q /8 • •ro • � CCD #32 18JUN08 6 W18x35 � � 1 . BOXED NOTES � INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. O � I W16x2I � ,o � I i i i I I i c0 � 3 � 2 �2 � � 3�-���8 X � � , � CCD #36 23JUL08 Qj 2, TOP OF SLAB ELEVAT ION = 161 '-6', UNLESS NOTED TNUS� xxx-xx• N (160'-11 ") `� '� ' W1 g x gp ' y� x � x 6' I � W18 x 35 W12 x 22 W18 x 35 W18 x 35 [15) � F -_ -_ -- - _ '_ -� - _ -_ �._ -_ - _ - _ -_ - _ - _ - -_ - - - -- -- - - - - _ _ CONSTRUCTION DOCUMENTS 08AUG08 3. TOP OF STEEL BEAM ELEVATION = 161 '-1 ' UNLESS NOTED THUS• (XXX'-XX'). . i i � � � � � � �O � � � 3 • in .� W x 22 � 4. <X > INDICATES CAMBER OF STEEL BEAM. . . m Q m i�, �''� m �8 cn ^ � u� . . TOV UPDATE SET 10SEP08 5. PROVIDE /a' � X 4' H.A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS• [XX] WNICH INDIGATES TOTAL x 5 I x I �- x I x x '-`�' 2' 9' � � � � 3 � � I i I i i I c0 c0 � c0 � � � � � NUMBER OF STUDS. EGIUALLY SPACE N.A.S. ALONG BEAM UNLESS NOTED OTI-IERWISE, WNERE NO STUDS ARE �O �O i i i � i � � i � i � � i I Q r � � r INDIGATED PROVIDE 1 STUD PER 2'-O' OF BEAM LENGTN 6. �� INDICATES STEEL DEGK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM) RE SHEET 51 .00 FOR STEEL G - - - _ _ _ W18X35 W18x 5 � W18X35 � � Wt8x35 [l0] W18x35 W18x35 10] DEGK SCNEDULE. � � � •,� � '� � � m � OREG�$ rE9�C � (" ('() x . � � . . O •,,.. . ...,.`O 7. RE� SNEET S1 .00 A FOR STEEL BEAM CONNEGTION SCNEDULE ^ ^ I �Y4 m I � ( �� � I �`0 _9. � � � �Q�� ¢�� �� �� 8. �� INDIGATES A MOMENT CONNECTION, RE� 1 , 2, AND 3/56 00. � � � '� VV18x 35 � I `� tO '� � � F �. i i � S6. I � � i � � � � I W18x35 W18x35 18x35 , v� � : a� 9. RE• S3.00 S3,01 , S3.02, 53.03, AND S304 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY � � � �„ W16 6i S6.01 i 2 � uc i ta �.j, PRECAST �SUPPLIER. I (160' �') 56.01 -� I u� . . ; :_ 10. 'SG' INDIGATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP CRITICAL. N _ _ _ _ _ _ � W18x35 � i W18x 5 � I _ � m � _ _ � ;� � �� 11 . COORDINATE SIZE AND LOCATION OF FLOOR DEGK OR PRECAST WALL PANEL PENETRATIONS FOR MEGNANIGAL ;o p W18x 3 . I ,n � � co '� � A,9 •.... .• •'��t. DUCTWORK WITH ARCNITECT, MECHANICAL ENGINEER AND SUPPLIER. , d`6. �� � ^ �`' L6x 4 x 3� , i � � i . ,� � `r m X W18 x 35 W18x 35 `-,�� x FSSIO�� OQ-(p -p � 12. �► INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WI-IERE PARALLEL TO � ' �i 6' ` 1 b� LLN STONE � ( I I I � � I 6 17 3 I � I 'O �5 x � '° A WALL OR CONCENTRATED AT A PERPENDICULAR CONDITION. ^ W16x26 A, �h RELIEF � � , 13. RE� SNEET 51 .00 FOR LINTEL SCHEDULE AT OPENINGS IN WALLS FOR 4 ' STONE VENEER. (160'-11 ') p 1�+ ANGLE i i i i 3 � 600 i I `� � � �iO 14. PRECAST SUPPLIER MUST GOORDINATE ALL OPENINGS REGIUIRED FOR MEGNANICAL, ELECTRICAL AND _ _ _ _ _ _ _ _ _ _ _ _ � W18 x 35 W18 x 35i Wt8 x 35 � I 18 x 39 _ i � W18 x 35 W18 x 35 3 x . PLUMBING TRADES. •� 6• � 15. RE� S1 .01 AND S1 .02 FOR COORDINATE PLAN AND SCNEDULE FOR COLUMNS NOT LOCATED BY GRID TIE. 6 � m „ b � � �� co � � ' � � I , � � � � 16. Q INDICATES STEEL COLUMN, RE SGHEDULE S1 .04 ' � N � � � I � � I 3 I � I » � tvn �� W18 x 35 17. TYPICAL COLUMN BASE AND HSS POST TO GIRDER DETAILS, RE• S1 .01 . � - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - - - - -1N1-8� 5 - _ 6 _ _ i _ _W18 x 35 i Wl � 3 W18 x 3 � _ W18 35 _ W18 x 35 W18 X 35 18. RE� ARCH FOR EXTENTS OF STONE RELIEF ANGLE. o- � � 18 x 3 �f� m � 8 x 35 x m C X m I m m �� U . ,� • M . + I � • x x X X �n � u� �n cn � C 19. TDOPE F STEEL AT CANOPY TO BE DEFINED BY ARCNITECTURAL DETAILING TO BE RELEASED AT A LATER � Q x v) •�'�. � � i �o Q' ap �q 3.01 �o � D2 i � � �p � � c0 ^ . . �O � � �i I I �O � 5 I � � W18 x 35 3 `n W18 x 35 � � 12 i� 20. S- X INDICATES PER CONNECTION SCNEDULE ON SNEET S1 OOA 3 3 � J 18 x 35 W18 x 35 W18 x 35 � W18 x 3 Wl x 35 55.01 i x� � S6.05 21 . �� INDICATES 5-2 CONNECTION WITN 2 VERTICAL COLUMNS OF BOLTS. - - - - _ _ _ _ _ _ _ _ •� . � . 22. AT LOCATIONS MARKED 'S- 4 SIM ' USE A 3ifi' END PLATE W/ 8-�/s " � A325-N BOLTS, 3' SPACING AND 1 %Z" EDGE m O � � 83 � m � '-> > 3�a W18x 5 � � 4 � � I I ' 3 4�-6Ya' 11 '-10' DISTANGE, K _ _ _ _ ____ _ _ _ � _ � _ _ _ _ � - - - - - - - - - - - - - - - - - - - - - - - ' ` �' � -} � . < • • _. :, 5 2 . � S6 01 iW18 x 35 i W18 x 35 � i W18 x 5 t N N � 6� '� , � . 9 . ' � . I AL4- RE TYP m U m � � � � `� � � ' ` m LE ATIONS 5 m �; � J � 6' EDGE x x m � � x � x � X � � ' � X 6.00 � r � � J �O OF SLAB � � � I � 6 I �o W18 x =. , I " 3 1 3 � W18 x 35 � W18 x 35 � w L �n - - - - W18x35 W18x35 � � W18x3 `^ t • � - - - - - - � � � � � , � ST IR RAMING � 5'-11 4" 8 x 35 , �� i � � � � I i � '� �i BY ST IR SUPPLIER 6.00 �/ W � � b+ g 5 RE � AR�N TYP -^ 2 I.L � Z `o '� �� I � �b+ '� 53 Ol S5 Ol ': = S Ol S6.01 � Q � � m W18 x 35 W18 x 35_ � �� w50 �� � W18 X 35 ' � � • � I W18 x 35 W18 x 35 � � � (� - - -_ - - _ - - L6x4X3� - _ - - - - - - - �� - � - ` � _ - - � . � � � O � � O � LLN STONE � � ;� � I m � m O x �o � Q ` 1 � � � � ��o � r , RELIEF x m 6 3 , Q � �o \ ANGLE � S6 01 � � (6Ox 26 � 3 18 x 35 W18 x 35� 55.01 � :m � , S ,01 I � I W18 x 35 L1 O] � W18 x 35 � . � N - - - - - •. � • - - - - - - - - Q Q OC � � 8x 6 W18x46 ' . . v . , v I L6x4x3i� � � O � � ;o � ,� m � 5 � � LLN STONE W � 6.03 D2 18 x 35 W18 x 35� � � A 55.01 � 4 � W16 x 26 -w Q ANGLE � J � . •� 161 '-4' /5\ O �na � a6 - S301 6 wlav s i / �160'-11 ') � in �� � � ■ � Q � - - - - - - - - - - - - - - -t- - - - � - - �- - � - � � - � - Y�7 0 ,. �:.r :. Yvt O � JO 56. 11 � ♦ \ � ^ � V 'c� � 3 18 x 50 � W1 x 35 5'- ' 6• 19'-O�/a 19'-lYe � A P ^ - - - - - - - �� 6. , _q�/ _ - � - 6. - - - Q J LL - - - - - - - - - - - - - - - - - - - 6. 4._ -1 8 6 � � - � I - - - N . � � V J � X � �; 3� � � 10 ;n W � g x 35 � 161 '-4' W16 x 26 STONE � r � 601 18x46 w� gx46 �r ' W p RELIEF > - � � � , � �o , Q ir i 5 � x � L6 x 6 x 3�8 1 O 9 U 60'-11 ') 1 O � ANGLE � � � ,� ,� RE� ROOF PLAN W16 x 26 �O � � ^� 5 � � RE�EF S6.01 S6.01 S6 01 � `� � FOR ADDI IONAL (160'-11 ') x x �O � 2 ANGLE J " ap -,n Q7 FRAMING ND � � g x� y�� g x 35� W18 x 35 S6.0 O DETA I LS ^ N + 5 ,_ � I � V J HSS4x4x3/a � 2 N b+ �� � �C POST, S6.01 O + � i 1 2 � ° - - - _ , x, , 2 PLCS 2 56 Ol �� Q � ��Q Q 56.01 S6 Ol ' • - - i x v f _ � m - - - - - - - - - - - - - - S601 - - � - � - - - S-3 � W18x130 �?' W12x35 � i i ' = s � . r r i n �� r - � ] 3 Q ^ � � � � � e � � � ������� .��.�.���� � W18x46 � C NECTIO W� g 3 E ( i , � � , � � Q5 � Q RE 15/56.13 � � m � , _ � � � W16x26 � � 16 56 O 5 W18 x 35� W12 � 19 � S6. tn -��' . �-- ---- _ - �__ �o (160'-11 ') � . - - W18x97 W18x97 � � • ' • L� -N �n � p _� i W12 x 14 � � � � � � E 161 '-4' � "v `O in 4 �� � #6 AT SLAB W18 x 35 Wt2 19 2 x 19 W18 x 50 � � ID-DEPTH � �� � . 56.19 c0 1 9'-OYa � � � � ���� � 3 _ � . . . M R - - - - ° - � - - - - 1O - - - - - - �, � SLOPES 19 6 W18 5 � W1 x 35 3 W18 x 35 � W12 Wl � x 19 5 Wl x 35 19 3 S6.01 � L EV E L 6 O � . 8x8 a n LO ATION IFIC •� x � q , cr� 3 .�O r KICKER, `� Q • � v � � � 1 RE� 16/56.13 � � . RE• 15/ 613 i 5 c0 � , ENLARGED PLAN � O x "v 3-�6 AT SLAB AREA #2 � � _ _ _2 PLCS _ � _ W12 x 14 W1 x 35 Wt X 35 8 x 1q2 '� 8 x � MID-DEPTH � `S � _ 8'-6�/a t0 � � x � n � D - - - - - - - �„ ; , CONNECTION , cp , � � � � m � �' � RE- 1 /S61 3 -10 6 � � RE• 14/56.13 � x � � W� g x � 2 � S6 03 Wt8x192 � � - - - - - - - - - - - - - � W18x35 ^ ,� W18x 5 `° � � 6 00 r � � \ � � i � ' RIMMED � i � �; . '� � '� q� '� 18 x 158 ;o VV16 x 26 � PLOTTED MAR � i� , RE� ROOF PLAN � cp . Wl x 35 W1 x 35 �� . N � � (160 -11 ') v"', ' ^ a FOR ADDITONAL RAFTERS �' "� N � 16 '-1 ' 16 '-11 ' `� � � �0 � N � �O TRIMMED :o � CHK'D BY JRB � � FRAMING AND -�p ir� p � W16 x 26 � � '-4 W18 X 97 Wt6 x 26 0 N DETAILS COLUMN t6O -> > -�Y2 � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � � . 0 10 Wjg x 97� t � 15 1 '- /a 15 � ROOF SUPPORT BEAM 2 3 4 SHEETNUMBER. � Q S6.01 S6 5 S ' S6.05 � 6 05 RE• ROOF FRAMING PLAN ¢ T � 2 � � � � � � � � � > - - - - - - - - - � - - " 9'-6Ya 83/a STAIR FRA ING AND � Q TRIMMED W18x15 COLUMN LANDING B STAIR � . � BEEA�KS �ABOVE ND SUPPLIER E� ARCI-I. � S � � ' D . P .A. PROJECT # 06232 . 00 � � . SCI PROJECT # 04- 187 N .n 0 7 � � . � I 2 3 4 5 6 7 8 9 10 � OVERALL GRID TO GRID 5'-2' 10'-3' 7'-11Ye 18'-9' 11 '-73/a 6'-O' 5'-5' 10'-4' 21 '-43/a 19'-tYa 27'-5Ya • � . ' � Qt"Chlt tS 0 � � � � � � � � � � � � � Q o oc o w > oc , O c9 A - ' - - � � DENVER, COLORADO 80205 _ _ ' - - 2301 BLAKE ST , STE #100 , • � m 303 861 8555 F 303.861 3027 i � ;o � o AB ' ' ' ' ' ' ' � � � 0225 MAIN STREET UNIT C101 - AY S 5 5 S ,_o Z Z 9 0 926 8960 F� 970 9 6 ggg632 � IAY IS IS ' S IS S � 6,-O. U U �1� �, �-, i i i i i T T R � � AB � S . H � 1- , � � I � I I � t , . �O. � Q � Q •N T S S � I � �9. 3�_p• 3'-O' i�,� � � i � i i i , - O � '-3' '-3' '-3 '-3' AY S S S 5 � S S S AY -m � _ i S Gj 5 I ._ • - B ^ �' BD 'O � i � , Q BD � 3 -�� � � 3'O 1 '-S ' 3-O' � ,b 3 � � � I I I I I � T - 2'-9' 2'-6' 2'-6 ? �1'2'-6' 2'-6' 3'-O' , � � � � � � BG IS IS IS � IS BO i S S �• S n BOi S S S S � �O ' ' IAY IS IS IS IS 5 � . � AY O. � � • . � S S a -3 , �, r,� ,o BC '-3 �,b � . ��.,�. , � ��j' �o T i i i i I 2: S 2: � �1; „b � �? ,b S _ �4 "�o AY 5 S 5 5 i � � BC S 5 S S iB0 r 6• 6'�, �'� � � `�' �G `1- � . � . , ,� T S T i i i i 3' '�3/a � ._65/a � � T � S S gp T � iT - , � , _ , 2 Structural ' ' � i i i i ;o i • `�' 6 • T i . , . . . . i . � , . i , . � 6'-7Yz' . � � � BC S S 5 S S ' 2'-b' 2'-6'I2'-6' 2'-6'I2'- 'I2'-6' 2'-5 � BG S 5 3'-O 2 -6 3 -O 2'-9 2 -6" 2 -6 2 -6 �, ;� N b _ Consultants i C - _ _ _ _ - � T ' ' _ 2'-6' . -' i • ' - . - • . - - - Q - - - - 2'-6' 2'-6' ` Incorporated i i i i � 1 '- 4'-2' •-65/e `o �o i i i � i � � B N . in i� T � _ T_ L � � _ _ T �� � T _ 3400 E. Bayaud Avenue #300 3`�6 5 ' Colorado 80209 BC S S S S iT T i � 2- �2• � �(e � i i i � �_� psj8 Denver, � .o S S S 5 S CK 5 S 5 G BC BC 5 iS i5 i5 5 5 5 Email Info�sci-denver com Q i � i i i I : I I I I BW � � BO � (303) 399- 51£c , � bX r(306) r33�3^ 95g� � � I I IQI I I I I I i - i � i I ' i 5 �Y p. r � i T i T � . ,_ i . .i ,_ � i . . i . . i - i - � i i i i i i i i I 5 - ' � � IgG � S � W � S � S eo ;� N N 3 0' 2 -6 3 2 -6 3 -0' N I I � _ � � T T T N ISSUE/REVISION DATE NO . �o T W ( S S S T • � , . � i � � - I � •— BD � � T i i AY � 5 S BG 5 5 � S � S � S � CK � S � S � S C B C B C S � B C � 5 � S g p B D T -�'� CCD #31 0 9 J U N 0 8 - i = . _ _ � � i i i � � •0 1 I I 3''O' 2''6' � 2'-6' �2'-6' � 3'-O' '- 3 � I I I � � � � � B� CONSTRUCTION DOCUMENTS 08AUG08 „ ' S W S S S -m BG iS � W S BG BC 2,_6�6_3. 2_ O /a" cn T - D _ _ _ _ _ ' - ' m _ 2 T • � � � T CCD #41 18AUG08 Qj + i i i i i I � �_3 2'-9' �o S S � BG � S � S� is is �O i i � � � i CK � S X � S C BG BC S S S S gp BD T T S T W S S S X � � ' T "� I I I I m V f � TOV UPDATE SET 10SEP08 -r � BC 5 W W S S . ( S 5 iBG � 5 i5 . . S , � � 5 T i � � ;� 2'-6' 2'-9 2'-6' 2'-6' 2'-6' 3'-O- 'O m �o ,o � r � T � 3'-6' 2'-6' 2'-6' 3'-1Y2 I � S � . . � . . � ._ .� � S m N � S �(V � � I I I S � - � - � - I i i i i i � ( 2 -6 2 - 2 6 ,o I S GK S X '-O" '- 3 S BC S i5 iS i5 BO � BD � T T � S BD I N gG � S � w � W � S i V N S ' _ _ U �3- I i i i , � � '-6Ya � � � I E - - - ' ' L � - iT iW i5 iS i5 X T T 2'-6' p � 3'-p• 4'-6' 2'-6' 2'- ' 2'-6' � . �o � 2'-3 rfb 3'-03�e 2'- ' '-3'' 3'-O' � � � 5 ._��� • IgC is is dp � •� iBD � T T � S LEVEL 6 ENL. ARGED -� B� S 5 , 5 , W , S , S , B� � S � N PENETRATION PLAN AREA 2 ��=, �-o� F - - - - - - - - T - - C BC 3�"�� �o BG i S i S i CK i S i X i U - - - �`'_ 2'-OYa 2��6� 3'-O' 2'-6' '-3 2'-6' 3'-O' � 5'-O' 2'-6' '-O' � '-O'2'- , . NOTES� � � � � • 3'-O' 2'-632 6' � _ BC C i �_ • 1 . RE� S2.35 FOR ADDITIONAL PLAN NOTES. ' _ � Q 2 9 � . 1 � 2. RE� S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. � 'v iS iS W S �6 X 5 BG �O � BC ' BC ' T X W S W 5 T T S W S 5 iBD � U � BC � � BC � A 0 (�EGIST�,9F N PQ ���. � �. .��• O G R � ! 2'-6�e a� S i i i iBC �o i i i i i Q� � ;o i i i i i gC i;o AY OQ: Q�DY �9 '; 2'-IOYa T `n I I I I I I I m T I I I I I Im 2 -6' i i i i i �,. `Z` � N � � � � � ^ . ,� 2'-6' 3'-3' T i5 i5 iW i � S '-O' I2'-6'� ,-6'�'-3i . . iT iX iW iS iW iS iT � iT tX iW i5 i5 i T T IS ( BCI � IBGIA �� ° �W r ?� �o O n S i �Cr I � � �n S � m T gC AY = co i � _N � � � � 3'-O' 2'-6' 2'-6' 2'-6' '-6' a- C� :� �: X X � � i X i i 5 � i i i i � i i i i i i i i � BD i i i i i i A'9Q �.��'� •.. ... • � T X W S S • � SS � �N ��r��'J -O � �"'� W � iS � S iW I S �o S BG 5 � - T X W S W S T .o T m 2'-� � 3I4 T 'm I I I '-q' �' � Qi 2�'6� �o "m T m T gG �'`� T AY � i `� 2'-6' '-6' 2'-6' ;o I � i I I . - N . � I I I I I I . I I I I I I `� � � � � , I I eS. i i T N I i ;o i 3 - �o i i i i i i i � i i i i i i N BDi - +- --i —+- - -+- - i � S S S ' S S S W � S S W i U .N T � S S T m � T X W S W S T m T X W S S , B GA . : i i i ?, , , T in O , S � 2._6 � X �O 4'-6 i2'-6' i2'-6' i , 2'-6'i2'-6' i2'-6' i 4'-6' O , , i i i BCi m _ AY _ , ,��v .�, 2•-6' 2'-6' �' `6'. `° I I ( S in M _ ,o BD cn • , 'p e 1 '-115/a � I I T N ' � � 2�-p• � S S I S '� T X W S 5 S T I T I X I W I S I S -m T T T � � s s s � e� 6. , s , w s s , w � Q � � . i i N BD W W W ' � B� I � � `��• S 2'-6 � 2'-6• iS4,_6. J� ?6�J!• T m Q w ,o - - i i i _ � _ BG ' i i i i i i i m BD i i i i i i � I � 6 �. S W in � � . i v S _ 5 _ � S I I 5 .N T X W S S X - rl-, rF� W W S BG � �j•-5' � � � O i BG S 6. v BG S W W .� S S S° S i S i S S � S O - - �T-} T - - 2,-9- - - J T 3'-O' 2'-6" 2'-6' � i � i i � � i i i `O � i i i i i i � m N BD � i BCi BDi N g i i i i i m W W _ V�l _ _ - K � _ _ _ _ _ _ '-3 '-3 - - _ - - � ,, _ - _ ,o � B BD Bp • < . • . :, . r. � gC � W W N - J-- - �_ J —J _ _ IS � S � S � � ~� ' • • 1 � i i i i i i Ti ��o i i i i i i T �� U � ' BD I I �• O � m _ T I I I I I .L �, � � m i i i is BC is iW iw is iT T i i i t� � ►/� � W �. _ BC I I I I i I I � I i i i i i � � � b 2'-6' 2'-6 2'-6' 2'-6. Z'-�2'=6� r Z'3' 2'� - i� ,�', ;, N - T W S C� � •, � T I I I in T X W S S X T X S W w �/ � � W � W � S � X 5 - -� � � ST - is is Si T iW � W BC � y. T T > I` L.L BG _ �� 1 .0 _ - _ _. . _ � -. � T — W � _ �C c� , L � _ - - - - � � � � - - �. - - - - i T 2�-6' � '-3 � ` � T N i i i i i � i i _N _ -� � i � i i i � m -N .� A �1 BD , .; ': �o I I I I I I I `� 3'-6' 2'-6' 2'-6' 2'-6' 2'-6" 2'-6' �o � Q r � � . - - - - - - - 2 -9' � � �'O c�, � � � S S BC ', 'm iT iX iW iS iS iX i -m iT iX iW iW iS iBC -�t _ � � � _ _ _ _ N - � � - � � o M - . . -r � � O , � � � � s' ;�, r � � � , � � � �., r � � � � � � � � � 4._q- cn Y 2'-6' 2'-6' 3'-O' I I I I I I I I I I I I � � '�o � � � � S W W S � �a � � T � X iW IS i5 iX iT iT � X iW i5 � S � BG � � � � 'o � . , • � • � . w , . � _ - - - Q �t ' ' � � N � ! a0 `O Y W •Q � S Q ;o - q'-1Ya 5'-O' J W O W ii� _ BW 5 W W S m � .o N �. c� - T BG � J � � �' �' • � �- ' S'-O' 9'-O' � - O O O � Y S S S � U i i iT iT in IT IT � � � o � i . i � i i i _:.� , � � � � � � � 3'-O �' � � ^ 6 W W S � i i i i _ _ _ _ _ - - Q LL. P - - - - - - - • 5 w ! , , T ?B� � W W o � — . Y I I � � N B° S 5 S � � � � s w w s d. � � � , � ' � Q _ I i I .' " I�1 1 I 1 1 � 1 E � � � � � � � ' • gQ 2•-93�Se -J .� Z ,� � � - - is Y ( S IW iw � 5 N Z•-6Ya W W S O � � V J � 'f S 2'-6' 2'-6 2'-6' 2'-9' � 4'-10' _ _.��. . - i i i � � _ __ a.. � . . , 3_ � 3. . 2.-6' 2'-6' 2'-6' . ` = _� _ 6 f , , � i � i i , � � � i �B � B � in � _ � � • - - - - - - - - ° � - , � � � � , � - � ' - - - - , ' 2'-6' ' B BA Y m 5'-O' 3'-O' 3'-O' 3'-O' 5'-8' � 2'-6' 3'-O' 3'-O' � - - BA BA BA BA , BB iBB W BQ W Y Y Y � . � (V 1 O • � W BQ w � . S � 5 BC S S � � . A i i i BA � � i i i � Y � B � I I I � Y � A B � � _ _ _ _ • BA • • � � _ - - - - - - m ' � -t= t --i - � � � � S S � BG � 5 � 5 - - - g R S 5 S 5 � W W � y� gQ W . . M m m B LEVEL 6 ENLAR � � � i i v gqi i � i i i - . . �2'-5' 2'-7' '-3a2'-6' � 3'-O' � i PENETRATION PLAN � � � I S S I S S I � W W m Bx BY Bq M Q 3•-O' _ _ _ _ � � s - - - - - - � A BA BA - - AREA #2 Q - - , B 2'-6' 3'-O' '-3 2'-9' i i i � � � BA BA � BA � � 2 _q A BA BA '� BA m � BB , . S i S �� . 4'-O' � � � i 3'-O' 3'-O' 5'-O' � � , PLOTTED MAR � .� � CHK'D BY JRB o . i^ W COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � W ¢ � 2 3 SHEETNUMBER a � , � � 1 1 1 1 i � � � �, — ' - - - ' - - - = T - - - - - _ � 0 1 5 � Z - I � D . P .A. PROJECT # 06232 .00 SCI PROJECT # 04- 187 4 I n I � i0 n I2 �3 i4 15 i6 n I8 i9 20 � � � OVERALL 422'-2�' Q5 27'-5Ya 8'-10�/a 18'-3Ya 24'-4Ya 23'-11X�' 18'-11Ya 5'-5Ya 13'-7�/8 13'-6Y8 5'-6�/a 21 '-10' 4'-OY2 RID TO GRII � U '-35/ " 16'-5Ys 3'-lYa 4'-4Ya 10�-� 3�4 4'-7' 13'-SYa 5'-4�/a 1'-102'-7' 5'-�/a 9'-6' 23'-11Yz' q•-6' 5'-OYa 2'-7'1 '-1 4'-4Ya 14'-83I4 4'-7' 10'-13/a 4'-4Ya 19'-6Ya 2'-33 ' � COLUMNS � . , A t„� � ' L �S � �..� L pL � � � � � i i J � � I I I i � i I I I � � � � � f i i Q O � � I I I i I I ( I , ( I I i � I i I i I i W � 0 i i 2 � I i 2 13 13 I i i � 56.01 , o � � I I I t I S6.05 I I I S6.05 S6.05 S6.05 I I I I I 1, . I . . . . . . . q - -_ - _ - � - �_ - - _ - - - - - _ - - - ' - _ - - -_ - - _ - - _ - _ - ' - - - - ' - - - - � • . 2301 BLAKE ST , STE #100 �o i � �p i ' � i i � � � Wi8 x 35 � W18 x 35 � W18 x 35 i � i � ^ i DENVER, COLORADO 80205 ` I c� � c�1 I I � � � m � m ^ � m ^ � 2 � � � t � c� c� � 303 861 8555 F 303 861 3027 Q6 i (n � (n I i I � I �p I I � � ",o � � I 56,01 i I I (n (n I 0225 MAIN STREET UNIT C101 � i 1 O 11 i I uj u,j � � I ( m 3 � W18 x 35 � W18 x 35 3 W18 x 3g � I 56.01 S6. 3 � I W � W EDWARDS , COLORADO 81632 � � Z Z I I i 161 '- 4' � 2 I _ � I i Z � Z I 970 926 8960 F 970 926 8961 � �p � J J i i 1 O 11 S6 01 , � 'o � W16 x 26 � .- 4 i J -� b a- I 56.01 56 03 I 7• 1 '-13/g -� 23'-llYz 14'-6Ys' (160'- 1 ') I 161 '-4' I = = 161 '-4 ' �� l) l� '�i t- � �- i I � (60x 26 i ;o � i W18 x 35 W18 x 35 i � :o I W16 x 26 � lu- {�- �b � I 161 '-4' Q � Q I I � � W1 � x 26 W18 x 35 � ,n � - �(160'-11 ') i ( i Q Q E s >> � � i I � '-3 /a 6' •� N (16�'-ii ') I Q . I I m � . I i � � � �� ��j I i l e i O t6•-2' 0 6' � � r� i � 4 -65/e � 16'-2' Q p 6 i I � �b• i � 6� I 'O 6' O ( B � - - - - - - - •� � _ � _ _ -�a- - x � - - � - � _ 8 � 8 x 35 [30] • • � `° � 1 10 11 2 x x � ( � 2 10 a'• -' LLN STONE , LLN ST�NE � � I s � � S6.01 6.01 56.Of3 56.01 i � � I REL EF d' RELIEF I i 4Q X S6.01 �601 y�` Q3 i i i W18 x 35 � i ANCdLE ;� ANGLE � i i � W18 35 � � � S6.03 �N 16 x 26 E . O (66 -�j , i W16 x 26 W18 X 35 W18 3 I W18 X 35 W18 x 35 W18 x 35 I 1 x 35 I W18 x 35 161 '-4 . ;160 -11 ') •� S- N ; •m .o I I (160 11 ) i � Wi � 35 ?. �n � in t� i �n cp �n i m m W16 x 26 �° '- x 3 ' `0 8 � ' 1 x x I x I I x ;0 3 x I x I x (160'-11 ') W16 x 26 x 8 -8 � 14 -4 8 c� 6 5Y a' S6.01 � i 3 ;o TYP 6 0 0 i 3 � � 5 Y a � N � 1 4'-43/s 6' m � ^ 7 • ' � � c0 co cp � co � 4 w_ co • U60'-11 ') � 3 3 � � � 6• • � " Wi8x50 W�18x35 W18x35 [15l W18x I35 I W18x50 � W1612 6 5 � � 18x � 5-3 ' 4 � � I Q i � L6x4xs� i -3 i i � � - � Structural 18X35 W18x35 C 15 •_ . _ _ _ _ _ _ _ _ _ _ LLH STONE 4 S-3_ cn _ 1 C o n s u I t a n t s p -� 56.°, Incorporated �, i L.6 x 4 x 3,b X 6- � i YF 5 'cp i � ANGLE X � � i m � m -' � m L N STONE 4 � x x � I x R�LIEF cp I 6.00 I I U ap I x � 3400 E. Bayaud Avenue #300 N � � cp I i W cp AI�GLE W� g x 65 20K 3 i , 8 x 35 W18 x 35 [15] W18 X ,35 20K � W18 x 65 3 W18 x 35 u� � W18 x 35 Denver, Col orado 80209 � 3 W1Bv � 6 3 W18 � � 6 , cr W18 � 36 3 �JOJ� J95- � 1 �4, FAX (30J� 333- y�01 �N '-' � � I � 4 � ( � � � 4 m � � Email InfoC�sci-denver.com � � � � C � t i m m � � � i i x m SCI Job Number: 04- 187 5 x x � x . x i x � 5 3 STAIf� FRAMING , x i -,o n � S30 cp ap cp � cp cp AND LANDING BY � ^ Q , ^ I I 55.Of � I � 4 3 � Q � Q � I 5501 .03 i STAI SUPPLIER � �� 3 ISSUE/REVISION DATE NO . W18 x 50 [1O] � _ uVi � 37.5K 8�x 46 [15� W18 x 35 [15] Wi8 x 4 � [� g] �n 37.5K _ W18 x 50 [1O] CD PERMIT SET 01 OCT07 �++� = al-'�r�-� - � � ' +--r+-f� -t � -4�'i'�'[' ' ti� � 7t.. �4 ' r i - l-+-r� l- a Y � STAIR FRA ING � , � 3'- 4' -O' � t � TYP i � 6' 5' ' ' ,� 3'-4 ' � `f � � D _ AND LANDI G BY _ _ _ _ _ .o _ _ m _ _ ^ _ _ _ Q � _ STRUCTURAL CDS 01NOV07 , � 5 -,o r` � � i " ; • ,� :o r, • i � • i 55 �01 4 :o i ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,_,,,,,,. - . . , � , � O i O Q O i � , � � SIM, Q � TOV RESPONSE 12DEC07 Qj W18 x 35 L151 � �: • � Wl x 35 � W18 x 35 n W18 � 35 � � ' ' 3'-4' 21 '- ' � 1 •-O' � W18 x 35 L151 .-. ^ O � i 1 '-O' 21 '-6' 3'-4' � '- 4 � � . � � , . � � �n TOV RESPONSE 11FEB08 Q 5 i � x `� � x � TYP � ' . 6 L4x4 %a � HSS6X6xYa � X ' ' ' 1-ISS6 �c 6 x %a ` '-O , x ; .`, . � � `� '� ELEV TOR - ' �0 � 'v �0 6•00 ' �•, 4 PLG � ELE ATOR � � ao CCD #24 23APR08 Q � x 5 ',o DIVID R , " • � ' ' : • • •, ' • •• , ' • • _ ' W18x 5 [15] W18x35 WlBx 5 [i5 ^ ,, _ , � • . �, DIVI R 3.03 � -� 3 i �>; • �'� `. ' � ' " ' ' i � � W18 x 35 [15] BEA L4 �4 � o .N i i 4 � ; , � � �� BEA Q CCD #31 09JUN08 , � GS c� I � C � � N � 0 � . 1 W1Rx �� E - �w - � - ` ^ . � Zx22 � x - i - - `� - - - W12x22 - �n � - - � - - - CCD #38 25JUN08 Q � � � B ' S � � 2'-5' 3'-6' - -6' 2'-5' i '- ' 4'-O' N S3.0 3 O �o , . ._ . . . . . . , ��; Q ;0 5 � � 53.0 5 � 3 � L • ^ 4 -O '-5 3 - -4 • -6 2 -5 • I 4 � -� CONSTRUCTION DOCUMENTS 08AUG08 � ,o ._ � •-O �o I I i , � � i W18 x 35 [15] � W18 x 35 [15] S5 Ol �' � � _ ' y ' � W12 x 40 � W18 x 35 W18 x 3 [15] W18 x 35 � W12 x 406 �-� '-O • LEVEL 6 ENLARGED P � AN AREA 3 � F - - ` � � - � - - - - - - - - � �� � � _ �'� - - - TOVUPDATESET 10SEP08 . . - . r8-=, •-o• -- � , � � �n � � � ^ � � � � � . �n m �n , 6 20 5 6 �n x � x m RE� CORE � NOTES� -� ^ � Q � � I m co � ca � x WALL � � 6 A 5 20 20 i Q , � 1 . BOXED NOTES �� INDICATE A TYPIGAL GONDITION UNLESS NOTED OTI-IERWISE. � I i 55,01 S5.01 i S5.01 S50 SIM. � x �o i S5.01 S5.01 55.01 i S5.01 ^ � 3 ELEVATIONS 3.03 �ocx'-xx' ' a A � Wi 8 x 35 W18 x 35 W18 x 35 3 W18 x 35 � 2. TOP OF SLAB ELEVATION = 161 '-6', UNLESS NOTED THUS• �� G W18 x 35 10 _ 8 /8 _ _ � _ _ _ _ _ _ _ . � W18 x 35 [15] 3. TOP OF STEEL BEAM ELEVATION = 161 '-1 ' UNLESS NOTED THUS� (XXX'-XX'). � � W18x35 ' W18x O i � W18X� REGIST - . W18 x 35 W18 x 35 W18 35 . , DO ��� . � � � Fq 4. <X'� INDICATES CAMBER OF STEEL BEAM. .� � � - ,� .� - - - - - •� - - - - - - - � ►;� �QQ:��,pY eq;�• FD 5. PROVIDE 3/a' � x 4' N.A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS• [XX] WNICN INDIGATES TOTAL �^�. � � � i x 6' 5'-2 � 6' � � � 4 '� � �' =2� '� � NUMBER OF STUDS. EQUALLY SPACE H.A.S. ALONG BEAM UNLESS NOTED OTHERWISE, WNERE NO STUDS ARE -� � x . ' .m � � � � W18 x 35 � W18 x 35 �;�.,``' �� INDICATED PROVIDE 1 STUD PER 2'-O' OF BEAM LENG T H. 3 i � � W 1 8 x 3 5 � 1 8 x 4 6 L 1 5 W 1 8 x 3 5 I i � i ; ° O ; � 6. �� INDICATES STEEL DEGK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SHEET St.00 FOR STEEL �o � •,� � - -� i n ;o i � • 4 Q �. :� DECK SCNEDULE �„� _ ' „ _ � _ _ _ _ -, _ -- -. _ _ ky _ _ � _ _ �O _ �.� ;� 7. RE� SNEET Si .00 A FOR STEEL BEAM GONNECTION SCNEDULE. 'n tO ' W18x35 x � '; x � x � iO 4 c� '90 ' • • • • • •'� F.� 8. ►-� INDIGATES A MOMENT GONNECTION, ' '=' x � �n Wi8X35 'v W18x35 � W18x35 P�. �p .� � u� � �o O ;o �o o �o O u-► Q � i �n � SSION O�f_ ( o -o �i RE� 1 , 2, AND 3/S6.00. � �o � ,� � • m m � � W16 x 26 3 � W16 x 26 3 `� m 1 m .N m �o ,o � v m N ��j' x x ^ (160'-11 ') U60'-11 ') x x i.1 X . � . v 9. RE� S3.00, S3.01 , S3.02, S3.03, AND 53.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY x � �o x �o I x � �0 c0 � aD I � � � I X � x • PRECAST SUPPLIER. cp ' � 4Q � i� � c0 � � � � � � � � � V � ;0 161 '-4' � 3 v � '� � ;n i 3 , � c0 10. 'SC' INDIGATES BOLTED CONNEGTION AT STEEL BEAM TO BE SLIP CRITICAL. x i W18 X 35 � � g x 5O � x i � _ � t _ _ � _ �_ X � 8 x 35 i W18 x 35 � ' 11 . COORDINATE SIZE AND LOCATION OF FLOOR DEGK OR PRECAST WALL PANEL PENETRATIONS FOR MECNANICAL • . U 5601 S6.03 5601 i . . i •.� DUCTWORK WITH ARCHITECT, MECHANIGAL ENGINEER AND SUPPLIER. ` Q >ocK 6 � m � � g U � I m � � m � � � � � � � U Y 12. -�-i INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WHERE PARALLEL TO . O � v .� . .� � � � � I , � � u � � � A WALL OR GONCENTRATED AT A PERPENDIGULAR CONDITION, � u� W18 x 35 U ^ U � W18 x 35 N . _ � i W18 x 35 W18 x 35 � 3 .O - - - - - - - - - - - 3 � � _ J�118_x.�� � W18 i � � 13. RE� SHEET 51 .00 FOR LINTEL SCHEDULE AT OPENINGS IN WALLS FOR 4 ' STONE VENEER. � � - - - - - - - _ _ - ' � ,� � . m � ,� � - - - - - - - - - - L6 x 4 x 3ja LLN - - - - i - � V � . U � 14. PRECAST SUPPLIER MUST COORDINATE ALL OPENINGS REQUIRED FOR MECHANICAL, ELEGTRIGAL AND U PLUMBING TRADES. 3 � � •� � O p � m X u STONE RELIEF cn i x .� i N X O .� � m � aD � � ' � � ANGLE � \ ; � x . O ' � � � � WiBx 5 � 6' EDGE � r Q .� � � co � ^ c� cp 15. RE� S1 .01 AND S1 .02 FOR COORDINATE PLAN AND SCI-IEDULE FOR COLUMNS NOT LOCATED BY GRID TIE. ^ � � 1 2 i• 1 W 1 8x 3 5 � � � � 1 2 � � 16, Q INDICATES STEEL COLUMN, RE� SCNEDULE S1 .04 , � x �n S6.05 56 01 i , OF SLAB � � � i � 56.01 S6 05 17. TYPICAL COLUMN BASE AND !-I5S POST TO GIRDER DETAILS, RE� S1 .01 . ..I °� - - � - - - - - - - - uV - m ^ 3 4'-6Ya 11 '-10' 4�-53�4 m � 8 x 35 Q � 2 2 4'-6' 11 '-10' ` 4'-6' 18. RE• ARCN FOR EXTENTS OF STONE RELIEF ANGLE. � 4 � 56.01 56.01 � i , m 19 AT LOCATIONS MARKED 'S- 4 SIM." USE A 3/a' END PLATE W/ 8-�/a' � A325-N BOLTS, 3' SPACING AND 1 �' EDGE K � � ! - - "" - - - '" � - ' , ' DISTANCE. - - - - - - - .� - - - � - - - - - - - - - - - - - - - - - � - - - - � - - - - Qm ('�� � 1 '0 Q 1 �i i � i E � � i � I � U m � � x W18 x 35 � W18 x 5 3 . L6 x 4 X 3/a LLH � � 4 in 2 2 J � � � � STONE RELIEF �'O i i 56,01 S601 � a" � � m `� L6 x 4 x 3/a LLH ANGLE, 3 SIDES . ,� W18 x 35 � Wt8 x 35 J 2 I � x � � �o STONE RELIEF �O "� I ' x ' I � W O � O m � ^ � � � ANGLE, 3-SIDES � , � � � � 56.01 � i� i� i -� � ^ i x L - - - - - - - - - - - - - - - - - W . � W18 x 35 � x g W18 X 35 W18 x 35 � - � � ' - - z - - - � � � - - - - - � - - - - - - - � - - - � i i 3 � °� � �n I �n . � �n �n . �n 6. 2 2'-83/a �n �n �n � � I � � Z , ;o S6.01 � � � m m m � m �.,� Q �n m cn cn •N m m Q � � x � x � x x x �' x x . 2'-83/ 56 Ol i x x x x � x � x � M _ _ ro _ w .� _ w ro m .� ro �o a _ _ _ - _ _"' �o _ ro _ �o ro _ � �o _ � _ � _ � � o x X O .� � � 3 W18 x 5 3 W18 x 35 � W18 W18 W18 x 35 3 18 x 35 �N N W18 xi3 W18 x 35 ^ � W18 W18 x 35 1 x 35 ^ � � � v x x 35 X 35 � 2 W18 X 35 m 3 x 35 x 35 � O Q � � S6.01 x � Q � � � i i . 3 i . t t i x v v , � � � � W18x35 � � � � � � , N - - - - - - - - - - - - - - � Q Q � � L6x4x3j8 18x3 � O L L H S T O N E � ' ' � W18 x 35 � i � i � L6 x 4 x 3j8 � REt7EF - - - - - - - - - - - - - - - - - - - - - - ' � � LLN STONE � O w REL I EF � ANGLE q3�4 7'-7 8'- 1Yi ANGLE � J � 1 '-O' L6 x 4 x 3/a LLH 8'-115/a 6- 9'-OYa q3/a � � 10 6- N L6' 6• N 6' - GTONG RGLIGf° v - - O 56.12 � � � 1 '-4�/s 0 ( ANGLE, 3-SIDES 113/4 p � p 6 W� 6x2 O , � � � � 56.01 � W16 x 26 � i i i � 56.01 O �o W16 x 26 ' (160'-11 ') W16 x 26 (160'-11 ' 10 � r /'� W16 x 26 VV1 x 26 ' 161 '-4 � 56.12 v ' � � I (160'-11 ') (160'-11 ') � p - - - - � - - ' - - - - - - - - - 1i '- ' - - - - - Q � 6• W16 x 26 � 161 '-4' 161 '-4' � (160'-11 ') � � 161 '-4' 11 w � L6x6x3,fi S6.01 � � 56.03 (,60x ) 10 L6x6x3/a � STONE � 56.03 S6.01 STONE � � - REL I EF > � REL I EF ANGLE � � � � i � � � � � i � � � , ANGLE ` •� � � � � � O � � , , i '__ _' ' . - -u .�,.= � 1 I 1 1 I 1 f 1 I 1 1 , I j � - - - --� � J � � Q - - - - - -- - - - - - - - - -- - - - - - - - - _ � � -, �-, � ., ,- - � � � � � a � . _ ^_� ° 9 , � f s . 4 � 1 � , , •___ - - -- --' - - -, . _ � N I 1 1 I 1 I 1 I I I I , 1 E ¢ � � rn Q - - - - - - - - - - - - - - - - - - - - � � o � LEVEL 6 . � ENLARGED PLAN � � � � � � , � � � � � � � -� � s - - - - N - - - - - - - - - - - - -- - - - - AREA #3 � � . �N ti , � . � � c�� a ^ ! 1 1 ! 1 1 i I i I i � o . � � PLOTTED MAR � � � W � CHK'D BY JRB � � � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � O 2 3 4 SHEET NUMBER. H J ¢ T � � � � � � � � � � � � � _ � > - � - - - - - - - - - - - - - - - - - - - - - -- - - 0 � ' ■ o � 5 °�° � D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 � 0 � � � . i0 n I2 r� i4 I5 i6 r� t8 i9 20 2� 422`2�� OVERALL 27'-5Ya 8'-10�/a 18'-3Ya 24'-4Ya 23'-11Yz' 18'-11Ya 5'-5Y8 13'-7�/a' 13'-6Ya 5'-6�/a 21 '-10' GRID TO GRII . o ' • - � Archit ts � � � o � � � � � � � � � � � � Q � r-o• � r-o- oc o ' 0 � 2'-6' 2'-6' 2'-6' 3'-O' 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 3'-O' 3'-O' 2'-6' 2'-6' 2'-6' i i A r 2301 BLAKE ST. STE #100 � :o � � , T � ^ DENVER, COLORADO 80205 2'-6' � • � � � - - - � � � - 2'-6' c'� c� 303 861 8555 F.303 861 3027 i � � � � i i i � i .� �o i i AZ i i � i � i i � N N i � , � � m T •`;' ' I ' ' I I - I S I W I S I�S � � � 0225 MAIN STREET UNIT C101 � W W S I 5 I S I W I S AZ CE T S I S - I S S T CE W W EDWARDS , COLORADO 81632 I � Z Z Z � Z 970 926 8960 F 970.926 8961 ', ' J J c � � � u 5�_g• � S i S i 5 iW is T p ' � � i i � � � T is iW is is � S u S R � � � r-I--i ri--� i--F-� ri--� � e�GE� r-I� r-I--r e—E-, � r-I� e�I�CE r—I—� r�--� rF� r—F� H 1-u— � � � � � � �0 2'-6' i i 2'-6Ys i , i i � � � ' ' . 2'-8' T i i i i i i T 4'-OYa �O 1 ' 10' I 2•-6' 2'-6' 2'-6' 2'-6' 3' B' N 4 -py.z• , . � _ � _ T i� 1 �-p• 2 -6Y . s - � i � iT i i i i 2� 3� i T � 5 � S W � i i i � � i i i � W i5 � S T � I� e - - - - . - ' - - . - - � 2'-6' _ � . T �o � i T 'N .� —a _ � _ � T i � O i i Q T T_ i� . ' � � ' � I u N � � _ � _ , I � � T .m � � � � � � _ T ,O �-3' 3' A 2'=6' 2'-6' 2'-6' 2'-6' 3= 1 '-10 � � '� � S S 5 � AY U S S S W X CE1 � S iS iS �S rT�GE S S S S � ' � iU � i5 iS i5 i S i -i -.V � 2'-6'� 7'- 4' � � . S p,Y A A p � — � � U ' - - - - 8� � - - - S _� r� c � , � . � - - .^,� i i i i i BD � i i BD i i � i , g0 Q - - -� .� Z,_ , �o b S _ , 4•-5' S'-3' S i� S - '_' - - - S O T I ( I I ( i i �i - - - i i i _ � - c� _ 2 _ 3'-3' _ S _N O I - BO T � i T i T B �O gC S S S S nj i i i i i T � I CE I T I S ; S i S I S I T I CE I I I ( •6 3' 6 ' O' 2'-6' 2'-6' 2'-6' 2'-6' 2'-9' A X �n � BD � T � S N 5 S S S 5 `n 5 S S 5 ' 6. � 6�_�Y2 ;o � ;o � BD 3._�. O N T BD � i S S S S S � AZ �-6 �_� � r i T � O S t r u c t u r a I •m � m � � � � � � � � � � T � i i i i i i S i � S � 3'-O' 2'-6' T m � C o n s u I t a n t s C ' - ?.-6. _ - - - ' - - - - - - T - - � _ - - _ - - - _ - - - - - - - - - �fi�=- 2'-6' 2'-6' ;o � 2'-4' ;o , � �O T I �O � � I n c o r p o r a t e d _ T � T _ 'c� �O 7 Ti� _ i _ i i_ i _ i S _ i _ T i i i i i T T� '1 �1 - T - T - � r �T" - T i i i i i T _ i� S _ _ _ _ S i� S S � 5 i� i � ._ . T gC S 5 S S T T �S�S �S �S �S � CE � T � S 5 S � S � T � GE S S S S S T T S 5 S S S T S i � U � � � S � S � S � S � S � S S 3400 E. Bayaud Avenue #300 Colorado 80209 � S � S �3U37 3yy Ema I FlnfoC��Dsci�denvercom1 Etn � S � S � S 1O /a W S S S '� 5 S rl, � � .-I-. .-f� .�. Denver, . T T i i � 'v T � i T � 5 � T 2 2 T i i i � � i i i T O � 2 T i i Si i i i i i S � i � 5 � � ' �2 -6" �2 6 �2 6 � � 2 -6 �' � ( I � � � I I I �) I _ , � ,� 2 - - � S SCI Job Number. 04- 187 _� .o �r—�—�— .o BO � � �E I � , � � , S � .� C E � � � � � ' � �1 —1 - � - � � C � I I� I I �'� r � I —fi fi I I �t I � T � � �, � , r T T�, i , c•i Q T T ' ' ' �`' iiv C E i i 5 i , , , i i T , I "' 0 T i� T ISSUE/REVISION DATE NO. BO BD T , � S T T N 3'-O' 3'-6' '-3 2'-6' 2'-6�2'-6' 2'-6' 2'-6' p T I S I W I T I T I CE _m CE y T S I 5 I S S CE I CE I T I T I W T �- ' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2' ' 3'-6' '-O' 2'-6'� B T T T qZ T � i S _ .. , s � • , , . , , .; , ; . , CCD #31 09J •, y • . � . � � • . , . . = UN08 • �: ` i i BD i � i G i v . T � T 5 � � 4'-O' y�': � CE BD � T T I i� , � � � � � � � � � - �_ _ �— _ � � � - i i i i ' � � � -3� � � m i CCD #38 25JUN08 Qj D - - - r �� ' — � ' ' ` ' _ AZ ' � � � - � � ' AZ ' � ' _ _ � ""— _ I � � CONSTRUCTION DOCUMENTS OSAUG08 � BO � BD � T T S � S � T � T � CE ', .3 i 5 S W S S S CE T S - - C S S S W S S ; iB iT iT iS 5 T � T i v S T ' � � T i � ' CCD #41 18AUG08 Q � BD T r 3'-6' � 2'-6' �2'-6' � 3'-lYz � 2'-6'� 2'-6' � 2'-6' � 3'-6' ' . i O � � � > •�� i i i � i i ' � T � 5 � W ' T � T � -� � CE � T IS � 5 i5 IS �T�CE � CE � T � 5 � W i5 IT '„ — 2 �O � TOV UPDATE SET 10SEP08 , . — ; � : , � , � • .•• •. ` � . , • . , • ' 'cV T i > •'. - > • BO ' BD � T T � 5 ' S ' T ' T � CE � ` � C AZ — — — A � s �' B T T 5 S T T � S •, i i i i i T i i i i i �° E - _ - - - - � - - - - - - - _ - ' � ' = T - - - - - - i i i i i i i . - O I I 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' ' N O � • . : 3�_p- ' N -l � - - - � l- � B� 3 -O . ' i i i i i i i � i � � OI I I I I I I = • B p i i i i i i '-p• . . 3 _O. ;f t, `, O � �� .N •N � BD � T T � S � X � T � T � GE a` > � _ _ �4 � W W _m CE T S S T CE � . _ _ t` ( B IT IT IS IS T TI BDI •� IS F _ _ � sr, 4 e ' '� � . �• '• _ — _ _ ` >. � . ; , , . Q � � � � T T i W i w S 4'-O' 2'- ' 2'-6' 2'-6' '-7Ya 2'-6 2'-6' 2'-6' 3'-6' 3'- ' 2' 2 ih S T ^ 5'-O' 2'-6' '-O' � '-O'2'-6' S'-O' - - - - - • - � - � - . ' 2'-9' 2'-9. i i i �° BG i I � i i '- 3'- rfe 2'-63/�e � 3 a 2 9 -3 2 -6 '-O' -O 2 -6 -3 2'-q' � 3'- �o � 2'-O' -c� BD '� BD BD i i BG , . 3 O � ._ . . . . . . . . . . BD � U � BC � � BC � AY � U BD 5'-6' 2'-6' 2'-6' 2'-6' -6' 3'-7' 3'-O' '-3' W W 5 5 � � S S W W 2 -O . � . � . . . , 3'-�3'�6 � S U BD G _ � i _ _ _ _ _ 3 -O' 3 -O 2 -6 2 -6 2'-6' 2'-6 3_O' _ S 5 T BD i U i S AY � i AY , AY T S 5 S T S BC BC BD i � i _ BD _ i i i _ BD BC BC S gG 5 5 5 S T . 2'-6' i i i i i i 2'-6' 3'-O' 3'-O' • ' • � �0 2'-6' 2'-6' 2'-6" '-O" '-O'2'-6' 2'-6' 2'-6 , RE ISP � � i� I I I_ T I I I _ T S O • � m m QPOO�OY ���4�,�gF�9,Fo n T IS IBGI � IBCIAY IS � � BC � T • i -i i - i i � - - - BC � �O S 5 5 S 5 BC T S 5 5 S � � �'Q� '4�" c0 T ;u ' S � BD BD 5 • � � � � � � �.' S � � T i i i i i m i i i S O O i i i � T c� i i AY T cr� O • � AY BD � i i i i i i � ' IS IS IS I ` I5 � X � S iBCBC � � , . m . . . , . � � . . , . . . . . � IBGIBC IS S � IBG S IS IS IS IT T i i i i '-O' BD ,o A � �o Lo ' `L' H — — — — — — — — — — — — — — — — — — � �C� � - ! iT X S S S S _ _ � i i i i i � � i � , . : � Z-i- ,3- � ,,.,...5�-„__ �• �C= CK . �� . - - - - T S S qY S S A9� • . .. . . .•' � _ AO _ 8 ) _ AO (8 ) AO (8 ) S T FSSION�`�'� T AY� � T S i i i i ;� � O S � � � . . � "T . . Q �o i i i i i O 'rl - ' � � � � � I I � � i i i i . I I I I m ) • _ N 9 -9 9 -9 T ,N 2 T IS IS IS IS S 1 C T � I I I A I I I ( I T �� �O -Q $ BDi - �- -� -� � - � r � - � T X IS IS IS IS � iS is is i iT _`° 5 8 BUi i iBU U � I S IS IS IS IS � S S S S S B� i T ts is i � i i i i B� N B C AY i m m � i � � BC in AY S S T . 4 2,_�. c'�� - A'Y - T p . _ , Bp - -5=2' m T � '-O' 2'-6' 2'-6' 3'-1 ' 2'-6' 2'-6. T O T A in .� � T T T T � T X IS IS IS IX X S 5'-8' - i IT IS IS IS S iBG � T T T ;° �EVEL 6 ENLARGED N � S W X W � T S , 5 � W � S T o � � , � � . , � PENETRATION PLAN AI� EA �J %a -1 -O � BD I 2 -9 3'-O' � 2'-6' 2'-6'� 2'-6'� 2'-6' � 2'- '� m V BD �2'-6' �2'-6' �2'-6' �2 -6 � -6 � 3 -7 �� � � � � 2 ^ . , . . . , . . . . _ �� � NOTES. � g•_5• � T T X iS iS iS �Xi X S S W X � � °- � 5 � � m T 2'-q' � 2'-q' 1 . RE� 52.36 FOR ADDITIONAL PLAN NOTES. . B i i i T T � � 2�-9� S S 5 5 BG 2 RE� 51 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES ..I - - - - - ►�--+--F-- - - - - - - - - - - - - ,� � iT X � 5 � S � S X � � � 3'-OY16 i i � � � � i 3'-03�ie "m i I I I � IC - - - - - - ' - - - - - - - '- � ' - ' � '- - ' - ' `0 2�-6ke �0 2'-6JS6 � � T m i i 'N i i � � � 3'-O' 2'-6' 2'-6' 3.-1 . 2'-6' 2'-6' -N 2'-6' 2'-6' 3'-1 ' 2'-6' 2'-6' 3'-O' � U � _ T S 5 5 S X AY X � S � S � W T AY T S " S S S BC 8 m ' � � T X � � i i i i � � �I,2'-6'� 2'-6'�2'-6' �2'-6'� " '-6'� 3'-7' T S QS W S T T � 2 T _ � 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' 2'- ' ' X 'I'� � � �+ `O � 2 2'-6' 2'-9' — — 3'-O' 2'-6' 3'-6' 2'-6' 2'-6' T � 2'-6' 2'-6' 3'-6' 2'-6' 2'-9' �o � � - - - ' - ' - - - - - - - - - - - ' - � �' � { T ' � S � 5 BG i T iCE i CE i i i •' i i i i iCE , ^ m co �1 , w � - Q i = � � � � • � � � ' � X X W X X S � Z ' �o � , m - - - - - - Q 2'-O' 2 _ S S -m 5 - - S 2'-O' 2 O O � � , � 2 5 2 5 5 5 2 � V �/ 2�-6� �° 2._6. � �� � � ' � , � � M - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ o 0 GK V S S S S C S CK iT G W W W W - iGK iS - � �'� � � BD O O Q � 5 5 S 5 i i � 5 i , i S _i —i _ � S S � _ � �O � � � � � � I � � � � � -3 — � i — � �o Q Q � I I T �/ F— T 5 T 2 N _ _ _ �' i i T i i i T S T T 2•-O' _ _ _ _ _ _ _ X N _ _ _ � � L.L � p 2'- 2'-6' 2'-6' T i i � i i i T � � ' ' J O w in �_ 2�-� �-�- ir� , � C iT Ti ii i i i i � - � � � � - N . i I � I i I I I 1 � � o O , - � i i i � i i E i I �— U n/ I 3'-O' 3'-O' � � LL j 3'-O' 3'-O' p - - - - - - - - - - - - - - - - -� - - � - � � 2'-6 '- '-O 2'-6' 2'-6' '-O � � W — � � . � Q — � � � � � � � � � � � � � � � � � Q �� J � � � � � � � � � � � � R � � � � � � � � � _ _. -�� Q — — — — — - - — - - — — — — - - — - - — — — -- - - — sb.� e,- F u - �` ti,s � , � - �—� �_ � �, � , , � n " � , � � , '� 4 v �a V � i y � �� ` E ' �� � '� t � � � �. - ' �. _ — E � f 1 I 1 1 [ 1 1 1 I 1 � t - - � � ¢ � � � � Q — — — — — — — — — — — — — — — — — — — , — � •� , LEVEL 6 ENLARGED ¢ � � � � � � � � , , � , � PENETRATION PLAN � M N � � � � N ! - - - - - - - - - - - - - - - - AREA #3 � � ' . �� � . � �. 0 _ � 0 o . � , � � � � � , � � � � o y � � PLOTTED MAR W n � � CHK'D BY JRB � p � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � p 2 3 4 SHEET NUMBER. F- J ¢ � t � 1 1 I 1 1 1 1 I 1 I 1 > _ � _ .. _ i _ _ _ E � _ - � ^ _ _ 1— _. — { � _ _ � _ _ � _ _ E LL 0 Z ~ 1 5 D . P .A. PROJECT # ■ 2 2 . ° - 06 3 00 � SCI PROJECT # 04- 187 N � O � f.� N LL . . _ 21 22 23 24 25 26 27 28 � OVERALL 21 '-10' 19'-1 ' 19'-1 �/a 23'-10' 16'-8Ya 19'-OYi 15'-3Ya 7'-4' 4'-OYi RID TO GRID . 19'-6Ya 2'- 33 ' g'-4' 2'-05/ ' 8'-83/a 6'-1Ya 4'-7�/a 4'-9' 3'-7�/a 1 '-8�8" 8'-8Ya 8'-3Ys' 2'-11 �/8 16'-53/s 1 '-103/a 4'-45/a 14'-7�/a 15'-3Ya 6'-10Yz' 5Yz �. COLUMNS 6' � � � Qt"Chlt tS � , � r-9��8 tr- �8 � � o � � ' , � � � � � o� I � I � I I � � I I � � � � � , � I � � � J , � , � � , � � i , I , � � O � � ' � o � a � � � � � I I I � ( � I 0 I � � > - - - - _ � I , � � , . - - - - - - - - - - - - 13' `� q 2301 BLAKE ST., STE #100 m m � � � � � � � � i � i 3-#6 AT SLAB ' `O DENVER, COLORADO 80205 (V (V I � I I � I I I � I I � I � ' I � MID-DEPTH � I � 303. 861 8555 F.303 861 3027 � � N ' � � � � i � � I I � �i� � +�� � � 5 0225 MAIN STREET UNIT C101 I I � � E D W A R D S, C O L O R A D O 8 1 6 3 2 Z � Z I � I I � � +� 1 I • S � m 970 926 8960 F.970 926 8961 J J ( 60�' �) 56 01 iW16 x 26 I � � O� , I . I I S6 `� I i . •� i � v U U 1 6 1 '- 4 ' ��b s. . �1 6 0'-1 1 ') ,�1� b 1 6 1 i 4 � '�i h �8� b • 1 b0� •c0 � � I I +� � � � I �- H y� i i i � ,p i � I I i y�,�� S � • 8+� i � � � �� �� I � O. W 8 x 35 � - b�� - - - - � - �b - � - -�J - �� - - - - �- - � �-- - - - - - - - - . � ��0� � �. � -2 � � - i ��P � � I I �+ ��+ � �,+� i O I '�S � S 2 � i ' �' � `�i 4 S I . -. S-2 S-2 • - _ � +�vj 18 x 35 N W18 35 � W18 X 35 �+ � ry � � � .� LL! y. '\ � � �c4 nj� - - - -� B 11 I �� �9+ S-2 - W18 35 S- � I .�s W16 X I �b . �+.3 I I +.� �+ � I O 56 03 �IN16 x 26 � � i �s i '� (160'-1� I �/ s � `S C� 6• \ (W60x 26 ' i ' ,(160'-11 ') � � S-2 W18 x 35 - - - S-2 18 x 35 - - � - - - ' ' - E - • � ' � - - - - ,� - - - - - - T � �� } � . W16 x 26 x 3 �'Gi� , S-2 +�h � , 1��3� -2 x 8 � � � S6 � , +�h 1 ��+� , ��+ �� 161 '-4' �� - - - � m :o , . (160'-11 ') _2 +�'S I .a �`� I m �1'� x -- / 'pi �� . J, 4 �'S 6; � '1 � _ 6 Q i � i � � 4Q I ' � ,O � i `h� !y� , i .�� � i� � W18 x 35 � 18 x 35 W18 x 35 _ _ i - � � - � _ 1 _ - �� i •- � �ryj� - O+! + �i _ �_ �` ��` b. - • T �' - - - � - - - - - - - 3 � Structural � , � � � i r � � / � i �� i i i '` +�g `S I � W16 26 _ • � O �y '� (160' 11 ') C o n s u I t a n t s � 56.01 L6x4x3je LLH -� . � � C Incorporated � STONE RELIEF 0 � ' m 2 � � , �+�, � � +�� �+� �+� ,� s, O ANGLE W1 x 3g � I c0 Sb Ol `� s S• �� `S D� �Sl � ' x35 W18x35 � Wigx35 I -� I 'S� Y • . 3400 E. Bayaud Avenue �300 � �j� � � J � J � � �onvor, Co� orado $ �00 m , � � � , � i �+ � ��p+ � ��0+ ' ��sl `��+ �y�, �+ �� `\ � (303) 399- 5154, FAX (303) 333- 9501 X m m m ( I y� . I � �� e ' � b � �� �O . Email Info�sci- denver com � , x i x . � x , i � _ _ _� _ _ i _ _ S _ _ _ r � _ _ _ y _ S _ _ c4 i S i � _ � _ J �� � SCI Job Number 04- 187 Y 3 � c0 c0 � co ; � Wt8 x 3 � � , � y� � s � � ��� - - - - v c0 � � � c0 + � s • �j � . �o I , � X � �'� � I .�S �+ �'�p+J I �.��s � � Q � � i �cw ��p c�, � ISSUE/REVISION DATE NO. G Ol W18 x 35 W1 x 35 W18 x 35 � , y�� � 4 ? � s � �c4 • . � `� , � - • ,��ti - � I - - - - -� - - - Q; - - + s�� � � _ . ,� - - - - - CD PERMIT SET 010CT07 . � i � i + i �i � S• �h x 26 b%` '_' � ;o _ _ � m � � � 8x35 + _ _ _ �O+ � �j� 8+� _ _ _ �/ � 3 �r' _ (1 '-11 ')_ _ _ _ _ _ _ 'c:� STRUCTURALCDS 01NOV07 4 �o ^ � � - - ` - �O� -4 - 4 _ E - - 6. ,.,,._ - - - � ,,,,,., � . Q 161 '- 4'i � Wt x 35 �; � � � +� �o � TOV RESPONSE 12DEC07 Qi • 4 O � 4 i F• x 35 [15l � W18 x 35 � �: � W18 x 5 � I � I Q I Oj � 6: `� �� Q +� I �+ 6 Y � � TOV RESPONSE 11FE608 Q p � � X m � m I, � � m W18 35 y� 4 2 �'s i . 6- S O i� 2 .03 � -,o � � i� � I � I �� � i � b � 60� �d. � � Q � ` I � + ��� ,y A , � CCD #24 23APR08 Q 4 W18 x 35 3 Wl x 35 � W18 x 35 +/ � � •� � � �+! � � d`6. �i r�,1 � � ^ LEVE � 6 ENLAI�GED PLAN AREA 4 ,8-=, �-o� � _ _ _ _ W, 8x3 �, 5� o � S ,o ��� I C C D #3 1 0 9 J U N 0 8 0 NOTES� N � � , Q � � 3 x � '" ' � �` " �� - - � Q _ � Wi6 x 26 E CCD #38 25JUN08 Q � � �0 6� Q � � 4 Qj+ (160'-11 ' 4 � �o �o '-4 2' 1 ' 5Ys �O �i. Q• + � I p 1 . B O X E D N O T E S � I N D I C A T E A T Y P I G A L C O N D I T I O N U N L E S S N O T E D O T H E R W I S E. � ( `�� W18x 35 � I �s I I � 3-#6 AT SLAB i _� CONSTRUCTION DOCUMENTS 08AUG08 2. T O P O F S L A B E L E V A T I O N = 1 6 1 '-6', U N L E S S N O T E D T N U S ��-�� x35 [15] W18x35 W 1 2x 2 2 6� W� gx�3 5 ' Y• i � M I D-D E P T H TOVUPDATESET 10SEP08 3 TOP OF STEEL BEAM ELEVATION = 161 '-1 ' UNLESS NOTED TNUS• (XXX'-XX'). � � - - � - ' ' - - - _ F 4. <X'> INDICATES CAMBER OF STEEL BEAM � � i � � i i 4 '��.• � ? Q p P � 5. PROVIDE 3/a ' � x 4 ' N A 5 , FOR ALL STEEL BEAMS AND GIRDERS NOTED TNUS [XX) WNICH INDICATES TOTAL Q4 •� E -� � I � I S• ( � � � � �� � ( � ,� •� NUMBER OF STUDS EQUALLY SPACE N.A.S. ALONG BEAM UNLESS NOTED OTNERWISE, WNERE NO STUDS ARE Q I �• . . 4 � � � i � � INDICATED PROVIDE 1 STUD PER 2'-O' OF BEAM LENGTF-I X 35 [15] WtBx 35 Wig x 35 � ' ►N1gx 3g� s°� ?� �4� 8 i o,,� 6. �� INDIGATES STEEL DEGK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SNEET 51 .00 F012 STEEL - - - f DECK SCHEDULE. , . � m , � 6' . ^ w� g x 35 " ' G i 7. RE� SHEET 51 .00 A FOR STEEL BEAM CONNEGTION SCI-IEDULE. � � ,_ 3 _ 3 x N �_ 3 . W18 • i � , I , 0 REGIST io ;n in x 3g � + � h � 'm O�PO��oY ��''c�F 11 4 /a 6 5 9 /a i0 � � �, �•',�,R 6Z9,9•. O 8. �� INDICATES A MOMENT CONNECTION, RE� 1 , 2, AND 3/S6.00 8 x 35 W18 x 35 W18 x 35 • � �O °� � �`� � 6' EDGE i � � O� � ��; 9 RE� S3.00, S3 Ol , S3.02, S3 03, AND S3 04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY i .� W� 8 x 3 � � �` i � . \ o r OF SLAB f I ' ^ � :� : PRECAST SUPPLIER. � , Q � �YP � � • � 10. 'SC' INDIGATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP GRITICAL. �O 4 �O 4 TYP � � � 4� � W18x35 S��Q, W18x3 - i - � - -� � - - - - - -i - - - - - - - - • • c�, 11 . COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECHANIGAL � � ' � : . I ! ' � H �O••, �:' � � . . . . .. �� DUCTWORK WITH ARCI-IITECT, MECNANIGAL ENGINEER AND SUPPLIER. 8 x 35 ,-. W1g x 35 W18 x 35 W18 x 35 I �'�. a �%� � .N �m 90 . • � . � . � i i � ;o � i . ,�,� �. 56.01 � 'd �o SSIONP�-`` p �' - � o ,. UB 12. -�K - INDIGATES LATERAL LOAD (SERVIGE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WHERE PARALLEL TO � .� , A WALL OR CONCENTRATED AT A PERPENDIGULAR GONDITION. �o x .o x � . W16x26 . , -� co � c0 I 18 x 35 �o _ LL�Q:-11 L _ � p 13 RE� SI-�EET 51 .00 FOR LINTEL SCNEDULE AT OPENINGS IN WALLS F02 4 ' STONE VENEER. _ _ _ 1 4. P R E C A S T S U P P L I E R M U S T C O O R D I N A T E A L L O P E N I N G S R E Q U I R E D F O R M E G I-I A N I G A L, E L E CTRICAL AND 8x 3 5 3 W� $ x 3 5 3 �_�_ i � W� gx35 i i �, � ' m W 1 8 x 3 5 W 1 3 � N -' � PLUMBING TRADES. - - - -C`- - - - _ � _ � - - ' - - - ' . - - - - - - - - � 15 RE� S1 .01 AND S1 .02 FOR COORDINATE PLAN AND SGNEDULE FOR COLUMNS NOT LOCATED BY GRID TIE. � � YP 5 m � � 'I' � � � ,(� � 3'-6' '� �` 5 16. Q INDI CATES STEEL COLUMN, RE� SCHEDULE S1 .04. 8 x 35 � 'o � 6 00 � I � �.� ��,5 I '}� . m -O . W18 x 35 W18 x 35 W18 x 35 I x W18 x 35 y� 8� _ 161 '- 4' - - - - - � � N 17. TYPICAL COLUMN BASE AND NSS POST TO GIRDER DETAILS, RE• S1 .01 . � _ _ _ .p� _ _i � � �� _ _ _ � N � 18. RE� ARGN FOR EXTENTS OF STONE RELIEF ANGLE. ' • � � p .� � m �n X m . i� 'v 1 O 19. TOP OF STEEL AT GANOPY TO BE DEFINED BY ARGHITECTURAL DETAILING TO BE RELEASED AT A LATER � .^ N x ';� c0 I ( � � � 3 ' i E ;� � � m 56.01 DATE. 1 12 n W1g x 35 tO W18 x 35 W18 x 35 ' W18 x 35 Wt8 x 35 D2 y� 6 x 2 � 20 S-'X' INDI CATES PER CONNECTION SCNEDULE ON SNEET S1 .00A. 56 Ot S6 05 - W18 x 35 I W18 x 35 � � i (160'-11 ') � � 21 . �� INDICATES S-2 CONNECTION WITH 2 VERTICAL COLUMNS OF BOLTS. - - r _ _ I _ _ _ _ _ _ _ O _ _ i , 11 '-1 O' 4 '-6' � I � � W18 x 35 � 22. AT LOCATIONS MARKED 'S-4 SIM." USE A 3/8' END PLATE W/ 8-�i�' � A325-N BOLTS, 3' SPACING AND lh EDGE _ _ ` _ �_ _ in _ _ ! - � g _ I � _ _ _ W18��� 11 - _ _ T _ _ D I STANCE, 5 6A3 'm � � W18x35 W18x35 - - O ��- - - - - - - - K � `� 6 5 � � i � 12 i ; � � � 2 � RE� CORE C m m S6 05 � ^ � � ' � WALL I 55.01 I 3.0 55.01 � � 9._93/8 o J S6.01 ^ ELEVATIONS ' � , 3 I _ � W18 35 1 OK W18 x 35 W18 x 35 4 W12 2 -6�/ ' , t , ; ' • • : . . * : � W18 x 35 W12 1 '-1 O" O - - - `� i ' _ , ; . , • ` � � xl4 � x14 ; LLJ " , . � � � . - - - - , 3'-4' 18'-2' 1 '-O' � - ao � • � - �- � c0 W18 x 35 cp in O 3.0 Q � ax0 3 x � � r � � 3 ^ B 4 . � � , -, ' m , ' 4 � ' m .� � � Z io 3.0 5 � : x � W18 x 35 W18 x 35 3 W12 4 Wt8 x 35 4 � � 2 � Q � ' W18 x 35 W18 X 35 5.01 '. 3'-4" . I { . - - �o � � O �0 5 x14 x14 � � - - - - - - - - � - - - - - - - - - - - M � , - - - • rSIM , ' -� , . - - _ - - _ - - . O O � ,� STAIR FR MING _ a ' ` • • " ' �o � �' d' � • � . m � � �'`� AND LANDING .� w18x35 v ' ' � � O Q x � x BY STAIR � A �O �' � � � � SUPPLIER I � W18 x 35 v 3.0 S� .OI � � 9, 93/8 � - � � - - - - - - - - -� � � � � _ _ W18 x 35 W18 x 35 � 'm � 6� ��/ � � L6x4x3jB - - - - 6 � .- � - - - � - - � Wt6x26 ! N Q � LL � � RELIEF ONE . � �n S5.01 � W18 x 3 � � `O � � (160'-11 ') v x 1q � �'`� � 16 x 26 rn 161 '-4' O � � O � ANGLE - (160'-11 ') i� ax0 18 x 35 � � � 160'-11 ') . '_ '- �, � J � - - - � - - - - - - � O � W18 x 35 � W18 x 35 (160'-11 ' .� � x � � � O � O , o - - - - - - - - - - (� c� U � � S6.12 19'-1 ' • 19'-1 �/a � -^ 14'-53 3 � �' � S6.01 S6.0 � • �o � . ^ - - � � `* 3�� W18 x 35 . 4 COLUMN SLOP 5 P � � . x - - :- 3-8- Ie16BEL- w L6 x 6 x 3j8 161 '-4' 'O W16 X 26 N MI 6 AT SL � - - - - -8 4 -� - � F GEOMETRY - - - - - - - - - - n � � STONE (160'-11 ') `� � . RELIEF q � � i 4 v W18X35 � 2 -� r � n/ , ANGLE i 6.01 S6.01 ` - - - - - - - - - - - - - - - - - - - - d- L.L 1 E 1 /� , � ti . r' �L , STONE 3 A�S � ' 6.04 v W18 x 35 � 1 L6 x 4 x 3j8 LLH � J ANGLE � + +' ' . � ; S6.01 RE�EF ,� `� O ' 4 �O ANGLE ; � /1 I � Q � 8Y8 '-33�4 9 COLUMN SLOP 5 �/ J , _ 4 x • RE� 3-D MODE _ _ . 2 ' � 8. '" 56.13 FOR GEOMETR ; °-� --� � � i i S6.01 i ' �n � � � 5-3 - 4 - - - - - - - - - �J ` - - - - ' I c ,_ _ _ � ��.. ` - - a � - - - - - - m Q \ - 7 - - - - - - - _ - - _- - - Q ° � E, �: � ^ `, , aa ; 4 � � 4 � , � r s � � a OPEN TO � S6.13 m � � - ' � � ir� •,o BELOW p .- . � � ' , x � x � � � --- - - � � x � � � �n � [p U � '�t � � � i 3 � X O 4� � 3 � � � � ^ i� ¢ 2 � �in , � � - - - - - - 56.01 � W/ MC12x10.6 � -� - - - - - - - - - - - - - - - - - - - � , - m '� - - ' Q � �' +�+ - "- - - - - - _ .� LEVEL 6 � � � �� ,�- - _ �- ' Ro� UPPORT BEAM � - � �Qo� - � - - - � - - , - , - s6., 3 � , , -� E N LARG E D P LAN ,.� � RE� RdOF FRAMING PLAN � 6OO 56., 3 S AREA #4 � � � GONNEGT IOM L6 x 4 x 3j8 LLH � � � RE• 14/56.13I STONE �� � i � q•_gs/e RELIEF Q ' I ANGLE .o o ` ' ' f � � � � � � o ' PLOTTED MAR I � QW �' � ROOF SUPPORT BEAM 1 CHK'D BY JRB , Os�sr+ RE� ROOF FRAMING PLA ? 9 � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS > v I [0 � � 2 3 4 SHEETNUMBER J _ _ _ _ _ _ O .�.. � � ' � � ` � � .� ' � � � �.�.f� � � _ ( __ _ � _ � - _ � ( _ - � _ �_ -' � ' � _ = _ � __ � � � � _ t t '-5' � � 1 5 D . P .A. PROJECT ■ � SCI PROJECT # # 0604 18� � 0 � U - i 21 21 23 24 25 26 27 28 I � OVERALL 21 '-10' 19'-1 ' 19'-1 %a 23'-10' 16'-8Ya 19'-OYz 15'-3Ya 7'-4' 4'-Oki' GRID TO GRID • � • ' � �► rChlt tS o � � 1 t 1 1 i i I � � J O Q o � W ' O[ > - - - - - - - - - - - - - - - - - - " ° q 2301 BLAKE ST , STE #100 • � ^ • DENVER, COLORADO 80205 • sr• �O 303 861 .8555 F 303 861 3027 (V (�I t i � i ��` �6. t E � 0225 MAIN STREET UNIT C101 W , W S O �`6�, EDWARDS, COLORADO 81632 Z � Z 3 / 6-. � 970.926 8960 F 970 926 8961 J J ,O 5'-O' s': ti 6� P.� � / . � O. . � lu— H R � T R e0 � � . �` �. � 6. Q Q I � \ � 1 1 � / / �/ i 6' ! 1 i � � � � • � , ,� O. 2•-6' , 2'-6' 2'-6' �h � / �%� S � P�� , t�/ / � F:6 � II � � T �� / � �� � S is CKiS is iBC � R . _ � - - - - � . r �� — - w � - - � � -e - , � - � �, . B 3'- '� S 5 CK 5 BC � � W -� . .� � P� � � . �O. '-O' 2'-6' 2'-6' 2'- � e0 ' / , � / . � i S S 5 a. , BC 2 -6Y 256. S �. i . � �: ' �'� i i � � � • / �� � �C / b ` �. . -1 . � � `ti p � ' O b . C � S 2` � 6. P-1 ,� O� �, r '-3 5 ��, P . / �, . I . Z� �`6�. S 6�.�• •( ` ` . '1.�� ,L.6 �� / +� � . p; � • b 6• �o � �6� �' ��. r '3A� 'j,'f� 1Q � / � , � ' � �C , �-°, .,� � � ��4• T � 5 W T T T , � . P / . � ' p � T T � Q BC BG T � 3'-O' T X W W BC BC 1 , � ' � , i � / � , a �' � � S � � '< < � S t r u c t u r a I _ 2�_6- T m i i i _ i i i - - - i i i i i �, _ � � _ � / - - \ - - _ G+ Consultants . .b . , - - - ,� � - , - .� - - � � / , � � --� � ' Incor � orated � 5 S N i i i � T � 5 � 5 BC T ' � � � � B P � . / , / ' . � O . �' > �; � \ 3400 E. Bayaud Avenue 300 � S � S � S � S S W BC BG CK X W W BC C - G ' , � � . ,� . ,� e 6� � P �': ' en � / � / / � , n� � p -}- �` ?6\ • p� Denver, C�o�lorado 8 209 T , , � � s. °. , �/ � � / ry t � �` , � , (303) 399- Em5ai� FnfoC�s03)denvercom� S � _ _ � 5 � � � � _ � I I _ � _ � I _ T I I I I ( � ' � � e o. � \ � P 6' '� ,� / � � SCI Job Number. 04- 187 _1 _i ��, s / , / • � � . � � T _ _ � T � � � _ � T � � _ � _ � _ T � � � � � Sp S �C� � � � � � � , . �j;b C' e � , �o � � \ � ��\ � . O � ISSUE/REVISION DATE NO . T T � IS �W�BCIBG � S IS �BC IX IW IW IBCI C ,� � ��. � � �� � � . � ,� � , � � �� ` � ` , �� AZ - = i i i i = i i i iCK = i i i i i � �� F` ` � / • �o c + tib . ' P. \ , b �� CCD #31 09JUN08 S S � ' �-3� CE B� � T T i T 5 5 5 S 9� � , �p � / � � � '� ` � \ �� �� CONSTRUCTION DOCUMENTS 08AUG08 i i i� i i i i i i i i i i � i i : d' . � � . ,� �` � �' ` � - T 5 _ 5 _ � CK BG - � � � • �j; � � - � � - � ,� b � � - - - CCD #41 18AUG08 Qj S S T , T , � S W BC BG X W W ;o I ( I � '�, `j;b T . , '2, , � ' / ,� �', . � , b -�� TOV UPDATE SET 10SEP08 ' i � 6. i � � ' BD T - 5� - � - - - S � �Pi C r iT ' S ' ' S ' S S T ,i�'� + + � � � , r'�a.� ' � + � . o• � \ . ,b i� 2 � � �o i i i i i i � i i i i „O �. . ' / . . �l• I I i� T � S � _ 5 �O S i i i i � i � � 4._O. 6 Q e o 3 � y� ' �a'�, P� , � �b \6, O S 5 T T . �S�W IBG� BC � 5 IS ICK IX �- IBC ) C I ; � � / / � ' 6• , e „b � IT IT IS IS S , S , T � , , ,� , �. , � - - - w . - , � �� s � _ 1 - - - E / -� , .s, . � � � P o �� � , b , ' � � � � � � � � � � � � � T o � � y� , S IS T TI B� ° IS IW IBCIBG I I I I XI I I I I '� ' ' ' ' ' ' � � � e0� � , i � � ; W W gG ' �: T T S X T •�'� � • '� � � / � +' G , � '-7Ya 2'-6 2'-6' 2'-6' 3'-6' 3'- ' 2'-6' 2'-5' 2'-9' 3'-O' 2'-6' 2'-6' 2'-O' 3'-O' 2'-6' 2'-6' 2'-6' 3'-O' '-6' � 2'-6'� 2'-6' � 2'-6' � -6' 2'-6' r,;� ?� `L y�, • ' � - ! " - F 6. 2'-O' 2'-O' i 9'-6' 2'-6' 4'-6' 3'-6' � i Bp ? t}- � � � i i i �� 6' '-O' '-O'2'-6' '-3' 2'-9' � 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' 3'-O' � 3'-O' 2'-6' 2'-6' �v � 6• �� / / �b �1� ;o S AYi ` iAY , s , U , BD T S 5 5 S T X X W CK � W X iT �o BD S S �C Qj a • /� o . � , � �; - - - - - - G �p �EGISTF 6' '-O' '-O'2'-6' 2'-6' 2'-6' in I `—'I I I I I T � I 2'-6' '- rr� ep 2'-6 6�. OQ�''�POY Bq,Q.9Fp � i � i is is is � X � W � W i o' � � W � W S 1 ' 2'-7�/a � o'. �. � vo�':�?� �F`�: S � � qY S S T � BC S S � C � �, r : o S A ' P' a�• � i r i � ; -' � ;� � BD '� � � � � � ' C K S i i '�'S• BC 5 S 5 S � i_ i i i i _ i '° � _ S �o I 3'-1 %a 2'-6' 2'_6' 3'-6 � 2'-6' 2'-6' 3'-8' 2_-6' 2'-6 ��� - � - - - - _ _ • . S S S BC 5 W S S S iX .} W iW S S 5 • S S W W iS iT F '-3 ' �` ��'ti' G H A90 ' • • • • • •'�'�'�� AY T i i i C ,o CK i i i SSIONP c� ' 2'-6' 2'-6' I2'-6'I2'- 3�—� 03�4 �� G �- �o - d� A T 5'-4' 3'-6' 2'-6' 2'-6' . I I I I I I T 'O � i i i r � � i � 3'-O�6 3,_,�6. 3�_�6 T N 2'-65/e W 3'-O�/ie T S S S S S T S � S i , iAYi S � 5 i BD N BG S W S S � X w W ' S � i i i i W p S � i i m S S S � GK 5 � , BD Nt I , 0p � T , � � in 2'-6' M Y T � " A in 5 O T Q. � i 2'-b e 3�-S�i�e B i � �Pi� ( I � , �. '0 2'-6' 2'-6' 2'-6' 2'-6' • BG i i ,� T T .o I I I I I I N �- 2'-6�56 . T S S �O �; � p N T ' U O � � � S � S � W ' S � S � X X W W S S 5 CK S S W W S T � S W W S S S ' O BD N I S I i O� S W S W S � N � B� � BG � , � � � � � . I I I I � � N 5 � . S � , i � i i i i B C i i i i I I B C m ( I I I I I � B i� � i i i 2 _6• � �G a'• i i i i i i i � � i •� i � BC i i 2 "q IS IS IW IW ( S IX X W W S iS i5 � CK is iS iw iW is iT � IT S S 5 S � 5 � IS IW IS IW IS S W W Sin _ _ 5 � LEVEL 6 ENLARGED _ _ _ � _ � � _ � _ _ _ _ _ S _ B� _ _ _ _ � � T � ��� � � � � � . �.j.., �I.., . , � .� PENETRATION PLAN AREA 4 �-=, �-o- _ . _ � , � � , � o � , � � o � � � o , L IS I I � I � . _ �� , � � � � � 0 4 �-3� 2�-6� 2�-6� 2�-6- � � � _ _ _ m C ' v "' K TF`� F � U NOTES � � p i i i i O u? c� 2�_6• ' T T i i i i i A`Y T 4�-2 1 . RE• S2.37 FOR ADDITIONAL PLAN NOTES. m I ( �I I I I T ' S ' � � BO BO � BZ � i i � i i i i i i i �'- � �O O I I I I I � - - - - S - � m J 2. RE 51 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. I I I I � C � � � � � � � � x , � , � � � � I I I I I I I � N � .� Y , � � � � 'm T T I I I I I I I � I I • 4�'6' 2'-6' 2'-6' 2'-6' 2'-6' '- 3 ^2 _ _ _ _ _ N O J � � � U � i i i i i i 5 S 5 S S U S W W S 5 S S 5 N W � � i i i i i i i � i i „ ' , • ,. - � _ �/ � gC S S W X T X T S S S I S I T � i i i i � S _ X W _ S `r _ _ _ > I` L.L , - - - ' � L ' �2'-6' '� 2'-6'� 3'-8' �2'-6'� -6' 3'-O' �' ;0 2'-6' 2'-6' ;o � � W I I I I I I T I I I I - ` � � � � � � N � � � � � X_ W _ S _ N , ,� � � � ; z•-6• ; s s s s s S . s w w S 5 � S � W � W o �- Q � Z ' � � gC � S � S � W � X � T � � T � S � S � S S T ;, �, � i , AY � � W � � O ' ^ S . �-6' 2'-6' 3_A � -3 A T- T - - T - � ' M � � O • T � I 1 I I I I '• } , t } . • 4 . . • .. , " • „ � � S S S • • I I I I I � • � O `O � I I I I i i 3'-6' 2'-6' f S .� .� S S T T _ � � O Q T X ' _ �o � � 1 i � � � S S i 2' 6' 2'-6' 2'-6' 2'-6 2'-9 O � � Q � � - - - - 5- x T T S S S ( S_ I T - - - _ -rn i i i i _ i i - ��— - - - I�I � LL � 5 5 S S � � � i ' X T . w O � � ' � � S � S m iS iS iS iS iS iS I I , '-OYa � 3'-lYs T � i i i BC � N J ^ � � L.L i i i i I 5 5._�. i i 4._6. � � 2•-hJf� m I T I T I ( I I i S � � � � � � 5 o O O I T i IS IS IS IS IS IS �- O t i � U . . . . . . . . . . . iS iS iS iS BG � 1..1� � i 2 - 2'-6 2'-6 2 -6 2 -6 2 -6 3 -O Qj � - - - 1 - - - - - - • � - - - - - P Q � Bu � � � � � ' v w � /'� m C I ( I ( i O '-6' �2'-6' �2'-6'� 2'-6' �2'-6' �2'-6' � v / B � � 5'-6' � i S i 5 i S i S "� = S � \ �1/ BG S S S 5 BG - � J �� � � � � � � � i i i �L� C 9�-8� � � t � �� � N J . � B,r S .S �'J S S �O O 2'-61f � 3'-OK6 � Q `U BG 5 S S 5 gC 2'-6' 2'-6' 2'-6' 5'-3' �/ J i i i i i 2'-6- 3,_ , _ . �, � �'� � c - ' _ A � ; � � � i qgi 4 ( BD IS IT IS IS IBG � i i i ; t , _ � �; - - - - - - ' - - - - - - - - - - - (� ; < < - - -, f � � � � � 1 „ � ` `� �� �l � � � � m , � � t � � �� _� j � � � BZ BC S S S S ° t, � •� a.��...-- — � , � A BC , � �- - � � i , B 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 3'-O' :° i � � � N Q O . c,�y r N � _ _ — _ _ _ _ _ _ _ _ _ — _ — _ _ _ R � � _ � LEVEL 6 ENLARGED � , , , , � � � � � PENETRATI � N PLAN � � - - - - - - - - - - - AREA #4 � - - - - - - s . Q � � � �' � � , . � _ � o � ! � � � t � � • PLOTTED MAR � � o ' i� � � , C Q , COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS G a � � O = _ J ¢ — - - � --- - - � - - � - - � - - � - - � - - � -- � - - - T > LL � o _ 1 5 ■ � D . P .A. PROJECT # 06232 . 00 � - SCI PROJECT # 04- 187 � � 0 � . � � � _ i ^ � 2 S 4 5 6 � 8 9 D ■ It D �4 d �6 p �d �i �D m � Z3 �4 ab �6 27 7d oveRs� � �a-al� ov�xe1 � GRID TO QiID 6-2' IO'-9' T'101 1B-9' if'7�lfi 6'C B�J' id-A' 21'-4� 14-UL 2T3�1 E''103fi 10''S� 24 -� 27-195 1CilY�' 63�i 17'7f(i 17�d�i' 8-63( ZI'-10' 14i' 19'"I� 23'-10' 16'd� IY4�S IS'Si T-� 4-dS GRID TO GRD � O Q� COLLl.f�S 13'-'7Y! i' T-lUfi I�<f9(i JTi' ' 6'iV 3' 4-4�' 6{Y!i 0'-99� S-6' T-O� 5 '3 8-3� 4 �8' 6'r B-89i -0 ' 8'-39Y '9 ' 163Xi 3'-U� 4'4'! �O-t�Yi 4''T 13-H�(i 6'-17�' ''1 -T 6-07fi Y-6' 23iUs 9'-6' 6'C�i 2- -1 4-lYi 14'�B�'i 4-T IC-A'i 4-Q'i 14EYi' D-4' ' 8'�B9i 6''tK' 4'"Yfi 8'-43{i 6 �'8'-B�fi If-7 I� -996' i-IOY� 4'�9(i 14 -Y3Y I'S-3�fi 6'iCY't �e 4�G�'! 4� Cq1Md4 i • i � � � I,.y� 1'-1JS �$ i i i � ' i ' i � � � ' ' � i i � � � i � � i o � � � � � � �� � � � � ( � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � Q g � � � � � � � � � , � � � , � � ` � � � � � ' ' ' , , ' � � � � � � � � � � � � � � � � � � � � � � � � � � � �� ( � � � � � � � ( � � � � . . � � � � � � � � � � � � ( � � � � � � � . � � , � � � � � � � � � , , , � � � � , � � � o A - - - - - - - - - - - - - - - - . _____�'�.,._ '_'_'_'—'_'_'_'_' _'_'_'_' x � i � i i � � i � i i p x p x p x � � � i i II -93i 11' 3i' � � � � � � • I � i _�_�� I ' ;�_ � I � I � I �� 1 � � � ! 1 I 1 I % f % f * O �� i ,1 f 1 1 I 1 II I ' I , ' i I 4 � t i � I I 1 i � . � � � " q I , I n� 4' ir-v� � I � � � � � I � , a � � d a d - I �o n � I � � � � � � � I • . � w�x26 �, b x � �o � ma ' �I �) � � I I �o u I � � 'Nna.� � � rnaxas � Mnaxge ' � � I � ( � ' I ' .a�sT a� raoof , . � , ,� . .�b �� ��6 e : Arch � t ts � � � i WI6x26i i � (T72'-69 ,.1 I I � 1 x I � � � I � ' i � BE7Y�FP.N I.�OOF I i^ I � d7T-7') I I � WI6x76 � � i � d WI6x26 ( � � I � b RML Rb ROOP � '� - �a � _ 'O -0 � rna■ss � x nQ I � I I I � I � I I I ' � � v�ne■�sp p p Nnaxx � � � � � �� �n-a7 .� � I / I I m Paz r�� a�n o ---------- -------- ---- - n . � � WIBx35 i � � � � i � i WI6x?6 � � f 6 WIBx% f TT2'-i 3z?6 i Q i � � / � . + ETA�ILS� i � '�' �'�'_'_'___'_'_' _'� �_ ' ' '� _ �� '� '_' � � ' ' — ' ' % �--1T2 —a- *� 3 � ♦ I � � � i i I � n7?-6� 1 '.e P 6• � x� ' . . ' n77x � • . i�Tl3h 1 I 1 � , � _� �• �8% _r_ �� -------�----�-+ - r-- -- - --------�- - -t�_' '�'_'�'�'�'�' Z 0 37 I 7jj 23'-1 16'' y� m � � � � y; i i� i o Co � 6' � 7 � i � ■ � _ _ _ _ ' +� h � � �BY� n � �Bx � ��l ' sst veA � s ' _ � � I � � s � - � � s _ _ ' 0 � �' ' _ _ �_ 1 _ � � rl �� i �► i x �� WIBx � x a � ��� 7t n I `p WIy�5 6 x3S r ' 33 "d '* ' � � � ,/ e � �� � � � I _—b � '2 WIBx � � � ^ ,� 6-99� w`l� + Q �@I /� '� yy�bx� � 10 It 4 �i 177- 6TOI�E RflEt ' L6x4x LL.N z W � p+� WI6x �( } m � � + � S � � ti 1 � � '� � II tm in ( r � $' 4 � ¢ �ro+ . , nn37 ■ x ( � I � Y : p I p d yt` o o . � � ,�, , i � YVIBx 611 Ez.� YN8 9S � � x � a � � x ANGLt i � � � 17Z-1 � � i � � � � � m � a z � m ,0 6TUJL: � IEF W � ;p WI6x26 �► f177-0 � , I � m b 3 • (172'39 WIBx3S 62 � • �° _� WI6■ Wt6x?b NA� WI8x35 rS WIB NA8x85 8x35 WI8x9S x3S I M1�Bx3S Wig � --�------ - — - -- --- - wi w. < � � � ' '� � �3 � � � ^� nn3i � d o+ " o � 6- -�ex4 �ui�-� - -- - --1 --� + � - - �— --- - ------------- 2301 BLAKE ST STE #100 x � '. � P 0J7-0 I172-'�'1 x x �n � . m + i i 0 i�,' � � ' -------------- --------- - i -- I + y I lo I x ■36 e I ' ( + � y� a I ^ I !Q � I I }� x � � ir I � �� 4 6T I�UEF � I ' � �? O �, •� I � < � � � � � +� ti � � � x �n..�o. � „•�y: �•�.: r�. • i�� � NA6x?6 4 ' +� r. •� � ti +� � � � DENVER COLORADO 80205 ' �` � � 6zTb Wlbxl3 WIBx � i i � yt Y � � � Y 13'-6� � . !� I � h ' ° z"' ' " ' ' ' p ° " � 6-3 ' ' , / ' $' � �+ � ' e +'�' `''o Roo� r,�nwur,o 303 861 8555 F 303 861 3027 [m�s7 I � Mna■�s rnexx 4 anaxeo a■:�s x T'R Nnax rnaxx x x x . .0 e � � — y -- Fae secnars — � -- � - -- � -- ,� - „ ---- � � F--- -- -- ----�-- -�----- n ax � ---�--- - --- -�--- wiaxa5 wi z35 - --- - ---- -- ----- C � ----_-----�----T------ _ m _ m _ � , , � _ � �,x� - � _ �exs.� � F , � �x . �, w+ � ---�-- - - --�---- � E � _ �...�� u� � � " _ �a' ,x� u� _ , - � � � ---f 7----- � - _ — --� - � * � � Aro�z� — s� c 0225 MAIN STREET UNIT C101 u�+ srarie � � sr �..ier rn sraae irr „ + �, ' ' " _ ' " ' � � m � � � �— ' ' : ' � � � ' b ' m x � * 0 '� � EDWARDS, COLORADO 81632 I � I ■ • � � � � � "' � ' + � ( + .r�� � I iQl � � � � � d i Nne.3e � r�s.�a � Mns. � � wis. � ■ Nne.� � i v�ns.aa � `� i e.3s Mnexe ie v�ex � Nnsxas v�a.� � � w�e.� . v�nex� Mnex� v�nsxss � �t�`� �' , �ii + �i, � � � 970 926 8960 F 970 926 8961 �' h I 1 I t tr i � � tr ' 1 � X 1 � 1 I i NA8x35 � G �i }a Xi � �i I ^ ( � � Ya � � 8"� , � i WIBx36 % , ^ � � WI8x3S , � ` I �+� _ + 4 e' _�'�'1__m-OCP'IN_' _ 1_ , �!_\ 9_ '__ _' F x � � � ip � L z x i x x i x x x STAIR MAING �4 X W �D � �� \: � I ( � I�o 17'-D�1'i 6-r 8-a7L 10-�}F � � m m m o MD ING BY F m � '� 4� � � x � Mnax Q � � m � � � u � � � � aD � 0 � � � m � BTAIR rx �; � m � Q � '��j" 4i x� \sv H � -t��u . � �p , � � � t� � Z'39i 16'-39Y � i � a i � � � � WIBz'30 [10 4 � � p+ 'f + � � � � ` C� 6 x W18x33 NA8x35 W18: 33 WIBz30 1 - - 46 [1S WI8z3S [I37 NA8x4 1S1 1. _ . WIBx93 YABx93 M 1M x � � ir � � � e � .0 D � __'— _—'______ '___ '___ '_ _' _� '__ �4 ' ,�8 '—� ' � ��Bx _ ' � M i _ , � � _ _ � � 6TAIR NG � _ � _ !'-�4' _ 7 � _ _ - _ � 6 6 ; _ � _ _ _ � � � � � � _ ' __ ' ____�+ � � I e+ A -p + _ �i� • �� _' _ '___' __ ___ , ' b _______—' N 4 e■ x MD �AI�DI BY �f,� n � p � � � � � � � a I 1 f 1 1 I V 1 t �, I 1 �I � i � � i i �o �o � d IM. a + i b i i � O D O O � r O b + II � II I I � I � WIBz�y MAbx.y,5 WI8xD5 a WI6x [1S1 � • � _ YVI x�S a NAEx�3 IM� �3 � s �4. _ b' r VYIEx� 151c YVI�x33 Wl�x� ^WI6x � '°p O f� ' 1� i i � � WIDxy6 � � I WI6x 9x3S � i 'x � x � i � Q i 4 KSf �bxy� � x �i �i � Q Q �. ' a In b b � � C 21 -4 9'-4• Y � TYP � L4•1 Y� ' m °'�. . 0 1� i ♦ (.� 1 s� 1� ♦ • a�• F666x6xy� z � z x F fJ.E TOR 6 ■ f x = 0 +� z iv '�p � • � � 1' !1t TOR „ . . �O Mll�x 161 m f ax},yS m Wlbx D1 t DIVI R ?p � �4 � m � � iR IMBx , I �D �� _ I I z ii �� i � � z � i 4 I ;y! � � � 'O � � S - - � �EA� � � ti '+i Y � ' s �` 9-r6 AT 6LAB � �f !� I � Q � � x � � p WIBx�S WIB 35 _ WI8z80 WI6x'� Ol - z� �v � 3. - � _ _ _ .. I _ _ - WIBz3 D5 MAExyS WICz'� _ V. MID-0EPTH I _ - � Y • � 1 N11BYiS� � �,!'�_ E - - - - � � ax� - i "a ro' zxzz � ■ 4 � ■ n i o v^t:zz v�na■ae � �" b � � Bx33 � F �5�9'! 2 � � Q s I ' -7 3'!' E' -0 4-0' ZD � 4' r}' g ' - ' '�' f-0' .'po � < Y_71i fi' i� � �0+ I v b wis:�, z-i 6� ■sz wia:�, rns■ sl wrzx�o wiaxn wiax pal Mna■9s rnz■ _ �rnsxss ia e � ' - -- -� -- - ----- - -- - ------------- � I Q � I � ' �; e �p i � � i � b � W18x 'J5 �i � iO '� � � ' � p � � � � r � WIBzl7 WI2x22 WI�x�S l9; • , � \ � �0 '� � x6x14 TYP W18x?�6 WI6x33 x ' ' _ _ _ _ u 1. ' _ � ' � ' ' ' _ _ ' ' ' 6 ' � ` ��, - y� � ' ' e ' To ACN Roof � � ■ � � 6'-G� B-09i 6•-� � � � � � • 'I' � . . � - - I R ���DAf 1 1 I I� Im I •,'p � 1 z� 1 I 1 h f Q � F I I 1 } ELrV TION6WALL we � h g � � ELdVATId�C' _� � ti I , `\ _ `'y ' :p �p I � � tl � REJ WM i i� i RI� m � � 1 Q � i x ; rS � � , � � � ' a ' 1 T . � ' �\t �, � '� T T ' 4 � Wlbxl� ! � x WI6 '�5 � � XNIIIIx� WI6x+b [IOI Wt8x3� W18x33 [70] � A � WI8K3S YY18x9S NABz3y WIBx36 61 � � � � - _ - _ i _� � i i � � WIBx33 x � NA8x3S WIBx I10 NA6x35 n WIBz35 Ox12 R � ' � � b � '7 � 0�— _ —_ ' 1'"4�i � ' _ _�_�_—__� _�_—_ , ' �_� _ ____' � _�_—_ ___—i '__�_�� _�___ � YABx9S � WI8x3S tl O T 4i( '� ,x � $ I 10 � � '—' „ I � r�`T. � I P� . � '__— _'____—__'______ r_- .__—� ___ X WIC '.ly �___._____ � p ' Y h � i � YVIBx35 YYI8x37 � ^� � f�. � F � i � � • M118x36 WI8x36 WIBx96 H �. � ` _ �' � '—_—' � ' 1 —'.�._' � ♦ � x � � � � � '° WI8x60 tl6 � t h � � Typ g � � WI8x37 � � � � I� � O '_'—'_'__—'_'_'_____'__ i i 8 � 'r ' _ NA8 33 ' ' _ ' ' _ , '_'_'_'_' p ___'___' '_'_'—'p _'_' ' ' _'—_ _ — ' '___' ' '—' � � � p 1' WI8x95 p Y ' �'� ' '—' _'_ _'—� ' _—__'—'__—_—_ W � ' — — — — ' — ' — — ' ' ' ' ' — ' — ' ' _ — — ' _ — ' ' y � ♦ x WIBx33 WIBx36 � MABx3S � NABx36 0 4. o e � ,-Tp o o n � e W18x96 ° MA8x3S � x x E3 4 x � aS x 1 �y � � � aa 1: I � + � ' � I. n 4 O , x ' � b � A � � � I ? X I x � x � � . �F i�'x � � x35tl r3 I N WIbx26 � S t r u c t u r a I I t i x i i m � p ■ p � � � o h � `� i h � a o °n W � ° � " t � D7Z39-------- -- I s d � '� u � � � � � � � � T �gxfl4 �, x z x C o n s u I t a n t s Yil8z3� 1 WI8�133 NABx% 1 � t 1 YA6x35 yA$z96 W18x9S 1 W18x3� t N118x3y 0 WI8x3� 1 M1�8x+�6 1 N�8x9s WIBx96 1 WIBx3S x �y�q�,A,s_' � ___ _____ _ ____________ � � ----------- --------- -- - � � � T'� � � � 4 � � � � Q i � ---0—�8% —� -��� � - ---- — � � x� � Q i � �j 0 � ° c�cn�'ara�� � '� ° � _� .� � x 'a �T � �y I m Fn s� I i0 WIBx36 v t� e /'�/'�/'�/'�/'�� y/'� ANGLE io �p VA8x3S � � � I W16xjS n F o T ------ --------- --- - -- - '— - x '�''- � --- - - --- � �_ _ �-Ni 4�" - x - ' , -- -- YVIBx98 - - ' ----- ------------- ----- - - �8x� YABx96 � u F WIBx33 — ---- YVIBx35 - I�+ II Bz� YVI8x35 r�� NABx WI8x9S �r ---'-----' o �x� �e.� , �Bx� xp I n c o r p o r a t e d � - - - - - ' 4 ' — -- ' -- � - - - - � - - - -- --- ------------ - ----' � n �n �. CGrAECTION � � � � � • "� e"� � _ _ _ �� • � " ° ""'�' "" � " '" " r�"��''3 s� � � � �= 3400 E. Bayaud Avenue #300 p,� x R � - -r - - --- -- - - , � �n 5 0 , . u � �.�� � , x x � � m � , rt , � m m � -� � m '_'_' x � ��{ �TI -[ � � � Q m � z � � 1 � 4 0 � b EDC+E e t b 4� =TI._� 4.�. m a � t � ;, w m a � 4 a wiaxss � '" q�.gs �•-e n -io�= + -a• � rna■�s • � Nne■� cR sue � �+nex�s � wia■se Mne.x iD � d � wie■�s ° � wm■�s � � p+ � � ��Y � � � � � �,x,� Denver, Colorado 80209 J _ _ _ �r + W18x35 W18 % � P WI8x119 � � VABx95 YNBx _ i � � � � � p _ � � � � � 1 � �� � _ _ � � � - _ _ � � - � _ z _ _ tr T ;.e 4 a-� ; �, rr- , ir-� �a b � � � wie.� � ' ,�-� � .� (303) 399- 5154, FAX �303) 333- 9501 K Q - - - - - - e+�x--- -----rne+�yr- - - - - m - - - - - - � � - - � � - - ' - � �� � ° - - � - - - d - - w,a.�s or`r��ti -_---_-_---__ T tmail Into crtlenver com _ SCI Job Number: 04- 187 ,. - _—rne'+cr�-- ' K 8t33 ' � '—_W18�136 � WIBz95 � � l� iV i i � � � Q 3 � , iR iR __' ___'___'___'___'_ Z '' _ ' _ � 6 ' _ ' Y _ _ ' ___ � 1 ' ' _____ ' ________.____ , ______ __ m ' �______ _____ 1 ' . � WI8x35 x t x x ' � � � c ' o � ' 1 a. �� _ �_—_— WI8x36 Y WI8x3S WIBx33 WI6z9S � • = ° ° '' v ' S � � ISSUE/REVISION DATE NO. a F ; + x +w & �o , �� I ° R � � h � ; s�ra�e �.� �sx4x�e w+ R I � � o- � � ~ wiax� � � ri 4 �j� y� I x ANGI� 3 61DE5 I � ' WIB 33 YYI8x96 rS WI8x3S = m +' W +► ��� � x � o � r c 6TONE RPLIFt o • x x r0 3 � X f� � � .(�' s �" � x I A x a � ` � Mnax� � Nna■� m � o � ar ea.conrr ���°y� , � m , � � � � � WIB Y' Y ✓�a � �B � �8 • � 1 � unaxu � . -`. • � � L � _ ..��--��aa..rr��� _ � � _ x _ ' � _ � � _ � � � � ������.�� �� � � I � _ . 3-4 18-7 I -0r � _�� _ 6-3 _ p WIBx +„�S WIBxyS • x x m _ - m _ _ Lr _ ■ ` q § -------------- - - - - - --- -- - - _ � � - - � - w� --- �— F --------- � --- —, --- — sa • ao- '-�� -aK a� �_�o • 6 Q--- --- ------------- ----- Z z-e�, „ , � � I � ^ B y c. � 4• � i -� � � - ' Nnax9s �° wie.as � 6 � 4 CD PERMIT SET 010CT07 � �o �° �1 � n M 'v �.�q� VA ION6 '� : �' x x x x � � '� M � _ �_ _ � � rnex nnaxa� � =a� � �+n .n9 � vne.ss nne.x � - - � - ' -e� . - - - - _ _N X _ , m m - � - - � - - _ - - v-nax9s _ _ � STRUCTURAL CDS 01NOV07 • WIBx3S W18x9 SIAI o YtiT � z � � 1� (� (�n � � �8X '.7.7 � � � T � lV � % .Y,' c +M W c v 8 • WI8 WIBx35 WIB WI8 NA9x33 8x93 N 8 WIBz33 WI8 WI8 WI6 3� x3S � _ .. . _ • o � Y � � ■ ax�s � x �+ Mna■n �+ � ■ rne:x �,+ �. � ►* 6 � � "' o ,'� a eoc,E . + + + + � • _ � x ''�3 ''� 0 2 "�S � x � • i S x Nna.� , � �� p �, � F q � YVIBx+yy . 6 EDGE � x �! il! � • • H654x4xy� ___ __ _____—_—_—_—_ � . '��o '� � t < ,� � � r � �^ � v�naxbe ° x � ux�x+x ■ Q � * x � � 'v " ' � e � e- ` a-0: �lJi -�Ji 4-0- 'awo3L' � � � � � o �+ x A sraR�i_nwinie 'si � ro �ex� � � 'O I � N � I � - _ _ _ _ _ - TOV RESPONSE 12DEC07 _ ,,,, � -- ------------ ---- ---- -- -- ---- - -- - ` --� ----- - -- - ex 8x36 __ 8x35 ' —_—_ _—_—_—_—_—_—_ _—_—_—_—_— 8x97 • �� � � �;�� � w�e.� b N TOV RESPONSE 11 FEB08 Q - - - - - - �i� " " r . � � � - - - - - - �n_� � � _'"�°_ 6TAIR 6lPPLIFR -0y; :e � 4ss z • e'-I , ' a-2if, a-nN; e-r c o,rac�.e N i� r N . r , �� p-n • ° � � Q _' ________ 6NT�AB2 SlF'PLIERY - _—' _—_ WI8x3S � F IMaxy3 `� � s � 6 6 — '— Y-C 6 o q�'�,e h iP � � �_ � �____ w 6 YYI6z2 I � N W12x19 � � G tSi � b - ' nn.3 �nz,iq x wiax nn-ah ---- � -- -- - , CCD #24 23APR08 Q ___ _'_'_______________' ___r_____r_ __� __ _________�_____ —r—_,�'_'.�..___' r � WI6•?b � � e � � � _ _____ _'�_________� ' __'_'_�_'_'�.._' '_'__________ 19'-03i 1q'-Uj 6' � �� WI •?b ;p 17T-1 , b77�3� 14-1' 19'-1?� 6' Q �x4x� � - � YN8x36 • � �� 6L.AB p � WI6x26 WI6x26 OTT37 0 (1723y p7Z3') YVIbx26 d 37 ST� �� _� p p - - - - - - - - ri3 - - - �.� �6x�- - ,n-�� - - - - - - - - - - ^ � x� - n - - - - - Y - - - - — p - -------- ---- - -------- -- -- CCD #32 18JUN08 Q lnz-59 1m3� h mac n � 0 37 a N � --------- ----- ---- -- - �o in-to� '0 � io � I �n'p' h � v�e■se � `�%6% �' �"� CCD #33 19JUN08 Q 1 t I � � t � � � 1�77� t � � t t t � � � � � � � L6z6z �y STOPE YVI6x?b t � RE1.�R M7Gt� t � � � � C • z6x+� 6TOf� L6xbx� 6TQ�L , RE11Et ANGL6 tl77-09 q �� � C�OI.L�MPI � '*. J � � ANGLE q RFLIEI �4NGi� I I POR GGOA�liRY rCR GGOAlTRY � ro - - � CONSTRUCTION DOCUMENTS 08AUG08 ■ � � � � � � � � � � � � � � � � � � ' ' ' � ' ' ' ' ' ' ' ' TOV UPDATE SET 10SEP08 a - - - - - - - - - - - - - --�--- - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - O ■ � �' R°°f � � a�nrc p.nNS , � �� � S� $ � � � � � � � � � � I � i i � � � i � � � � � � e � t � i i � � . a Qa - - - - - - - - - - - - - - ---.-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I � 0 . . . . . F ¢ p REG/ST '° � � � i � � � � i i � � i i i � t � � i � � r � e � � i ° s pQP�POY g R � e - - - - - - - - - - - - - - -�-- - - - - - - - - - - - - - - - --�-- - - - - - - - - - - - - - o;.�Q q �::O I , : 0 0 '� � � � � � � t i � � � � � � t � � i � � � � � � � � � � � • � � ■ F � ;�� . 1. � , A��°• •• �\ I � �FSSIONP�-`�� d l� la -a � T _ ' _ ' � � � _ ' � ' � � - � _ � ' ' � ' _ � � _ � - � ' ' � ' ' � - - ' � ' � � � � ' � � � - � -�' � ' - � ' ' � ' - �_ ' � _ _ � _ ' � � ' ' T . I � � � � � � � � � i � � � � � � � � � � i � � � � � i � � � � , � I a o- � � � � � � � � i � � � _�- � � � � � � � � � � � � � � � � � � U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U s� � S"v � b � b Q ' i r � � � i � � � i � i � � � i � � � � � � i � i � i � � �o '�' V - ' ' _ ' ' _ - - ' ' - - _ - _ ' ' - - ' ' ^ - ' ' ' ' _ ' - - - ' _ - ' ' ' _ _ - ' ' _ V � � � � � � � � � � E � I � � � � � � � � � � � � � � � � � � � � „ � � � � i � � � � i I � i i e � i � � i � i i � � � � � � � . J . w � - - - - - - - - - - - - - - ---�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� w w .. � � � � , , , � � � � � � � � � � � � � � � � � � � � , � � � > � I..L � , � � � , x - - - - - - - - - - - - - ----�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x �y � �..�..� � � � � � � � � � � � � � � � � t � � � E � � � � � � � � LL z ' I � � � � � � � o � � � � � � � � � � � . � � � � � � � r � � � � i � i � i O � I � O � : � p � . , . . . . , . , . � , , , . , . . . . , , . , . , , , Q �--- Y _ _ _ _ _ _ _ _ _ _ _ _ _ _�_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ Y Q Q � oc � J w0 w . , , , , , , , , , , I , , , , , , , , , , , , , , , , , , � J � � � � Q � : � �- ♦ �/�' � � � � � � � i � � I i t � � i � � i � t � � e � i � � � � � V ii r � � Z � � Z - - - - - - - - - - - - - ---r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o � � /� ° '° � � I � � � � � � � � � � � � � � � � � � � ° � � � VJ o � � � , � � � � � , � � � � � � � � � .� ■ r � � d. � � , , , , , , , , , , , , , . , , . � , , . , , , , , . , , � Q � . J I O , . , , , , , , , � � , , � , � � , . , , , , , , . , � � GRID TO GRID S''7 10'"3' T-IU4 1B4 11'"7'�i 6C 63 10''4' 21'-43"i 14-U(i ZT3Ii' 8'-10�/d iB''3�(i 21'-� 23'�lt 18'iU6' S3�(i 13'-7Tli I3'-616 5'-6� 21 '10' 14i' 19''I��li 23''1G 16'-6�li I4-0�F 18"'�' T'4 4'-0�5 GRID TO GRID � ^ _ _ _ _. e yT ^ � i U/ERALL 427�'t a�� ` � � 5 � z s 4 e e s e 9 0 � a a K e b v e a �o a sz za x 1e � � �e . � � , � � � • -� �. n F i k t F � n � � o M I P � i � k, f 9 °' 1 _ '" ..��-- � _ ` _ � � f6 � Qp M � h W � S � O � LEVEL 7 PLAN m � � � N N �, LEVEL 7 PLAN yb-=� �-o- � � ' NOTES� 0 1 SEE ENLARGED PLAN SI-IEETS 52.38 THRU 52 41 FOR APPLICABLE PLAN NOTES. PLOTfED MAR 0 � d� + 0 ,; CHK'D BY JRB � w Q COPYRIGHT 0 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 0 a. � 2 3 4 SHEETNUMBER O � J Q � LL � o _ 1 5 ■ � D . P .A. PROJECT # 06232 . 00 � � SCI PROJECT # 04- 187 0 ; � a � � � : a 4 � e � a o o ■ a o � � �e a e a �o a s� � x sa �e s� �e o� ,�-� �� GRID TO QZID 6'-2' 10'-9' Ti ' 18'-4 tt-7lfi 6-C S-7' IC-I 21 '4� M-UC ZT-S� O'"103fi 1C''��i' 24 '� 27i1Y'i b'iVfi 6''•Ji' 1Y'73fi 1Y-6K 8-64 2'-10' 14-1 19'"I�( 23'-1C 163�j IY-dS IS"S�4 T-1' 4'O�S' GRID TO GRD 0 � Q 0 ^ 1 1 1 1 1 1 t 1 1 1 t 1 1 1 1 F f F 1 1 1 I t t 1 1 1 � � `� ��'-�' no� Q 7-6' -6' -6' 3'-O' 3'-0' 7�6' 7-6' -6' -6' -6' -S' 34 3'-C -6' -6' T-6' p . A - - - - - - - - - - - - ' ' � � � ` - - - Q - - - - - - - - , - - ' ' - - - ♦ . . l LL , , � � , , n � p , , , , , , " " � , � ' - - - - � - � N i —t- , - , - I— F-t- , ,I � �� , , , , , , , , , � ' z � . � � � 6 ' S � 6 W I6 T 5 'S � IS 5 T E ISN� I I�5 ; � � A �� � � � � C - 6 6 5 6 6 � � „ J p � ��� � � 6 I ' 6C ' � I � � � T � �_ _ _I I I � 6C 7• 9 p 5 6 i 8-� 6 S � 6 � W �6 � � �S W �6 �6 6 M� b. ~ � � � j� AE 6 F � � � � T S 5 5 6 T CE � I � 1 b . T , � � h � � � � � p r-s -a�i � , , � �s � � �D � ¢ I I I ' ' b Q I -0' 9' M1 I 1 . 9. . +•� 7�6 i i � I i i � 4'd'� 'P f-0, � � 2 � }� 1 7-C � fi � S � � � _ _ 5 5 6 5 5 � 5 S 5 6 _ y -S _r S � � T • i i ? 3' i T � ¢ 1 �_ �_ 1 I C� � � iT � 'I� • �6• M1 A� � � � � . s� h � i 6 �y� � �6 T 6 6 � 5 6 BC ti � S / � � � ° p i � �p ' ' � � � z�s'-�=s- "-s=Y i-t - � s 5 y BG 6 -6'7-6' 3'-O' ■ I �, � t I 'P -6' -6' 2-9' � � S Y' I I I I '� _ T � � - 1 ?4 i i Y f 7C' p 3'-7 � i r JJ��L�� i � T q i i i I i � � �in S 6 6 6 9C W � 6 s , /. �, .� .. � _ _ ' 0 � � �ce �s �s ec (s �s �s s eo , p � 'P I u p J _ � I Y � �' -F--t- �2 � �• '• / . ► s . a.r. I6 I6 S I tr tr q U 6 6 6 S W X CE IT�6 �S i6 rrT�CE 6 fi g S U -� - A ~ � �s T-4' � � 6 5 5 / Z z , / ' / '� � S � ' ' ' � r � � � , � ' � � ��* p 3 �b ` I - - -- - - � - - - - - - - - -��" � s { � `�t'p "' S 9 � � '�� s � � s� 2301 BLAKE ST STE #100 5 S 5 5 5 i io i8C S S 5 �S iB0 ? ? .E 0b 6 � � i i i � DD � 1 i i i i i i Bp 7.�- Z , �? 8?�� 7i b .li i i .Tj S . b V• ti , -5' 'J-� ' �2 .t A' ■ _ � Ll ff-'J ? .s� @ � i Y " e' C �o t * , � �.o�'• 'D' ' T � 0 T . �T �T p --- ---- � I I I I I '�-t- I I I I � - - - - - � r � � � / , � • , s %� �. DENVER, COLORADO 80205 I � � � I � 7 AY 6 6 6 5 !q i � i i � CE T 6 5 S S T CE � � � i i 1( _ B� ,..�iL T T A ' J� � ` 9' ' -6' -b' 7i' -6' T 7n � � T I � � C .� _ � � � ��--i--�--i- � � � � •C � -6 3' 4 -6' -6' -6 6 -715 p � p � 3' � I -6 � � � BC t 3 X W W � ' / x � ` s . � � � i � � i p -6 -6' -6' �' 2 73 � BC T i rt � n T i i 5 S � s � T i � i i i i i � i � � tr� • :b s i ' • �S , ` 1 i � , 5 6 6 6 5 s N / s , . S � 303 861 8555 F 303 861 3027 N � � i i i i i � i � i � 7'2�Yi Y-'.l�', T � BC C 1 � � 4 � ' � ' '_ � -z -° - ���' n' v - - ��r T �--� —�- �--�—�-- -p ' ---- — T ' `�`'`i'` - - p -- , j Q -° - .X - - - - C 0225 MAIN STREET UNIT C101 � pp � � i � p 6C S 5 6 6 T T � � � � � _'� Y� T _ _ T ■ F � i i i i i i i i � i i T-T- 1 � � � � T 5 5 ' S � N T `o � � eW 2-1Yi - _�_i� �_i_ i � i � � . d. � � � � � �Q I I I I I �6 �6 5 5 5 BC 5 5 6 5 i5 �5 �5� !-tOy� 5 S 5 � 5 6 T qy 5 5 5 5 T 7 6 5 5 5 B �CC �T �5 �5 �T �CE 5 5 5 5 T T '� � � � � � � � � b` '• s EDWARDS COLORADO 81632 � I � 6 I , 5 C 5 5 5 T 5 � 5 S B S S S I I I I X W yy C � ' � �tip � s . t I I I I I � � 5 , , , 6 , 3' -6' - , -6 S }- �_�_ r Q T � L ,'`I T , , . , , . � r-t fi1—I-'t , , _ _ � Y , , , , , , �'-F-i- , , . , , S i � � � � � ,l � i A i i i i i i i � Y � i ' ' � i � � i i i i � 6C `Y @ , f A x 970 926 8960 F 970 926 8961 I I � I Y� �- 1 � -6' iZ-6 , �-�f �� -� � I I I I -}- + r T _ 6 _ i ' � 6 W BCBC T ' / s �� �'`� S I i i � tv 'Q '4 � `P � i i � i � � i 'P i i i � � i � � t y, � � � �� _ ry,� r ���_ i _ i �I � ( � � I � Q I I � � '� T Q � -�- � � � � � � . � ' °' � T W 5 6 6 'P h � � T N i i � � 7n 1 I T � i i py � y� ' � IBC �6 BG S 5 8D T � 6 BC T � 7 I I I �--�~- r--r-r- L _1_ l_L,_ L_ _�_ i � iv T � � � T 6 h ' `, / � � T S SC 6 6 7 5 I6 IS IS IS 6 BG � � � {7 � T-0 -6 -6 -6'' !' 9d '-0' 7-6 T T T W T } -{- -{ / d �� -6' � � � � 't-t T 6 W T T CZ CZ T 6� � I I I I J I � 1 � I � I I I I I \ _ � � Q in _ in 5 6 S T CG �, T T W T _ 6 W gG BC 6 S �BC � � � i � � � �b S\ / Q � v � � v t6 iW is �6 �6 � Y � �IW BG BG -0' 7-6 7��7�'�3-0r r�. _3' �.�' 'P I I i i i i � i' 'i fi �I I I I 6 yy! � �(�� S I _\,,���1( � A� D ' ' � � � � � �i�LN � � � 1 1 I 1 1 T �F—� �-�a� ��_� F---F- I 1 � 1 � _ _ I I I I � I I �'1 1 1 1 1 1 __ 1 _ L 1 i I _ i � �� s\ S S .R � ' , 1 1 J �I 1 1 1 1 _ _ � 1 I � m. � D � � ' � ti � � 1 I -6' 7 2� -6 7-b''3' p I � � -'J 7 � S IBC IS I6n 6 S Ci' S X 6 BC gC 6 �6 �5 �S 'W �T T 6 �6 �BC �T 'BD � 6 6 W 6 S ,�-� � 5 5 S� � � � T T 5 6 T v , 6 W �� BG 5 5 � BC X W W� - , � • `u+. � �, _ -! - _ ' i� 5 W S 6 6 X BC 5 W W 5 .o S �BC �5 �6 7 S • T � �, � ' � � Y � '4 � r - -�" T '� -6' r 6'� -6 �3-D£� -6'� -6 � -6� 3'-6' s _ 5 _ 5 T S T � ° � , ,z� . � i� , _ , , �_�_� " � T , 6 , W , T , T , �— � —I -�E --E- . . , , , I I I I � � i �°I ;e , , , , , , , , , , , , d � b � � i y_� Y CE T b` �6� � T T 5 W 5 T � ' � � � � �PS I ',° '� 'T 'T ' S ,T 'T ' S W BC 5 S X '11 '3 BC 6 �6 �6 i5 �BD �T T '6 '6 'BC �T � 5 - e __ T-p� � • � g � •p g '3 a � � � � � � � � �g �W ,W ,$ , �5 - 5 6 ; � � , , , , , ' _—_ ' , , , , , � �—+-�� —f -+ I I , ,. � f. _ _ � � � � _ TJ_.�JW isJ6 6 x T i i i � i - � i iI _ _�� _ T I I I I I � � _ � _ 7 - X T �5 i6 �6 i6 iT •� 6.b b_ v •-6• -a• •z-d• -e ' ' - ' � � I ' ^ � � � I I� J.e�J�..l----- �L.--l. �a �a z-a s-a -e � I � f. � � � � � ^ � � �w �w � � r -- - --�--- - - - E ' a � � � _ � � � BC S 6 5 �W �S 6 BC M S I �Nn '3''i Y-dfi 7 '8 n i8C i6 i5 �T,� N T � T �& '6 'gC iT _ -- t W W � �T �6 �6 �T � � 7-0' 3,-0, __ ' ,T 'T 1 IS ,T T ' � IS IW I IBC I I I I XI WI WI I � T ... 6 5 6 �h. . d V 'Q 'P i6 is �qC �S �X � Q l � � i i _ • ` • ' • 4'-0' 7-8 2-6 ' �' 3'-6 3' 7-6 7i' 3'-0' 73 T-6 4 3'-0' -6' � T�6 � � � b• � � � � � � � � '� - - -- —' — 2 2i' 3'C ' - ���,c.v�`�{3-'�-0'{I 6+.0 � • 8-C 7i�P in I I T ''y 1'` ' 4' -0' 3'd 3'-C -0r 3'4' ' � Y V f � �6 -6� __ , _� �. � /1` � Q T-4 'j. � � Q 6G 1 1 —_—_— _—_—_ _ 1 _�_ f 1 1 'j'�� 't'� 1 'r�� 2'$ 1 1 4 Z� � a ZT L lLi.. � ���T T tr _ i _ i 7-9' -9' -6 -0' -6 -3'2-9' 9'C �' -6' 2-6' -6' 3'-O' 9'-0' 2-6' Y�• Q 1 4�' �' 4 -6 S�' � 6D k. � 1 �, 1 � � i s w x 5 9 �ac�ec � T x w 6 YY 5 T T 5 W 6 6 Bp �U �BC� �BC'AY �U BD }_ 3'-O' ?-6' -6' -6' �' -6' 3'-T 8'-7 -3' W W �'S"-E— � -T'�G z� Y-0'� � � � 'b � 0 � _ � _ � � 6 7-0' S-0' � 2-6' -6' -6' 3'-Cf b t BD Y� � rA CK W iT� 6D 6 � � �. 7-6 � ' � i � i � T 6 6 5 T 6 BG 5 U gp T S 6 6 T X X W p _ _ b ¢-1 � h 'P 'Q i � i i i �p -6 � A i i i i i S� C 3'-0' L�_I_ �lJ__ D BG 6 gG S 6 S 6 T � � � _ _ � • � � �s �W s b �' I �^ I � � �L _ y� p I I Y �- -a e -s � -a p � � � � � � � r ' 1� tr. - g_� s T IX IW IS �W IS IT . IT IX IW I6 S' � T IS -IBGI j�BLfAY IS T �C 6 6 7 6 T p!. I_I'_ _Ll�_ T '___� � „ i i �� i i � � � i i i � �� BO . iD in i i i f, h � � � i � � . � �( p p AY 7n p 6 6 S S T 6 6 � t � � � � ,p• {• �• {• {• � n � a � i � � � I � p 1 Y 6 Y 9p 6 i i i i � 1 { d, n � � � � S � �AY 6 S BC S 6 g 6 S X W W W W g Q ;! y � � � _ � _ i i � � � � � � i i i i i �� 'P � _ _ _ 1 _ i i i � � I � � i i � I - x X� igC �5 iW i � X , '6 T X W 6 W 6 T . T X W 6 T IS IS IS IB I [C �g i IpC � i _ I I I 6 v I I I I I � � i i i i b. GC S 6 PS tr� � � t � - � pIC iDG i5 gC S B 8 6 T � � i i i i � � 6 I '{�G7-6' Ti' Y AO 8�'_ 40�B AO •(8') 7 8 6 6 iX �W �W i8 �6 i6 4' -3 iBC �6 �6 �6 �6 ��I'- � ?' 2-1A'i fi � .� p T C T 6 6 AY 6 6 BC 6 W � � � ' ' ' W . 7�' 7-d' -6' -6' ( I I I ',° b T � }� ' .. 1 iV T � I I I � ( �I 'P T Y r T � � � i � �'�� 'Q� i � 1 'Y Y4 4-4 I � I I I T I I I I I I I 7 r'� z'a� S-1� �6 � � � . � T �� i � I i i i i i i i i F � ���� �I � i 1 i � � � '�, in s$ � � i i 1 � i i i � � i 1 �T 3�' � � S 5 5 T-1O' 3-6' -6' -3' [�y ��. � 7q �AT ' � � � � � I U � 5 �5 �S �S �T � 5 5 3 S T 5 5 / q BC 5 W 5 �" 7� yy � � y� U C � U r Y I li s s 's 's '6 's 5 5 w 8 T s s r � p p � � � � � � v � • e� 6 1 M � A BC X 5 5 5 p � � � � t i � i � M 1 1 $ W $ W 5 T X W S ti � .�a � z�� T � i i i T � � � _ 5 -b � _ � �' i i i 4�' � BC m __ 'C' __ � 7� -0r -6 ' 3''T 2�'2-B y, W S S S ,' I u Y p � C �� iT i5 �W �5 iT T 6 6 5 6 BC � � � � � � �, S W 6 6 W W G (6 fU i4 /� /y x y'� 6 6 W g 6 X � 6 6 W W 6 T T 6 6 6 6 � li T T i � i i i - S-8 Y O i i 'N i �6 �5 �6 �6 5 5 i5 �W �6 �5 � T 6 W 6 6 6 T T T X W 6 6 X 6 6 6 X X 6 6 W � i i � � T T F X W W 6 5 5 I � T � C � `� I I I T � � i I .o I M _ -6'7-6' �' -6' � � _ � � � p onsu an � 5 6 B � � I � � � I I ( I 61 I -�2-- T T p T I I I ' � T d �o I I I I I I Y� � � � � io 7-6' ip � /� � In r r I � .d 6 d - � 1 y y • � 1 1 1 O 1 1 I 1 1 I 1 ( � ( , � '_ ' i i � _ i � � � � � � � D i i i i i i I 7 3'-0' 7-6 -6 ?-d M -6 -6' i -e• -d' 3'-T e Y 1 � i � i i i i � 6 � W a 6 V O O Y e d 4 I �I � �'�i T N � 6 S _L 5 I I Y - 1 T 5 W 5 S X - T X W W BG I (J� z � BC �5 6 5 T B C 6 W W i � � 2 Z p 5 i5 i5 5 i5 - _ � 'e'S � S X 6 5 6 X 6 6 W X � � � � � Q ' � � 24 � 2-4 I I I I I I i I I I I K ' I I I I I I 1 � I I I -6 � I � � � m � � � i � � S � � � i i i � � i 6 3 -6 � m 1 i . ��.�..�' - � ��. ' ' ' ' � ' ' ' � S 5 W W b_ X W W 6 �S �6 �CK �S �S �W �W �6 T t i i y-�. 1 6 W 6 W i 5 6 W W SS iT iU 3400 E. Bayaud Avenue #JQ� s � ' ° � � '° Genver, Golorado aU2U� � � ' � ' r a _ � � i � i i � � � � K _ _ _ _ h • ,� , _ � _ _ _ �-�' '' ',T " ,6 ,6 ,6 , 'T .�, �,a,` - , , —�—}—�- - - � - - � (303) 399- 5154 FAX (3�3) 333- 9501 � � , , � � � � : � � � � "� w w � � � � � � p ¢ � � � � � � � r � � � � � � �—�� � � � � � � . ec �w w " � � �- �-�--°-° � � � � ' - - � - �.� _ .� ��- - - - ' - - - - - - ' - � ��"' ' - - - � - - : Emad Info�sci—denver com � � � � � � I � � I ' I I I I I p I I I I I I � � s 's s s s ' s " ' x 's 's �w " r ' �,�. � Z� z-�' �• �_ " r-a . � I I ' I I I T ' ' ' ' b � � , Q �• r s . a ' K SCI Job Number: 04- 187 _ � A 2-0' 7-6 9'-I' -6 2-6' 3' W W - � I i i i i i i i, a i i � �s i i � _ � � _ Y i i � � � h C T 6 6 6 5 � I I I � i i � � � 1 � � Z� � � Y ��� � � � " - T � � � � � � � � v ' ' ' ' ' � p � - I I I I I I X I I I I �I � ' I I I I I I I p � �' ' ' Ip � � �r � o ISSUE/REVISION DATE NO. Y � I I � T 6 W 6 6 X T X 6 W 6 BC � � � � � � • 7-6 -6 -6'7-6 -6' Y-T T 5 6 W 6 T I � � � � 4�' -6' -6' 2-6' 7-6' - N �',� I � � '— _ � � T-6 � 3-0' T-6 -6 7-6 -b 914 Y Y Y BG Y Y Y 5 6 Z 'P �' Y-3' 2-6' 2 � � 3'C � 9'-6' -6' -d' �' -G' 3'-6' -6 7-9' � � � � � � � X I I � I I I 5 5 6 6 S W W � 6 5 5 B 5 L, � � � � � ' _ ' _ BD T e - � - _� ��� � _ � _�� E � � � _ � � � _ p - � � 5 6 W X T iT i5 i6 i 6 T � 6 X i i i i i q cqw' v � ��t '`6• � � � � � � � �' � � � � � � � T 4 � � � 19JUN08 , , , , �, CCD #33 :R BU in Y�7 � � [qJY) 2 914h � T N � � i i � i i � N T � �' ; i i i p � � ' ►� � � � � 1 6 S Q i � r 7-6' 2-6 3'"B' � 3'C � � i i � i L , n -e � , � �-a• 2-a z-s z-b -s ■ w I t .i � � � � Y X -6• -s• � a '16' � n 'v p r� „ 2.� , s s s s u s w w s s w s p , S 5 W X T 6 5 S 6 5 � � � i 6 u M ' � _ � � 2 � Y � Y � _ n �T i5 W 5 �5 �X � T X W W 6 8C i ■ .p -T _�C ___' Q V 2�' '__ 2-6. I � � i i � i � i 4 , _, !� LLl - � 1 � 5 5 � �yf�D�-03'i� �, � i � � F i � � i � � � CR � 6 S CK � � iT W W W W i� i6 - � ' � - _ � � • �o ' I I I I � � � � � _ _ 5 5 5 5 �� W _ _ �,,� CONSTRUCTION DOCUMENTS 08AUG08 � i i i i T - A Y I I I I ' � _ 5 6 S �. . � QI 'P � � o S 6 6 5 5 T T � N � � _ � � ' � 1 ' - � � ` � � �Y _ Y CE 2 � N � � S � � � 6 5 T� � � i i _ 1 t � I t 6 �_i y � � I I I I T X W 8 6 D C Q z '�—' -� z-e - - - - - - - � � r s " T - - I - x T i6 �e �s �s �s �s ' , s s s s , , ' tl CCD #41 18AUG08 � 4-0' � - T 4'04 S-O' I M 7 7�n T , � � i X � � � _ 7 i i i � 3C 4i � � ' N � y, zs,. _�. q.o. N T � ' I .�,� � ',._,� T � i i 5 6 5 TOV UPDATE SET 10SEP08 b ABi �T �TY �7 �7 'P , � � � i 1 1 1 1 t � � � m � ; , I I I I I I I I II I Z� 'T 'T I I I I a 3'-0' 3-0' � t 1 !�-0' � 3'-O' � � � r �s �6 �s �s f � � I p - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - � - - - - - - - - - - - - - � � -s -c• z� z�a --r--- � � � �I p i � a-AY, z-s r-s• r-6•` �r-0' � 6-d• r � I 1 1 1 � 1 1 t 1 t � ! 1 1 1 t t 1 1 1 1 � t I 1 1 1 y�..,b' � Q 1 1 i b b � � ■ I � 1 1 � t 1 1 1 1 � 1 1 1 1 1 � 1 1 1 I t 1 , 1 1 1 1 1 1 1 1 Q .. ' - ' ' ' ' ' _ _ ' _ _ ' ' ' , ' ' _ _ ' _ _ _ _ - ' ' ' ' - - -�' ' _ _ - - - ' ' ' ' ' ' ' ' ' Q � � ��' � i � r � i � � � � I � i � � � � i � � � � � i i � i i i � }� � IQ _ � .. � � � ' � � .. � � � � �.��,.' � � - � � � � .. - � � � - - - - , � � � ' � � ' � � � � .. � � � ' Q I ' a� p REGIS F . . . . . , T ° � � � � � � � � � � � � � � � � � � � � � � � � � � � � " pQP�p,pY Bq �'9�0 Q - - - - - - - - - - - - - - ---r-- - - - - - - - - - - - - - - - --�--- - - - - - - - - - - - - - - - s p ;Q� �%i'�.: � � � � � � � � � , I � • �, 9 . h � i � � � � � � � � � � r � � � � � � Uip � - . I F •. 10 ;_� . I , . � T - - - - - � � � _ _ ' _ ' ' _ ' ' � � � , �' � C? � . � � . 9 • . . . . .. - - - - - --T-- - - - - - - - - - ' - - ' ' - - ' - ' - ' - - ' - - - - - - - - - - - - - - - FSSfONF�'F' �3 <j`l o —a �{ � � i � � � � � T . I ■ , � � � � � � i i � � � � � � � � � � � � � � i � � � � � � � �, � I � 5� � � � � � � t � t � - � � ��' � , � , _ � , � � ' � � � ' � � , , � � ' � , _ , _ � ' � � , � � ' � _ ' � � � � � � � � V � � � � � � � � � � � � � � � � u s� b � � , va 1 1 1 1 i 1 � i � .. , � � k ���.� � i � ' � � ' � � ' �. � � ' � � ' , - � ' _ ' _ ' 1 1 ! 1 1 1 t i b � � � � � ^ � � � � � ■ � � � � .. �. .. � � � � � � � � � � v � 1 1 1 1 1 1 t 1 ! k I i 1 1 1 1 / � 1 ! t � 1 1 � 1 1 t 1 N � � I N , , , , , , . , . , � , , , , , � , , , , , , , , , , , U . �. w � - - - - - ' - , ' - - , - , , � , � , � � f � � i '�� � k � , � � , � � i � � � � � � � � ' � � � � � � � � � � . � � � � � W � � � � � � � , � , w .. , , ' , , LL x � - - - - - - - - - - - , � > � � - - - ---�-- - - - - - - - - - - - - - - - - - - - - - - - - - - � W - - - - - - - x � � 1 1 � 1 1 1 1 1 k 1 ; 1 1 � 1 1 1 f 1 1 1 t 1 1 1 1 1 � � � . � � � � � , , , , . , , . � , . , , , , , , , , , , . , � . . , , , � � � O � I � — � � � � o � . oQ � � � � � � � ' � ' _ _ � _�_ _ � _ � _ _ � _ _ ' _ _ _ ' _ _ � ' _ _ � _ � _ � _ � � � � � , � � Y _ _ _ _ _ _ _ _ _ _ _ _ ; _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y Q Q � � _I W o w � , , , . , , , , , . � , , . , , , , , . . , . , , , . , . � � � ¢ ; � C� o o � ~ U � . , , , , , � ' - - � - - � � , , , . , , , , , � , , , , , , , , � . (� Z - - - - - - - - - - --r-- - = Q � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o � � I , , , , , , , � . , , , , , � , , , � � w — 0 . . � . , , , , , � Q cn � ' � � - � � � � . , , , � , , , , , . , , , , , , , , , , , � , , E , , , � Q W � I -� 0 . . , . , . , , . . . . , t , . , � . , , . , . , , , , �, GRID TO GRD S''? 10'-3' T'1U(i 1B4 tt'7�6' 6'-0^ S3' 10-4' 9 -4� 14-U6 2T�i 8'-103fi 18'-315 21'-4Yl 29'-IUF 18'i1�6' 6'3�6 13'"Y3{i 13-Ni B-6?(i 41 'f0' 14i' 19'-ITY 23''1C 16�5 I4'Q�j 15'''1�' T'4' 4'-4� GRID TO GRID _7�� ONERALL 4�_� �� »...-._ _ - _ - _ � . _ • � d � E � 4 6 6 7 a 9 ID � Q R1 M d �6 D � li 9D � '!� 'J3 94 Zd !6 A � a � � . r - - -� � � �- � _ ; � � g 1 �J 1 ( i S � J � � t � 4 � � �i . . m , a � c� _ �.�. ....�__.� _ _ s - � � " � f6 � � Q � O) � O� � S � •�- � � '�O � LEVEL 7 r^ PENETRATION PLAN N -( � �r LEVEL 7 PENETRATION PLAN yb-=, �-o- � � NOTES� � 1 . RE� S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. o ` 2. 'A' INDIGATES PENETRATION TYPE. RE� S1.09 FOR SCNEDULE. PLOTTED MAR w N � CHK'D BY JRB ¢ 0 � COPYRIGHT � 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS > O2 3 4 SHEETNUMBER > LL � � � � 5 ' � � SCI PROJEC#T # 0604 187 � 0 � � 1 2 3 4 5 6 7 8 9 10 OVERALL GRID TO GRID 5'-2' 10'- 3' 7'-11Ya 18'-9' ii '-73/a 6'-O' 5'-5' 10'- 4' 21 '- 43/a 19'-1Ya 27'-5Ya � p �. COLUMNS 6- 13'-7Ya 1 '-3 4 7'-11Ya 4'-53/a 3'-4%s 6Ya 8'-10' 3- 4'-43/a 6'-OYa 5'-q5/a 5'-5' 7'-OYa 3'-2' '-3% ' 8'-3�/a 4'-8' 6'-1 ' 8'-85/8 2'-O�/ ' 8'-35/a '-35/ ' 16'-5Ys � � • � N 3 � - • � Arch � t ts c9 z 1 '-35/a 1 '-2yz' 2 /s 1 /a � � J � i i i � i i � i i � i i i Q � � I i I i � I 3 I � i I i I� I i ( I ( i I I � ( W � U i i i i � il i i i � i i i i , O � l� I I S6.01 I S 1 I � I I I I I I I ( I i i � i il i i i � i � i i � i f A ; r 2301 BLAKE ST , STE #100 W18 x 35 i S6.01 i , i i i i i i � � DENVER, COLORADO 80205 � � � � � � i i I i � 303 861 . 8555 F 303 861 3027 n I I � � `� i I i � I I I I I � � � � �8 � � -q��8 I � I � � � 0225 MAIN STREET UNIT C101 i � � � W16 X 26 'c:i � � W18 x 35 � � � 172'-� � Z Z EDWARDS COLORADO 81632 � cp I Q �� 72._5.� _ � � S6 04 I /O 6 �i I I I I - 970 926 8960 F 970 926 8961 ;r i i . � i i i i i � � i O � Wibx26 � • - - - - - - - - - - - - - - � ' _ W18 x 35 _ `" � � O �172'5') i � i � i (172'-5') S = ^ � t 11 m W18 x 35 I 6. 5 I 56.01 I I I p ,� !u- I�U- � i 3'-8 i � i x i W18 x 35 � y, i � i i � b i � b� Q � Q N - - - - - - - - - - - - - � _ 56.03 - \p - _ _ c0 - � - - � � - � - - - X 2 - -�-7�'- � - - � •- S-3 Wl8 35 'o I � 8' • � � � Q � D� � � � � � � � i � � i � i 4 i � 4 i / i + • � S6.01 W16 x 26 ' +� F: B � - - - - - �a � I I W18 X 35 � W18 x 3 � U 72'-5') . � in "'S� ` - �1 3 - - I o I � S-2 S-2 W18 35 S-2 S- O � � 172'-1 O' � . i � •,� � �D� � �ij 35 � 18 x 35 rL Q D2 -- m � 5 -95/s' � � �L , h � . 15 . I I x I v I 'O 1�+ Q4 �.�. Q" Q4 +� Wi 6 x 26 � I `n � � 56.03 � 3'-8 � � � � � `� � in i v � � S-2 ;n 4� n � (172'-5') � � I r � � � 3 Wi8 x 35 � S-2 W18 x 35 5-2 � -2 W18 35 5-2 � S6.01 - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - ' � � - - -�- i W18 x 35 i � i � � W36 �,1,�8} Q i Q � Q i 18 x 35 S-2 35 3 (W ' ro � x , � ' � 1 3 � 3 W18x35 • . �o m I ( . a � I I I I in s h 4 • ^ � � �+ 16 x 26 � i i W18 x 35 � I W18 x 3 3 56,01 i � I I �0+ 2'-35/a � Q � - _ _�� �` (172'-5') O . � I Wi 8 x 35 W18 x 35 � - - - � - - - - - - - - - - - - � ! O , - - � ^ i - ii - - - i i � -�--- - - t - - q - - i - � -t- - ax35 i x x3 � �o Structural , m Q W1 L6 4 /a Consultants C ri - - - - - - � - 'O � - - - LLH STONE � �� _ i i i � � w� 8 x 35 � W18 x 35 � , � � � i m -� m ANGLE M S6.01 �; I n c o r p o r a t e d � x x x x I � I I S601 � � I �p ap cp � ca 3400 E. Boyaud Avenue #300 � � m W1Rx ��i Z W1Rx �F'i Z W1Rx �Fi Z W1Ax ��i � � f�PnvPr (` nlnrnrin R(l� f1Q � I I , � � �3 � p ' m � ' (303) 399- 5154, FAX (303) 333- 9501 O � x � ,N O � � � �p W18x35 � • ESCI Job N�um�beren04- 187 v � � � � x � � � � � � � � � , i � ' � Q • -� ^ co c0 � 15�-33�4 6'-1 ' °0 8'-85/s 10'- 4Y2 � ^ I I 3 W18 x 3 I � W18 " 3 0 ^ 2._3�/8 4 t0 ISSUE/REVISION DATE NO . � � � , _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ � _ � _ _ _ � •N _ _ � g x 3g . W18 x 35 W18 x 35 W18 x 35 Wt8 x 50 [10] CD PERMIT SET 01 OCT07 ` � i i ' i � i i i �o i i `n i 4 � '� W18 W18x3 � 8x35 m � � � S STRUCTURALCDS 01NOV07 = D i � i � � i � � i i � � � � , ' �o ! 4 � ^p ',o � TOV RESPONSE 12DEC07 Qj ,� ,� � W18x3g W18x35 Wi8X35 � W18x35 L151 I I 2 � I I I I in I I in . TOV RESPONSE 11FE608 Q i� i i 56.01 i i i Wl8 x 35 � � i W18 x 3 W18 x 35 � in i '" 'n . in X � , 2 � . I I �n �n �n T P x N x � x `� Q4 � CCD #24 23APR08 Q � � c� . m 7 . � I � . ;o co 3 ;o � i i x m i � i i x i � i x 3 . i � i m LEVEL 7 EN� A 1 � '=1 '-O' � _ _ _ _ L � N I � � � x � x 8 6 � �o `n � W18 x 35 m W18 35 3 W18 x 35 Wl8 x 35 [15] CCD #32 18JUN08 Q � GED LAN AREA 2 � E , - , i i - � - - x - • - - ' , ' CCD #33 19JUN08 NOTES• � 56.04 8 x 35 , � 5'-13/a 3 2' q3/B 18 35 3 - � � � , � Q 1 . BOXED NOTES � INDICATE A TYPIGAL CONDITION UNLESS NOTED OTHERWISE. � I � I � i , i I � I y� 8x35 . '�; I 9 �4 ;o � •,o CONSTRUCTION DOCUMENTS 08AUG08 2. TOP OF SLAB ELEVATION = 173'-O', UNLESS NOTED THUS� xxx-xx• _ _ � � �n ' W18 x 35 2'-10' 4Vt x 22 W18 x 35 Wi8 x 35 [15] �-� F = _ - � -_ - _ - _ - _ - _ �_ -_ -_ � _ -_ _ _ -_ - - _ -_ - - - - -- - _ - _ - - - � - - TOV UPDATE SET 10SEP08 3. TOP OF STEEL BEAM ELEVATION = 172'-7' UNLESS NOTED T4-IUS� (XXX'-XX') 4-ISS x 6 x j4 TYP. tO W18 x 35 W18 x 35 • W X 2 4. <X'> INDIGATES CAMBER OF STEEL BEAM � TO ACN ROOF � � x � m � 6'-OYa 5'-95/8 5'-N'a � � � � ' � �- RAF ER ABOVE �o x � '-N' 2'-9' � � �n 5. P R O V I D E 3/a " � x 4' H.A.S„ F O R A L L S T E E L B E A M S A N D G I R D E R S N O T E D T N U S [X X] W H I C H ► N D I C A T E S T O T A L .N -� •� I FRO GRID A-F � � I I � I �0 I ;o � � � � � ,n .� ,� � I 4 � � � �4 '� NUMBER OF STUDS. EC�UALLY SPACE N,A S. ALONG BEAM UNLESS NOTED OTHERWISE; WNERE NO STUDS ARE � � RE /S6 06 SIM. � Q 2 � � � � �''� ^ m m '� - m � i � � INDIGATED PROVIDE t STUD PER 2'-O' OF BEAM LENGTH 56.01 W18 x 35 v 3 x W18 35 � � x W18 x 35 W18 x 35 [1O] W18 X 35 W18 x 35 [1O] 6. r� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM) RE� SNEET 51 .00 FOR STEEL DECK G ^ ' ' r ' (�EGIST SGHEDULE. i i i � 4 i 0 . . . . . Fi9 � �n in P� •'� v s ' '•F� 7. RE� SHEET S1 .00A FOR STEEL BEAM CONNECTION SCHEDULE. .� .� I I 7�_,q • lap ,c� ( � �_4Y8 �_g� • gy4 I , , �Q�• �,o Aq,�.� 8. ►'-� I N D I G A T E S A M O M E N T C O N N E C T I O N, R E� 1 , 2, A N D 3/S 6 0 0, r r 1 � W 1 8x 5 W18 � 35 `� '� o; � `9 . � � � � � � � , W 1 8 x 3 5 W18 x 35 W18 x 35 � �' : 0 0 : oc 9. RE• 53.00, 53.01 , S3.02, S303, AND 53.04 FOR GORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY . � . PRECAST SUPPLIER. � � I i I � S6 01 � I i I � � � � � : :� i i 1gx35 i i � W18 35 m 10. 'SC' INDIGATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP CRITICAL �„� _ _ _ _ _ � _ � _ _ x �O _ _ _ �O _ �•. �:�� 11 . COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PREGAST WALL PANEL PENETRATIONS FOR MEGNANICAL W18 35 � � W18 x 35 � W18 x 35 � W18 X 35 9 '�ESSIONP�'� O �j -{O -O ?S DUCTWORK WITI-I ARCNITECT, MECHANICAL ENGINEER AND SUPPLIER. ,� � � F� i i �� cp � 12. �► INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WNERE PARALLEL TO � I � +� �' 'a' I � � � • X � • � A WALL OR CONCENTRATED AT A PERPENDICULAR CONDITION. � S6 �'�� C� � 5 n � N� �O 4 �p 'O 13. RE• SNEET S1 .00 FOR LINTEL SCHEDULE AT OPENINGS IN WALLS FOR 4' STONE VENEER. � 'O� � � � ' p `� 3 , � I W18 x 35 � W18 �a 35 � W18 x 35 � 3 i � W18 x 35 W18 x 35 W18 x 35 , 14. PREGAST SUPPLIER MUST COORDINATE ALL OPENINGS REQUIRED FOR MECI-IANICAL, ELECTRIGAL AND � � i � m CONN TION , � � �p PLUMBING TRADES. . � RE� 15 S6.13 ' Q � 2 ' � Q 15. RE� S1 .01 AND S1 .02 FOR COORDINATE PLAN AND SCHEDULE FOR COLUMNS NOT LOCATED BY GRID TIE. p � x �0 5 m 1 , 16. x INDICATES STEEL COLUMN, RE• SC4-IEDULE 51 .04. `�' `� I � � ItO '-OYa' 43/a � I �n � W18 x 35 `r O � - - - - - - - - - - - - - Sx� - � - -� �� _ � _ 8a � YVL�5 W18x35 W18x35 17. TYPIGAL COLUMN BASE AND H5S POST TO GIRDER DETAILS, RE� S1 .01 . - - - - - - - - - - - - - - - - - v 18. RE� ARCH. FOR EXTENTS OF STONE RELIEF ANGLE. � � HSS8 8 x % ��y x , x , ``� m '� x '" 4 � � � ' 19. XXX K INDICATES A BEAM REACTION GREATER TNAN SHOWN ON S-2 SCHEDULE, WHERE NO LOAD IS � POST ' m � � �o Q x m � �n �n O � Q �� - - - x � � O -t i � � y. i � g � � S�.OI x � x r ' � ' � � •�a �p O u � , cn u7 4'-6' 11 '-10' ;.._ INDICATED DESIGN PRECAST CONNECTION FOR LOAD GAPACITY SNOWN IN SCHEDULE 5-2. �o r,� + �� �O v I 3 3 �o W18 x 35 3 Wi8 x 35 20. S-X INDICATES A GONNEGTION PER SCHEDULE ON SNEET Sl OOA. ' +� 3 O� � 'v p� W18 x 35 W18 35 � W18 x 119 � � W18 x 35 W18 x 5 3 � "� 1 1 � 21 . �� INDICATES AN S-2 CONNECTION WITH 2 VERTICAL COLUMNS OF BOLTS. � J ' m • - - - - � S6.01 S6 c � � � �� 4 '-6Y2 8'-11Ya M 17'- 4 11 '-7Ya � 10'-95/s' � ; 22. AT LOGATIONS MARKED 'S- 4 SIM,' USE A 3,�' END PLATE W/ 8-�/s' $ A325-N BOLTS, 3' SPACING AND 1 %z' EDGE 'm .� Q S-3 �n a0 � ' � � � � 3 � DISTANCE. K - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' ` - 2 - - - - - . � ,_ ' ' ;, - � i W18 x 35 i W18 �4 35 � 4 W18 x 35 � i • � • 6' 9'- ' •• 1 '-O � v � ,N 56.01 N N � � . �. - � � TYP. � i m r � I� �o ^ �n �D m � � 5 m I `-� m �; � � J � X p,+ � x ��' � �� x 1 � � x 3x � 5.01 x i 6.00 x i� � ' � p,+ °� �+ :o � S6 04 � W18 x 35 ;o • . c0 cp , � � � �� �'� 3 � �'� I � I � 5 3 W18 x 35 3 W18 x 35 w ' L �� - - - - W18x 7 1' Q� .�'� � W18 97 � W18x97 � m WiBx 7 � � 5501 �;' , i - - - � - - -1 > � LL POSTS S-3 N 5 3 � D 6.00 � � � w ■� �n o u� ,� � � .� � B . 53 Ol � � � . _ _ _ m _ _ _ m _ � _ _ � m S3.01 •;. RE� CO E WALL TYP. � � 2 , � ' ;o � m °� m m � ;o '� 15OK 5 • EL VA IONS �` S6.01 Q m � 3 � Wi8x9 � W18x97 3 � W18x97 � � 3 Wl xllq S .Ol �. � W18x35 W18X35 � � � �,, - - -_ - - _ - - _ - -� _ - - - - - - - - - - - - - - - - - - - - � � O a0 � � c0 6 �� ��� c0 � � co � �� � 8 N � O •,� 3 x 8 x 35 � x p,�' W18 x 35 p�+ 3 xT W18 x 35 R+ 3 x � R+ 35 ° . 6 X 4 � � x � 6' EDGE -�+ �+ �+ �+ ' ' � S5.0 � � O � �. OF SLAB � � � � I Q � � ;o � � � � '� �� �� O 1'� ��� � 4 1'� �� I � m � Wi 8 x 65 4 � L6 x 4 x 3jB � � � � N � _ _ _ _ _ _ _ '; , . . > •. , •° . _ _ W18x35 _ - - � �/ RELIEF � L.L � � � • � 8'-ilYa' � q'-2�/a 4'-it �/s 5'-1 ' 1 6 ' � v m ANGLE W � �. HSS P STS 2 /8 ^ x � J O m . �' � STA � R LANDING A � x � /� J ^ `O � a,r�� rr�o,�,nir.fa aY S3. 1 � � 3 i. /4\ � � � I..L O STAIR SUPPLIER I S6.01 W� g x 35 �o W18 x 35 � N � O O O - - - - - - - - - - - - - - � - - - -t-- - - ---i - - - - - - -�- - - - r - � - - -t- - - - -r- . , ��f'� ( , � i 6' 19'-O�/s' ' 19'-lYs 6' � v ♦ v ' P - - - - - - - - - x - - - - - - Q � � (172'-5') p W16 x 26 J � (172'-5') w � ♦ ^ � VJ 1 O 172'-1 O' 1 O � r � � � r , 56.12 S6.01 5612 > � � � t � � i � i i �w72�x5� i � � � � m 6 x 6 x 3jg STONE L6 x 6 x 3/a STONE J 'O ELIEF ANGLE q RELIEF ANGLE O c0 601 , } = - - _� �- V J • � � `� � � � 1 y_ - _ ` _ .. �� � � Y � ] (� r`} f 4 d � ' ' ' ' � � ' ' ' ({ � E ' � J \ / F 9 Q � � � L� L � � F _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ � 6_ 3 i � . . ' , , -_._ ._ ` �__, ` _ - , � RE• ROOF � � `r FRAMING PLA 5 � • � N .� i � i � i � i i i s � .¢ � 1? - - - - - - - - - - - - - - - � - - � o � LEVEL 7 m � � � � � � � � � � � � � ENLARGED PLAN � � s - - - - - - - - - - - - - - - - � AREA #2 � N , �! � � � � 0 • � � � � � � � � � � o , � � PLOTTED MAR �- i� � � CHK'D BY JRB w � p COPYRIGHT � 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS n. � p 2 3 4 SHEET NUMBER. � ¢ I 1 1 1 1 1 � 1 1 1 � oT - - - - - - - - - - - - - - - - � - - Z o - I 5 ' 1 � - D . P .A. PROJECT # 06232 . 00 � �' SCI PROJECT # 04- 187 � N a 0 ? ci � LL . I 2 3 4 5 6 7 8 9 10 OVERALL GRID TO GRID 5'-2' 10'-3' 7'-11Ya 18'-9' 11 '-73/a 6'-O' 5'-5' 10'-4' 21 '- 43/a 19'-lYs 27'-5Ya � � � • ' � Qf Chlt tS � Q ° � � � � � � � � � � w � > ac . O l9 A 2301 BLAKE ST , STE #100 Q Q DENVER, COLORADO 80205 ' O � � 303 861 8555 F 303 861 3027 � i ;o Q i i i � � i � f� � �1' AB � � � 0225 MAIN STREET UNIT C101 EDWARDS, COLORADO 81632 '�' '+' '+' '+' '+' '-� W W 970 926 8960 F 970 926 8961 .'� �CE IS IS IS IS S � 6._�. J J � I � S = i i i i i S S p� � � AB ' S . � � � � � I I I I I ' � . , �O. � � T Q i .9. °� � � i i � i i 1 � 3'-O' 3'-O' r1. S S S S S � S S S I S � � '-3' '-3' '-3 '-3' ,� � B - - - - - - . � � _ T -m CA I ( I I I m T � � � i B� _ o ' 3'-O' S 3_O' 1 '-S' B-O' ,b � 3�-�� � � � i i � i i - BC IS IS IS � S BO i 2'-9' 2S6' 2S6' `'�� � S ii BOi S � ry256. 256. 35-�-�`-i � , � ICE IS IS ( S IS 5 i ,_3 BC O. �. ,� � • ._3 . � b I i I I S � � 1Q� � • � � � � T � i , � �b . .y � ' � 5 S S S 5 i in � BC S S S ' S , BO ��6. `S ?�6.� �, >, � ry � � .y�� � � ,b 5 _ , � � � 0G � � . S I T I i i i � I � 3•-Q3�4 2.,bg/e r O• a`• T T 3- � ' B� , T � � T c G Jtructural � � � � � � � �O 2'-6' 2'-6'I2'-6'I2'-6' I2'- ' 2'-6' 2'-5 r Q' BC 15 S 5 3'-O' T � b 2'-6' 3'-O' 2'-9' �2'-6'� 2'-6' � 2'-6' 1 6'-7Yz I � � i _ N _ _ � T ' � 2'-6� Consul tan ts (i — — — — — — — . — — — ' — — ' — — — — — i i � i i O � •- 4'-2' •-65/e `o �o i i i 2'-6' 2'-6- I n c o r p o r a t e d I, BC S S S S � T T i � � � i Bw N 2._3�82._�y4 � `�' T _ _ _ _ T � � _ T � T 3400 E. Bayaud Avenue #300 � � � � � �o I I I � 5 � S 5 5 S G BC gC S - IS � S IS BO is iS is� 3'-1 Denver, Colorado 80209 I I I I I I N ,� I � � � I I (303� 300 6164 , FAX (303� 333 0601 � I ' I I I ' I i � S i I I I ' � � i 5 ' AY I S �5 C I /� , AY � � i i i I - f - I — Email InfoC�sa-denver com '�o I N I BC � S ' W � 5 I S BO :o i� `0 3'-O' 2'-6' '-3 2''6' 3'-O' :o � � � � � T T T � SCI Job Number. 04- 187 T W IS 5 5 T .m .� o I o .�_ �, ' _ ' ' T� _ � _ I T , T o ISSUE/REVISION DATE NO. BD T � i AY S S B C S S .m S I S I S CK I S I S _m S C B C I g G I S ' B C � S � S gp B D T � CCD #33 19JUN08 - � � 1 = _ _ ' v i i i i i � � �o I 3'-O' 2'-6' � 2'-6' �2'-6' � 3'-O' 3'-O' 'O � � i � i -m S W S S S -� m BC � S � W S BC BC 2'_6' '-3' 2 -��4 m I I CONSTRUCTION DOCUMENTS 08AUG08 � - - - - - - - 2'- ' T i i i T T - - • � � � , , � , ! , , � , i , X , � - '-3 2'-9' � S S � BG � S � So- iS � 5 � CK � S `O � I I I i i � � i CCD #41 18AUG08 Qj 2 -6 2 -9 2 -6 2'-6 2 -6' 3 -O � I i , � i I I ( � i X � S G BC gC S S S S gp BD T T S T m V TOV UPDATE SET 10SEP08 ^ S iW � 5 iS � 5 � X T BC 5 W W S � . IS S iBC i5 i5 . S _ S T , �o m � _° � }' � T i 3'-6' � 2'-6' �2'-6' � 3'-ty2 O M m S .N I S� _ � _ I i . . 2'-6' �2'- ' �2'-6.' . _ N i i i _ i i I I I f I ms i� I i V i� � 5 GK `� X -11 /8 '-3 BG S i5 � 5 iS BO � BD ' T T � 5 BD I U BC 5 W iW iS i S � - E - - - - - - L _ - - - - _ - - • � T � W � 5 � 5 � 5 X � � �'-6Ya 3- o �o BO T T � Z'-6' � i i i 1� � i LEVE � 7 ENLA � GED � — 3�-°- 4�-6- 2�-6- 2�- � 2�-6- ° � BG �o S �� 2 -3Ya .-O�/ ' 3�-Oye 2'- . i i �-3 � '-11 �/a I I I '- O I PENETRATION PLAN AREA 2 - - - - - - o B� 5 S , 5 , W , S � 5 � m � - - � B� � S � S DO -N -N T , T � S % '=t '—o' F _ C BG 3'-O' � gG is iS iCK iS � X i NOTES• • U 3'-O. - - - �`i 2'-OYs 2''b' 3'-O' 2'-6' '-3 2'-6' 3'-O' � 5'-O' 2'-6' '-O' � '-O'2'- 1 . RE S2 39 FOR ADDITIONAL PLAN NOTES �' -� � � � � 3'-O' 2'-6' 2'-6' � _ � _ BG C� Q � Q 2'-q' � 2. RE S109 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. � v igC � 5 � W 5 �6 X S CE BC �O � BC � BC � T X W 5 W S T T 5 W S 5 iBD � U � BC � � BC � A G _ _ _ - - - - N 2'-6' � 3'-O i - i - -3 i � i i i i � i � ;o i i i i i BC i�o AY , � 2'-lOX4 c�' S S T m I ( I I ( I I � T -m 2'-6' � � � � � �� �pGl �rE �.O � 2'-6' 3'-3' is I I I I I I � � � QQ': e, •Y •g •RA. � G i5 ' W � Bp i . iT iX iW i5 iW iS � T . T X W S 5 T T IS IBGI , IBC A �;Q� �F : �' ' T `° `° � • cv : Cp � • G � �'' ` �' : ac i � � � � � 3�-O' 2'-6' 2'-6' 2'-6. ._6. � S I i p in S , in T BC = - Y - - : ° • w X X � i� i i i i � i i i i � i i i i i i i i ;� BD � i i i i i ': '_ I..I _ _ _ - - - T ' O � gG iS iW i 5 S X 5 E 5 � - T X W S W S T . T T X W S S . � � '°,9� • • . . . . . ••�F,�� 2•-7'/a Z�-� � 3�4 T r� • � � , 'O •o m ESSIONP Q � ° l O —G � I 2'-6' 2'-6' '-6' 2'-6' �o I � I I -O'c� T �1 z'-6' N in T I I � T gC �'`� T _ AY' _ � i i i I 3._ - I I I I � � � � � I . � � T , , � � T N p , � O � � , � � , � � � I I I I I I '� BD � - .� � � � - � � S S � S S S S S � S S W S � T i 5 S T � � � T S W 5 W S T � T X W S S . B GA � ' 'v � i T i i i i T m i O � i � O 4'-6 � 2'-6' �2'-6' i � 2'-6'� 2'-6' i2'-6' i 4'-6' O gG in AY o �2'-6' i. T � � I I I I m _ S 2'-6 X_ , _ � i i i i i i - - - N � � � inI I I I � �-6� —� I � ,o BD T � � � � T 5 W 5 5 S T T IT IX IW IS SI I ,� T T T BC S S S i5 i5 S iS iS S S iS iW i5 S , S `��ro in O � i i � i B B� W S _ _ w _ w w ;p � _ BC � BD I 2'-6' T m •,o i i i - . _ BC ' i i i i � i i m BD i � i i i i N 2•_q- � � ��3�J� 'O T S W S S X - T X W W S BG ' g•_g• � � I 3'-O' T . "� "I O ,o _ S _ S _ � S I I S i v B C S S S B C S W W i i .� Z Z �� S i 5 i S S , S . � T T � . � - - - - - � ' o _ � _ � � � � - � 29- - - � � i � S D 3�-O' 2'-6' 2'-6' B i °o , � •I � � . . .m N _ BD .- 12'-6' 12'-6' ' N B i i i � i p m W W i i i i � i i `° � �� � K - - - - - - - _ - - � � _ � � � _ � � � � � _ _ _ 1 � B • . ; • - BD " . BC � W W N i �$£J- - � � - - i � i � : . � � � � i i � i � i T� _� T i i i i i i B� _ V ,, cn � � 5 � � S W � W S � T Y 5 S 5 BD I � ;� ic� BC I I ( I I I I • - (9') i 1 I � I I I . � �O I I I I I p - =6 - 2�'6'1 Z'- _ � W W �: - i i i i � i i _N T i i i i i i � � � 2'-6' 2'-6 2'-6' 2'-6' � '. 2�- • Y I I I m Y � i '• r ' T S W S S X T X S W S BC ;o � W ., q%a')� B � Y � Y Y BC Y Y Y � 5 � S 5� 2'-6' Z � '; T � � �/ ` � _ _ � � T _' —t.— ' _ -C—�.—C..-1- - - - - �w BD �- � T � LC� � � - gU � i'o , � %a�) � � BD (9Ya ') 2'- f 9Yaj) i T N i i i i i � i i N _ T i i i i i i - � � � . � (9%a') :o m 2 9 2 -6' 3'-lYa 2�-6' 3'-O' 3'-6' .; ': � I I I I I I I � 3'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' �o � Q r Z `n � Y� � ;,,� � T i5 � W � 5 � 5 � X � � T X W W 5 BC � � � � M - - - - - , - T o o - - - - � � O � � O � 4 -4 j � S S � : 5'-03/a� i � i i � -N T i i i i i i O � �—� I I I � � � i i - I I I I I ( � � Q �O t i i i i i � Y Y iCE Z AY iT iX iW i5 iS � BC � � N - - - - - - - - - � . . > •. . •t � , - Z - - - Q Q � � � - T 9'-lYa 5'-O' � W O w 4'-O' �'O � 2'-9' '-3' 9'-O' i� _ T � BC � .� � O ABi iT � T m � T � T �' � � Q O - , , , � , � � , -" � ~ U � Cn v� P - - - - - - - - - - - - - - - - - - Q � � w - � � � � � ' �`�` 2�-O' � � � d' � � , , , , � � , , , � � Q � � � . ,� ' O � � v� , , -�- . - - . - ., �.,. �& , ; ._ � - : .� � � � � i � � � � � i i o � — - � � (� — — — — — — — - - — — — - - — — — — - - � a E ° � � � � � � , � � i � � _ � � 4 ._ . . , __� _.._._ _ _ � v � � � N 1 1 1 1 1 1 � 1 1 I �a Q M , gR - - - - - - - - - - - - - - - - - - � . LEVEL 7 ENLARGED � � °' ' PENETRATION PLAN � � 1 1 I E I I � 1 1 I ¢ � � S - - - - - - - - - - - - - - - - - - � AREA 2 � � � N �F ti � � ' i � � � 1 1 1 I i I � i 1 1 o � � � PLOTTED MAR N r � CHK'D BY JRB w QCOPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a > 2 3 4 SHEET NUMBER. O � _� I I 1 1 1 1 � 1 1 1 � > T - - - - - - — - - - - - - - - - - - - � - - LL � � � � 5 ■ �, _ D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 I � � 0 � � � � 10 II 12 13 14 15 16 17 18 19 20 21 422�-2Y� OVERALL 27'-5Ys 8'-10�/a 18'-3Ys 24'-4Ya 23'-1 �' 18'-11Ya 5'-5Y8 13'-7�/a 13'-6Y8 5'-6�/a 21 '-10' GRID TO GRID . � � '-3g/ ' 16'-5Y8 3'-1Ya 4'- 4Ya 10�-� 3�4 4'-7" 13'-8Y8 5'- 4�/a 1 '-102'-7' 5'-03/a 9'-6' 23'-11Y2' 9•-6' 5'-OY8 2'-7'I '-1 4 '-4Ya 14'-83�4 4'-7' 10�-� 3�4 4'- 4Ya 19'-6Ya 2'-33 ' � COLUMNS � . � , A r,,,C � ,� � �c � ' ' � f-\ � , � � Q O O E I ' I I I 1 I 1 I I ' I I 1 I ' ' E I 1 I I E I i I f I I W � U � I � 2 � ( I � 2 � 13 i 13 I I I � � � � � S6.01 � � O t� � I I I I S6.05 I S6 05 S6.05 I 56.05 I I I I I ' N � i i . . . . . , . . i i i q - -_ - _ - �- - �_ - - _ - - _ - - - _ - - ' - _ - - _ - - _ - - _ - _ - ' - - - - ' - - - - � 2301 BLAKE ST , STE #100 � � � W18x35 W18x35 W18x35 � i i � c� � � � � � � � DENVER, COLORADO 80205 � I � � � � I I � � I � I x I I `r x � X ;r � � � � i � � I � � � � 303.861 .8555 F 303 861 3027 i � I I � i i � I I 'O � � �O °� � �O I 2 10 11 I � ( 0225 MAIN STREET UNIT C101 W W I 1 O 11 � i Q4 � i S6 Ol ( I W � W � ��-� � Z Z � � I I ' W18 x 35 � W18 x 35 4 W18 x 35 � S6.01 S6. 3 � Z Z �� EDWARDS, COLORADO 81632 W� 6 x 26 - I I S6 Ol S6.03 2 � � - I O 970.926 8960 F 970 926 8961 v v i �172'-5') _ _ � � S6.01 i �o • cn i I i J J � io co I U U � � � � `° �o i i xro i U U i I � , ' '`� O� ~ � ~ I I i Wi 6 x 26 I . I W18 x 35 � 'n X � W18 x 35 � 172 -1 �' I I h H d`6 p 6 b i �� � , � i i I � (172'-5') i �O Wlb x 26 � s - W18 35 � W16 x ,26 ;o iW16 x 26 Q Q ' m I (172'- ) (172'-5 ) � I i � , � � (17 '-5') 17 -7 /a 23'-1 �' 16'-7Y ' I I I i i � /� 1 '-83/ 6' i �, . �� i . . p I i 172'-10' sr� \� , i 6' � � I , � �o � Q3 :o i 6• 1 -8Y � � Q1 �s' i � ' I • 03 I ih (� 4� �o �� 6- I , 3 B - - x - - x - - - °` `�' i �o W18 x 3 L30] � i x 4 L 8 ' ,� �o Wl 5 � � 1 O 11 2 � I 172'-10 m I STONE RELIEF ;o , ,o L6 x 4 x 3 LLH X I ,� 30 2 1 O 11 I 56.01 � 6.01 S6.0C3 56.01 ro � x i x i I ANGL � m � °Q m � STONE �ELIEF I cp i � c0 � �6.01 _ ; � i � � X � i cD i � 'O x � � x �O ANGLE � i i i 'O 4 � 172'-lOi � S6.03 � W16 x 26 � � 56 01 W16 x 2 W16 x 26 Wt � W18 x 35 3 W18 3 W18 x 35 3 � 18 x 35 W18 x 35 x 35� I W18 x 35 W18x , (172'-5') I 'N m � 3 (172'-5� I ' (172'-5') x 3g � � � x 35 W 1 6 x 2 6 ' c� '� 35 � i i (172'-5 ) � �O � S . '�o W18 x 35 . 172'-1 O' 3'-93/a 14�-53�4 1 '-8Ya • I 1 '-8Y2 • 14'-5Y2 3'-93/s W16 x 26 4 ax0 � .' � I I �o � � 4 ( �`,� � O 13'-6�/a p (172'-5') � �a � � � 14 1 3/s � 6' � ' � i � 6.00 i �r � �4 � 6' 6 . - Q 5-3 W18 x 50 8 x 35 W18 X 35 [15] TYP. W18 x 35 ( Wt8 x 50 � :o W18x35 S- i i - - � - - - - - - � - - � � .� Stru � tural � i 3 � � i 6 3 � S- W18 x 35 i S- W1 x 35 30] W18 x 35 i � � L6 x x /8 LLN c� L6 x 4 x ,y LLN � � L6 4 Cj � n s u I t a n t s 1 � STO E RELIEF TYP. � m STONE R LIEF 4 C m 56.01 � � � � m 6. i - f - - 5 � - N - - - --�-- i x - .N � -� i - --� - p Incorporated � � � � I 56.01 I � I 6.00 � 4 � � O S6.03 rox I �p � AN L � V ( � 3400 E. Bayaud Avenue #300 i� 3 Wi8 x 35 � 3 W18 x 3 � i Wt8 x 65 3 u� i IMIB x 35 W18 x 35 [15] W18 x135 `r W18 x 65 Wl8 x 35 3 � W18 x 35 3 � W18 x 35 Denver, Colorado 80209 � W18 x 35 �L I I � 8•_� �y2 (JOJ� J99- � 1 �4, FAIC (JOJ� 333- 9�01 � ^ � . I i X C m � � � i m m � m E � � m m � � Q X � E SCI Job N�umlberen04- 187 v 5 x x i x . x i x 6 x 5 STAIR FRAMING ��0 4� c0 � ( 3 S5.0 S3.0 � I � I Q � _� Q c0 Q I � I cp S501 3 3 � S5.01 AND L NDING BY � �p a 15'-35/e I i i O �n 3 � 3 4 � 4 3 4 3 � 3 � 3 i STAIR UPPLIER ISSUE/REVISION DATE NO . ' � � r W18 x 50 Ll Ol W18 x 50 [l07 - m i� W18 x 46 L15 W18 x 35 [15l W18 x 4 Li 5] i� � _ ` �-�+� +`.�ry-Yrs'�r.' • +-r '-v � a^4 . � � . '� 'T . > ' ' v` � � ) • � s r a \ a , CD PERMIT SET 010CT07 STAIR FRA ING � � 3'- 4' -O' T • i i 6' 5' ' ' �: ' '-4' 0 ��_ � 3 � � . ', , � ;o � STRUCTURAL CDS 01NOV07 D AND LANDI G BY ` �o m , , ^ , _ O O ` � `� 'n SIM. TOV RESPONSE 12DEC07 Qj ' 4 O `O �' � '' � � � ' O i ^ `O ,� • i , , ��� i S5J01 W18 x 35 �15] � i � W1g x 35 [15] � �; ' � W1 x 35 W18 x 35 W18 � 35 3 � TOV RESPONSE 11 FEB08 � , , �, ,� � �_�• ; 3�-4 ' 21 '- ' 1 '-O' � ' 1 '-O' 21'-4' 3'-4' ' � '- ' 6• �n Q i. � g � . v • v TYP. 7 � 6• L4 x 4 %a O '. � , x -0 � � Q � HSS6 � 6 x %a ` Q '-O , , x � � x � Q x � 6.� . ' 4 PLA ES ' " ELE6 ATOR4 � � � 4 'n ELEV TOR � � a0 '� � '} Q a0 CCD #24 23APR08 � �o DIVID R i > " • • • ,�` ; . • _ ..; W18x 5 [15l W18x35 W18x 5 15] 'O _ . . r � DIVI ER ' � 4 � • ', • , y •, : . � . � ;0 3 . � W18 x 35 [15l BEA ,,, L4 x 4 % �, v 'p � Q 4 � � � BEA W18 x 3 [15 CCD #33 19JUN08 Q E - - - 4 P ES- � ' �' - - - - - - B c� I � _ _ _ - 'w � B � 1 '-�' ` 2''�� � 12 x 22 � x � i 3,03 x 22� :o ^ N - __1___ ,_ •I . • � � � '� 2'-7' 3'-6' - ' -6' 2'-5 � 4'-O' N S �.O � N p � CONSTRUCTION DOCUMENTS 08AUG08 O S3.0 I � 4'- ' - •' 2'-5' 3'- ' '- • '-6' 2'-5 , '� 1 '-O' � _� � -� 5 ' � •_p �: � �o � Q I 6 ^ i ,� ,_o_ � � _ . � , 3.03 �o � 4 TOV UPDATE SET 10SEP08 W18 x 35 [15] S IM. S5.01 ;�' � _ '.} W12 x 40 � W18 X 35 W18 x 35 [15l W18 x 35 � W12 x 40 - R � � W18 X 35 1571 LEVEL 7 ENLARGED P� AN AREA 3 ,� �=� �-o� F - � , o , .�. � � � ^ , _ _ � _ � _ _ _ � � _ - " .� � s " � . r, � NOTES� i� �; `� � � `� � I � ^ 6 20 5 RE� C E WALL ,n x �� x X X RE GORE WLjLL 6 5 20 6 � `� i ' i� � i� ELEV TIONS m � � � ELEVATIONS 1 . BOXED NOTES �� INDIGATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE N �O � I i 55.01 S501 , S5.01 x � � i 5501 A 55.01 S5.01 i 55.01 n � �ocx-xx' � W18 X 35 [i O] � A � W18 x 35 � W18 x 35 � W18 x 35 3 W18 x 35 � 51 M 3.03 � 2. TOP OF SLAB ELEVATION = 173'-O', UNLESS NOTED THUS• �-. G W18 X 35 [10l 3. TOP OF STEEL BEAM ELEVATION = 172'-7' UNLESS NOTED THUS� (XXX'-XX') � , x i ' i W18 x 35 � 8 x 35 ^ � W18 x 35 w . P�p REGIS jF9 4. <X'� INDICATES CAMBER OF STEEL BEAM, . � • W18 x 35 '� I � ��,OQQ�P�Y gq,9�.F� 5. PROVIDE 3/a ' � x 4' N A 5 , FOR ALL STEEL BEAMS AND GIRDERS NOTED TNUS LXX] WNICN INDIGATES TOTAL � � � 1O i � . . � � i . i '� v: o �� � � W18 X 35 x N N N n W18 x 35 W18 x 35 NUMBER OF STUDS. EC�UALLY SPACE H A,S. ALONG BEAM UNLESS NOTED OTHERWISE; WHERE NO STUDS ARE 'v INDICATED PROVIDE 1 STUD PER 2'-O' OF BEAM LENGTN � i � � i � � `o W18x50 [15] � I i � � ; �' :�. 6. �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE SHEET S1 .00 FOR STEEL DECK �o i i r i ;o � '; ;'� SGI-IEDULE. N - ' - _ - - - - - - 8 _ _ � ■ �09•• ;�� 7. RE� SNEET S1.00A FOR STEEL BEAM GONNEGTION SCHEDULE . � W� 8 x 35 � W18 x 35 . 4 x ,`� 4 '; x �� Q 4 x `� W18 x 35 � VN18 x 35 �' � �SSIONP�`�� Q ., �p N u� � .o i� ;o �o iv �o i� �n �n i �n `� �o -Q � 8. ►-�' INDICATES A MOMENT GONNECTION, RE• 1 , 2, AND 3/56.00. , � � � c''1• m . m 3 � � � � � � � m m Q , m �o � 9. RE� S3.00, S3.01 , S3 02, S3.03, AND S3.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY � x � :o X I X '� � � � v � 2 - � v � 2 _ ,� v � � I � � I X � :o � x � P R E C A S T S U P P L I E R. � � -� Q � i cp i� � . 3 � v � i� � i �0 � c 0 10. 'SC' INDICATES BOLTED GONNEGTION AT STEEL BEAM TO BE SLIP CRITIGAL. � W18 x 35 � i W18 x 35 � 3 _ Wt8 X 35 � _ ^ cVi� W18 x 35 _ i _ � 4 _ � t _ _ i _ � W18 x 35 � i W18 x 35 W18 x 35 � � � W18 x 35 � ' 11 . GOORDINATE SIZE AND LOCATION OF FLOOR DECK OR PREGAST WALL PANEL PENETRATIONS FOR MECHANICAL ■ U DUGTWORK WITH ARGHITECT, MEGHANIGAL ENGINEER AND SUPPLIER. � '� � Q � ■ Q � L6 x 4 x 3/e LLN S6.01 56.03 56.01 N i .� i Q � Q TY m � � 4 W18 x 5 1 x 35 � Q 1 x� , � ( � STONE R LIEF � m 4 I 12. �� INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WHERE PARALLEL TO � in v W18x35 � v in 1 ANGLE � ;n U v U A WALL OR GONCENTRATED AT A PERPENDICULAR CONDITION � _ _ � � W18 x 35 ���` W1g x 35 � _ p _ _ _ _ _ _ _ _ _ _ _ _ _ _ U � W18 x 35 W18 x 35 i N W18 x 35 � 13. RE� SNEET S1 .00 FOR LINTEL SCNEDULE AT OPENINGS IN WALLS FOR 4' STONE VENEER. - - - - - O - - - - - - - - - - - ' - ' ' - - - - - - - - - � � V . X N ,� m U x4x3� LLN U m � m � m 14 . PREGAST SUPPLIER MUST COORDINATE ALL OPENINGS REQUIRED FOR MECNANICAL, ELECTRICAL AND � � � p � i � x � S ONE RELIEF N � x i x � x PLUMBING TRADES. 4'-6' 11 '-10' •' 4'-6' � � � `� � 6' EDGE i � co � cp , . � , ,� , , c� 15. RE� 51 .01 AND S1 .02 FOR COORDINATE PLAN AND SCNEDULE FOR COLUMNS NOT LOGATED BY GRID TIE. � � W18 x 35 `r � W18 x 35 OF SLAB �1GLE I � 4 -6 � 11 -10 4 -6 � 16. Q INDICATES STEEL COLUMN, RE� SGHEDULE 51 .04 J � � � 12 � •� _ _ _ _ _ _ _ _ � � _ _ _ 17. TYPICAL COLUMN BASE AND E-ISS POST TO GIRDER DETAILS RE: S1 .01 . '� � 56.01 56.05 \ � � �� x��- - �y � � 2 ' � ^ Wt8x35 � � x 2 •� • � 56.01 5605 18. RE� ARCN, FOR EXTENTS OF STONE RELIEF ANGLE 51-IOWN ON PLANS. K ' 3 _ � _ _ � _ °� � _ _ _ � S6 Ol _ \ � _ � _ _ � � _ _ , _ � � - - - - - - - - .- - - - - - - - - - - - - - - - - - - - - - - - - - - � � � i �o '; 4/�./�/� S6.01 i � c0 � i � � U 'N � W18 x 35 `t W18 x 35 � . � W18 x 35 Wt8 x 35 2 2 � m . � ,� i � L6 x 4 x 3/8 LLE-I 3 � i � 56.01 56.01 �n J � ' STONE RELIEF L6 x 4 x /s LLH . � ,h m x � X m � `_° �o STONE RELIEF ,o - � x x � I x � ANGLE 3 SIDES ANGLE 3 SIDES I O op I ca � °� � 2 3 � c0 � OF BALCONY OF BALCONY � -� 3 � � � W ^ � - - , - - 3 - - - - - - - - - - - - � - � � � ` X W18 x 35 W18 X 35 � � w Wt8x35 W18x 35 � � - - - - - � i E - - - - - � - - - - - - - � - - - 6, � i � S6.01 � 6'-1 ' 9'-O' 3'-t�/a 3'-2Ya � 9'-O' 6'-10% ` 6 Q 2 2'-83/a � � m c`�n � m I m 0 � Z ' I � � � � i v '-83/a � 56.01 • x � � c0 c0 ro c0 � x � IW - - - - - - - - - - -�' - � � - - � - � - � x x Q O .� � m W18 xi3 W18 x 35 W18 W18 W18 x 35 8 x 35 �N N � 8 xi3 `W18 x 35 W18 Wt8 W18 x 35 1 x 35 3 � m � x x 35 x 35 u� � 2 W18 x 35 . x 35 x 35 6' EDGE x � O 0 � � � � x x 3 � x i * ic�n m � . X � X 56.01 � ! _ .� '� � ,� 7 . OF SLAB 3 L6 4 /a � . x x x �' . � � � � 6' 103'a 9'-O'v 3'-2Ys 3'-2Ya 9'-O' 6 10 /a � Q � N - - • - m • - - - - - - - - - - - - RELIEF � :� � 3 � � � � 72'-� � O • O � � � � ANGLE - - - W18 x 3 � � � 18 x 35 _ _ W18 x 35 - - - - - - - - - - - - - - - - W18 x 35N '� 1 x 35i� �� � � L6 x 4 x 3/a W � • 6' • 6' . .� RELIEF ONE � O W �° � � . 6 / 9'-O" 6' 6 � 9 -O ntv�i _F � � � � � � � 1 '-5Y8 N � O N N 6• W16x2 O � � i . � IN16 x 26 � i � r i � � � � (172'-5')� � W12 x 19 � ' ` W16 x 26 W16 x 26 (172'-5') S6.01 ;� W1 x 26 • 172'-1 O S6 Ot (172'-5') . � � v � P 6. - - - - (172'-5') (172'-5') - - - - - - - - W16 X 26 _ (17 -5') _ � .,.,,,,-- - - , - 6 Q LL W16 x 26 W16 x 26 ,� 172'-10' � Wl X 26 � J - (172'-5') (172'-5') � 172'-10' 11 N (17 -5') 10 _� � � w � � /� � S6.03 S6.01 56.12 � �� 56.12 � 10 11 r � � - � S6.01 56.03 � � i i i i i i i i i � i � L ' �o � R �I � O i� � � � � i i i � i � i i i E i � � Q - - - - - - - - - - - - - - - - - - - - - p �_ _r _� _ „� _ . _ � i -R. � _ u _ -- - - - - .1,.. .-� � ' ' � b l - F� � �t ' e i v � � � � E ' ; � � � ` � d ' s � � � ' i � � , _ , � � ' � � r �y- � I 1 1 I I I E 1 I t 1 � 1 _ - - Sa. ��---- - t � .-- ,•-- � R - - - - - - - - - - - - - - - - - - - o � ; LEVEL 7 �°' ENLARGED PLAN 'O � � � � � � � � � � � r � SN _ � � � � � � � � � �... � � �. � � � � � � � _ N � M , � , ti� � � , � � O � I I I I I I I I I I I I o , � � PLOTTED MAR v"', ^ � � CHK'D BY JRB w � p � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � O SHEET NUMBER. f- J t � 1 I I 1 I 1 1 I i I 1 LLT - � - - - - - - -- - - - - - - - - - - - - -- - - � 0 � I � 5 ■ � D . P .A. PROJECT # 06232 . 00 � - � SCI PROJECT # 04- 187 0 � I U � I LL � i0 n 12 i3 i4 I5 I6 r� I8 �9 20 2I 422�-2Y� OVERALL 27'-5Ya 8'-10�/a 18'-3Ya 24'-4Ya 23'-11Yz 18'-11Ya 5'-5Y8 13'-7�/a 13'-6Y8 5'-6�/a' 21 '-10' GRID TO GRID � � � • ' � Qt"Chlt tS Q ° � � � � � � � � � � � � oc o �1 � 11 '-O' 11'-O' . O � 2'-6' 2'-6' 2'-6' 3'-O' 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 3'-O' 3'-O' 2'-6' 2'-6" 2'-6' i i q - - - - - - - - - - - - - - - - - - 2301 BLAKE ST , STE #100 ' Q Q T Q Q DENVER, COLORADO 80205 � � 2 -6 O • �� � - - - � � � - Q 2�-6• � ^ 303 861 8555 F.303 861 3027 ' M , � ' ' � � I I ' � T N � � � - �I - �I - � � �� - AZ I � � Il � I � i , ' ' , � � f 0225 MAIN STREET UNIT C101 � , � S I 5 I S I W I S AZ CE T S I S I S S T CE ( S W I S I S S � EDWARDS , COLORADO 81632 'v Z Z Z � Z 970 926 8960 F 970 926 8961 ' � Z = 5'_g• � 5 i S i 5 iW is T p � � i i � � � T � S W icJ is � 5 = _ �t U � U 't' '♦' 'f' '"f"' � � GE � T � S � � � 5 � T � CE '�"'' '-�' '♦' '—I—' U U {— 1— _ _ _ e� e�--r r-I--r � r-I--� rF� i Q � Q i i '0 2'-6` i i 2'-6Ys t i i Q Q � � � 1 ' 10' I 2•-6' 2'-6' 2'-6' 2'-6' 3' 3' N 4'-OY' 2'-6' T i i i � i i _ T 4'-OYa T N � ._�. � � � ' T 2'-6Y8 0 1 -1 - � - � � r �t T , i i i i i i 2� 3� i T S S W ,' i i i i i � � W is i5 i B - - - - . - ' - - - - � '-3' , . •Q .� �o � � T i� � � _ ._.i_ _ _t.._ T i m p i i � T T_ i� . F ;o � i ;� I U N � � _ � _ � � AY I m Y � T .m i i i i i i _ T ,� '-3' 3' A 2'-6" 2'-6' 2'-6' 2'-6' 3� 1 '-10 -� - . 'o- � iA S 5 5 5 U S S S W X CE � T � S IS IS � rT�CE S S S S � i iU � i i5 i5 i 5 i -i _N � � .� � . , F . S • A A �K � 2 6 7 -4 , � ` - - - - m - - - - S 60 � S in C` i . '�o b S _ 4'-5' S'-43/e 5 'O , � i i i i i gp � i i BD i i � i i�� gp T - - . - - , -� ,� 2,_ , p � � � S - - - - S O T I I I I I T � � � _ � _ � _ � � , - T I I I I I : S �� _ 3'-3 _ S _N p 1 - BO T � i T i T � qY 5 S S S � i i i i i � ( CE I T I S i S � S � S I T � GE i i i i � 6 3' 6' ' O' 2'-6' 2'-6' 2'-6' 2'-6' 2'-9' A X m � BD � T �1L AB N 5 5 5 S S m 5 S 5 S N S 6• � 6'-7Yz � � � � B� 3'-O' � T BD � � S BC S S S S i A'Z '-6 � ._� � i � O S t r u c t u r a I � � � � � � � � � � � � � T - i i i i i i S i in �`�`; 2'-23/q T 3'-3Ya T �m � C o n s u I t a n t s 2'-6' T C - 2'-6' 2'-6' - � Q ' m 2'-4' - , - - - - - - - - - �_ � _ - - - � - - - - - - � �3 - - - - - - ,o _ ,o � T Ti� i i i i i S � T � i i i � I � � _ � � _ _ _ T ( N S � S 5 'c� Incorporated T S S , T 3'-10 3 ' S ' S S � S S 1 T S S S S T T S S S S S T �� � � ST - T - �� � � E T I IS IS IS IS T �'T S S � ��► � � � � � � � � � 3 4 0 0 E. B a y a u d A v e n u e 3 0 0 BO i i i � /a .� AY � � � � � � � � �S �S � � � �S � � � � T BC S S S S T S ^ U S 5 BC S S 5 I �o� J99— � 1Da4,/ FAhC JIOJ ��8�9009 'N T T � � � � T � � ' I � Q T i i i � � i i i T � 1 � ' � � � � � � gC ' S • S , _ � S � � ) Email InfoC��sa�denver com �. 2'-6' 2'-6' 2'-6' 1 T T 1 T S i �m , ,o � r � ��� � � ' ' ' � _ � I I I I D I' �}�' � Q � r T e SCI Job Number 04- 187 � T T iy �� `�,o GE 2 -6 Q� i i i iQ i i .° CE i i i iQ� ' � � � � I � � �O � I I� � I I �� I I -' T -� i� _ Q �o � 1 i _ 1 S i � 1 T i i T i i i i irl i� GE i_ i 5 i i i i i _ i T i N 'cv T � � ISSUE/REVISION DATE NO . BO BD T , � S BC T N 3'-O' C 3'-6' '- 3 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' p T I 5 I W I T I T I GE � E y T 5 I S I S 5 GE I CE I T I T I W T �- ' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2' ' 3'-6' '-O' 2'-6'� B T T T C� T p S '� . . , ., � ; � • - . . •, , • , . , . m m ; , ,; - , , s ; , , ' CCD #33 19JUN08 � i � � � B , v � T p T S .; ,• . • . • • . • „ �, i i � i i gpi . _ + . . ,. ' ; = i � � � _ � � � _ '> i ' CONSTRUCTION DOCUMENTS 08AUG08 T i� i i i i � � _ � _ i i � i i 4 -O' I I I I �f I lO i p - - - .. - — - �- - - - ; - , — ,— - - - � ' - ,,. _ ..,,,.,,,,,,_ _ � � Q i '• � ` AZ ' AZ � � � � CCD #41 18AUG08 � • BO � BD � T T S � S � BG � T gp �; �i• i S S W S S CE T S S T CE S S S W S 5 � ; B T T S S T T v 5 :. : I y• TOV UPDATE SET 10SEP08 ^ T , � , � � � , •r � S � T , � � � � ' "•} � I I I I � I B°I � T � -� 3'-6' 2'-6" 2'-6' 3'-lY2 2'-6' 2'-6' 2'-6' 3'-6' . � � � � �J � � � I t• s � . • . ; T � 5 � W � T � T � -� GE T iS � S � S S T CE CE T S W S T , r i i i i � � BO � BD ' T T � 5 � 5 � BC � T � BD . . ; . ., . , „ . ' ; _ •., , C AZ AZ • — � 4 } � � � �v T . ': i > . , : . , , B T T 5 5 T T �S •, i i i i i i _ _ _ _ ' T i i i i i E - _ - - - - - - - �- - - T - - - - - - � D � i i i i i ,} 3 _O. � -I --I - - - � I- � 3,_0. 2�-6' 2'-6' 2'-6' 2'-6' * :; T i I p � '� BD • , I � ' O I I I I I � � B p i i i i i i -O' 3'-O' , •. i i i i � i i ' .• , O � BO -N 'N T i T � 5 � S � BC � T ;_ , � _ _ � W W _m D T S 5 T D _ _ '` B T T S S T T BD '� IS F - - - - ' ' ' � y ` • � , . '• :; _ _ _ _ _ ' °: .. • ; . •. ;, , - � S � � T � T T i W i w S 4'-O' 2'- ' 2'-6' 2'-6' '-7Ya 2'-6' 3'-6' 3'- ' 2' 2'-6 "� , . , • 5'-O' 2'-6' '-O' � '-O'2'-6' S'-O' Ys . - - - - - - � _ � i � � 3'-OYa 2'-6Ya i � 2'-6' 2 -6 � N �o � OY' 2'-O' N BD � BD BD � i BC 3 -OYa . . . . . . . . N ' 2'-9' 2'-9. 3,- � � � �O BC i i , , � 2 -9 '-3' 2'-6 -O -O 2 -6' '-3' 2'-9' 3 - � i BD � U � BC � � BC � AY � U i BD T 3'-7j. 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' -6' 3'-7' 3'-O' '-3' W W �'- - �— � - -S -�S - W W 2 -O 3'-tYa � S U BD S �-.�, r}-, �-, 3'-O' 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' 3'-O' S T BD U i S � AY i i AY , i , G qY T S 5 S T S BC , , , , BD i i i _ BD _ i i i _ BD C BG S gC 5 5 5 S T . , , , , . , . . 2'-6' i i i i i i 2'-6' 3 -O 3 -O � .0 2 -6 2 -6' 2'-6' '-O' O 2 -6 2'-6' 2'-6' 'O P4p REGISTF9 � T I S I BC I , I BC i AY �S T BG 5 S 5 � S 5 ;� � BC B S T 'c�, I _) I_ T _ I I I _ T _ _ S �Q � � "� � , �pQ:�p�OY B,qq•.FO T I I I I I I m i i i ' • � � � � � � qY io � S S 5 5 S C T S 5 qY 5 S p Q �r ' ' . 1 O O i i i ; i i i i i in T cn i i T c� c, �v,k, ``�9 : i � i � i i 5 BD BD 5 � Bp - Y - - - - Bp � � � � � � T � I ( ( I I 1 BIG N X I I m m I I I S N I ( I I I T i i i i '-O' BD A � BD ;n S � �v � i i i i i i � S S S S � S � � BG � , , , , , � � . . , . . , , � CK iBC i5 gG S S S S T 'O i i i i i i i i 'O ; ;c�, H � A� � - i BC X � S i S i S i S CK - - - - - -�—t2-=�-��-- - - - - - - - - - - - T S S qY S S A9�' ••' �� �r� . . . . • SSIONP� 6�j-�G -o � � B AO 8') AO (8') AO (8') S T O ' • • �, T _ AY ' - � - - T T i i i i i '� i � S � Qj •� - - q'-q' i T 9'-9' Q :o i � i i i i T S S S G T A , � � � � , I I I � � t � � i � � in 5,_8_ `� T N I I I I �o i i 1 i i � I I I I I I I I T �o BDi +- -� —� - -+- - i r � - � BG X S S S � BUi i iBU U � � S i5 iS � S � T ' S S S S B� � T � S � S � � � � � � B� N . T S BC BC AY S i in = 5 5 S 5 B U I � � I M BC � S AY 5 S T . � 2'_�.�y�` , � _ AY _ • ' , ' _5 =2' T I I I I I o T � m - _ '-O' 2'-6' 2'-6' 3'-1 ' 2'-6' 2'-6' T O I I I I � T A in L E V E L 7 E N L A I�G E D � B� T T T T ' S X � S � S � S � X X S 5 W 5 -8. W 5 O � � � � 5 5 � B C � T T T m o- X W � T i5 iW � S iT T S S � � � i i i i � S v Q ^ � � PENETRATION PLAN AREA � ib '=1 '-O' BD I 2'-q' 3'-O' �2'-6' 2'-6' � 2'-6' � 2'-6` '2'- '� � Bv 2'-6' 2'-6' 2'-6' 2'-6' -6' � 3'-7' � � , o- S � Q NOTES• � 5'-5' � T S X S S S �X X S S W X � � � � Q � � T 2�-q� � 2�-q 1 . RE• S2, 40 FOR ADDITIONAL PLAN NOTES. 2'-9' . B � i i i T S T � • 2. RE� S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES �J - - - - - - - � - - _ _ _ _ _ S _ S S BC _ _ m � i T X i S i S i S X i � 1 3'-O�'8 i i i 3'-OYs � i i I� `� - - , - - - _ i i i d - � - - - - - - - - ' ` � � � - � � � �- - - � - Ql =;0 2'-6' :0 2'-6' � O � � � 'c� i i i i � � � 3'-O' 2'-6' 2'-6' 3�-1 ' 2'-6' 2'-6' AY �;, 2'-6' 2'-6' 3'-t ' 2'-6" 2'-6' 3'-O' -� � � - S S S S S S AY X S S �W T T 5 S 5 S B m (q•) C ' � T X � � °� � i i i i � ;o � 2'-6'� 2'-6' �2'-6' i2'-6'� -6'� 3'-7' T S S W S T T , T _ � 1 `0 1 � `� 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' 2'- � X , . . . , . , . . . ' . . . , . , . . . .. `� ;V �2�_6•� 3•_3• � 2'-6' 2'-9' — — 3 -O 2 -6 3 -6 2 -6 2 -6 T N 2'-6 2 -6 3 -6 2 -6 2 -9' �o � - - - ' - - - - - - - - - - - � - � ti � - T �� � ' � S T S ' S T GE i CK i i i ' i i i i i CE m m � w � — • � � � i � "'' . � � � * 6 �o � -m�' X X W X Q1 X � 2'-O' S � S 5 � 5 S 2,_0, . � � � � � � � � - - - - V V 2._6. - - � - - 2._6. 1 , O > M _ _ _ _ � � s _ � s s s _ � _ � - - - - - _ _ - ' _ - _ - � - � - � � > CK V S S S S C S CK � T C W W W W � CK i5 ' � � � � O Q '� -�-�-�- �- -� BD O � S 5 S S i i i S i , i _i i _ � S S� _ J- � `O � O � � �o � � ' � I- � - i - � - � - � - 3 _ i t — � 5 �o i T � � � � N _ _ _ i� i i T i i i T S T T 2�-p• _ _ _ _ _ _ _ 1 X T S N T T _ _ _ � � � p 2'- 2'-6' 2'-6' i i i i i i � O � ' 'm �_ • 2'-O '-O' T m T � � w O W � G i T T � i i i i i i i i '- � -J L.L o N � I I � I I I I I I � Q o 0 � � 3'-O' 3'-O' i i f i 3 _O. � 3 _O. i i � ( , A/ � � (� � L.L. P - - - - - - - - - - - - - - - - -� - - - � �. _ 2'_6• 2'-O 2'-6' 2'-6' 2'-O' � J W — � � : � Q — � � + � � � � � � � � � � � � � � � Q .,� ° � � J � � � � � � � � � � � E � � � � � � � � � r .. � p - - - - - - - - - - - - - - - - - - - - -- - - - � � w -` --:_ y- -_ � � � � . � � y e "" � � F= � ' i � � C � ll / _ , � � a ` ' � � � ' .� � -� � i � i i i � i � i i � � ----- - � � � � � � R - - - - - - - - - - - - - - - - - - - � - �, � � LEVEL 7 ENLARGED � � � � � � � � � � � � � � PENETRATION PLAN Q � � - - - - � s - - - - - - - - - - - - - - - - AREA #3 Q M , �I , � ' � � � � , ,� � � � � � � � � � � t � � PLOTTED MAR W ^ � � CHK'D BY JRB � p � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � p 2 3 4 SHEET NUMBER. � J I � 1 I I I I 1 1 1 1 1 > T - - - - - - - - - - - - - - - - - - - - - - - - - � � � 0 � I � 5 ■ � _ D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 N � O � fJ 21 22 23 24 25 26 27 28 OVERALL 21 '-10' 19'-1 ' 19'-i�/a 23'-10' 16'-8Ya 19'-OY2" 15'-3Ya 7'-4' 4'-OYi GRID TO GRID � 19'-6Ya 2'-33 ' g'-4 ' 2'-05/ ' 8'-83/a 6'-tYa' 4'-7�/a 8'-4%8 6' '-8�/s 8'-8Ya 11 '-3' '-8 14'-93/a 1 '-103/a 4 '-45/s 14'-7�/a 15'-3Ya 6'-tOYz 5Y2 4'-OYZ' � COLUMNS � � � � � , � , , � o ' • - � Archit ts � oc I � II � I I � � I � � � � ! � � � I � � OJ I 1 I I � I � I I I I � J {- Q � I I I I I I I i I I I I O � ll� OC � 1 I I I 1 I � I I I � � �` O � p' 2301 BLAKE ST., STE #100 � d' �t i i i � � '-9�/a i l '- %a � i � DENVER, COLORADO 80205 � � I � i I I � I i � I h r r I � 303 861 8555 F 303 861 .3027 � � , +� W � W � � � � � i � , � i � MEMBER FRAMES � � • 0225 MAIN STREET UNIT C101 I �� I � � � I � EDWARDS COLORADO 81632 J � J ��' W16 � 26 � I I I I I / � I b�1� J�O S�TE RE� RROOF m , 970 926 8960 F 970 926 8961 _ _ � ( 72'- -) 56.01 iW16 x 26 � I i i � PLAN. RE� ROOF � � U U �12�-5�� b � O� i ' � �8 FOR S ► ZE AND I �p F- � S6, O a'• � I � I � I + CONNECTION Q Q •m A, i i i i , �p i � i ' 0 �s DETAILS i � � � _ 172'-1 O - - - - � - -� - - - - - - - - � - � E- - - - - - - - - O � W18x3 � , � Q - - - - � , � � ��+ 172'-1 O' � � I i Q4 � mc�v i 4Q 4 � ! i i / �+ , i `�s i , �j in � �• � i . Q � � o, I - S-2 Wt8 x 35 m S-2 - � � 3 � 2 ' 6, e � �h 4 35 • � W18 � - *� � � - - i - � \ - I - - it �' 6" S-2 W18 x 3 4 S 2 � x 35 ��+ � � � , S• +� � ��Q � ' � .3 Wt6X � ' I . � I I n� 56l .�� 6.03 � W16 x 26 � 4 'n dr 4 '� (172'-5 ) `r i 1 ' ? • . � \ � , (172'-5') " - - „�h W18 x 35 S-2 - - � - - - ' � ' - - - - � � _ � � . ,� �� - - } - ' - -�' - - - - - - - - 1� S S-2 . S-2 � . �f .S 2 . 5 S- N 3 I 1 � ! \ . ,n cn i + v � � .�,3 i N L6 x 4 � LLN � i 1 i q�+ cp + i . W16 x 26 � ����{.. 'n ,4 �'�. � � � .^ �� xo STON RELIEF � �j , y>� �'",s F� "'S . � 'c1 (172'-5') 4 � `''S Q' I Q I 3 ANGL / I .}."� O� 4 �.` \ I crl ;o / . i� . 6 S-3 I I i , � - ���p � ��-�- � � 2 � +�� ��� Y � EE ROOF FRAMING Wi8 x 35 W18 x 35 W18 x 35 � �� �' � � � �� � \ _ I LAN FOR SECTIONS 307 � W18 X 35 i � � � ,o - - � T - - � ` - - - � � - i - -`� � - - - i \ i � A'f�XTE12fCSl� - - - , S t r u c t u r a I _ L6 4 x 3/a LLN - - - 'm` - � - - - � � _ ' _ +gh �L�� ALL - - � C o n s u I t a n t s � m AN LE • � 3 ' � � Incorporated ip x� .� cp � 2 � i �j ���� Qj 6 , 1� �y�� � S ,y%1 o,�'a 1� 6. � S � � Sb.01 ��+ h ( �� `��� +.� `S '� � Qi � ` � 3400 E. Bayaud Avenue 300 5 � W18 x 35 W18 x 35 W18 x 35 I � �L Denver, Colorado 8�209 wiax �o i ' 's fp g yr � � � � � � ,� I � � � � I +�,s V �' s �+ 3-#6 AT SLAB � � � r (303) 399- 5154, FAX (303) 333- 9501 4 X k X F � X � i Wt8x35 _ � � _ _ � _ � _ _ � _ !y 8 _ S . _ _ �_ MID-DEPTI-I _ _ � i � � J�� ���� � Email InfoC�scrdenver com SCI Job Number: 04- 187 i\ W . c0 ; c0 � � �G ,O� � b - - � - G �� - - - - v ^ � c0 � 0 . N � � � ��yp � � s W18x35 ��"� �O N �O ISSUE/REVISION DATE NO. W18 x 50 LIOI 4 , . i + 1 + O , i � � , W18 x 35 W18 x 35 �� Wl O X 26 � . . ,��' - - J - - I - ��� - 4 - - .��� � � ��' . a'• � ��� - - - - - , - I ` - , ,�. � - - - - - � CD PERMIT SET 01 OCT07 ` , / � 8 � 5 h �L +� , b O � i '� � �o � � , +S� �G �2 �+�,, � �0 ,��_ �; b -N STRUCTURAL CDS 01NOV07 _ �s-- - ' p 6-; , b+ Q i � i �� D TOV RESPONSE 12DEC07 Qj � � `U E (� t .��I A � P 1 1 � i Wi8 x 35 [15] ,=, W18 x 35 W18 x 35 �• W18 x 3 in �b+ �,� �h �b� 5 �L�� � • I � TOV RESPONSE 11 FEBOS � . � cn `o . 'n 6y. , a� Q� �o �C' ,�q�+ 13�a� Q 5 �? !v � , � '� i� Q � � � � A � � CCD #24 23APR08 Q � � 4 � oxp -,�'o � � . � ro S- W18 x 50 ` _ �� 4 i � 1 ry\ � 3 3 W18 x 3 [15 W18 x 35 W18 x 35 �O � +/ `,r � � � � � �e � ` 3-#6 AT SLAB `�'� I Q LEVEL 7 EN� ARGED PLAN AREA 4 ,8 -� -o- _ _ _ _ _ _ _ _ . ,O � - MID-DEPTH i _ CCD #32 18JUN08 4 , ._ . � � W12 X 22 W18 x 35 . � � w1A x �,o _ . I + b � \ �� � E CCD #33 19JUN08 Q NOTES � , 2�-6• � �: � S � � + • • 4 2'-7Ys' p 2i. c4,� �� � � a' � 1 . BOXED NOTES �� INDICATE A TYPICAL CONDITION UNLESS NOTED OTNERWISE. 6� ; , `��, v' � � � GO � �� � � i � � CCD #36 23JUL08 Q 2. TOP OF SLAB ELEVATION = 173'-O', UNLESS NOTED TNUS• �O°� -�� � W18 x 35 15]] W� g x 3g W� 2 x 22 W� g x 3g � ' � F• . � 'n �' - - - - _ - - - _ ' - - - ' _ - - - _ - - - � - - - - - F CONSTRUCTION DOCUMENTS OSAUG08 3. TOP OF STEEL BEAM ELEVATION = 172'-7' UNLESS NOTED THUS� (XXX'-XX') 'O 6'- �8 � ,� �q �, � �� i - � 4 . <X'> INDICATES GAMBER OF STEEL BEAM. � � � ' � � �„/� ' ��� 5 \ �� , , TOV UPDATE SET 10SEP08 5. PROVIDE 3/a' � X 4' H.A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED TI-IUS• [XX] WNICI-I INDIGATES TOTAL ' Q r � ' � ( � , E 4 OFFSET � i D � i '` � I i ; ; NUMBER OF STUDS EGIUALLY SPACE I-IA.S. ALONG BEAM UNLESS NOTED OT4-IERWISE; WI-�IERE NO STUDS ARE n 4 r 6•� S• � OLUM \ ,��a i �o �o ^ 4 INDICATED PROVIDE 1 STUD PER 2'-O' OF BEAM LENGTN � � �s 1 � � � � � ,0 � ox W18 x 35 [1 Ol W18 x 35 W18 x 35 TYP. 3 9 • � • x 5 W10 x 12 c4 a io 6 �� INDIGATES STEEL DECK TYPE AND DIREGTION OF SPAN (2-SPAN MINIMUM) RE• SI-IEET S1 .00 FOR STEEL DEGK - - - - - - - SGHEDULE. � � m � � 3 , '0 3 X � � �`S � 10 � � G �0 REG/sl 7. RE� S4-IEET S1 .00A F O R S T E E L B E A M G O N N E G T I O N S C N E D U L E � , x6' 7'- a ' 4 /a '5'-9 /4 x Q • � . • I • Q�Q;. • • • • • • • . F � , . 5 � + S 6.0 4 h � . � . p;O Yg . 9�. in io 4 -9 8 � � � �,; � q °•. O 8. �� INDICATES A MOMENT GONNECTION, RE• 1 , 2. AND 3/S6 00 W� g x 35 W18 x 35 Wt8 x 35 � 3 X � X m i ro � i �p ^ v0���Q 9��.• 9 RE� S3.00, S3.01 , S3.02, S3.03, AND S3.04 FOR GORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY . � i ? . � � ; o � PREGAST SUPPLIER. � � TYP. � � � , S� � W18 x 35 � �� � � I � ; 5 � 10. 'SC" INDIGATES BOLTED GONNEGTION AT STEEL BEAM TO BE SLIP CRITIGAL. � ■ _ ^ _ 4 � _ _ W� 8x35 _ �° i� � _ i � � '� _ _i _ _ _ _ _ _ _ _ ,o:• •; � . � 11 . COORDINATE SIZE AND LOGATION OF FLOOR DEGK OR PRECAST WALL PANEL PENETRATIONS FOR MECHANICAL W18x35 � S6.01 ^ � 4 ��, .� m � �'�y � � H �p • .�• . . • • �.��� DUCTWORK WITH ARCHITEGT, MEGNANIGAL ENGINEER AND SUPPLIER. � W18x35 W18x35 S'3 W18x71 �, � _ X 1 ry � � F �� ro �I �, sb.o� � �o SIONA� � �-�o - a � �ocK v '� '� �p � � x 5/a m � � co 6,01 � � , 12. ---�- INDIGATES LATERAL LOAD (SERVIGE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WNERE PARALLEL TO • 4Q x � . , �. tn x6 ;o d A WALL OR CONCENTRATED AT A PERPENDICULAR CONDITION, �O c0 � � 'n 3x N�'S .� p,g�v� � W x35 ' 3 I � � W16x26 13. RE� SNEET 51 .00 FOR LINTEL SGNEDULE AT OPENINGS IN WALLS FOR 4' STONE VENEER. � � W18 x 35 � y� g x gg � '� �18 x ,�5 � ci� �'- � Pj/��j8 x 11q i � � 8 x 35 � W18 x 35 W18 x 35 5��5, O , 14 . PREGAST SUPPLIER MUST COORDINATE ALL OPENINGS REQUIRED FOR MECI-�ANICAL, ELECTRICAL AND CONNECTION �- '� - - - - - - - . PLUMBING TRADES. � Q TYP. . ,P � � W18 x 35 , v � 5 RE� 15/S6.13 � „�. i0 G i m � � 15. RE� 51 .01 AND 51 .02 FOR COORDINATE PLAN AND SCNEDULE FOR COLUMNS NOT LOCATED BY GRID TIE ' S601 CONNECTION � V? T '�,L I -� ;� i � m .o x `r W18 x 35 U W18 x 35 RE� 14 S6.13 p O d' � : S6.01 ;� �., 16. Q INDI CATES STEEL COLUMN, RE� SCHEDULE S1 .04. � � g x 35 � 8 x 35 -- W18 x 35 c� W18 x 35 W18 x 35 �N18 x 35 X �n 17. TYPIGAL COLUMN BASE AND HSS POST TO GIRDER DETAILS, RE� S1 .01 . . ,� � m � m GONNECTION . � ' � I , �n �n � � 18 F O F L 5 O � x m x RE� 15/56.13 m m • � � � ,� m m m � �- �4 x � m x � m cA m x x x 3'-6' 6' 11 Q ' . .� . . [0 � �o °� � c0 4 M � X i � c0 a0 Q cD 1q �� INDI CATES CONNEGTION TYPE 5-2 WI TN 2 VERTICAL COLUMNS OF BOLTS. � 11 -10 4 -6 � y� g x 35 � W18 x 35 � W18 x 35 1O � � � � � W18 x 35 `� � W18 x 35 3 3 56 03 � 20 AT LOCATIONS MARKED 'S-4 SIM.' USE A 3/a' END PLATE W/ 8-�ib' � A325-N BOLTS, 3' SPAGING AND 1 %z' EDGE 12 W18x35 t 2 :� }- - ^ ^ ^ � DISTANCE. S6.05 N ; ; ^ � W16 X 26 � � � � � � � � _ _ _ io ' io (172'-5') - - - � - � i W18x35 � - - , - - - - - - - . - - "' - - - - - - - � K Wt8x35 \ W18x35 W18X35 W18x35 m .N • ' ` ►Cl C m �1 � t � � � � V � 56.01 m m • 6 5 53,0 -�'r . "� '� `� � ^ � �0 4 �o m cn � x ro .� S5 01 S5.01 O O r W18 x 35 � �^ � 12 O , 56.05 � � � � _ � W18 35 � W18 x 35 � W18 X 35 1 '-1 O' O � . k � t r . , w - - � - - W18 X35 _ _ :�` _ _ .- � - � m - - - '' - �n L > � L.L � . " 3'-4' 18'-2' 1 '-O' • ! � � - - B � �i ^ 30 � m b- x Q � W � � 1 '-O' 4' ;n 1'-11 ' ' � �o � � � '�o a0 6 i m � � 7 * � 3.0 5 � ' `� W18 35 W18 x 35 W18 x 35 � � ` - - � S5.01 � - - � ' - - - - - - - - - - - � � � � W18x35 W18x35 SIM. ;°' t � W18x35 � � , - - - W18 x 35 SG . - _ - _ _ - - - ' _ - - - _ - - .� - - - � M >` O O ('�^ ; . • a • , � , . • ti . • • , " ' - ;0 � it � / � ` N • OF SLAB x � � x N � � 15.6 , � Q 5 NSS4 x 4 x y4 W18 x 50 W18 x 35 "m - - - - - - - - - `� 'd O Q � � �' co , ,N A -- r 55.01 POST TO � i i i `O � Q `� W18x35 STAIR LANDING SIM ROOF W18x35 _� � � � ��� STAIR SUPPLIER N Q Q � � 2 2'-03/a � 1 '-11 ' � ' 3� � J O � � L6 x 4 x . m W1 g x 35 ' S6.01 ' LLN STONE �' X S6.01 2 � 2 � p � � �1 RELIEF i. . � 4NGLE . � �12 n � � 3 c� n� � � � c� n� � � O � LL � W12 x 19 W18 x 35 �O � W18 x 3 U 72'-5") - - - - - - - - - - - - - - - - , - - - - - - - - O O x � x �- U � (172'-5') � � � T � r � � 6' 19'-1 ' • 19'-1 %a 6. L6 X 4 x 3j8 LLH � W18 x 35 . 3 3-#6 AT SLAB ;a �/ J � _ _ _ _ _ _ 0 STONE RELIEF MID-DEPT�-I ' P � .� � , o � ° s6., 2 - - - - - - - - - - - - � - - - - - - - - - - - - - - - W -� ', sb.t2 � - (n ! • ' i i »z�-� o• 'O -N W18 x 35 `� r Q - io �/ L6 x 6 x 3/a STONE W16 X 26 � S6 01 i REL EF3/ANGL�EE � i t E i � � � RELIEF ANGLE (172'-5') COLUMN SLOPES COLUMN SLOPES • r � � � q RE 3-D MODEL RE• 3-D MODEL �^ J 6 Ol FOR GEOMETRY � FOR GEOMETRY � O S6.01 � VJ , ' p . � i i E t � � i � �y y - _ � �a . .� � - - - - - - - - - - - - - - - - - (� s b E �- `, � ' r `� � @ � - ' . � - - ---- - - � RE� ROOF � � FRAMING PLANS � � , I [ f i 1 I t � �1 � � �0 � � � - - , - - - - - - - - - - - - - - - � Q � , . LEVEL 7 � �' � ENLARGED PLAN 3 4 I I 1 1 1 1 I � v � - - - - - - - - - - - - - - - -- - - s AREA #4 M � , 1 � , � � � I 4 0 1 ! 1 1 1 1 I 1 a, . ' PLOTTED MAR 0 F- � I W r � � CHK'D BY JRB j w � ¢ � G � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � O 2 3 4 SHEETNUMBER � J i I I I I I I I ¢ LL - - - - - - - - - - - - - - - - - T Z . �I o � 5 ' � _ D . P .A. PROJECT # 06232 .00 � SCI PROJECT # 04- 187 .� a � U i L1. 21 22 23 24 25 26 27 28 OVERALL 21 '-10' 19'-i ' 19'-1 �/a 23'-10' 16'-8Ys 19'-OY2' 15'-3Ya 7'-4' 4'-OYz GRID TO GRID � 0 � • � � QrChlt tS � � � � � � � � � � o Q o °C a � W In / V 0 � R A 2301 BLAKE ST , STE #100 � Q � DENVER, COLORADO 80205 � � � � � � � i � 303 861 8555 F 303 861 3027 � � � � 0225 MAIN STREET UNIT C101 EDWARDS, COLORADO 81632 Z � Z . 970 926 8960 F 970 926 8961 �O 5'-O' F; ��- � _ _ �� • U U , T • ,b � s �o • `1' 9� ,b � / . S T ��'- �'- � � i 1 1 . � � s � / s t �' { 1 � � � ; � 2�-0• � � ,b � / , , � 9' 2'-6' 2'-6' 2'-6' `y � ,� `L � �` , ' � � v�. '� 5 is CK � S is iBC � � '1' . S' � � � ' /�� — 3'- w � . � W -O' - - � \ - � /�� `�� , - - - - - B S S CK S BC � S ' � � . ' S ���,. '-O' 2'-6' 2'-6' 2'- / , . ,� S , T 2'-6' 2'-6' 2'-9' . / D� S` � � v'. i S S 5 �, , BG S 5 t ' / R � � d. / � S �O. � i � — � `� .�b '9� � � /�j; S tS� . � 5 -1 O. 0 . . ._3 � / / � �0 � C � S ?� 2•-6• P '( � �' T � 5 �G c� 2• S ' � S . . � � , 2 �6 2. S` 6��• ,� • . r�'E� �.b � d' / i .� / \ S �� 6• �O O , ' / , � T �1L , 5 W6• r `o• T T rT � ' '� ry � � ?�9� � / � S• / � / ` \ / / ` \ , S `�F• ?; , � � d` , ` V ' x ` ��� � � BC BG T � 3'-O' T X W W gC BC ! . 6�: . / ;b � � �` \ \S � S '� � i i S t r u c t u r a I T 3'-3Ya T � i i i i i i � i i i i � - - - - - .� , , �-, ,� s , Consultants � . c S _ _ 5 N 1 _ —L _ �— L T� _ � _ _ T i i i i i B -� - - o - ' � / . 6'. \ S S . � .� S - - - - - Incorporated � BC � S � S � S I I I I 5 S BG X W W BC G - � � ' ,b e , `�� 3 4 0 0 E. Bayau d Avenue 3 0 0 � W BG BG � C � -� `�.� � /� , - iQ - ,�ry e � � . . s , � C�o�) J99- � 1D�4,� rAh (�o j ��$ s�o9 T � • 5 - � T� - � - ' '- � _ T I I ( I I ! � � ` � , /' 3 c� \ , �y S ' ' ' � Email InfoC�lsci-denver com , S� / yS` �y � SCI Job Number: 04- 187 �< �� v � i� T i i i i T i i i i � T i i i i i S �J� / • � � � - / �` _� T C� T o t I I � � I �I I I I I I s� / � s ` . ` c� ,�- �p ISSUE/REVISION DATE NO . � i5 iW � gGiBC i5 iS S C� IBG i i i i i � S� � ,�b S� S. , ec . ` � CCD #33 19JUN08 � � BD� . _ �_ _ �, �-�I. S ` � s S eC � d. '�� � T T T • � • ' S , �l: �O ' CONSTRUCTION DOCUMENTS 08AUG08 � I ih i i _ i i i _ i _ i_ �_ _ � i i i i • �� � \ ` �` � �, � (� � ! � _ � _ .�._ � „--- - — , --- . ti - , - - ! , - - - � � S S T T v S W gC BG S S S BC X W W gC ` � � / �';9� �, . � � CCD #41 18AUG08 Qj I � I BDI T _ 5 _ �'�� 5 BG T S T � S � � � ` ., TOV UPDATE SET 10SEP08 S � � �o i i i i � i � i i i i i i i „O � � I � � i N T �5� - I gC-� �'� - � - - - S I +' I I � 7'-O' � 3'-O' � 3'- � 3'-O' � 3'-O' 3'-O "� • b e ' �o. 5 5 T T W BG 5 S 5 ` � • 'L � X � C iT is � S is � 5 � T � � h b -� E � � I � i i i i 1 i i i � i iW iW i i � , - ' � �, - - - - - - O � S 5 ,T T BD o I S I W I BC I BC I I I ( X I W I W I �G I G J`�Q. T 5 S S '� ` �,, `6��, � ` �6. � o - - - - F '-7Y8 2'-6' 3'-6' 3'- ' 2'-6' 2'-5' 2'-9' 3'-O' 2'-6' 2'-6' 2'-O' 3'-O' 2'-6' 2'-6' 2'-6' � 4�_p• � 3•-p• � 3�-p• � 3�-O' � '-O' 3'-O' m �6. �6'• � - 2'-6' 2'-6' �o �• �� ' � � . , . . , i , . . . . . . . . . , . � . . . , . 2'-O' 2'-O' � 9'-6' 2'-6' 4'-6' 3'-6' � i Bp . 6. • � � i ; 6 -O '-O'2'-6' '- 3' 2 -9 3 -O 2 -6 2 -6 2 -6 2 -6 3 -O 3 -O 2'-6 2 -6 iv � 6• �'; � � � S U BD T 5 5 S T X X W � W i T �o BD 6. � �b ,�1� ^ S AY � , AY , , , 5 CK , � :�, a . ' �-- - - - - �' G 6' '-O' '-O'2'-6' 2'-6' 2'-6' in f-� I I � I I I T O I � m e �6� � ! ^ �p REGISrF9F � ' D �Q, �� . . . . . . �� i i i i i i � i i i a- i i � 6', p � �.��� P�Y Bq '•. O S � � qY S S T � BG 5 S S S S � X W W W W 5 � C Q � �,` � o��``?�' R�'`"9: A , "� C IG Z �'S. � BC 5 S S P S 6� � � � i � ; ° 3 ; i_ i i i i i B� � i � i i i _ i 5 � � 3�-1 %a 2'-6' 2'_6' 3'-6 � _ ,_ _ ,_ , �� _ � - G - - - - _ :. �; � 0.� ' '� S qY S S T BC S W S S S iX iW iW � 5 � 5 iS C 4'- � '-3 I I ' �` ,h�`�' H A90,c• • . . . . . ••���� A T 3•_ - 2'-6' BB BB BB 4'-O' ' O'2'-6' 2'-6' 2'-6' 2'- 3'-10310' �� 3'-6' 2'-6' '-3- F SIONR�- p `� ..� p _ ag . I I I I T �o i i i i i i � ,_ 3'-6' � gg S S S S S T S i i i i i i B� 'cv O 3 1 %8' B6 BB Tr S � AY S S T . BC S W S S _m X w W 5 5 S BD �i , � , , W �p � T 5 � � � . � � 3�-O� N I I I O, � i�n 2'-6' in . 0 � ��O i i , �� �Q �0 2'-6' 2'-6' 2'-6' 2'-6' . i T i � A T T :o ( I I ( I S I -^ X W W S 5 5 3 B , � g0 A �" i:� T , BC � io � S � S � W � S � S � X CK S S W W S T O IT S � c S S O� S S W S � 5 W W 5 IS IU N i i i � . � I BC I I I I I � BC i i i i i i i S i � W w � � . S S � 2 _q_ � � � � � � BG � � , � � � BC m I I I I I I �I B� N � I I I 2'-6- , , ' � � � � � � � , � �, � m BG � � I S I S I W I W I S I X X W W S 5 S � C K , S i S i W i W i S i T � �G S W S W i S S W W S i n � IT S S 5 5 � S I I AB LEVEL 7 ENLARGED � - - - . � � � � � , `o '-O' S � T � U � PENETRATION PLAN AREA 4 , _ _ _ � � � � � - � I I I I - T � � � � --� - , � - - , W � � � � , � T - - - - - ; � �-_, �-�- I I o o � I I I I . ° o � � ; � - - ' -� - ' � ' - - - � s - - - �' K NOTES � p , , i 1 RE� S2. 41 FOR ADDITIONAL PLAN NOTES. I I I I I I I O O w' S 2•_6- � T T � � � � S � 4 �_2• � �`► gZ T - i i i i i 1 i 5 cn O � 1 . ih CE i i i i i S � 2. RE� S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. � '� ' ' ' � � � •- � �O O I 1 ( I I � • � - - r - � � i i i i i i X � I I I I I I m W �v - ' CG � i i i �O TN I � � I � m I I I I I I i i � � i i U I I ( I I I I • 4'-6" 2'-6' 2'-6' 2'-6' 2'-6' '-3 I N � i i i �, , O � � i i i � i i S 5 5 5 5 U S W W � �t S S S 5 S � � � � � � � � X � I I I I ' .. n . , , � _ � _ g C S S W X T iT iS iS � S S_ T 4 f 'r _ , S S S X i _ i i i i L > I` � . i - i � i �' i = . � � j W 2'-6' ' 2'-6' 3'-8' 2'-6' -6' 3'-O' ' Q ' � � � 2'-6' 2'-6' 2'-6' '-3 2'-83/a' � � T 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' 3'-O' ��.� � i i � i i � � i i i i � _� � , , I ( ( I I I i i i i � i ° 2'-6' S S S S N U S W W I N X iS � S � W � � S � � . O '. y` S Q r � � � � � BG � S � S � W � X � T .� S IS S S S IS ' . � �• < is is is is Si 5 S . W � �-- - , - - - - - w i;^ - A O -3 i i i i T ` - - M � O ■ ; . a • * r • ' * 4 . • • . . • . ' . � . � O � o � SSS , S , S � 55555 T T � oo � �° T � X � I I I I � � � � o X T is is is iS S S � � 5 5 S S � i � � � � -- - , - - - X - - - - 12�-6'i i i i 5�-�� 4=6' - - - N � Q � n/ �.` ' ' ' � � � � .� J w4 W ' � � � � J � '-OYs� � 3'-tYe-_.� T � I I � ` 6� i i i � � � T T O � T m � � � I I f S ° I— i i i i i i r . i i � � , 5 5 5 S o cn V � - - - � - - - - - - - - m - - - - - P Q J � � � � � �}�-73�q 2'-6' 2'-6' 2'-6. � � V J 5'-6' � � � � � . � i t i i i 9._6. i S Q E i i 'v r � � J ' � �o � o � � . � � � � � � � f � _ r - - . _ _ w �_ _;..., _ .��� � . _ Q - - -- - - - - - - - - - - - - - - - - a . . �_ :_5 � �, - - � � , i y h r 'j � E� � � r! : t a � 9 � � , � � + J E E I t I I t i I N � � c4i rn � - - - - - - - R ° � LEVEL 7 ENLARGED � � � m � ¢ 4 � E � � � � � � PENETRATION PLAN � � - - - s AREA #4 N - - - - - - - - - - - - - - - - - ¢ � M , N N k � , et. . O � O 0 1 I E I I t i I � �, , ^ PLOTTED MAR o � � � c"'i, � CHK'D BY JRB w ¢ 0 � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � O 4 SHEETNUMBER � — -J � i i � � i � i LL - - - - - - - - - - - - - - - - - - T 0 o - ,� 5 ■ � . D . P .A. PROJECT # 06232 .00 � SCI PROJECT # 04- 187 N .fl O � G7 i � . � s s 4 s e � a 9 0 • a a K e �s r� e A 'o � � ss x sa � s� �e ov�ta-i- 3s-s'� �o.•-vs rr�+r: o�ax,v.t. GRID TO GRID IQ-3' T'1Uli 18'4 lf'Tlfi 6'-C S-0' IC-� 9''4�Y� i9'-U� ZT3K a'-lOifi 18''yG 24''� ZYi9S iC-ilK 6'-05 17'7!(i tY-(J(i S-6?� 9 -10' 14i' 19''I�.� �-� M'-d(i 19'� IS-Y�' TJ' GRID TO GRD � � C-0L.U.INB 96 Ui S-7Yi 11' 6'i�'i' T'Wj' �' '3 ' B''3�.Q 4'�8' 6"r 8-89fi S 8'^l�li '3 ' 16� 3''U? 4'4�i IC-13"a 4-T 13'-6Ki 5J3Y -1 -T 6'-0� Y-6' 23'-10�'s 4�' 6ii1� 7' '"1 4'-4ri 14'�Bj'� 4''T IC-0�Y'i 4•4Yi 14'6ti'i E•_4• • B-B9P 6-Ui' 4-7'�j B'-43fi '103i ¢. CCl1Md6 � � � i � i � i i i � � � i � � � ' � i i i t � i �4Q � � Q 1 1 1 1 ( 1 I � I I � � I I � I i I I , , I ' 2 I I I ' ! , I I I i I t ! I i I 1 I � I I � I I , I I 1 1 1 1 1 3 p � 1 I � 1 1 � 1 1 1 1 1 1 1 � I U g N� � � � � � � _ � � � � � � � I• I � • . I .I. � I � � � � � � � � � � � . I' - - ' - - - - - - - - - - - - - - - - ♦ � , ' � ' � � � � 11'-4K li-9?C � � � � � � � ' � � WIBx94 WIBz WIBz36 � � � � � � � � � � � '� � � � � I � I � I � I ■ I i I E � I CO�J�CnO3N � e ' � I ' e r COPI�GCT�ON e i � I � IA � . � � , � � � � � . � � � � ' , - � A rc h i t t s f � � � � � � i � � i � o RPJ 16/66]3 � � i i �, I i � I � Nnax� wiexx Nne:� ' � o � I � I I I � I I I � M � � � � p � i, i I I I I I - I I ,�q,_4, , m - � � � I � � I I � � � I I � � ►M 6x?b I � I � b ° � I � � �y�t6,� +°+ � � � � T_� I I I � T_'• � b � � � i � � � i � � i WI6zT6 � �o (IGY-119 � � WIBx33 rS NA8z3'3 � WI8x33 � ryCY-1�'1 WI6x26 � .� I .� � i i i � � �����- ' -____�����__-_�___-_� ___��--���__-1-_-'______ _���___�_- _' _�_��-1_ 1 I '� , � I i I � hB3'-119 � i (163-II'1 1 I t � , ����__'�' -_-' - __�-F-����_______�___����-�__ _-�- ' ____ ���_�_��� ' � i 6 � {l � � � � COPf�ECTION � 16'12' S � -Plb� 29-I1�4 IT- • 6 � �6•_T • �C�7�� � � I ' WI8x3S f 1---� in �_ a � � i I R6 13/66.1! 6 Y a" � s ^ � I � � � � s - - - - - - - - - _ o.iz wi .�s o.i - - x - - x � - - - °x� - - - - �' ♦ __ _ ___ _________ ______ __ ___ ____ __________ ___��__ __ __ • _ ___ _ _ 1 �� z % � I % 1 % I � I I � T S n o 6 �1j '__—' .r'� _' _' d , � i I ' ' + � � � i p --�-- * -�-- — � e -Tp r- e . x r �-,�� -�- i � i 6ti4li� , p i + i � a i p - • i �+ o + v ■ i m � y'py � x x Q F � � i p v o v NA6xyS WI xyS WIEz '� i i 2 ,T b+ � � �p b x � i i � i � � � WIBxy3 WIBx � MASzD3 � i � � i � � 't t � � a � t ! � � a i � �o '9!6 � ----------- -------------- -- -- --- ---- -------- -- - � � '+ + wie.�s x v�na 3s,� v�s.3s � Nnaxa wie%3 ' wi xss � v�na.3s wio ' + + � � 2301 BLAKE ST , STE #100 ---}---- --- ------- --------- ----------- -- ------ --- -- ------ ------- � . v w � , .+ ,� ' � � � � I '" 1 � �' y'p"�+, � '�x � �s � I► � + ` x . '" I � � ^ � DENVER, COLORADO 80205 I —_� � � I F 0 � � +�+'E � Y' � �3 I I �° I � � � ° % � cr + o Q ~ � i � ~ __�'_ _' ' _ ' _ ' ' 1 '_ g�' Bz�S M11Bx� x x ' NA6x66 WI xys YVI6x 131 WIExl3 VYIaxE6 �� W18zl5 x WI6x +�S __' __'___' __'___ ' __ '__________ '__ __ 303 .861 .8555 F 303.861 3027 � __'___'___ ' _ '_'___'__ _'_ ' _' , __'_ ' , '__ , ___'_'_ ' _ ' ' ' ' , Q 1 6 ± W� � � Svi ' t � � � i i � � � � a i i i � � n � � � — ' —� --- � ---- - - --- ------ C - - - - - - - - - - - - - - - - • - - - _ _ _ _ 0225 MAIN STREET UNIT C101 � 6 ��� �� � A 6 � � � � 6'�B�P i0 o a Q � � � � i � i � � � io s� m 1 x x 1 ��I�eY ' z x I ' � � � m � � f - ' - v EDWARDS , COLORADO 81632 GTAIR 6LPPLIER I x x � 5 . , . n.� „ n � vnox4e [nl • s. 9s rne. � .. v�no=eo [ze WIgx35 � � wis=as , � vn .� � w�s=aa ia� � Nnex� � � ,� �+na.a� ms.� .► ano.eo tn v�na.9a � , � - 970 926 8960 F 970 926 8961 -- � � 7� � „ r-a3L' i -��L 2r-� rr- • za_n 4_T a•33',• � wie.ae � N t 1 t CCMECTIqJ ■ 1' X 1 x x i � x x � ( � G Z6-7JL' 12$9L' 14 - � I Q N � X 4 � T 0 1 10 T 1 4-0� i 1 � � 4.4 . t . '_' '_'_'_'�l ' �'_'_' _'�'—'—'_'�'_'J__ _'_'— ' � 1 �� �' L __ ' _ '— '_'_'_'�' ;, ^ � tVseas � � �s'-93s" � -Mfi io n-d6 � SD zs-Uf � e-�V; �; '� � - . - WIOx�3I � • � Ox,3 1 I I r � ; ;o « __j ^ 6 6 � � � VAOx4S I171 6 Bz33 WIBx � WIOx60 f231 ' ? -4• n gx�l I WIBx86 WIBx 5] WIBxB6 i �' 1. ' m ' 4 � O� f2S] NA8x35 � x m � NA8:9SF � X _ —' __'__ r�• _—'_' _ ' __ '______—___ '__—___ _ _— __ '— ' _'—'____—_ � ^ r�- + � D � - - - - - — - -- -- 6-- --- e � oY4S Q Y ' °nn,M _�p � � • a � - -�Ri.nroi or - ' � ' - - - � - - , 6 - - - ' � - • - - - � - � � - - --- - r ---- --- - --------- - - - - - - ---- - -- - - ----- - -------- � .F� � � � � �n i w � o � 6 ' L4x4xW � b i � � �p i . � p . � �o � r n o � q p+ 3 � � � - � � ' ' � Pao�noe e • wbx4e rq . �b I I wioxas n71 I J� Nno■as [rq ■ axx rna■x o■bo [n] � 4-R.o.ces r Hne■ x Mne■as Nne*x � T . � iµ Nno■bo [ze] rna■�s x Nne:x � a nr coour�TOV�s. , I 6 � l � 1 � -0 � � �. � F6eax ,y, � •-or 2r-a sa• � - � i rrP � s,-,• �"„`k � - r � Nssa ax& , F • , t; RE� AECH FOR 61� f� • � . AI�D LOCATIOhI x Y � x � � I � x n'� x ♦ z x a Q5 p� :o r 4�'� PlEV TOR v x � f x f � 6 6 i � :o � 6 � qV • _ � Wlbxl� WI6x 15] _ DIN ,�p m �p a m � I x s s � a �+ Q � 0 , �� — —� _ i ..'' WIOx49 6x36 � Wl�xl�J � WIOx � 5 � y e � WIOx60 I23� VA6zl3 � x o � NMa +�S ieD � � e � � � � � 6 _ • .. x � � _ _ � � � � � _ � _ I � , � � � _ !r � _ � � x _ 'X � _ � 17�5 x � x � x22 .P ��� � ' 2x72 � x t x � x i x t2 j ' 6 i x b � � ^ � � b � � r ;, 4 ■ . -e� �'-s• -s• � , m ao p 9 S b o I -7� 9'-4' �. � � 6 n S I � •I i ' � � I 6 , i ! -0r 3' 9' ' -6' I a � nN 'O I ' _ _ � _ _ _ _ ' x4� '79i • �� • Ox�7 - NA2xp2 _ MABx97 � YN2x L357 __ WIZx10 � WIBx'J6 - WIBx 51 - WIBx% _ � W12x�p _ r �N72x79 [%1 WI8x39 x �x WI6z39 � WIBx35 � ' ' _'_ ' '__________ __ __.___ _ ' _ '__________—__' � NAOx4 17 x� R � = c z i � _ � p � � � , Q � �- � � .Y{ '� � � � � I 6 O V 6 i � � Q � � 7 � ti �1 STAR LMDNG _ � _ � � � _ � � 4 � � 1 f F I � '�' I 0 � O �` � x t 1 ! 4 I t x MD I'RMANG 5 1 1 1 1 � _ �± Y � � 1 1 t ( Q 9( � o T 6 �yp i I ; � � i i �` � BY 6TAIR �` �o Q � � � � � _ WIDz - WIOx 6 WI6x00 WIBxl7 WMx39 � _ � �µ� _ � N118x35 � YM8x96 � WI8z3S � WIBz3S 0 Rf� CORC 61A1 � � � 6lPPL1ER - _ _ - + � � WIBxl� WI6xDS WIBx� yylaz+� � . 3 � i x � WI9r3S WI8x93 - � Yi18x33 � WIBx33 n - ' _ � � '___'__ 6TAIR RtAMING H�D _ _ _� ___ _ � 6. __' '___' ._'__ _� __ ___._ _ _—_—_ ____. ___—_ _ ^ _____ .____ I �l p ■ 6' T '43� 1''S�(i • � � _ ________________.__ ___ _. _—_ LAPONG BY 6TAR 6 � k' WlsxlS O y i0 � i h REJ IF � � � �D io � 6 ED6E ,�,� WIO W18x60 MIIBx36 WIBx96 GLGVATICN � h �i NAHx36 W18x38 YN8x96 W18x96 � WI6x36 CF 6LA0 ^ � ' '�'_'�'_'�'_'�'_'___'�'____ � '� '�' � '_'� � 6UPPLER '_'_' _�'� � � a 35 ' �'_' _'_' '�'� ' ' '_'_ '_' ' � _'�' � ' '_'_'_'f ' x '_'_' WIBx36 WIBz [167 tl NABx36 Im � °U � T1'P c � e � i � � I x � x x x .P • :P x � 'P x wn„ u � S i 'Q � 4 p � x �CQJ�EC�T.I�QJ ' 41 - - - - - - Q - '° � v�na.� v�na.� 6 v�na.ss � v�na.� � -4• : � - x , - x - - - - - - - - - - � � - - - - - - - --e 41 o . �o. �� ----� tl o�.�n �° ��_n, ° x m �,� �.� ` �e.� � �Bx� �ex� � 6� S t r u c t u r a I � � � � 6TAIR PRAAANG MD p Q � � W16zp6 � W16xTb � s� � � 7, _ * f, +6 10'35 I,MDR�1G BY 6TAIR 'Q � � b ti o y Y � 6• �,pry�7E +Q+ o }� � 6��PL.IER o 14-UC '� � 9''10' i 19Y' 19'-bi "ITfi 4-67� `�S � 4 � 8i I 13-t�ti r. � I F x � � m }�� n � � YVIBx71 � h 1 1 1 CIRB TA CU2B 5-3 �WI8:80 t MAOY2T � 8x6p W18x3S WI8x96 1 WI8x36 1 IM8x36 � NA8x3S t � NABx t WIBx36 � Wigx3� 1 6 � WI8x90 � NA8x3S � v � � 4� t i 1 t 1 C o n s u I t a n t s '...yy�.�__— — „06 � � '_'_'___' �_�____'_'�__'_ '__ '_'_' ��' ' � � � "� � � • �i , BX36 y ___—' ___ a __ q '—___ n _— � 8 3S '� � � TYP _— +6}� ' '__—'—'_' '�'—'_'— '— ' ____'_'� _'—' __'—__'_'_'_'_� � F n ABONE MD BELOW • y� � .'�o �+Q�, IBx3S s� f NABx36 � � WI8� � WIBx35 � WIBx36 � t� 1 ' � �� WIBz36 _ � � _— _�x3S � � W18z36 '—_ YN8x9S __ ' —'� _ � � ' 4 __ '_ '_'___' __' ___ '____ __'___'_ _'__ '__—'__—'___'—_ � � I n c o r o r a t e d I • __-=__-====__-=__===-=-=-- __-== -=_— —=-==== �--= � - - _— _ -- -- ----_� ----;� =-=_ � ---- ,---- -- - —__ � -- -- -wr�. - —_ ____-- _==_____==- ___== - - - . �t �x� . , . . � � � � � � 6 � . , � � Ttn , I � ' T � r�°'�• , _„ Q e • � j"'� � ' � � � � � , 3400 E. Bayaud Avenue #300 � Of 51?9 .l. IMSz3S � Wisx!fo 1Max9S � b `P a• 7 e � Nr ;.! x � � � e m i � � � � �o Fl 6 ,o � � � WIB � � NABx 1 NA8x3S YNBx% � b x ,o � � _ _ _ _ _ . _ _ _ . _ . _ _ _ _ _ _ . _ _ _ _ _ _ _ _ . Denver Colorado Sb209 ,� � ,o - ° '"" s _ x ----�-- _ ,� "�8 ' '` 8 " x ^ '� � - - � � (303) 399- 5154, FdX (303) 333- 9501 K p _ _ _ _ - _ - rns■as ^ - - ° 6 _ ■ - 6-Ui n � � Nnax noe rac�ttxisa ! - - em r.�sxi�s � t m m � _ � _ m � o � sa.ia � Emad InfoC�Dsci—denver com --- --- - ------- - ---------- - - - - • - - --„"°,�"-- x - - " - - " - ' K SCI Job Number. 04- 187 " �� x � • _ , '— '—' , '_' ' —' '_+�+�� ' , '_' ' '— , _' '_' , _—' x � i 6 TYp � _ '_{— x ' , � 3� X 2 _ '_'—'__ t '—'_'—'_'_'_' ' '_' OR SI.AB ' a �� " ' �' � � � x • • ' _ '_' , '_'_'_'_' F_ — ' _ '_ ' _ '_' , '_'___'— ,_'—' t '_'_'_'—'—'_ '—' � ` � I � T p Q _ '_'_ � � � � � 'e�i b B 7 S� a � � � �T� � �, � � • +b ay� � sT� �.��� �•4x� �+ � S _ _ ""°•" ' I � p h � a ISSUE/REVISION DATE NO . x h + ■ � WI6x� L6x4xify LJJ.I � x T FOR ADDITI� � �WIBz80 � WI8z60 � Y � Y � u� � � ���Y qNGLE 3�6IIpEy v '�'j � WI8z9S � WIBx39 6BYL TO L � - - _ - _ _ NFCRAMTION _ _ _ _ _ ~ _ _ � � �'� - _ _ _ OF BAL.CONY � '.14 '� _ � _ _ - � _ � � � ICQILM - �' � • _—'___'___'_'_'____ —_—'—__' __'__ '___i __ _'___'—' '— '—'_ _' __'T__' _ � _ ___ ' _ ___. ^ _____ '_ ' _____ WI6z�S WI6z',13 ' _— ___—_ ___— _____—_—_ __ __ � -' gx�3 MACx'J6 I � ' ROOR PLAN �_ _ � - ` � _ _ � � _ _ . 4 � T-13Y �15 � �. � � � ti �0 � 6' ADDITIONAL iR L 'D • t M --- - - - ---- - - - - -_ - - - - - - - - - F —_— - - -- - - - ---- - — - - - STRUC UIRAL CDS 01NOV07 o `� "' ■ . � � � „ , -sy; � 2 -s'K m � � � I � � i nor� � ; W16x�Jp WIBz3p � z m � x x " x x � � 1MCz+� WI6xly '__— ' _ ' —s — ' _ ' _ �, � ' - � asor.��_ _ ' — .� _ — ' —s � � � o■ wie■ � rnsxas s=as H a= � Nne■3s rna■� � o:i� � ' � � � i � i � � � X � ° n F m 0 � '1' � 2 WI8z3S �s'6 � I i3i X is-3K' '� is- 9fi -�fY; � N o- - - - - - - - - `�� ' x � " � x +b+ � - ° - � - � ` � � - � - - - � _ - � - _ � _ -a'� _ _ wie s3 � � �+nex�s $ 0 - _ ' - � - - � � � � TOV RESPONSE 12DEC07 Qj x x 1. ��T N ',� - IZ-1 17i1 ' 1 4' ' � �- � � - � ' � ------------ -------------- - ---- - ---- ----- ----- ------ -- - - - __ -- - ----- -- -- - - --- ' w�aX 6 • �gx�b -- e"3'--- - -- ---- - ---- ---- --- ------- ' �8.,6 N ° �8.,6 � , � R � � � TOV RESPONSE 11FE608 Q � h � 1-03'i 3' •• 13 p� � 13-� 13'd�(f L� � r3 F �3 � i_____ � b a � b �,ax„ WI8x35 ° H � e . �"-,� M �3"-� w n ""6 � I ° CCD #24 23APR08 ---------------------- -----r-- ---T----�----- ------ ------ r-- -f---"*'--- -�+ - 1 � � (la! W12z19 YNex'b Wlex!'S - -------� ----------ti------ ------r---- ----�----Y------------- --- Q 14-03� 14'4j � 1�'-4' yy� x26 a, (183'-11� � yYl2xi9 p _ _ _ _ - _ - _ - _ - - _ - _ _ _ _ _ _ _ - fie •-uy _ _ _ , 6' !'-9b �s-aK is-�9i a•-to; (tea�-n7 p � NA6x26 T_ _ �bx� Y _ _ � _ _ � _ _ � �^�^----*e P wie.:s �6„� � wia. �� n�i� a�•-4• �o nea-m I � -- --- -- - ---- --------- ---- --- - --- ---- - --- ---- ------------ --- CCD #32 18,1UN08 4 ba�-n-1 S bss-u9 - � ba3•-uy � .o o ie4-� NA6x26 Q � � � � � � � � � ,�,ti. � q � ' � � � � , � � � � � . , � n��-,,, � , r � � � CCD #34 17JUL08 5 � I � n q p ro ■ - CONSTRUCTION DOCUMENTS 08AUG08 ■ � Q � � � � � � � � ` � � � � � � � ` � � � � ' ' ' ' ' ' ' , CCD #42 28AUG08 6 Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q � . � TOV UPDATE SET 10SEP08 � � h � i � � i � i � t i � I i � � � � � � � � � � i � i � � � � � Se � I � 4 ' - ' ' - ' - ' _ _ ' - ' ' '_�.._' _ ' ' _ _ ' ' ' - ' ' ' - ' ' _ - _ ' ' _ _ ' - - ' ' - _ ' ' 4 � � � � � � � � � � � � I � � � � � � � � � � , � � t � � � � � d � � . . . . . � � � QP�p REG/STF a - - - - - - - - - - - � - - -�-- - - - - - - - - - - - - - - - ---�-- - - - - - - - - - - - - - - s O�� �Q,�FtOY gq9�9F� ■ � � : �`� � . . � � � o � � � � � , � � � � � � � � � � � � � � � � I � � � � � � � � : � :� ■ � . .� F � � �O '. .' �4 ' � - � F � - - - - � � � _ _ � _ � i _ , _ � _ _ � � � i � � R � � � � � i � � � � � � � � . \ 0 • • . . . .•• �C? SSIONP�� 04 �10 -0 � T ' - - --T- - - - - - - - - - - - - - - - --�--- - - - - - - - - - - - - - - 'r , I ■ , s� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � o- I o- � � � � � � � � i � i i _�- � � � e i � � i � i � � � i � � � � - - V � _ � � � ' _ _ � � _ � � � ' ' � _ � � � � ' ' � ' ' � � � � � ' � � ' � _ � ' _ ' V � , � � b , b � � � � � � � i � � � � � � i � � � � � � � � i � � � � � � 6 � V .. � � � ' � ' _ � _ � _ ,. � � ' � � ' ' _ � � � _ ' � _ ' � � _ � � � ' � � ' � _ ^ � _ � _ � v ■ � � i � t � i � � � � I t � � t � � � � i � � f � � � � � t n � Y� 1 1 1 1 1 � / 1 ! 1 � 1 1 1 1 f F 1 1 1 i 1 1 � 1 1 1 1 � U � � � w � - - - - - - - - - - - - - --i-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� w � � � � � � , , , � � � , � � , � � , � � , � � , t � , � w\ � I..L � � ^ � / . --�- - � W X _ ' _ _ ' ^ ' ' _ _ ' - , , _ ' - , _ _ ' ' ' ' , - , _ , ' ' ' - ' ' ' ' _ , ' ' ' e _ ' f - ' _ , _ ' , - _ ' ' _ ' _ ' ,_ _ ' ' ' � - _ � � ' x � � , � Q � � I W � � � � � � � � � � � � ■ � � � � � � � � � � � � � � � � � � � � � O R � � _ O : � � � � . . . . . . , , � , � . , . . , , , , . , , , . , . . , � Q � Y _ _ _ _ _ _ _ _ _ _ _ _ _ _�_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y Q Q � � ' J w0 w . � i � i � � � � � � � I � � � � � � � i i � � � � � � � � � r � � � � - � o � . � � � (� U ` . , . , , , , , , , � , � . . , , , , . , , . , , , , , . cn � Z - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - � o ----�- - - - z � � � � °� W -' v� � o . . , , , , , , , , I , , � . , , , , . , , , , , , , , , � � - � �u �i ; � � S � Q — . � � > � 1 i i t 1 1 1 1 1 t � 1 I t k 1 1 1 1 1 ! i t 1 i 1 1 1 t \ Q � ' J � � , . , , , , , , � , , , , , , � < < . , , , , , , , , , � GRID TO GRID 10''3' T'1Pji iB'-9' ti''7�1(i 6-O" S3' 10-4' 9 -4�'i 14-U(i ZT�i�(i 8'-10T5' IB'-316' 2� '4}7 29'itNt 18'il�(i 5''Sti' 13'-Y3i 18-N(i B-6�.{i 71 '10' 14i' 19'-I% 23''1C 16"9�S' 19'-0�j IS'31fi T'4' GRD TO GRID - _ ,. _ � F,��,..�...� OJB2ALL 36 904 ' ' 7739'i OVERPLL � , _ _ _ ._ _.. .F i k � 4 ' 4 6 6 7 8 9 D � Q 4 14 d 16 4 � 1i � � !Z ffi �4 36 f6 27 � r -_ --� - � _ � � � � r t � � . � � � � � w�b � � _ -.. z_.� ... ' -_�. " - _ < Y��,.,m.��..� � � � Qp �pl'T c+3 OS � � Q� 3 LEVEL 8 PLAN -� � � �EVEL 8 PLAN - � ib =, �-o• � �� � , NOTES� � t . SEE ENLARGED PLAN SHEETS S2.41 TNRU S2.45 FOR APPLICABLE PLAN NOTES � 0 � . PLOTTED MAR 0 � � CHK'D BY JRB w � � / COPYRIGHT � 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � p 2 3 4 SHEETNUMBER � J � LL O Z � 1 5 D . P .A. PROJECT # ■ 06232 . 00 � . � � SCI PR�JECT # 04- 187 N .n 0 ? U N LL � , � 2 3 4 S 6 7 8 9 n ■ Q D 14 b � �f b q � 91 � 43 94 36 � 2f � oveunu. �s3K aw -U6 n�Y: �y Y GRID TO GRID 10'-3' T'il� IB'-9' tt-09(i 6-0r S�3' 10-�' 2I '4� 19'-U(i 2T3K a'-103L ip''y( 24'� 2l49S 1�'ilK 63� 17'73fi IS3�(� 8�� 2'-10' lY-I 19''1� �-�p M-d� 14-d� 1'S''.l�' T-�' GRID TO GRD O � P � � i � � � � � � � t � � � � � � t t t t i � � � � � � � � � ° n•-rr no ° � '� r-e -s• -�• �-o� �-o� z-a z-� z-s• -s• z-a •-a• �o� �-c -� -�• z-s• � . A - - - - - - - - - - - - - - - - - � - - � - - - � - - - - - - - - - - - - - A � , , , � , , , , , , � . � � , � .�,. I I IM p t—i —I- , - , -f—F�- I I I � , , � , � t� , , , , � , , , " � � . y , � � 6 5 6 6 5 �g T 5 I5 � IS 5 T � S S 6 5 �S � � � � , Ar� h � t ts fs � , � b - ff 6-6• � 7. 7 '- � �. 6° � � iiiiiT i—�- , , -�—r—r- iiiii � �. b �. � �A9 � 6 � � � � 6 � 6 � 6 � 6 �5 f �� �T �S S 5 �5 �T �� �5 �S �S �S 6 � � � - � � t i � � i � b. i � � i p � � t � ` t^ �� � � � � � � � 4 ?-s, i i i �_�_i i i � Y � � 7-0' � 70 �- � -6' -6' ' "�' iy ~r 4� '� BG 6 S S 6 6 8` I I I I � � S � � _ � � � � _ � � � y � � � � � i T '�' i T S 6 � � _ � W 5 6 p -� 6 • 6 • 6 qy 5 • S • 8G /- 1 - - � � � � � _ � _ _ � _ , , � , , , u � � T p T -� �, � t � �, - � � s E 7 7-6 i � in 6 _ ��_y_i i T � � z � � � � � � � � 1 2j1' -6' � 6 � 6 r � 6 i 6 i 6 p � `p � h , � � I Y --�„-�--'�-- �j '� _ ' ' o 'F"'"r v't� m -c• �o� ■ p � y� � � � � � � � r �- z-b•—a� -6• ��s � � � � h� w -s• -s• �s r � 3-11� � f 7 f o- ' � � ' '�' ' U 6 6 6 S S 6 �6 i6_ �6 -I5 �T�CG 5 6 6 S U ' � 4 A � -� � 1 1 , ', � '6' "'� f ' h i 6 6 6 p� BC 6 6 q 6 5 � � � � � t " � � ;, z-��% 6 • s - --- -- ;, , , , , , °D , � � � � � � eo ----- - - - ,� � 2301 BLAKE ST , STE #100 � ' - ---- - - � r I I I I I --j-'-I--- ' I � I I �' s _ �'-r _ � - I � "'' �' s DENVER, COLORADO 80205 3'-�� , ��% r 5 6 �fih 6G 5 S BC ■ 'P � Y Y Y Y Tq i fi i S � 5 i5 �6 Cr T 6 6 5 5 T Cr �6 �S �5 �6 i 1( '1 � "b� "6� "6� `6� T 6 W BC N h� 303 861 8555 F 303 861 .3�27 � � � � � � � � 5 0��-� � 7-�•,� z-� -� � -�y � � � t ' ' ' 0225 MAIN STREET UNIT C101 h CA M i i i i i 3 i i i i i T i '*" � i � i � i � T GA , CA in i i i i i i � � i S 5 S BG� C . � � t � � Q � � _ � _ _ ^ � p � � � � '4Y � � i � i i i _ _ _ T ,P p� � T t—Y�i-T-�r_I �� I i � i � i T p �--r—.w...r - 6 —_ T GI' p ii�_i JJ_ _y_ 1 i i ' � i - _ _ _ � _ � � � � (�► 7n BV �39 t -�• M r cn ■ Tr. � i i i i i i i i i i _i'+ H r 'V ' - zw• S 5 5 5- -�i--�5 - - - - —� ---� M EDWARDS, COLORADO 81632 y, � s s z � r r r r z z s s s s s �cr �T �s �s �T �cr s s s s s z z ce r r Y Y z s s w ec 970 926 8960 F 970 926 8961 Y � l T i i i � � i T i i S i i i i i 5� T � 5 IS IS (BGI C � � t � t 1 T � i—_ _ _ �A - LL L J - I tl LI 1 I � �I I i � ' � , T i� � �-I I � S r�p T I I I I I �-+-rr I I I I b� �"'� � � i �'�l ��T ' � '� ' / 1 t t 1 1 I I -I � �T"_.T_� � _ 1 L�7�hy, T �� � i i 1 I � i � i � M� T I � �� � ���_ T 1 � CA Y i i i i i i � � in � ,�' - � -0' �' � Y'—fi� 2 I Y I Y I Y I2 IAY Cr T�6 Ig Ig 6 T Cr IAy I2 IY Iy Z 2 ,- -1 -b � -6' -6� 9'-6 -0' 7! I � I � +i —} �_ _� T ' I I I I � X Q'Jy � 6 � � 6 �6 �BG �5 �S BG 6 W �q�BC �6 5 6 6 6 6 9G C I � �-- --- � �– ------� � T .LJJ_ LLJ.._ -0- _ ` � v � , , , , , �_�_ , , , , , �, � , , , , , , , , , , , , , � ii i 'v � � � � � � Y p ' � � � � � ' � � � ' � � � � � � � �� �� � AY � _ _ � � _ � _ + � 5 W � BG S 6 � 6 5 5 5 BC � C ' ' �� � � _ � � � � � � � ' ' p � � � � � 6 i i S �6 �5 �5 �S BC � 6�6 S 5 5� 'P � . AL (13 ) a �o T-TI ��I — � _ � .. - ALp3') 1 I ( I -- -- - I --{—'F— Bv „j„T�6�W�T �T 1 py T 5 W 5 T Y " ■ p i i i i i i i � i � i i i �' F� 5 ■ AY 5 ,r -� IT—I� ,S ,5 -I�—F�CF , � � � � I I I I 6—�--�--+ E I I I I I ° p L__ ___ J L_ ______J s S 6 6 �5 �6 � 5 - 1 _____ 5 W BC 5 S 5 S 5 BC E _ � � � � � � °1 fla t � � _ _ _ � � � ' _ i i � i AYi _ � � i � i _ . - ir.� _ eo On'1 z-a � � � � � ee—*—' _ I I 1 � -e z-a z-a �• 4 - - - - - - - - - - - ' - - 1 - - - E ,�. .l���l-----��-1 �.�. , i i i i i i i i i � i i '� M IBC IS IS BG � , __ i _ W W T s _ s T � 3'-0' _ . , _ _ � � Is Iw I I8C I I I s �I - _ �' _ _ _ _ _ _ . a � ' ' ' ' ' ' ' _ _ ' _ - -- . ^ � � � T � � 3' 7-6 T4 9'-0' ?-6 ?-6 -O' 9'tf -6 -6 Z-6 � H _ S'-O' � BC �'dP _'--- ----- --i--�- � � � � � � � -6• �• �'C�� 2-0' 2 � � 'y I I � � � 3'd" 3�(i � � . � -or Z-C � � � � � � = !. ,� � 'C�• Z � � � � gp i i T {y� 7�1' -9' -6 -0' 3' -3'2�i' 3'-0' -6' �d' 2i' -6' 3'-� 3'-0r 2�8' 7i' Q � � � _ _ - - T� � BD � BD T 6 W 6 6 T BD �U �BC� �AY�BC �U BD r 3'-0' 7-6' -6' -6' -6' -6' 3'-T 3'-0r -3' W W �S'�E—E— -��fi - - �� '�"�� S U BD T S 6 6 5 T X X W � + T g S-0' 3-C � 2�' -6' -6' Y-C 5 T Y� � �A AY � � ' � i y T 6 5 6 T 6 BGGE y_�J_ � �L1_ CL � 5 T 6 5 S 5 T I � - ' � ' � � � � - 0 � T� � -s• � � � � � � z� o' +ro' p �• -a -a �• �a -a p T � ^ T X �W �6 6 T S BL ■ AYBL S 6 6 6 6 p T ----- � i � � I I � � I �" -I--I—� -+-�—E °� a T K _U__ T -Ll�_ T � � , , I I I I , , , , i1 i i i � � � � � � T I I I :P 5 6 5 5 T 6 6 S 5 � S S 6 S 6 6 X W W � � 1 � t i i Li � i � � i i i I I I6 � S ¢ � 6 i i i i � m i �A'� � W � � _ _ � _ _ � � � 6 ���- I i � � � � � � 'P � _ _ _ �C�iDC i8 6 IT 6 IE IS S T i i i i � � � i — _—:—_ e 1 t 1 . pp 6 6 6 6 a T X W 6 6 � - � �6 �6 �6� �6 Y� T IT I6 IS I6 ' ITp 6 '$ f�,� ' AO 8 AO B _ ' I I I I ' - T 6 S , � I I I I 6 � �•i 8 •� 6 � 6 �- ,_ _ ' ' _ _ ' _ '� LI � � � _ AY 6 6 �6 �6 W 6 6 6 T'r� X X 4�� T I I I '4 I I i � I IT I I I I ■ I I I I � t i � i Yi Y T I I I I I �I {1 TS'8� h -4 44 � T I I I I I i � � ' ' I �� I������ i�. �I I ( I I � � i � i � y.T 3'-7 �. � S t r u c t u r a I � � � p �BB rB8 � T 8D 8D 7q T X W 5 5 T � �BG �AY�BC � 5 X 5 5 S � � p � � � � ' ' ' ' X X 9''6 � � • � i i � � U 5 S $ $ i3 �S y� 5 5 5 5 S 5 T 5 5 � A IS IS W 5 5 7 7-0�`i��l. I W S , . � � � � � � Con su I t a n t s 'N (l3'1 1' -0' � �d � �d' � i i � � � � Y � � � i i � #i#i�• 7�� �^ S'-O' 6'C � S S �^ T-11' I I ' I I fi T ' ' i i i i _ 6$' _ � � i i i T ' I I � I I � T 6 4-O� Fi di BD BD � 6 6 T IT IX W 6 I6 T T - 6 X 6 8 A X 6 6 6 6 ' 6 6 6 6 6 6 6 �T �6 �6 6 6 6 6 6 �6 �6 W 5 6 X � I n c o r p o r a t e d BB 88 BB BB 7. W W W 6 � � � i i i w� � � i � � I , 3'-0r Z-6 -6 7i -6 ,-Ye v � .o i i � � i � ' ' 8� � � i ' i i 7 Z � � � � � � � ' � T �T T S S T T X W W �5 7 � � � � � � � 6 T I I I � I I � � � ' 3400 E. BQ aud Avenue JQ� � � � g� � 5 X 5 5 5-8 t t 1 ! t � �- z�• T 6 6 6 6 s � s s w w s x x w w s Denv r. Colo�ado 80209 r __ _ _ _ _ _ _ M tl37 BB BA &4 BB � � � � � � _ s �' �' � � _ � � _ - � BA BA BA BA BA ' � � � �� -�— h i i i � � � _ � � � � � � � � � _ ' —i—f—�-- � (303) 399- 5154, FAX (303) 333- 9501 K - - - - - - - - , , _ � ' "� � _ � � � � � _ � _ � � � _ � � � - - - - _ _ _ �- � ' ' _ _ i _ � � � � , t � � - - - - - - - - - - � Emad Info�sci– denver com -� -�- �- � . § K SCI Job Number: 04- 187 � 1 1 � t � � }, i I I I � T� � � i � � � � CF ' � t A � b' ' 2� i' -6' �' -6' 3'-T t � -0' -6 2-6' 9'-T -6' -6' q p ?i 7-6 9'i' -6 2-6' 3' � T � � � � t � � 1 � 1 Y Z z z � 6 Y � „ � � � IIII � I , , , , , , „ I III IIII a i � v i i � � 5 5 S 5 6 6 � X �b �6 � W � Y iT iT qy �5 W 6 T � � i i i i �6 �6 �6 T T T 'X '6 W W '6 T d � , , , , , � � � � � � X ' ' ' ' a ISSUE/REVISION DATE NO. -0' 7-6' -6 T� � i i i i i i �T �6 6 W X T T 6 6 6 6 T �' iI iI iI Z.A. � � -0' ��7-6l ' I I 2-6' z'q � L ' ' ' - ' - ' ' _ ' ' ' '�'��- '� � � ' � � 'R'TS�fs�' tR ' ' ' ' ' ' ,.._�s�s�f. „�„T,,,,L�.� � ' � ' - ' ' ' ' - ' ' ' ' - - ' - L � � � � � � � � CA � i i � � 'f T � � i � ' ' ' � ' � � � � � i i i ef -o' z-6 2� T-d -6 -6 CCD #34 17JUL08 � � 'f �,�'� I I I ( eq '-5• z-e z-s• z-�• z� � � - -- X - T T X T_' _-_ T T I ( I � � I I I � � � � � q � _ � .. _ � _ _ � _ ! in T � T T �T i T X W � 5 T ■ 'P _ _ -�r�--+-- _ _ _ - Z�' - 4 - -- -- � i i � u � T i i � T � _- T - ' — -i5 � i i6 � � � H �"7"' 6�-4+T" "T" 'T' rF"t' g � � � T 5 W X 1TT �6 �S i5 i5 _ � � � � � _ � � _ CONSTRUCTION DOCUMENTS OSAUGOS � � _ .i_ i � � � � T . � �r—r--r a�1_.LT � -- - 5- ---- - ?--- --- S � _�.��_ _�L �. _ --t--t- -fi1 r-�--�-- -�-- � � � 1 � � � t , --� _ 24 � T T N - - - - - - - - - - - 5�6 � '$ 'B +w ■ " T � T - - e - - - � T N T --�- - ' ' T �—•s-.,�-,�- � � � � , tl TOV UPDATE SET 10SEP08 ----.�-- T � ec� s r T'__ , ec, I � _ _ � � � _ � _ - � r___— '—_ T _— _ T _ _ _ _ _ _ _ _ _ _ ' N � - ---- ------- T M , ------- - ------ b � T T � T T � T � I T 1 I I I I I I I T T _ _ —_T T � � � � � � � , � a �i � _ � � � _ _ � � � _ 4-17 � 4-7 � � 4-71fi � 4"G' � _ 3-0' _ _ 3-0' � t � Y-0' 3-O' � � 1 -7�1' � 1 1 t I - - - - - ^ - -� � � ..- � - --�'�- - - - ' - - - - - - - - - P _ - 7-6 -6 7-6 S-O' �i � -6 z-6 I , ,�.�. � � � i t � � i t i i � � � t � t � t � � � � � t � � � � � � � u � I �_ ■ ■ � t 1 t t 1 1 1 1 1 1 I 1 1 1 1 1 1 1 t 1 , I 1 1 1 1 1 1 1 Q .. _ - ' ' ' - ' - ' _ .. ' _ - ' - , ' ' - ' - _ _ - _ ' ' ' ' ' ' - '�' - _ ' _ _ ' ' ' - ' ' - � - Q 'v� � � N 1 1 t t t 1 1 1 1 1 I 1 1 1 t 1 1 1 1 1 1 � 1 1 1 1 1 t 1 1 �! � I Q ' - �. - ' - _ _ _ ' ' ' _ ' -�,._.' ' - _ - _ ' - ' ' - ' _ - _ - _ , ' - ' - � ' ' . ' ' ' ' _ � _ - Q � � � � � i � i � � � I � i i � � � i i � i , � � i � t i � � ° � . • � • • • • s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---�-- ¢ QP�p REGISTF9F --r-- - - - - - - - - - - - - - - - d �O :'�P�Y Bq,9•. O � . � � � � � � � � � � I � � � � � � � � � � , � � , • •2 . � � � � � � �• � �� • � . � . �: � I � • • - � � : ��� � - . ; .O •� . I , 9�F SSIONP �'� o � �� , , , , , , , , � . . , , � � , . , , , � , , � , , . , , ` Gq -lo - T - - - - - - - - - - - - - - - -�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T . I � � � � � � � � � � � E � � � � � i � i � � � � � � � i � i � � + � I o- � ■ � � � � � � � � � � _�- � � � � � � � � � - ' - - , - - ' - - ' - - '- - ' - - 1 - - , , - - - U - - - - - - - - - - - - - - - - - - - - - - - - - - - V � � � � b , b '� a � � i i � � � i � t � � � � � � � � � � i � � r � � � i � V _ � _ � .. ' _ ^ � � _ � � _ � _ ' _ _ ' _ � � _ � � ' � � ' � _ � ' .. � ' � _ ' � � � _ � _ _ .. ' a V � � � � � t � i � i � � I � � i i i � � � � r � � � � � � � i `f � � , A r 1 1 1 1 1 1 1 1 1 1 1 I 1 1 � f ! � 1 1 1 1 1 1 1 1 I 1 � � �■ w - - - - - - - - - - - - - - -�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w J w � . .0 I 1 1 I 1 1 1 1 f 1 , f t ! f t E 1 f 1 f 1 t 1 1 k I t 1 � � � � , � --I-- - - - - - - - - - - - - - - - - - — r�n W 7� - ' ' _ ' , - , ' _ - ' ' , , _ , _ ' ' _ , ^ ' ' , _ , - ' _ - ' ' _ ' ' _ - ' ' _ , ' " � T i e � � � � � � � � x � �+ 7 � � Q `� ` i � � � � � � � � � � � � � ■ � � i i � � � � i i � i � � � � � � � � � O A I !S � O ; � � o � . , . . . , , . t , � . . , , . � . , . . . . . . , . . , oQ � Y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r Q Q � � ' _I W o w . , , , , , , , , , , � , , , , , , , , , . , , , , , , , , � � � � � . ¢ � � � O ' � � , . , , , . , , , , � , . , , , , , , , . , . , , , , , , (n v� V �C � - - - - - - - - - - - - - - - � - - - - - - - - - - - - � o ---r-- - - - - - - - - - - - - - - - - - - - - Z Q � � o� � � W � ° I , . , , , , , , , . , , , , , . , , ° � — c� , , , , , , , , , , Q � � : � � � — � � � > � 1 1 1 1 1 1 1 1 I 1 � 1 1 i f 1 1 E 1 1 t � 1 1 1 1 1 1 t � Q . � � I O 1 1 1 1 f 1 1 1 1 1 { I 1 1 1 1 1 ! 1 1 I 1 1 1 1 t 1 1 � / . V % GRID TO GRID IO'3' T-10(i 18-'9' 1I''7�i' b'-? 63' 10'4' 9'"4�"i M-iK 2T�4 6'-IOTS 1B''3�(i 21'-lNs 234Us 18'iU6' 6�5�4 13-73Y 13-4Xi 6-6T4 41'"10' 14i' 19'-I?Q 23''10' 16-8�4 19'lY'! 15-3�6' T"4' GRm 70 GRID OV62ALl 96 304' ' 7739'i OVERs� � � _ _ .. _ . ,�-..- ,� � : s 4 a e � e q b � a o r� e �s p e � �o a s: as x ie � � �e V - . � -� �i d � � ` k 4 � � ' /�, � i- (' r nn � � A � ¢ � � �a ' F , e; A � q „ � � � � ` / e ' ` �. .� , e � ! 3 L �.._�..,r »� �_ _ _ � _,,. ,_ _ a . �_ n. a bi � m E � ¢ � � a� O� � � � Q� 3 R v �/ � PENETRATION PLAN � � EVEL 8 PENETI� ATION PLAN ;6�-, �-o- �. N ti� NOTES� � � 1 . RE� S1.Oq FOR PENETRATION DETAILS AND ADDITIONAL NOTES. Q 2. 'A' INDICATES PENETRATION TYPE, RE 51 .09 FOR SGHEDULE. 0 � o � PLOTTED MAR �- w W CHK'D BY JRB � a � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � 0 2 3 4 SHEETNUMBER � J ` Q � LL 0 Z � ' ,� 5 ■ °° D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 a 0 ? c3 � i s I 2 3 4 5 6 7 8 9 10 OVERALL 36'-5Ya' GRID TO GRID 10'-3' 7'-11Ya 18'-9' 11 '-73/a 6'-O' 5'-5' 10'-4' 21 '-43ja 19'-lYe 27'-5Ya � �. COLUMNS 36 11Ya 5'-7Ya 11�- 3/4 5'-9Ya 7'-OYa 3'-2' '-3% ' 8'-3�/a 4'-8' 6'-1 ' 8'-85/a 2'-03/ ' 8'-4Ya '-35/ ' 16'-5Ys � � • 0 � � Qt"Chlt tS � � , � � � � � � � � Q o � � � � � I � I` ( ' I I I � ( I ' I Wo ° , � � , � � � � � � o � � I � I I I � � � I � q - - - - - - - - � - - � - - - � - � - - - � � 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 � � � � � � � � �-a�8 � � �-9��8 � � � � � 303 861 8555 F 303 861 3d27 i i � i I i IE I i I � I � � � � � � � � � � � � � W � W EDWARDS CO ORADO 16321 � � Z ? 970 926 8960 F 970 926 8961 'v m I I I I sb.ot I I I J J � , � � � � � � � � � I I I I I � I ( I � tU- � , � - - - - - - - - - - - - - - �- - - - -►� - - - � - - - - - - - � - - �- - � - - - � - -+ - � - � � � � � � � � � � ry ,� W18 x 35 � I i � � i �b� b� � Q � S i I in 6 ' Ox12 W1 x35 WlOx12 B - - - - - - - - - i - - - p � i . i � i i , I I �° � +�h � I � � � � I ° ' -� � �`� W -� �+ � � � � i � � � 'e � i u� � .� - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - I - - - Wi8x35 Wl x35 Wi8x35 `Sl . � ��j' , � z � � � � s6,o1 'S'ss . '�o in ( I S6 01 ,� I en I m F� � m Q� i i x i i � i x� 6 � I _ � � I 18x35 W18X35 3 . � - - - - - - - - - - - - - - , - - - ' - - ' - - - - - � - - -�- - � - -If- - q - i 6 ^ t� - W18�� � � W18x35 Structural O Q � � (; - - - - - - - 6 - - - � - � nsultants "' �' m � � � ' � Incorporated � 6 N 21 6' CON RETE � I � 5'183/a b � °� � 56.07 CURB .O. CURB � O Q 3400 E. Bayaud Avenue #300 � , = 173'-6 � iO i � W10 x 45 [17] � 18 x 35 W18 x 3 � �� Wl0 x 6 Denver, Co� orado 80209 � � (3a3) 3��- � i �4, FA� (���) ���- a�u i . � � W10 x 45 ( ] i. � • W18 x 35 N m � X � Emad InfoC�sci-denver com � N � � i X O � � Q N � � i X ^ 6 xro � .i xro i � � SCI Job Number 04- 187 v ^ CONNEGTION � m ^ 'n 15'-33/a 1 '-95/a �p 12'-8l'a 3 � 2 ;o RE� 11/5616 N r � c� ,=, 3 = Wtpx45 [ l � � � Ox45 [17] � ^ , ISSUE/REVISION DATE NO � � 6 �� i b� 6 6 6Q 6 �_ �+ W10 x 45 [17] � 18 x 35 W18 x 35 �� � Wt0 x 6 STRUCTURAL CDS 01 NOV07 - - - - - - - - - - - - - - - - - - - - - - - - - '� b+ � � m Q � i W� Ox 45 17� Q � � _, � 07�45 ��� � � I � � Q � � S TOV RESPONSE 12DEC07 Qj . D � � � � � ! � I � m I I i I cn ! � ;o ' 6 •,o TOV RESPONSE 11FE608 Q PROVIDE 6' � W�Ox45 17] � �n �� ( WiOx45 [17J .� I �n 6•�, W� px45 [17] � 18x35 W18x35 �� � lOx6 . NOUSEKEEPING PAD � , CCD #24 23APR08 Q �' RE MECNI FOR SIZES� '� . � � � � �� � � � � � m 2. ��8 � m � '� 4 Q CCD #32 18JUN08 Q � '� O x ,n �'v �n � x ,^� x 3 -O /a v x x v 5 AND LOCATION. � _m Q � Q N I.� I Q ' N ,-. I Q 6 , � Q � , � ^ 6 � L - - 6 -�� - - - 6 - � J �- 6 6 �o Q _ � Q � r - � - � � � WlOx45 G7 ' �p W18x35 � Wt8X35 � � W1px6 NOTUSED - 5 LEVEL 8 ENLARGED PLAN AREA 2 �8--, � o� E � _ _ _ _ , _ L � _ 6 _ � _ WlOX45 L � , 0 45 , � � � _ � _ _ _ CCD #34 17JUL08 Q 6 17'-5' 3 x . 3 x i W12 x 22 ' 6 NOTES� O 1 m O . m , 3 2'-�91'2 6 B �G p � � � ; 12 -73/a 3'-4' � -^ 6 �< '� � � m CCD #36 23JUL08 1 . BOXED NOTES �� INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. , m � '� , Q7 2. TOP OF SLAB ELEVATION = 173'-O', UNLESS NOTED THUS� x�-� � _ _ _ _ _ _ � ti/Vtp x 45 [ �-��8 � 6� � � � 6 W� � x 45 �� �� � w� 2 x Zz W18 x 35 � �� W12 x �' F - - _ - - _ -- -- _ -- -- - - -- -- -- -- -- -- -- - _ -- -- -- _ -- - - - - - - _ _ - _ _ CONSTRUCTION DOCUMENTS 08AUG08 3, TOP OF STEEL BEAM ELEVATION = 172'-7' UNLE55 NOTED TNUS� (XXX'-XX') � � y� px 4 [17] •� y� X 22 ,� � ;o T - - ^ 4. <X'> INDIGATES GAMBER OF STEEL BEAM. . , m � � . ; N � N O � � TOV UPDATE SET 10SEP08 5. PROVIDE 3/a' � x 4" H.A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS� [XX] WI-IICH INDICATES TOTAL N ' ' i i � 4 � � ; . -`�8 �"9 x W m � � � `� � NUMBER OF STUDS EQUALLY SPACE H A.S ALONG BEAM UNLESS NOTED OTI-IERWISE; WHERE NO STUDS ARE � �O �O 3 I � ��8 �O "� 6 TYP. � � I 0 J � 3 � � I p D l G A T E D P R O V I D E 1 S T U D P E R 2'-O' O F B E A M L E N G T H. � W18 x W10 X 2 6 W18 x 50 W � ^ W18 x 35 Wi8 x 35 6. �� INDICATES STEEL DECK TYPE AND DIREGTION OF SPAN (2-SPAN MINIMUM). RE� SNEET 51 .00 FOR STEEL DECK G " ' ' - - ' - SCI-IEDULE S-3 Q REGI$T . � 17'-5' '-33 ' 5�/s '� � � 6, O •� �I 0 . . . . . . . F 7. RE� SHEET St OOA FOR STEEL BEAM CONNEGTION SCHEDULE. � STAIR FRAMING AND ,-., � 6.00 -m � � O�P � PoY B,q' .9Fp Wt8 x 35 ir► ^ in �. : � 9 • 8. ►-� INDICATES A MOMENT CONNEGTION. RE� 1 , 2, AND 3/S6.00. � LANDING BY STAIR m 6 O `� �n � o . Q ��. • ' SUPPLIER i /� x • � W1O i y�� g Wi8 x 50 � W18 X 35 c� ; �`'� . 9, RE� S3 00, 53.01 , S3.02, 53.03, AND S3.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY � � � i V3\ • v cp °� ,o x 22 ,� � � x 3g � ,o ; � ; PRECAST SUPPLIER. , � � 3 � n � m � � m , v , � ;� 10. 'SC' INDIGATES BOLTED GONNECTION AT STEEL BEAM TO BE SLIP CRITIGAL. H `� _ _ _ _ ! 7 � 6 x � x . . x O _ x _ x ^ ,o _ x ,o _ � .• • ;`� 11 . GOORDINATE SIZE AND LOGATION OF FLOOR DEGK OR PREGAST WALL PANEL PENETRATIONS FOR MECNANICAL 6 W18x50 3WiOx22 ^ � � 35 � W18x35 W18x35 6 � y� gx35 90 ' • • • • • • •�F,�� DUCTWORK WITH ARCNITEGT, MECNANICAL ENGINEER AND SUPPLIER. Qt � � SSIONP O �' � � a - o� 12 �� STAIR FRAMING AND � � INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WHERE PARALLEL TO 600 m SS6 � � � `S6k6 10'-5Yz LANDING BY STAIR �`� , . � • A WALL OR CONCENTRATED AT A PERPENDIGULAR CONDITION �b . + � � � k �6 SUPPLIER ;� 19 -1Ya `� � 21 '-10' 6 CONCRETE � 6 tn 13. RE� SHEET S1 .00 FOR LINTEL SCNEDULE AT OPENINGS IN WALLS FOR 4' STONE VENEER. i i i GURB T.O. CURB 5-3 � +% � W18 x 50 � � W10 x 22 � � i8 x 50 W18 x 35 W18 x 35 • 14. PRECAST SUPPLIER MUST GOORDINATE ALL OPENINGS REQUIRED FOR MECNANICAL, ELEGTRIGAL AND . - - - - - - - - - - - - - - - - - - - - - -��� - . � PLUMBING TRADES. � m ,� � Q , tis,s Q N •_4y2 /� e �G � Q � 15. RE� 51 .01 AND St .02 FOR COORDiNATE PLAN AND SCHEDULE FOR COLUMNS NOT LOCATED BY GRID TIE. p , NS54 x 4 x a S �n O Q � a- c� I . F� .� ' , I 16. O I ND I CATES STEEL COLUMN, �0 18 x 35 W18 x 35 W18 x 35 RE� SCI-aEDULE S1 .04. �' � ABOVE AND BELOW N -^ ' +6+3 � �/ O� 'L � � � - - - - - - - - - - - - - - - - - - - - - - - 18��1 - [ e - � - 17. TYPICAL COLUMN BASE AND NSS POST TO GIRDER DETAILS, RE• 51 ,01 - - - - - - - - - - - - - - . - - - � • x O � 18 AT CONNECTIONS MARKED TNUS (�) PROVIDE A WEB EXTENSION PLATE TO ALLOW FOR A 3 BOLT m CONNECTION WEB EXTENSION PLATE TO MATCH BEAM Fy AND TW, Q � � � � Q 6' EDGE . � � i .� i �0 � 1 6 � OF SLAB � s W18 x 35 3 W18 x 5� 56.01 19 AT CONNEGTIONS MARKED TI-IUS (��) PROVIDE A WEB EXTENSION PLATE TO ALLOW FOR A 4 BOLT m 6 :o co CONNECTION WEB EXTENSION PLATE TO MATCH BEAM Fy AND TW J _ _ _ r _ _ _ � 18x �� �20� � X _ � i _ c _ _ � _ _ _ ' � '� � in in - _ - - _ S6 6 _ ,� � W18 x 35 n tn � _ e�<�G�� � - � 6 - , - - K -�tra-� va � � - - - - - - - - - T 0 � - - - - - - - - - - - - - - ' - - - ' - - � - - - �+) �O � 7 ' ' o ' i TYP. 1 U � ^ �-F p� 6.00 X 10 5 �n ^ m �� J� 2 co I 56.04 X � 1 O � �� � O `7' � SEE SECTION CUT •� 6.00 + � � S6.01 3 � � � r 56.04 x +b J P AT ROOF FRA ING O 3 cD t� •� � � O FOR ADDITION L 'c:� W18x50 W18x50 3 �� p �o �` L .� _ T _ _ _ _ _ INFORMATION _ - - `?' - .� �c � � � � _ �. � ♦ W . a�j 6 00 � � � i � � t i i i i x � � ' - � � � � 7'-1 %a 3'-ZY8 � y�1`S6 Qj TYP. e��C,,� -,� S6.01 � Q �- Z �o �y m � - +6 � W18x50 �� W18x50 ' � �,, - - -_ - - _ - - _ - - _ - - - _ - - - - - - _ - - - _ - - -_ - - - - _ - - +e _ - _ - - _ � � � � . . � � �, �, p p _ O � � � m m � m � O 0 �O O � � � CO I� CO � � �� 6 � � b+ � � � � � � i i � t i i � S6.01 � d N _ - - - - - - - - - WlOx22 W18x35 3 W18x35 3 WtOx22 � b+ - - � n/ �/ . � � 6'-23/a' 12'-IOYa 12'-11 �/a 1 '-6Yz 4'-63/a � � LL LL � � � � � J O w � n -,: X � J � .� � _ _ _ o �� � � � � � / � \ b W18 x 35 W18 x 35 � i� 3 � � � � � - - - - - - - - - - - - - - --t- - - - � - - r - - - - - - - - t - � - - �- - - �b+ - , � � � � �� 19'-O�/8' 19'-1Ya � � P - - - - - - - - - - - - - - - - � � � J S6.01 W � � W16 x 26 � W16 x 6 Q (183'-11 ') 10 (83x 26 ^ 1 (183'-11 ') � � � � • S6.01 56.01 � � � � i i i � � t � i i � 'c 184'-4' - � q J co S6.01 O � VJ � ► � i � � i � � i i - - _ - - -. .�._w�..� (� - - - - - - - - - - - - - - - - -- - - - , � - _ -�� �-� � � t < < ? � n : " � :� � � � � , � � � � � , � r, r . � G , ,� . ;LL � , � . � � � -=-�-y-- - - �_ _ _ � ��__- � _ __ _ _.�av_ , . � N .� � i i � i i i � i i � � � � � � � R - - - - - - - - - - - - - - - - - � � LEVEL 8 °' � ENLARGED PLAN � �O i i � i i i i , i � 3 v v S` _ _ - _ _ _ _ _ _ _ - _ N - - - - - AREA #2 � � � N , N' O�D � y � � � � � ( � � � � ( � ( o � � � PLOTTED MAR � r � CHK'D BY JRB w F- p COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS o.. � p 2 3 4 SHEET NUMBER. � J 1 1 1 1 1 1 I f 1 I � > T - - - - - - - - - --- - - - - - - - - - o � z � I 1 5 ■ � - D . P .A. PROJECT # 06232 . 00 � � SCI PROJECT # 04- 187 y � 0 � U � L3.. I 2 3 4 5 6 7 8 9 10 OVERALL 36'-5Ys GRID TO GRID 10'- 3' 7'-11Ya 18'-9' 11 '-73/a 6'-O' 5'-5' 10'- 4 ' 21 �-43I4 19'-lYa 27'-5Ya . � ' • - � Archit ts � Qo � � � � � � � � � � oc o W > oc � O c9 � A , 2301 BLAKE ST., STE #100 �o � � DENVER, COLORADO 80205 � � i f � � i � � � � � � 303 861 8555 F.303 861 .3027 W � W 0225 MAIN STREET UNIT C101 Z Z EDWARDS, COLORADO 81632 . 970 926 8960 F 970 926 8961 � '-3' 6'-O' _ _ � � , U U O � � � i i i � � E � i � I AB ' S 4�0. i � � � O � m � � a BC S S 5 S 5 d` B - - - - - - - - - - - •� � � � i i i i m _ , — i�. '-3 2'-6' 2'- ' 2'-6' 2'-6' M 2'-9' 2'-6' � � � 2'-6' 3'-O' � � � � i i i � � S S 5 � . iS � S � iS iS iS , S S �S �° � � 3'-115/a � v � i � � � � . �o � � I .� 2'-11 �'a 5 - (� . . � - 3,'�3�4 • 6 S S S � 5�� m BC S S BG � 2-65/a N cv = , , , , , , , � � Structural � BC S �' S 3'-O' � 2'-6' � � � 2'-6'i 3'-O' 2'-9' � 2._6.� 2�_6.� 2�_6. � ' Consultants (�` - - - - - - - - - - N - - � T - - ' - - - - - - - � �-65�a � � , � � , � , , Incorporated �n BV (13') � �-4 2 �35�8 ' �Ya m S T S S S 5 T- IS � S IS B CA , 3400 E. Ba aud Avenue 300 b 2 � � � , 303 399- 5�54 vFAX � 303n 333 9501 � ( ) Email Info�sci)denver com � v X (13') T T T GA SCI Job Number: 04- 187 i i i - i � t-- - i - � - � v� ',o i i i i 'O T o � 1 _ � F T� _ � _ I CA , ISSUE/REVISION DATE NO. X (13') .� � S � S � 5 iS ' BC ' S ' S BC _ = m = � CCD #34 17JUL08 . . � - - - - - - -� � - - - - - - - -� . �O I I I I �O i i i i � � � BB CONSTRUCTION DOCUMENTS 08AUG08 D - - - - - - - - � - T m T _ _ • � � ' I � I I � I ;o ' TOV UPDATE SET 10SEP08 � � � � ' i S i S i S iS � S � S � S BC "v � AL (13') I I ( I T S BV � �; � _ � - - - —r - T - i ° N AL (13') I I I I T � - - - s� - .� _ I BV • L - - _ _ _ — J L _ — _ _ — _ _ J c s s s � s � s � s a� �o E — — — — — ' — L ' — — '" _ Q L� 3'� � — ' � — — — — — — 0 � _ BQ U 3') 2'- ' 2'-6' 2'-6' 3'-O' i i i BB , LEVE � 8 ENL. AI�GED .� � IB� IS IS B� =° PENETI� ATION PLAN A � EA 2 ,��=, �-o- F _ - - - - - - - � - _ - - - , � � m - NOTES � 5'-O' 2'-� '-O'2'- 1 . RE S2.43 FOR ADDITIONAL PLAN NOTES �N .� � � � � � 2�2'-6' 3'-O' i 2-� ,_q: � 2. RE• S1 ,09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. v � G -- _ � _ _ _ _ ! T � i BD i BD T 5 W S 5 T iBD � U � BC � � AY � B . � � � ' a� ' � i i � �� 2•-6- � i A'Yi � � Pp0 REGlSjF ' � T S S � S T m T AY B o�,OQQ' p,oY B 9�FO �' O ( T IX iW is I i BB IS IBCI , I • � � A � � i � i i i i � o � �o � - � - � � � � • . 3 .. N - - - - - - - - - - -' S _ T i _ i i _ � � BB � i i i i i ,o •� ;�� BD N - S S S T : T X W S S - - � B �O,c• . . . . .. ••��\ 5 '° F SIONP�-`� o `� � (a -� a � X_ . X . 4 -O' 4'-O' T _ i _ i i T ;o I I ( I I IT I ( ( AYI , I I ' ' ' (13 ) �o B iBB iBB � BD IBD T� i' BD �BD � � T � X � W � S � S � T � T � � BC � , � AY � B N x '�� BO 4'-6 2'-6' 2'-6' 2'-6' '-6' '-6' 3'-6' O i � i i i i AY . _ (13') O M 5'-O' 5'-O' i '-O' S' S'- ' BD I BD i S 5 T T T X I W I S S T T T BB B BB BB BB I � � . I i � � . v � i i i m BD i I � � i , � � � � � � i ` i � � � T � T T S 5 T T X W W S T g•_2- � `O (13') ' BB B BA BA I BB J - - - - - - - - �' _ ' r T � - � ' - - - - .� _ � � �� � BA BA BA BA BA I � i i ' .� i � i i � � _ i i i � i� � � K - - - - - - - - - - � - - - 2'-6' � 2'-6' 2'-6' � 2�,� ' � Ui i i � i i i � � I I I i Ti m T i i � � i � CF m � AY � i i I I �o I I I I I I � O N T i i ' � i � � � J iS IS IS T T X S W W S T � � � w � r � _ _ _ _ _ _ _ _ _ _ _ ' . T _ _ _ _ _ � I� � � � i � i i i i GA _ i � � � i N T i � i i i i � � � � � � 3�-�� I I � 3'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' � r � � � � Q m i T � � T � T i T i � T X i W i S � T � � � I�, - - - - - - - - - - - , -TO - - - - � � O .� T i i � T i i i T � O � - r -� - -� - o 0 �O i i i � i i � i BG � � - -r� BG� _ � � - BC , � Q � IV - - - - - - - - - - - - S S � S � 5 W _ - - � � Q Q � � T � B� � s T 1 BG T J w p w , 3 � - - R, 3� � - � � � �, T N T �` T O gp T b T T � O � O , , , , � � � , � V � 4'-1 O' � q,-2� � � 9'-7Ys � 4 -6 , � � P - - - - - - - - - - - - - - - Q � � W - � Q - ' � � ` , , � � , � � , � , � � > � � � J , � O � � . � � i i i R i i i i � - -- - - - . _ - ; � Q - - - - - - - - - - - - - - - - - - - - - ' ` - � � i 7 � � ' � � _ � , � A ` (� � � Y ' �^ ` 1 � a � ' 1 �) , � : ; ,, S�i �� � � _. �. �,_ _ . . _ — � � � a } i i E N 1 1 1 I i I � 1 1 1 � Q N M , $ R - - - - - - - - - - - - - - - - - - � � LEVEL 8 ENLARGED m � ¢ � � � � � � t � � � � PENETRATION PLAN � S AREA #2 N � � � � , '^ � � � � � � � � � � � � � � � �r N �i ti � � � � � 4 o . 1 1 I I I 1 � I 1 1 � � PLOTTED MAR o ' � � n r � CHK'D BY JRB w � p COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS o.. � p 2 3 4 SHEETNUMBER � _� 1 1 1 1 I 1 � 1 1 1 � > T - - - - - - - - - - - - - - - - - - - - o � z F I 1 5 ■ � - D . P .A. PROJECT # 06232 . 00 � � SCI PROJECT # 04- 187 , N � O � f.1 N . . i0 n i2 i3 i4 I5 i6 n �8 i9 20 ?� 304'-lY8 OVERALL 27'-5Ye 8'-10�/a 18'-3Ya 24'-4Ya 23'-117�' 18'-11Ya 5'-5Ya 13'-7�/8 13'-6Ya 5'-6�/a 21 '-10' GRID TO GRID � '-35/ ' 16'-5Ya� 3'-tYa 4'-4Ya 10�-� 3�4 4'-7' 13'-81'a 5'-4�/s 1 '-102'-7' S'-�/a 9'-6' 23'-11Y2' q•-6' S'-OY8 2'-7'I '-1 4'-4Y4 14 '-8�/4 4'-7' 10�-� 3�4` 4 '-4Ya 19'-6Ya 2'-33 ' � COLUMNS � . � , /� r,,,C � 1L �c � z � , � , � I I , � I /a L .� � � � Q � o � I I i I � � I � I I � I � � I � I � � � I � I � � p V i � � 2 I i 2 1 1 3 i I I 1 3 ' I � i � � � � I I � I I S6.05 � � I S6 05 56.01 56 05 I � � S6.05 I � I I • I - - I ( I - I - - - - _ - • I • I - � - - � • � - - - - � • � I� I • I I I � ' q N - - - - - - 1-= - - - - - - - - - - - _ - - - - ' - - . � � - - 2301 BLAKE ST , STE #100 � � � � � � � i � � i � � i � W18 x 35 W18 x 35 W18 x 35 � �r � � � N N � D 3N 6E 8, 50L0 03 861 3027 I I I I CONNECTION � I � I � I � CONNECTION � i I i (D l0 I i � � i RE• 15/56.13 2 ' � � :0 2 RE• 15/56.13 I Z Z I � I I S6. 1 i Wi8 x 35 W18 x 35 W18 x 35 � � 56.01 � � i I Z � Z � EDWARDS, CO ORADO 16321 10 � :* J J i S6.01 . . �n I J � J 970 926 8960 F 970 926 8961 � � i = = i I i 184 -4 i cn i c'�j 5Q . m Q � m � 184'- 4. S6.01 3 i = _ I � � x i x �+ � � � i� `o I U U I � I I x � x O �O O I I U U � Q � Q i I � W16 x 26 � ;o W16 x 26 I 3 I I � '^' in �0 ,� � � W16 x 26 b+ � Q Q i (183'-il ) (183'-11 ) , W18 x 35 3 W18 x 35 � W18 x 35 I I � (183'-11 ) � �. I W16 x 26 I � I � � � I ( � � .� � 3 � � U83'-11 ') � I � � � I �. i i I � GONNECTION � 16'-2' 6' 5'-Oj'2 1 '-1 /8 23'-11Yz' 17'-1 ' S' O�" i 16'-2' ' a CONNECTION i � G 6 ( i I RE 15/S6.13 6' � � N o . 6' � N ; i RE� 15/S6,13 I � � I v � p � B ' - � - - x •' - ;�o - - - � - -� - � - - - W18x130 - - � - 1- - - - 1 i W18x130 , 2 . i �� ; � Q I � � � � b � 6'-43/a � I X � � � 1 O I I 6'-43/e � �o � S6.01 I � I Q � � i � �� i � i x �3 , m S6.04 I � ' 3'-q3/a � � �� 3 S i i 2 �,� b+ i i - W ip � X � i � � �O i i i � � � + W18 x 35 W18 35 � IN� 8 x 35 � W18 x 3 W18 x 35 W1 x 35 I W18 x 35 W10 7' 1 � 1 1 S6 01 r � � S6.01 � � �'S�F S6 Ol +�+�°' i 3,x � 2. � 5 X � i � . � � m x 12 S6 Ol +�°' +�°' m X 6 � ++� i ��a i 3 I I I �O 4 TYP. ( � � I :o Q � i ��`+��+� � ,� � � � 9 1' i 6 'O 6 00 i � � 3 � � �,� �,� � 4 � ' 35 � W18 x 86 W1 x 35 W18 x 35 [t 5] W18 x 35 ( Wt 8 x 86 � W18x35 . i 18x 5i i t i � W18x35 � Wi8x35 5Ya � � i i i O i i � � i i � � tructural c - - - - � - - � - - - _ _ � Consultants � 1 '-6 4 i � i cD i c� ch � � � i �i�ivttitf � m 1'-6'q � - - x O � � � �x 3 x � x 5 ip � x � x W� x 35 AND LAND I NG BY x x , �p Q Q � � I n c o r p o r a t e d O Q6 I �t I °� � 6.00 5 c0 I cp STAIR SUPPLIER cp cp I 2 -O' U 3 3 3400 E. Bayaud Avenue #300 � 3 � �� Wl O x 60 [25] �� W18 x 35 i W18 x 65 � � i � Wl x 35 3 W18 x 3 [15] 3 W1g x 35 3 � �. �n W18 x 65 W1R x �5 � w� n x �.n [25] oo., ..o�, Col orado 80?00 r� U , � , 3 . , , � (303) 399- 5154, FAX (303) 333- 9501 � x . 5 I C tn � -8 �8 � -� �8 23�-� 1Y2 � � -� � 20'-11 ' 4 '-7' 8'-5Ya 25,_�Y8 � Emad InfoC�ssci-denver com N ^ , � i i i � SCI Job Number 04- 187 � f 3 �� 25'-lYz � � 8'-4�/e 5 S3.0 4 -03/a � •� � 4' 6�a I � C . `� S5.0 . ,_ . �c W18 x 35 c0 r 5 � 6 � �- Q � p 3 4 ^ . � I 5 I , �' S5 ot 3.03 � ro Q ISSUE/REVISION DATE NO . 35 �� � Wl O x 60 [25l � - W18 x 86 W18 x 3 L151 W18 x 86 � � � m r � . -�� ' �_� ' f , � ' , , i , I ��N� • ti . �� " '"�"w)" 7e_' �. � r i , 1Ox60 [25] CDPERMITSET 010CT07 • ,� STAIR FRA ING � � � i i 6' 5' ' ,: � �'_ � D � _ AND LANDI G BY _ _ : � TYP. _ _ � - - m �`, _ , 1 � � STRUCTURAL CDS 01NOV07 � � - � ` � 6 `� � � L4 x 4 x j4 � '� y� p 6 � � �O � �p • � . � � ;n 4 � � 55 �01 `� � TOV RESPONSE 12DEC07 Qi 35 �� � 1 O x 60 [25] � � �: 4-PLACES 4. • � W18 x 35 W18 x 35 W18 x 35 � � ._�. • � � � 51 M, W1 O x 60 [25] 1 '-O' 21 '-6' 3'-4' ' � '- ' 6• ' 3'-4' 21 '- ' t '-O' Q � , � 5 i � , rn , i . �� TOV RESPONSE 11 FE608 � • � � t • � x i �n 5 � TYP. � 4' L4 x 4 x Ya O T i � 2 0 � x � Q 4-ISS�6 x 6 x /a -O , � ^ HSS6 6 x /a . �: ' d' 5 EL VATOR << , ,w , , „ , , ; :o � x x � x b.pp � ' } } 4 4PLACE r ELEV TOR v x CCD #24 23APR08 � 6 � � � � � � • � • 3 W18 5 W18 35 W18 3 [15l co Q3 DIVI ER ' ' �� • - "•, •, ; _ . • s � > DIVID R ;o 35 � � W1 O x 60 25 BEAtM � � , .N i [15] � ,�^� i . . 'j BEAM � "•, Q � N v O � Q ,� ,� � I �; Q � WlOX60 [25] CCD #32 18JUN08 Q E - � _ - � N - _ - - _ B N � i ^ N - 4 �IE31E � � r i . ,_ . � . ,^ • ._ . ,_ . � 12x22 � x ^ i � � d' i 3.03 x 22� ;o - ', - - - - CCD #34 17JUL08 � , � � S3.0 2'-5 3 6 - -6 2 5 i 4 O' c� S3.0 Q �x � Q x N � ; 6 cn 5 I � � >. ;o � � � N � 4'-O' '- • ' 2'-5' 3'- ' '- 4 • '-6' 2'-5' � �° , �_�- , � •-p ; � I � g 3 I . ^ , . � � I S .03 :o � CONSTRUCTION DOCUMENTS 08AUG08 tO 35 � �� W12 x 7 L351 55,01 a` � ' - - ''y � W12 x 40 � W18 x 35 W18 x 3 [15l W18 x 35 � W12 x 40 � 1 '-O 1 '- '-�' ' _3 � W12 x 79 L351 � '` ` - • . " • � � •' CCD #42 28AUG08 Q LEVEL 8 ENLARGED PLAN AREA 3 y8 -=� �-o- F = o � � - � - - - - - - .� - - �� QQ S-3 ' � 'o i� i • �i i . � ;� ;� � � � � m m • m ,� 6 5 6 Q . 5 4 ' TOV UPDATE SET 10SEP08 NOTES� � ; � � � � ^ 6 20 5 6 x x x � x m u� i• i� � A I i� � i S5.01 S5.01 S5 Ol I � � Q Q 1 . BOXED NOTES � INDICATE A TYPIGAL CONDITION UNLESS NOTED OTNERWISE, � �O � I � S5.01 S5.01 i 5501 S3.0 55.01 i 3 � 3 3 � i A 20 � � 2. TOP OF SLAB ELEVATION = 173'-O', UNLESS NOTED THUS� �. G ^ W18 x 35 � _ _ . � M _ � W18 x 35 ' W18 x 35 W18 x 35 W� g x 35 3 RE� COREW LL SIM. 3.03 S5 Ot � ELEVATI ON W18 x 35 3. TOP OF STEEL BEAM ELEVATION = 172'-7' UNLESS NOTED THUS� (XXX'-XX'). � 18 x 35 i W18 x 35 ' i w� 8 x 35 � �p REG/ST - i.� 4 4 W18x35 � W18x35 w P . . . . . . . F 4. <X'� INDICATES CAMBER OF STEEL BEAM. . -� - - - � - - - - - • - - - - - - , I 'n \,Q�'Z,ROY gq,9 9'c0 5. PROVIDE 3/a' � x 4' N A.5„ FOR ALL STEEL BEAMS AND GIRDERS NOTED TNUS� [XX] WHIGN INDICATES TOTAL � Q' �n 'n ' RE� COREWAL ' O • ' NUMBER OF STUDS EG1UALLY SPACE N A S. ALONG BEAM UNLE55 NOTED OTHERWISE; WHERE NO STUDS ARE � � W18 X 35 � � W18 x 35 '� ELEVATION •N c�i 5 i� � i , � ,n � in vo ��Q �-� • "v ,� N N m W18 x 35 W18 x 35 . IN�DICATED PROVIDE 1 STUD PER 2'-O' OF BEAM LENGTN, `� . � _ _ _ _ _ _ _ � _ _ � _ ,� E� � W18 x 35 W18 x 50 [15] W18 x 3g I cp ��,` x � � o � 6. �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SHEET St .00 FOR STEEL DECK p x ;o X i ;o x � � r � i � � Q �� ;c� SCNEDULE ��g x �c,_ � � .`cc, 7. RE� SNEET S1 .00A FOR STEEL BEAM CONNECTION SCHEDULE. ~ ^ 3 W1 g x 35 5 3 W18 x 35 � 184'-4' x ' � x ' � N x ' � ' � • A90 . . . . . • '� � •N �n �o in ,o �n � ,o ;h � '� '� WiBx 35 W18x 35 �' '� SSIONP�-�� 6 `I -� O -(� � 8 ►-� INDICATES A MOMENT CONNECTION, RE� 1 , 2, AND 3/56.00. •,n . � � m -� c0 W16x26 �o �n W16x26 �o N m � � 9 RE� S3 00, S3.01 , S3 02, S3.03, AND S3.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY � � � I •,n '� � � � v �183 -» �� � v �183��> > �� 3 v � °� °� 1 � cN J�� I O � . v • PRECAST SUPPLIER. r 'n � 21 '-10' i 19'-1 ' 13'-8Ya '- 4�/a 9'-53/a � � � 9'-5Ya � 5'-11Yai 13'-1 �/a i� GO'� �� i n � �O � in 10 'SC' INDICATES BOLTED CONNEGTION AT STEEL BEAM TO BE SLIP CRITICAL. W18 x 35 i W18 x 35 i W18 x 35 i � W18 x 35 i � W18 x 35 U i W18 x 35 �� W18 x 35 � 3 6 � Wig x 35 3 ` 11 . COORDINATE SIZE AND LOCATION OF FLOOR DEGK OR PRECAST WALL PANEL PENETRATIONS FOR MECNANICAL •� . i •�. TY DUGTWORK WITH ARCHITEGT, MECHANIGAL ENGINEER AND SUPPLIER. � av � � 5 � a ec� � 10 9 11 V IN� 8 35 >, m a xxK -0 �'�► u °� I Q U I �0 �� G,� 8 x 35 � 56.01 S6.01 S6.03 � � I °� v � � °� INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WHERE PARALLEL TO U 12• �~ cv in � � ►/�� g x 35 N Wt8 x 35 `r � � W18 x 35 A WALL OR CONCENTRATED AT A PERPENDICULAR CONDITION �L �U S6 01 S6.01 � � W18 x 35 iv W1g x 35 V �' W18 x 35 � 13. RE� SNEET 51 .00 FOR LINTEL SGNEDULE AT OPENINGS IN WALLS FOR 4' STONE VENEER. � V - - -�- - - ' v - - '� m - - - �x� - � U - q - - - - - - - - - - - - - q - D • y�� g x 35 10 v U 14. PRECAST SUPPLIER MUST GOORDINATE ALL OPENINGS REQUIRED FOR MECHANICAL, ELECTRIGAL AND � � � O x . � ._� - � 4 � 5Q � � PLUMBING TRADES 1 � 8x � i ; ^ Ya � � ._� � � � S6.13 S613 , •� 1 '-OYa: m � S6.04 i 15 RE� 51 .01 AND Si .02 FOR GOORDINATE PLAN AND SCHEDULE FOR COLUMNS NOT LOGATED BY GRID TIE. ,� S6 Ol W18 x 35 tO � 6� O 'd � , 7 Q � E � , I1 �713 6 � 6' � x � � , W18 � c0 W18x3 1 16. O INDIGATES STEEL COLUMN, RE• SCHEDULE S1 .04. `� � 2 � � � 8 ^ � �r�; 5613 7 °� � �4` x 35 � � � � �p 56 01 � 17 TYPICAL COLUMN BASE AND NSS POST TO GIRDER DETAILS, RE• S1 .01 . `� � �- x S6.01 6•_�ye � ,� � m i , 56.13 8 3 � 'O �� - 18 RE� ARCH FOR EXTENTS OF STONE RELIEF ANGLE SHOWN ON PLANS. � � � in tD x W18 x 5m ADD MC12 x 16 6 ADD MC12 x 16.6 'n 7 . x � pv O� °0 � m 6 � � • � AT STAIR OPENING AT STAIR OPENING 0 � � � � 6' °� � G �iv � � 3 , 19 AT CONNECTIONS MARKED 'SC��' PROVIDE 3 COLUMNS AND 4 ROWS OF 1 %8' � A490-SG BOLTS, WITN K - -� - - - - - - _ _ _ - - " A 3�4' SNEAR TAB AND %2' DOUBLE FILLET WELD. Q Q m `p i � � I , � � 3'- 2 2 2 � i 3•_g3�4 W18x35 � � � � � � 20 AT CONNECTIONS MARKED TNUS (��) PROVIDE A WEB EXTENSION PLATE TO ALLOW FOR A 4 BOLT � � x � S604 �O �� <G 12'-O /8 x S6.01 � � OFESLAB S6.01 � � � 8��8 � X � x � 2 J GONNECTION. WEB EXTENSION PLATE TO MATGH BEAM Fy AND TW. m s m +� , 3 � ;� �p �'L • � °O 56.01 tO W18 x 35 � x �'O L6 X 4 x 3/a LLI-I � � � b+b O _ ^ � L6 x 4 x 3/a LLN Q � _ _ X � W18 x 35 � 3 m � � • STONE RELIEF 3 x � � � � �� . � �� ,� 3 ' �O ANGLE 3 SIDES STONE RELIEF ;o ,� � � � ap ' , 1 � � O a - J J ANGLE 3 SIDES m . � m •cV ,n m p� O � x� O� py� v S_3 � OF BALCONY OF BALCONY � 3 i � � �v p`� i 3 Q � 3 LLI ^ _ L - - - �V � - _ - - - _ � O , 2 � ti � � 0 W18X35 � � W18x35 W 8x35 � W18x35 � - 56.01 � � w .� - _ - 2 - - - � - - - - - i - - - - - - - � - - - - 6, � � �i 6' • ;o cr� S6.01 � fX � � M �� � ._ 3 . 3� 2 �2'-83/s � � m � I O � � � � � xro � v x �x U �� x� �� 8 /s 56.01 � X i X v x X i X � � M - - - - - - � - - - - - -�' - - � - 5 � � .� � Q Q _ WIOx 2 W18X3 � W18x35 18x35 �N x x N � 8X � W18x35 3 W18x35 3 1Ox12 ^ _ � � � O O � v � ,�� ^ �n 2 W18 x 35 5'-5ya 3. O Q �o + � Q • O 56.01 • 'n � � � b+b � � � � �� v 3 ,o � � � v v 5'-6�/a � ��/ � N2 - - 3 - - - - - - - - - - - ' - - - - _ _ a � LL � , �, � ^ . I - 3 - , - � 4 - � - - - � W18x 6 ' W18x76 � 8x35 t ' ' � _ _ 1 '-O%a 13'-5%a ' v 13'-8Y ' - - - - - - - - - - - - - - - - - - 3 - � W18 x 76 i� � W18 x 76 � X J W O W . ^ a � tOY2 qYa 13'-7�/a _ 13'-6Ya 11YA 3 O ---� LJ� � � w� � � �� � N wio � Zo O � (183'-11 ') in p (183'-11 ') ;0 0 W16 26 � O - 1 � � � (183' 1 ') W12 x 19 � � ' ` � � Wl x 26 ' � � (183'-11 ') v �O 184'-4' S6 Ol (18 '-11 ') \ 56.01 � 6' 3'- P - - - - - - - - - - - - - n 1 m W16x26 - - - � � '+ W16 x 26 184'-4' (183'-11 ') W J � W16x 6 S6.01 1O 11 (183'-11 ') 10 � � � - � (183'-11 ') � S6.01 S6 03 S6.01 6.03 �/ � > I..L� , � � i � i � i i i i i i � � r Q �� m � � � � � O � � /� v � � � - - � _ _ _ ,_: _ . _� � I � � I 1 1 I I i i , 1 � _ _ f � ( ,� � � _ � � � � � ^ � � � � � �. � � � � � _ � y E' � `^ ' ' � � � Y , ._ � •N • - ' � N+�-_ `-�_�� '�_ _ � _ R ` +� � � , . ! � �� m � - � -- s - - t . _� � � ,� � � � i i i i i i i i � i i r Q � � � R - - - - - - - - - - - - - - - - - - - g �- ; LEVEL 8 3 �° ' ' ' � � � � � � � � � ENLARGED PLAN � N� S AREA #3 � � � �. � � � � �� .�. � � �. � , � � � � � � � � � 'cF N �I , � � � � � � ,_ � i I I I o " � � � � � � � � � PLOTfED MAR ~ � � w � w � CHK'D BY JRB ¢ j � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS > � 2 3 4 SHEETNUMBER � T - ! - , - - , - - ' - - t -- - � I I 1 1 1 1 � O , - - - - - - - - - - - - - - - - - - - - Z � _ I 1 5 � D . P .A. PROJECT # 06232 .00 � SCI PROJECT # 04- 187 � 0 � U � LJ.. � � ` , ip n I2 i3 �4 I5 �6 i� �8 i9 20 ?J 304'-lY8 OVERALL 27'-5Ya 8'-10�/a 18'-3Ya 24'- 4Ya 23'-11Y' 18'-11Ya 5'-5Ya 13'-7�/a 13'-6Ya 5'-6�/a 21 '-10' GRID TO GRID • ; � ' • - � Archit ts � Q � � i I 1 1 ! k 1 I i i I W o 11 '-O' i l '-O' p � 2'-6' 2'-6' 2'-6' 3'-O' 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 3'-O' 3'-O' 2'-6' 2'-6' 2'-6' i � • A► - - - - - - - - - - - - - 2301 BLAKE ST , STE #100 , . � � � � DENVER, COLORADO 80205 �o f (jj � � � � � 2�� I I I � T `O � � � � � - � � � AZ i i i 2�f�` � � � � � � � i 303 861 8555 F 303 861 .3027 � i '`� i� � � � � � � � � _ i UJ UJ 0225 MAIN STREET UNIT C101 lU W 5 S S S S AZ CE T S ( S - IS S T CE S S S S S Z � Z EDWARDS, COLORADO 81632 Z Z J � � 970 926 8960 F 970 926 8961 c9 U U I I I I I T ' � � i i � � � T I I I ( I IU- � �c O � � � �' I 5 � S � S � S � S � � CE � T � S 5 S � S � T � CE � 5 � S � S � S S Q Q Q Q �, rl-, �, �-, r-�, .�., r+, �+-, �, �, r+, �-, ,-G., rl-, �-, �, rl�, � � � i � � � � � �o � � � i , E 1 . . . . . , . , -N 4._� , 2'-6Y' T i i i i i i T 2'-6Ye ' � � , 2 -6 2 -6 2'-6 2 -6 3 " �i 2•_�,g 1 � _ __�__ _ � � r � - 4'-OYa T N � i i i i i 2� 3 i T S � W S 5 B - - - - - S W • i i � _ � i i - - - N T �° T '-3' � 2._6, , 'p '( `O i� � m S _ N � _.� _ � _ .�— i m T T � i i i � � i i i T in T - - - - T- -;V in � �o , � •Q '-3' 3' A 2'-6' 2'-6' 2'-6' 2'-6' 3'- S , , � � � � U -N � � � U IU Y S S S S S CE1T IS iS iS � rT�CE S S S 5 � U - � - - -N � � � , � '� �� iA � � � S S A�( i i i 1' i i5 i 5 i q O � � � u - - - - ih - - - - S 8� � - - - S - - -� .-4 8J2 , i i i i i BD i i BD i i i i i. O �o - � 8 S • 5 � S - - - S ; r I I I I I T ' � ! � _ � _ � _ � , � - T I I I I I �: g - - - � - --� - S 3 3� 5 c� , O - BG � �O CE Y Y Y Y r'r� � S � 5 � S � S � 5 m I CF I T I S , S , S I S I T GF i S i S , S i S i 6 3' 6' ' O' 2'-6' 2'-6' 2'-6' 2'-6' 2'-9' S � N 6, � i ;� � BD 3._0. O T S T BD � � S CE Y Y Y Y � A'Z i i � O , t r u c t u r a I GA -� i i i i i i i i i i T i i i i i i i � _ T _ _ GA CA C - _ - - - _ -- - _ - ' - - T - - _ - - - _ - - -_ - - - - - - m onsultants �O ��� � T � � �� ��� _ T T i� S 5 T i� Incorporated CA � T T i� i i � i i S i T i i i i i i i i i i ! _ _ _ _ _ _ _ GA ' B � S S Z CE Y Y Y Y Z Z S S S S S � CF � T � S S S � S � T � CF S S S S S Z Z GE Y Y Y Y Z S S _ 3400 E. Bayaud venue � � � � � Denver, Colorado 80209 `N GA T i i T � S � _ T T � i i � � _ i i i _ T , T _ � i Si � _ i _ i i � S i _ S i _ T � CA (303) 399- 5154, FAX �303) 333- 9501 � - � � � � � � � I I I ( I - � _ � I I I I O I� - �- - ' � � tmau mto craenver com � , . ' � � � I ' � � � I SCI Job Number: 04- 187 ' GA Cq 2 -6 T i � � � � � S � � N T � � � � � T � T � � � � m �� T I I SI I � � I I T I � CA `� .y.._ y � _ _ _ � r _.r. _ - , � -, , - �_ - � -, , - � - + - �N CA i ISSUE/REVISION DATE NO. � 3'-O' 3'-6' '-3 2=6' 2'-6' 2'-6' 2'-6' 2'-6' p Z I Y I Y I Y I Z I AY � CF T 5 I S I S 5 T CF I AY I Z I Y I Y Z 3�- ' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2' ' 3'-6' 3'-O' 2'-6' � � 5 BC � _ m , � � , ! , : , in = CCD #34 17JUL08 � , s i s � . � . T � � .� � ` s s ia , • • �� � . BB : � T O � � � _ � _ � _ � � � _ T Y ! -�. ' � � BB i CONSTRUCTION DOCUMENTS 08AUG08 i i i i i i i i i i '> � - - - - . - — � - — - . + - - AZ � i T i - —� AZ - ' - ,,,,. _ ,.- - - - ,.,,,,,,, - � BC , � > S S W 5 S � � S S W 5 ' S � � � � � � S TOV UPDATE SET 10SEP08 �, � CE T S S T CE AY : � : BV � ' Ay T � ,'� " �O gV - ' � � � � � � I � :, � ;o , y T �I S � W � T � T � -� CF T 5 � S � S S T CF � AY � T � S � W � 5 IT �} � � ,� , � , . , , ; . ., . , , , P-I-, P-r, PI-, r-I-, P-I-, 1 . _ . • , � ; , r. . > : . , . ' , N ( BC , i . , � � i i i A`Yi AZ - - - �, i i i i i . ' S E BB _ _ _ - - - - - � - T � � T 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' - - - - 5 - � - - p - � ; � 3�_p. -�- � � - - - � 4- � B� 3�_�- � . ` `; , i :t ,� � I . . . . s 5 � � �• " W W B � � D � T � 5 � 5 � T � p -O 3'-O ' ' � in in BG In �� :, � , • �. • •, , _ — ;, "m - - , ,, , . , ,; ;, , F _ _ _ ' � • � _ - - - - - - � S i i T � T T iw iW 5 3._ . 2. . 5'-O' 2'-6' '-O' � '-O'2'-6' S'-O' 2�'6Ya' ;� - - - - - . . 'N ; 2,_q, ' 2,_9, 3,_O . � i � 2._�. �O gC I i .� - � - � BC , � � i 3'-OYn 2'-6Ya. � g�-OYa � 2'-9' '-3' 2'-6 '-O' '-O'2'-6' '-3' 2'-9' � 3'- N �o �� � � Y N BD _ BD _ _ BD _ _ 2 -O' 3'-1Ya � � '�`' � � BD � U � BG � � AY � BC � U i BD r S 3'-7Y 3'-O" 2'-b' 2'-6' 2'-6' 2'-6' '-6' 3'-7' 3'-O' '-3' W W � � 5 � �S - W W 3•-O' 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' 3'-O' S 5 T BD U 5 AY i i AY , S U BD G � , � T S 5 S T 5 BC CE BD i i i BD i i i BD CE BG S^ T S 5 5 S T , , , , , , , , , , , , 2'-6' � i A'Yi � � � 2'-6' . 3'-O" 3'-O' .� - - - . �0 2 -6 2 -6 2 -6' '-O' -O 2 -6 2'-6' 2 -6 m o�PppP EGIsTF9F �°° - � - � - � � - BB Y O T i� I I i_ T _ I I I - T - - - S � `� � � o� ' Q� A9'�'�° � T IS IBCI , IAYIBC �5 5 S 5 S S �o i � I I I ( �� T � � � S O O i i i I I I ;� BB cn i i cn � � 9 � T S S S 5 S S T 5 5 5 S � • � c�` • . � � � � � � cr� AY v � , Y T � I I i i i i N X I I I I 5 � BD BD S I I I S � i i i i i T � _� BB � BB m • o •� i � ih ih � i � i . . A . • � BB BB �o i � i i i I I I I i i i I ( I , • • N _ � i i i i i i _ i � _ _ iT iS S S T � S � BC � CE _ i ,_ . ._ ._ . ._ . ._ . _ ,_ ,_ . _ iGEiBC iS_ T 5 S S S T _ - - - � - - - - � i i t, i i i i _ i 'O � � ,_,� . ,09. .;�� � • • . . . . • •• - _ � $ s x s s s s . _ ao _ 8•) _ -, A'O� (8-) - - AO (8-) � , e T s s AY s s � FSSIONP�-�`� a q -lo - o��! - AY� , � � YI T i � i i i � i N T N 9'-q' q'-9' T _N i i � � � T i S I S I S S S S ( I I A I I ( I I . I I ( I � I I I I � i i i i i �o I I I I I I � 5 -8� � I I I I I � i i i i i i i � i i � T � S � BC � � AY � BC � S � 5 X S S 5 � � i i i � � U � i i i � U _� S S 5 S iS iS � ( S IS ( S S S S T S S � AY S S T 2 -�..,�`_`',�`''�. " 'l�v AY i i i i Yi O S S S 5 5 O A , 7'-11 ' m T i i � i i i i i i i i T - IS X ( S IS IA IX S S S S S - 5 -8� - W S S S S S S � T � S � S IS S S S S LEVEL 8 ENLA � GED ° T T W o . � � PENETI� ATION PLAN AREA 3 � � � � � Ya 1 ._� I , 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' 2'- � — � �. ;o i i i i i ^ � 8 -O' . � � BV �" � S T I I I -m 5�-8� NOTES� 8'-2' � CF S X S S �X �-6' 2'-6' ! � ' � 2'-6' 2'-6' BV T S S IS S IS CF 1 . RE� 52. 44 FOR ADDITIONAL PLAN NOTES. AY ' 2 RE� S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. •� ,� - - ' •� - - � X S i i i � n 'f � � i i i i i p 2'-6" 3'-O 0 i i K m - - - - � _. - - - - - - - - - - .� � O � UF � AY � � 12'-6'12'-6' 2'-6' 2'-6' 2'-6' 3'-7' i t 3'-O' 2'-6' 2'-6' 3'-1 ' 2'-6' 2'-6' AY -N 2'-6' 2'-6' 3'-1 ' 2'-6' 2'-6' 3'-O' m B N i i i � `i� � S S S S S S i X iS iS i W i Y iT � T AY � S � W � S � T T S 5 � S S � S � � O ' `° � W � ;� � i � � � .� i i � i i � 3'-O' 2'-6' -6' 2'-6' 2'-6' 2'- X i i i i 2,_9. _ — 3'-O' 2'-6' T 2'-6' 2'-9' �/ . � � > � 1..1... �, - - - - i i � i i i � - - CF - _ _ _ _ _ i f •m i i i iCE — �1 / w . ,� . � � Z .m . � ►- � � o � � O X 3 O' T X T T m - - - T � � . '�o � � - - - 2,-6' 2'-6' 2 6. - - r— r -rt - -� - 2'-9' - - - - � � � � S T S I , � � O M - - - - - - - _ - _ _ - - - - - - _ - - - - - - - - - ,.,,,,,, ,,,,,,_ i S i S i i S i T iS � S iS T iT W W W W W W W W 5 � � � - -�� ►- � _ _ S_ _ _ _ T _ _ _ S � . . � � 5_ � _i i_ � T . _ � _ .t� L � _5 � O � �- 'O � :o i 2 -9 — � i I I `O 0 Q � � � ' ' t N - - - i� T T T - - — - - - -- - - T N T - - - Q � � . i i i i � i i i i � O T m T � J W O W � i T T i i i i i i i i ii � J � b �I I I I I I I �I Q O O . I T I F— ( , �/ � 3•-O' 3'-O' i i � 3._�. 3'-O' � � � v L.L P - - - - - - - - - - - - - - - - ; � ► � _ -� - - � - Q J � 2'-6' 2'-6' 2'-6' 3'-O' 3'-y'a 2'-6' 2'-6' 2'-6' W - ( /'1 � vr � ` � � � ` � � � � � � � � � � � � � � � Q m � J � � � ^ � Cn , _ - , ��. _ �. � . , , - r � �� ._r � � � � � � � � � � t � � � ` rI - °— r i n !" �" '� � � �� � � � �� � �� � � �� � � � � � � � � � � � � � „ � ` ' � CJ ^ f 9 d � P , m I - ° - v� � , . -_ ..___�_ .. �____• __�.._ .. _.. _ �� .i�-.�.......� '�' �i , � � N ! 1 1 I 1 t 1 I 1 � I I "�z Q � ,ci °� R - - - - - - - - - - - - - - - - - - - � ' LEVEL 8 ENLARGED � . . p� 6 � � PEN ETRATION PLAN 3 � � 1 1 l I 1 1 1 1 l 1 I c `n - - - " N S - - - - - - - - - - - - - - - - AREA 3 � . � � , N �I � , � � � o J o � 1 1 1 i 1 I 1 1 1 1 1 1 � ^ , PLOTTED MAR o, . � w ^ � � CHK'D BY JRB � F � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS Q C d � SHEETNUMBER > O � 1 � 1 I 1 I 1 1 1 1 I 1 l � T - - - - - - - - - - - - - - - - - - - - - - - � � � � 5 ■ o ' � D . P .A. PROJECT # 06232 . 00 � - SCI PROJECT # 04- 187 � N .� O � C.7 ! . h N 21 22 23 24 25 26 27 28 72'-53/a OVERALL 21 '-10' 19'-1 ' 19'-t�/a 23'-10' 16'-8Ya 19'-OY� 15'-3Ya 7'-4 ' GRID TO GRID � 19'-6Ya 2'-33 ' g'-4' 2'-05/ ' 8'-83/a 6'-lYa 4'-7�/a 8'-4%a `8�/ ' 9'-1O�/a � . � COLUMNS o � • - � Arch � t ts � � � � � , � z � I � I I � I I � I I � � � � � � � O J i i i i i i i � ~ � U � W ` I I I I I I i i i i i i i � � O • A 2301 BLAKE ST , STE #100 ' � � � DENVER, COLORADO 80205 tV (V � � 303 861 8555 F 303 861 3027 � � I f ( I f I I � I I � � � i � Z � Z � � � � � ' � �, 0225 MAIN STREET . UNIT C101 , EDWARDS, COLORADO 81632 J � J I I I � I I I I m . 970 926 8960 F 970 926 8961 _ = i 7'-3Ys i i S6.01 i i 7'-4 ' � i � , V l.� I ( I I I S6 � I I � i � � � i i i i •p� � t � �� W18x35 - - - - - - - -+- - - - - - -R- - - - - - - +-- - - - - -a - - -� � ��. 1 - - - - - - - - � i i o i , � � WlOx12 . - - - _ _ _ _ � _ - - 6 e ^ � � 1Ox12 � W18x35 � � �y� i � '� O �O I -I-� I � I X � �+� I � � � E �� 4 � `� � � s � Wi8x35 W18x3 � Wt8x35 � � � � � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .��+�°' � � , i m • _ � + X QD m x m �o ' k � X 4 � I � i . � � � � n � i3 r �o ' Wi8 x 35 Wig x 35 Wt8 x 35 , W18 x 35 i J�.� t C`0 � i M - - ' - - - - - ` - - - - - - t - - - - ' - -' - - � � � - - - - - - - - - - tructural �, v o e � x Consultants - 0 - 3 0 -� �� m - � X o� - _� 3 - 2 - - - - - - - - - o c Incorporated � � S6.01 " WiOx60 [25] W18x35 3 � gx 5 3 3400 E. Bayaud Avenue #300 � wie � �o ' (3u3) �aa- oD�4,�r A� (��j d� 8b2�09 ' Emad InfoC�sci-denver com '-7Ya � 12'-83/8 14'- 15'-35/8 • SCI Job Number. 04- 187 �� . �� � - - - - - - -�- - - - - - � - - - - - - ' - - - - ! - - ' - - - - - - - - v J ; J . � ; m ISSUE/REVISION DATE NO . 4 G� �� � G� 0� i� x� 1 '-6Ya N `o 1 O x 60 [25l Wl8 x 35 �� W� 8 x 5 �� W18 x 35 I � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CD PERMIT SET 010CT07 . - . � � ' STRUCTURAL CDS 01NOV07 � � N ` - - - f -- - - � � - - � � I - 2 - - + �+ �, 3 - � _ - - _ - - ' - _ - - - _ - - ' - _ - - - _ E - - ' - - _ - - _ - - p TOV RESPONSE 12DEC07 Qj Wl O x 60 [25] W18 x 35 � g x 5 W18 x 35 56.12 �D� ,� 56.12 4 �� � � � QO� � ' S6 � 2 � TOV RESPONSE 11FE608 Q i� � � . m . � . , � 4 � � � � I X HSS18 x 6 x %2 LLV � � � CCD #24 23APR08 Q W10x 60 [25� W18 x 35 3 y� g x 5 � � W18 x 35 � � � , �� CCD #34 17JUL08 Q � EVEL 8 EN� ARGED PLAN AREA 4 ,�-=� �-a- _ �� _ _ _ _ _ x _ � _ 4 _ _ , _ _ � 1 _ _ E CONSTRUCTION DOCUMENTS 08AUG08 2'-7Ya 6' 6• > ' NOTES� 'O � � J O � 2�-6� `o � -� � CCD #42 28AUG08 1 BOXED NOTES �� INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. NN � ' �5 2. TOP OF SLAB ELEVAT ION = 173'-O', UNLE55 NOTED TNUS� ��-xx- � W12 x 79 [35J W18 x 35 y� Z x 22 � x W18 x 35 ' W18 x 35 = tD �' _ _ _ _ _ _ _ - - _ - - - _ - - - _ - - - _ - - - _ - - - - _ - - _ - - F TOV UPDATE SET 10SEP08 3. TOP OF STEEL BEAM ELEVATION = 172'-7' UNLESS NOTED TNUS� (XXX'-XX'). �� � TYP. � � 4 . <X'> INDICATES CAMBER OF STEEL BEAM. • m c`�n STAIR LANDING • . 5. PROVIDE 3/a ' � x4' N.A.S , FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS� [XX] WNIGN INDICATES TOTAL � � � � F� 6.00 x AND FRAMING 5 i i � i iO ; N NUMBER OF STUDS. EGIUALLY SPACE N.A.S ALONG BEAM UNLESS NOTED OTNERWISE; W4-IERE NO STUDS ARE � 'm 3 SUPPL EIR S6.12 ^ �O � I pD ICATED PROV IDE 1 STUD PER 2'-O' OF BEAM LENGTH W18 x 35 W18 x 35 W18 x 35 � W18 X 35 6. �� INDICATES STEEL DECK TYPE AND DIREGTION OF SPAN (2-SPAN MINIMUM). RE� SNEET 5100 FOR STEEL DECK ' - ' - - - ' ' - G SCHEDULE , m �p REGISTF 7. RE� SNEET S1 .00A FOR STEEL BEAM CONNECTION SCHEDULE. 'n X 6' 7'- a '-4�/8 1 '-3Y8 . ,� �pQP•�'POy gq9:pF0 8. �� INDI CATES A MOMENT GONNEGTION, RE� i , 2, AND 3/56.00 W18 x 35 W18 x 35 W18 x 35� 3 W� g x 35 OF ESLAB � �;�````e �``�9 � 9. RE� 53.00, S3.01 , 53.02, S3.03, AND S3.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY • � � � � i � � ; ° 5 ' PREGAST SUPPLIER. � TYP. 4 . � � CONNECTION . ; :'� 10. 'SC' INDICATES BOLTED CONNEGTION AT STEEL BEAM TO BE SLIP CRITIGAL. _ ■ _ � _ _ �O _ � _ x RE� 14/S6.13 _ _ _ _ _ ^ _ _ `� H A'• • :���`' 11 . COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECHANICAL Wig x 35 `� W18 x 35 W18 x 35 W18 x 35 � 6 6'`g�9 9� SSIONP��� v9 DUCTWORK WITN ARCNITECT, MECHANICAL ENGINEER AND SUPPLIER. " � � X OJ� ` � "Q� ,o � 4 S 0 . � 1 2 A W A LL OR CONCENTRATED AT A tPERPE DIC�ULAR ICOND STI0 0 B E A P P L I E D U N I F O R M L Y W H E R E P A R A L L E L T O � � GdJv y� •� Q o W18x71 P p S'( P O 13. RE� SNEET 51 .00 FOR LINTEL SCNEDULE AT OPENINGS IN WALLS FOR 4' STONE VENEER. � Wt8x35 3 W18x35 � �� i NS i � � i i • 14. PRECAST SUPPLIER MUST GOORDINATE ALL OPENINGS REGIUIRED FOR MECNANICAL, ELECTRIGAL AND - ��' ^ - 8� A `S6k - - - - - - - - - - - - - - - - - - - - ' - - - - ' PLUMBING TRADES. TYP• 5 �� �ST 6k � ,� '� 15. RE� 51 .01 AND S102 FOR COORDINATE PLAN AND SCE-IEDULE FOR COLUMNS NOT LOCATED BY GRID TIE. U 56.01 ��,` c0 � eF�O m p 1 6. Q I N D I C A T E S S T E E L C O L U M N, R E� S C H E D U L E S 1 .0 4. W18 x 35 � W18 x 35 ;0 3 _� � 9 '�n c� 17. TYPICAL COLUMN BASE AND HSS POST TO GIRDER DETAILS, RE• 51 .01 . x 56.13 18. RE� ARGN FOR EXTENTS OF STONE RELIEF ANGLE SNOWN ON PLANS, � � Q1 X W18x35 � 6- � 19. AT CONNECTIONS MARKED TNUS (�) PROVIDE A WEB EXTENSION PLATE TO ALLOW FOR A 4 BOLT Q � ' W18 x 35 � W18 x 35 � 6�'6 ` ' X ;o � � � � � ` GONNECTION. WEB EXTENSION PLATE TO MATCH BEAM Fy AND TW S6 Ol � � '� c� t`��l -' � �� Gd✓ �� -�n °� � . 56.13 - - - - - - - - - � J - - � - - - � _ 3 . � ,� - - - - - - - - `" K � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10 ' U ` • t t I I ! I 7 m ^ S6 04 g 7 � � J X � '� S6.13 56.13 m � 3 o J � � W18x35 W18x35 SIM. TO � O ^ 1 � 1 , 2 MC12 TO GOLUMN ; LJJ � � - sb.o� - - - - - - - - - - - - - - �' � � � ^ E� ROOF PLAN � � y� .� OR ADDITIONAL ° � � � � ,� � � Z �j✓ O II FORMATION � Q � . � W18 x 35 G 0�v W18 x 35 � � � - - � - - - - - - _ - - _ - - _ - - _ - - _ - - - _ - - - _ - - - _ - - - - _ - - _ - - �,, C� � O O 3'-9�/a 15'-3Ya � 15'- 5/a 3'-IOYa � � O Q � � - , �/ � W18 x 35 � p W18 x 35 � Q i i � � i . �O � � , _ _ W18 x 35 W18 x 35 i� - - - - - - - - � � � L.L � � � � � N � � X x � x X � �+�+ O w � CO � CO � . 3 � i� � 3 � O J � W12 x 19 W18 x 35 W18 x 35 � � O Q (183'-i t ') _ . � . . . . IN12 x 19 - - - - -r - - - - - � - - - - - - -� - - - - -� - - -r - - - - - - - - � /'� (� V � � � 6 3 -9 /a 15 -3Ya 15 -35/a • 3'-10Ya (183'-11 ') ;o �+ / ^ - - - - W16x260 `� - - - - - - - - - - � P Q J LL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w � ♦ ^ 184'-4' �O � V J W16 x 26 ' (183'-11 ') � > � � i 10 i i i i � i i � � r ` � 11 56.01 9 � � S6.03 S6.01 � O , _ _ - , �/ J � _ _s.� � , , < < ( ( C � � � ' � . .�. -...i i g � L � 1 [� � r� • -. � A � � � �. � � � � � � � � � � � �. � � ti 7 V � / � � r� , ", - „_. . ."_.� -___ - ' '�� - -, �....,_...�__.� "., , � 1 � , 1 E 1 1 1 I i 1 N Q � � � � � � M �; - - - - - - - - - - - - - - - - - R g � o , � LEVEL 8 � � , E � � 4 � � �° ENLARGED PLAN -� � - - - - - - - - - - - - - - - - - s AREA #4 N �' �I , � � � � � ot 1 ! I 1 ! 1 1 � o, � PLOTTED MAR o � n � r CHK'D BY JRB w ¢ p 1 COPYRIGHT � 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � O SHEETNUMBER � LLJ I f I 1 { t I I - - - - - - - - - - - - - - - - - - - - T 0 z o • � 5 ■ � - D . P .A. PROJECT # 06232 . 00 � � SCI PROJECT # 04- 187 � � 0 � � . . . . . 21 22 23 24 25 26 27 28 72'-63/a OVERALL 21 '-10' 19'-1 ' 19'-i �/8 23'-10' 16'-8Ya 19'-OYZ' 15'-3Ya 7'-4' GRID TO GRID � o � • ' � QrChlt tS � � � � � � � � � � o � � Q o °L w • oc > c9 O ' p' 2301 BLAKE ST., STE #100 ^ � � � DENVER, COLORADO 80205 tV tV 303 861 8555 F.303 861 3027 � N � � � F � F i � Z � Z 0225 MAIN STREET UNIT C101 _ � _ . 9 0 926 8960 F� 9�70 92�896632 ,O 8'-6' , S'; � U P O �• w � � . � � A'6 m . � t i � i i i � \ 2�-0• / , 2'-6' 2'-6' 2'-6' 2'-6' T --� i 5 5 5 A,Y 5 5 �BG ti � - - - n m . i I I I .%° m - - - - - - - - - - B 3 i � i �v �j 2'-6' 2'-6' 2'-6' � i S 5 S N � BG S S qY S S o i � � i � i , � � i � � �' S S 5 S � '- 4 8 2'-6' 2'-6' . � 3 15/a � ' i � m . ' `o , � 5 W CE BC N 5 S S N m � Q � T 5 S 5 BG BC . t i ► i i S IrUC IUrQI CA m i i i i i � i i i i i i i �o - - ,� —t - _ - - - - B - - - - - - - - - - - - � onsultants CA -N i_ 1 � _ �— T � —� _ _ � _ T i i i i i � Incorporated S W BG B -� 3400 E. Bayaud Avenue #300 GE S S S f� PnvPr Cnlnrnc�n �mn� E IE IE IaGI G � CA T (303) 399- Em5a I Info�sc�i�den ercom1 � � --�- - -�- -� � - �- - -�-t- - �-- - i 4 � � � � � SCI Job Number 04- 187 �:, CA ' ' � ' T ' ' ' ' T ' ' ' ' ' �`O ISSUE/REVISION DATE NO. o fi �t - fi1 � - � - - I- - I I I I I � = iS iV�► � CE � BC = � S iS i � S = iS iS iS iBCi C CCD #34 17JUL08 � � `O T T � BB i i � � � i i i � i i i i CONSTRUCTION DOCUMENTS 08AUG08 '0 � I � � � � � � � � D TOV UPDATE SET 10SEP08 � � S W CE BC S S 5 � S S S BC C S . � , N i i i i i i i i —� � i � i i i ' IS IW I �EIBC S -� - � � I -� N IS IS IS IBGI G � , � - - - - - - - - - � - - � - - � -� - - - E � � � � � � � � � � � � � . � � IS IW ICEIB� I I I I SI SI SI IBGI G �, 3'- ' 2'-6' 2'-5' 2'-9' 3'-O' 2'-6' 2'-6' '-O' 3'-O' 2'-6' 2'-6' 2'-6' - - � - ' - - - - - F 6' '-O' '-O'2'-6' '-3' 2'-9' � 3'-O' 2'-6' 2'-6' 2'-6' 2'-6' 3'-O' � 3'-O' 2'-6' 2'-6' 2'-O' 2'-O' � � � � � � '; N `� (V S AYi I iAY , S � U � BD T S S 5 S T X X W AY � , o - - - - G 6' '-O' '-O'2'-6' 2'-6' 2'-6' m ( I I I O T - - - - - �PpO REG js , . . . . . . . � � � � � � .� p�. •• NROye•TF9 S i iqY S 5 ■ S 5 � 5 � S � 5 � S � X W W � C':�`�e '�9 :F M � � � � � A � m BC _ _ AY _ _ � r � i i i � . � . . . - - � � i i i _ i 5 �o -# 2'-6' 2'-6' 2'-6' �-O. - - - - - - - - - - � : i i i i i i 5 . . c�, S qY S S � S iS W S S S � X - � W �W i S � S � S BCiBC H � :Q . �'r '' • . . . . . • •• ���. A T 2,_6. g � S'ONAL E�� U �f- l0 -O ?S i � 3�-� �D . I I I I I I 2'-6 � S � � � � � � S S ' w IS ' S I •O 3'-6 � AY S S T in X x W 5 T � BD � � � � � , . • 'v S S � S ' S IW IS IS IXm T S � 4�-�� O N W W w S I i � , 8�-�� I 1 1 I I � T I I 1 I �j'-8 , S S �/�I w S X X W W S � ! I ! i I LEVEL 8 ENLARGED � � _ _ ' � � �--�" - � � - - - - - - - - - - - - � J PENETRATIDN PLAN AREA 4 �-=, �-o- , , , � o � � � � ; - - • - - � - - - NOTES• ^ � m K . . 1 . RE� S2.45 FOR ADDITIONAL PLAN NOTES , _� BZ � � � � T O , i i i � ~— ' ! ' t ' 2. R E� 5 1 .0 9 F O R P E N E T RA TION DETAILS AND ADDITIONAL NOTES. � � I I I I I I I I m J i i i i X ' i i i i �o J � T � S IS IW ( X IT T S S S S T „ t � � LLI . - - � - - - . � -f-1.--T- - - - - - - - - - - - - � > � � i � i i.o T ' O' 2'-6 2'-6 2 -6 2 -6 2 -6' � i � F � , � � W . I I I IN O I I I i � o � Z - - � _ r s w x_ r m � s � s � s � s - - - - - - - - - - - - � � o M � o0 T � � � , T � T _ � p o � oo � T � I � � � I � � I T i i i i T M t i i i �O � � S 5 S S � S�S �S - � S � � — - , - T - T T - - - - - - - - - - - (�J � Q � �/ � T - - - - T 1 - - - - T ,�I w O W - - - - _ - - - - � � J � 0 0 0 � T O � T � , � � , , (n cn U � � , r-�3r4 ' - - - - - - - - - - - - - - - - P Q � � W — � 5'-6' Q � � d- � � � I E i E i i I i � � • � \ m �D i O� _ �/ / � � - . - � � a _ _ _ � _ � _ _ � _ — � _ _ � — � � — — I � — i I _ _ _ V� ; �_ ...- ,� €` ; `� � � , �{ � ; � ! � �� � �. . � J � � i . ».-�. .. _ .. .. - ,._ ._' " z-_ � � , � � � 1 � E i I i t E I I N � ¢ 0 f+i oi � - - � - - - - - - - - - - - - - - - - R � � � LEVEL 8 ENLARGED � � � � � � � � � � PENETRATION PLAN � ¢ - - - - - - - - - - - - - - - - - - - - s AREA #4 N �' �f , � � , � � � � � ( � � � � � � • o ; LOTTED MAR w r w � CHK'D BY JRB � � , COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � � 2 3 4 SHEETNUMBER J Q � � � M � { ( � > - - - - - - - - - - - - - - - - - - - T LL 0 Z o ° ,� 5 ■ ° D . P .A. PROJECT # 06232 .00 � - � SCI PROJECT # 04- 187 � 0 � � � � � . , � : a 4 s e � a q n • a n � e �s p e a �o a n ss � aa �e r �s oveita.�. �as•-yf �-ioY; s4-itK' is•-yP iea-49(i ovew�� GRD TO GRD 10-3' T"1Pfi 1BR tt-0�I(K 6'-C ?-0' 10-� 41'"4r 19'-UQ ZT3� E''tO�i 1D'"yC 24'-� 2YiUS 10'iUi' 6-6Yi 17'73{i IY-Nfi S-6�A' pl'-10' 14i' 19''I�.f 23'-1? 16'dL' 19'O"i IS'S�(i T-I GRID TO GRm � � ¢. COLl�.M6 IB4�B�'i 23'-Ils '9Yi � COLU�MB � O � � � 1 1 1 1 1 � � 1 1 i f 1 1 1 1 1 1 1 1 1 � 1 ! 1 e 1 1 1 � �o � O � F � � . A � � � �, � � uo A � ' ' �ex� � � ' • - � Archit ts � � � i , � , , , � • � , � : i t � � i , � , , � , � � � p � � wiex�s p � � � v � ' b � I � x �X� O � � , � O e1 1 1 1 1 1 1 � 1 1 � 1 1 1 f 1 f � I I 1 1 ! 1 1 1 1 1 � � � . s - - - - - - - - - - - - - -�- - - - - - - --,�x " - - - - - - - - - - - - - - - - - - - - s � ------------------- -------- ----- --- ----------- ----- -- --- ----- -- -------- - ---------- - - -- - ---- ------ ---- ----------- - — - ----- - ------- ------- -- --- ------ --- ----------- ------------- - -------- ----------- -------- ---- ----- ----- --- -- --�,- -------- —= - -=-- — � _ � � � � � � � � i t I � � e x b' � exo � r � � � � � � � � � � � � b Mna%3s H � � b , � , 2301 BLAKE ST , STE #100 vxax3s � � � f 6, T I - � g D3N6E8, 50L0 03 86183 27 ------- -------------------- � ----- � - -- � -- ---- --- - - � --- -- � -- � --- � ----- � ----------- �---------- � -- � ---- - � -- -- - --- --� - - ------------ --- - - h --- - --------- �- � ------- �----- - � - - � - -- --�----- �--------- �---------- � -- - ---------- � --------- � ------ ----- � -------- � - --- � -------- - --- --- 0 c _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �gX� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � 0225 MAIN STREET UNIT C101 ■ � � � { �— EDWARDS, COLORADO 81632 h ■ vY�ax3s o � H 970 926 8960 F 970 926 8961 � � , � � � � � � � � � I � � � x , � � � � � � ' � � � � � � � � � � � s�1i i0 s3N,� I �' ----------- ---- --------- --- ----- --- ----------- ----- -- --- ----- ------ - -- - - ------ - ---- --- � wis.3s -- ----- --- -- ------ - ------- -- ------t----- --- ------ --------- -- ------------- -------- - ----------- ------ -- ---- --------------- � M � x � x .. �x � .........�..... x D - - - - , - , , - - , - , , - , - , - - , - - , ---�-- - , - , - - , - - - �l w�e:� � - - , , - - , - , - , , - - , - - , - - ,- - , - - , - - , , - - O , �_ 13'-0' 1� � � F� � , e■3s � c v�nex� �- � E � - - - - � - - � - - ^ - - - - ---�-- - - - - - - - � � ^ - - - - - - - - - - - - - - - - - - ' - - - - � ! � ',�,' � � x � � � . - - - - - - - - - - - - - - --�- - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - � D � � n � � � � � � i i � � � � � � E � � � i � � � � � i � � � i � d � F � � T C � - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - � � O . � � � � � � � � � � � ■ � � t � � � � � � � � � � � � � � � 1 � . �+ - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - w � I Structural . � � � � � � � � e t � � i i � e � � � i � � � t � � � � � � � � � onsultants ; I Incorporated , , . , , . , , , , � , , , , , . , , , , : , , , , , , , , 3400 E. Bayaud Avenue #300 Denver, Colorado 80209 J ' ' ' ' - ' - - ' ' - - - ' -�—' ' ' ' - ' _ _ ' _ ' ' ' ' ' ' - - - _ ' ' - ' - - ' ' - _ J (�os) aoo s� sf, rn>< (aoa) aaa oso� '� ■ � � Emad InfoC�Dsci—denver com K - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - K SCI Job Number• 04- 187 � � � � � � � � � � � '� � � � � � � � � � � � � � � � � � � � a � I o ISSUE/REVISION DATE NO. . � � � - - - - � - � � - - � - � � - � - � - - � - - � -�- - � - � - - � - - � - - - � - - ` � - - � - � - � - ' - � - - � - - � - - � - - ' - - � - - � � - - � � CD PERMIT SET 010CT07 � b , I W M - - - - - - - - - - _ - - - - - - - - - - - - - - - - _ _ � _ _ _ _ _ _ - - - - - - - - _ � STRUCTURAL CDS 01NOV07 � � I � TOV RESPONSE 12DEC07 Qj • � � � � � � � � � � � . � � � � � � � � � � � � � , � � � � � N - - - - - - - - - - - - - - -�-- - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - N � I � � TOV RESPONSE 11FE608 Q b � I � � � � � � � � b CCD #24 23APR08 Q � � � � � � � � � � � � � � , � � t , � � p - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - --�-- - - - - - - - - - - - - - - P � I CCD #32 18JUN08 4 . � � � � � � � � � � ' � � F � � � � � � � • � � � � � � � � CONSTRUCTION DOCUMENTS 08AUG08 � I � � � � I � TOV UPDATE SET 10SEP08 . � � , � � � � � � � � � � � � � � � � � � � � � � � � , � � C - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - Q � � � � [± i � � i i � � � i f I e � � � � � e i � F i � i � � i � � i i! ■ Q � - - - - ' - � - ^ - - - �—'-f-- - - - � - � � � � ' - � - .. .. _ , - � � - - - ' - � � � - � - - Q � , , , , � , , , � F I . � , , , , , , , , � , , . , , , , , ° oQ`P�� REG�s jF9 a - - - - - - - - - - - - - --r-- - - - - - - - - - - - - - - - --I-- - - - - - - - - - - - - - - s o�. ;Q�j. R�Y g.9,p. Fp �. . . . . . . � V� g� '��: � � O . • � • . � . � � � � � � � � � � � � � � � � � � � � � � � � � � � � , . . � ' ; : � � ■ � A . .��4 _ ' _ 9�F ' • . . . . . ••'� � � � I � � F SIONA���� �j4' -� o-d � ,r � � � � � � � � � E � ■ � � � � i � � � � _ � _�� � � � - - �- - � - - � - - � � - - � � 7' - - � . . � ' . � . � . . . . . . � . . � . . � . . � . � . � � . . � � . � � . � � . � . .� _ — . � � � � ' � � � . . � . � M.t. � . � . . � . . � . � . � � � . . � . . . . � � . ' � . � . � � � � � . . � � � � � . � . � � . . � . � . . � . I � � � � � � � � � � � E � � � � � � i � � � � i � i � � i � � � � a I o- � � � � � � � � i � � � � � � � � � � � � � � � � � � � � � U - - - - - - - - - - - � - -�- - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - U � � � b � b � � � i i i � � � � i i e i i i � � i � i � � � � � i � V ,. ' ' ' - - - - ' - - - ' � --F^- - ' ' ' - ' ' � � ' - - - - - - - � ^ ' - ' ' - - - - - - - � r � � 1 1 1 1 1 1 1 � 1 1 � f 1 1 1 � 1 1 1 1 1 1 i 1 1 1 1 1 1 f � f %1 � YI � � V 1 1 1 I t t 1 1 1 1 I F � 1 t 1 1 1 t i t � 1 � � � 1 � 1 � � � � w � � � ' � � � � � � � � � ��� � � � � � � � � � � � � ' � � ' � � � � � � � � � � ' � � � w � � 1 1 1 1 1 1 t 1 1 1 , 1 t ! 1 1 1 1 1 1 1 1 1 f 1 t 1 1 1 � � � d , n x � - � � � � ' � - - - - - - ��_..' � - - � � � � � � - � - ' - - .. � � � ' .. � ' � � � � � � � � � x � � I 1 1 1 1 1 1 t t 1 ; t 1 ! 1 1 t t f 1 1 1 1 f 1 k i 1 1 � � L " � ° � � ' � � o � , , , , . . . . , , . � . , , . , . . , , . , , . , , . , � o R I � O � o � ' o Q Y - - - - . , , - - ' - ' ' - ' - ' - - ` - - ' --I-- - ' - ' - - ' - - ' - - - ' - - ' ` - - ' - ' - ' - - ' - - ' - - ' - - '- - ' - - ' - - ' ' - - Y Q �- Q � � ' J w0 w . . , . . . , , , , , , , , , , , � , , . , , . , , , , , , � � � � - � � p p � , 1 1 1 1 1 1 1 1 1 ! I 1 1 1 1 1 F f 1 1 ! 1 1 ! 1 1 1 1 1 � � U � , � � '� � � � � � � � � � � � � � � ���� � � � � � � ' � � � � � ` � � � � � � � � � � � � � � � � � � 'i �► � '° � J ♦ ^ � � � I � � � � � � � � � � � � � � � � � � � � � VJ � 6 � , � , � � � � � � � � � o � � ■ � � � � � � d- � � � � � � � � � � � � , � � � r � � � � � � � i � � � � i , � � ` � � I O � � � � � � � i � � � � � i � t e � � � t � � � t � � � � / � V ♦ � COLU.R�6 169'�B3'i 23'iUf '3Yi � CALI�.B�6 _ GRD TO tiilD 10'-3' T'lOfi 184 R-7�(i b-0' S3' 10'4' 2 -43^i 14-U(i ZT�51(i 8'"103� 18'''�4' 21''4Y'i 23'it�i 18'�46' 5-6�6' 13-Y3fi I9'-6�6� 6-63fi 21''10' 14i' 19'-I?� 23''10' 16$�Y 19'-01�'t 15-3� T-4' GRID TO GRID ' � _ - - ` • � • },-„-� pyeR,e,�� 16S-41F 23''1Cti'� 44-1 UIlS" 18-SK I80'"49� OVERALL i - u - . _ ,� -yy 9 � 9 ' � 1 Z S 4 6 6 7 0 9 �0 � Q D �4 6 b D � q a pZ 94 78 t� � F "" "� n n ^ ^ >� � , i � � � � � , � � � - �r,� il , - , � � - � � `' ,) � �__.._._ __— - - --- v°- -t _ .._ �, _ ��,.., , .� � � ¢ v � fV (�! Oi � 8 � O � Q) 3 L VEL 9 PLAN � � �. N �� LEVEL 9 P � AN Y,6=� �-0- � � � � � NOTES� ? 1 . SEE ENLARGED PLAN SI-IEET 52.47 FOR APPLICABLE PLAN NOTES ° � PLOTTED MAR 0 W CHK'D BY JRB � w 0 COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS n. > 2 3 4 SHEETNUMBER O � J Q � LL 0 � 0 1 5 D . P .A. PROJECT # 06232 . 00 � . � SCI PROJECT # 04- 187 N � O � � U � ll. 4 1 = s 4 5 6 f 8 9 O � 4 l! 14 d 16 rr � q � a 22 43 �4 16 96 27 � ovrxnu. ia�•-awi �-iovl s4•-n�5 ia-y6 iea-49li ov�� GRm TO GRD 10'-9' T-1U6 1B'+i' fi-7�Ni 6'-0' C'-S 10-I 2I '4� 19'-LYi 2T-6Yi E'-tONi 10'-'.Ufi 24'-� 2SiUS 1CiUi 63K 17-03j 17�i' S�iQ 21 -10' 14-I' 1'Y-I'�' 23'-10' M'-d� 19'-0�S IS'"?�16' T-I' GRID TO GRm 0 n � � I 1 1 1 1 1 t 1 ! i k 1 1 1 1 1 1 ! i i t 1 f 1 1 I 1 1 � o � s-�r z�• 2�e• 7-s• z-b•z-s• -e Q a A - - - - - - - - - - a - - - - � � � � � � � - - - a o u o . - - - - - - - _ ' ' - ' ' ' ' - - - A a � i � � � � � � ' � i ■ � � i p - � � I I � I � I � ;� � � i i � Y � � � � � � � i e ^ n �n 5 5 6 5 6 6 � i n � - S 5 5 5 5 6 CE ' ` � • • , /�l �V � � t ts p � � � BC I I ( I I I I BC � � , O � .� � �S �6 �6 �6 �5 �6 �CE - � i � � � � � t t � � � � � t i^ '? � t � � � � � i � t � � � _�- � _ T T_ f � s - - - - - - - - - - - - - - - - - - - - - � _ � � � � � � � � - - - - - - - , - - - - - - - - - - - - - - - ,� , ,,, _ � s � - - ■ . � � � � � � � � � � � i � � � s IS '6 15 IS I6 Ct 6 5' � � � i i t � � i � � i i � � � � ' 6 ' � 2301 BLAKE ST , STE #100 � e DENVER, COLORADO 80205 � ^ . Z � � � -"' � � 303 861 8555 F 303 861 3027 � � � � � � � � � � � � � � � � � � � � I I � � � � � � � � � � � � � � 0225 MAIN STREET UNIT C101 C - - - - - - - - - - - - - - - ----�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � T �— c EDWARDS, COLORADO 81632 � _ 6 6_ ■ � .� .� .� � 1�1 � 970 926 8960 F 970 928 8961 CE CE � � � t 1 1 1 1 � 1 1 1 1 1 1 � ' T T m 1 I 1 1 i I 1 t 1 1 e 1 1 1 � � M BC 6 6 Y 6 h BG � � � � � i i � � y� � O ' ' � _ _ � ' � � � ' � ' � � ' � ' � ' ' � � � � _�' � ` � � ' ' � � ' io _ AY�BG 5 5 �qy 5 BC AY Y ' � � � � � � � � _ � _ , ' � _ � � ' ' � ' ' �_ � F � _ � _ � � � � ' ' � D � ti ■ � �s � � �s � � I. � - � 3� 6-6' i ��2,��iZ,�,t �9,-0, _�_ ¢ ♦ E - - - - - ' - - - - - - - - - ' --�-- - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - E b ■ � b o -�_ � p ' - ' _ _ ' ' _ ' ' ' ' ' ' _ - - _ ' ' ' ' ' ' ' ' - _ ' - _ ' - - ' ' ' _ ' ' ' _ _ - ' ' �e � � � � � � i i � � i � � � � � « � � � � � � �— � � � � i � � � ;', � 0 - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - F O � � � I � � � � � � � � � � � � ■ � � i i � t � t � � � � � e i e � � � � - y � - � � � - � � - � - � - � ��' � � ' � � - ' � ' - � � � � - - • - � � ' ' - ' � � - - - � � � ' W ■ , , , , . , , , , � � � . � � , . E � , , � , , � , � , , , Structural � � � � � Consul tan ts � I Incorporated . , , , , , , , , , , I , , , , , , , , , , � , , , , , , , , 3400 E. Bayaud Avenue #300 Denver, Colorado 80209 � J � - - - - - - - - - - - - - - -�-- - - - - - - - - - - - - - - - --�-- - - - - - - - - - - - - - -� J �3U3) 3yy- 51 �4, hAX (SU3) S33- y5U1 T K � - - - - - - - - - ! - - - - - - - - - ^ R - - - - - - - - - - ' - - - - - - - - - - - - - - - ^ K Email InfoC�Dscrdenver com � SCI Job Number 04- 187 � � � � � � � � � � � � � � � � � t � � � � � � � � � � � � a ' I � ISSUE/REVISION DATE NO. � - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - � CCD #34 17JUL08 � � � � � � � � � � _� � � , � � � � � � � � � � , � � , , ;� r q � � q o � u y� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ M CONSTRUCTION DOCUMENTS 08AUG08 _�_ � � � • tl � � � � , � � , � � . , , � � , , , , , , I , , , , , , , , � TOV UPDATE SET 10SEP08 N - - - - - - - - - - - - - - - --f--- - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - N � � � � � � � t � � i b b i � t � � � � � E � � � � � e � � E � i � , p - - - - - - - - - - - - - - - -�- ^ - - - - - - - - - - - - - - ---r-- - - - - - - - - - - - - - - - P � I � � i i � � i � t i � � � i E � � � i i i � � i � � � i � � � I � � � I p _ ro ■ ■ � i i � � � � i � � � i � � � � � i � � � � � � � � � � i � Q � ' ' ' ' - ' .. - � � ' � ' ' - ' - ' - - � - � - � ' ' ' ' ' ' ' � ' ' - - ' ' ' - ' ' ' - - Q , �� . � � � 'J h i � � � � i � � � � I � � � � i � i � � � � � � � � i � i � !f � I 4 - - - - - - - - - - - - - - - --r--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � a �P�p R G/SjF s ' ' _ - ' � - � � ' ' � ' � � ' � ' � ' ' ' _ _ ' _�-- - � - � ` - � - - � - ' ' i ' _ � � _ ' i _ � ' � _ ' � ' ' � ' - � ' ' �' - k _ ' ' _ _ , ' - - ' S V:��4e •• • . . . . .. �� . � � � p�� ' � R� Y gqq 9F0 � • , � . � � 0 9 • � • . . , . . � � � � � � � � i i � � � � � � t t � � � I � � � t e � t � A� •� �CI ~ � , ~ �0.�' •• . . . ..••'��CC, � SIONA��� p�_ �a .. o � � � � T � i � � i � i i � � � � i � � i � � � � � _�_ i � � - - �- - � - - � - - � � - - - - - - - - - - - - - - - - - - - � T --r- - - - MATC4LII�! 5247 - - - - - - - - - - - - - � . . � . � � . . . � � . . . � . . � � . . ' . . . � . . � . . � . . . . � . . . . � � . � . . � . � . ' � � . � . . � � ' � � � � � � . . . . � . � . . � . . . � . . . . � . . � . � . � . . . . � . . . . � . � � . . � . . � . � . . � ■ . � i � � � � � � � t � ■ � � � � � � t i � � i � � i � � � � � � I a � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � U - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - U § � b 1 1 1 1 1 1 1 1 i 1 ! 1 1 1 1 1 1 t 1 1 t 1 1 t F 1 t 1 v � �. � � � � � � � � ' � � ' ' � � � ' � � � �. ,. .. ,.. � � � � � � � � � � � � ' .. � � � .. � � � � � v � � 1 1 1 1 1 I � 1 1 1 I 1 � 1 1 � 1 F 1 1 1 1 1 1 1 1 I 1 1 n � H i 1 1 1 1 1 1 I ! 1 I 1 � 1 1 1 1 1 1 I E t 1 ! � 1 1 t 1 � � J . � w - - - - - - - - - - - - - - - -�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w W .. 1 1 1 1 i / 1 1 1 1 ■ f 1 E � 1 1 ! 1 1 1 1 1 f 1 1 1 1 I � � � � , � � ' --�-.- - � W x - - - - - - - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x � c� , , , , . , . . , , ; , . , � � , � , , , , , , . , , , , z � � ° � � Cn � � ' � o 0 , , , , . . . . � , . � . , , . . . � , , . , . . . , . , � � � � — . � oo � . oQ � . . , . . . , . . , � � . , , , . . . . . . . . . . . . . Q Y _ _ _ _ _ _ _ _ _ _ _ _ _ _ , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y Q � � , . _I w o w , , , , . , , , , , � , , , . , , � , , . , , � , , , , . � � � � o � o . � ; �A , 1 1 i 1 1 1 � 1 1 1 I i i i 1 1 1 1 1 1 t 1 t 1 1 1 1 1 t � � / , U � f V � 'L � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ' � � � ---r-- Z " � ° I � W � . , , , , , , , , , : � , � , . , , , , � . . , . , , , . � � � Q c� � � g � � � � � . , , , , , , , t , , , . , , � , , . , , . , , , . , . � Q - � J � o � � � � � � i i � r � � � i i � � � � � � � � � � � � � � / , ♦/ ♦ � CoLI�R�s GRID TO GRID td-3' T-1Vi 16'4 11''7�i' 6-0' S3 10'4 71'J3"i 14-U6 ZT�fi 6'10�f 18'-'Ji(�' 2I-� 23'-Ii1�r 1B'-IVi 6'3ti 13'-7ifi 13'-6Xi 9-6� 9''10' 14i' 19''I�di 23''10' M-8�S 14iY�'i 16"3k' T-4' GRm TO GRID _ _ _ _ - ,.; OVERALL 16S''4t Z3'-1Ci'! $4 '1U¢' 18-SK 18d'49(i pyERql,L � ! E � s a 4 e e � a v o . a o � e � v s A ao � sz �s x ie � s� �e _ � s T ° � � � ^ � , � ° t = � r , J , _�. - . __��� � :� . ' � _ ` .; . , � `' J � � :,�..L. , �� . Y _ _.,s- _ _ �� s_, �_ -.�.,, : � � m E � ¢ N N [7 OI � S � � � 3 LEVEL 9 ¢ PENETRATION PLAN � N � �� L. EVEL 9 PENETRATION PLAN yb-=� �-o- � o � NOTES• 4 1 RE• S1 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES � 2 'A' INDICATES PENETRATION TYPE, RE� S1 .09 FOR SCNEDULE. PLOTTED MAR o ' F- � CHK'D BY JRB w � o COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � 2 3 4 SHEETNUMBER J � � I � � 5 � � D . P .A. PROJECT # 06232 . 00 � . � SCI PROJECT # 04- 187 � � 0 � � � t � � i + � � OVERALL ' 24''11Y2' OVERALL GRID TO GRID 23'-11Y2 GRID TO GRID • ' Q � COLUMNS 23'-11Yi � COLUMNS • � � Archit l� � z � �°-� J � . Z � J O � 1 � � O J OQ[ o OU 0 F- Q 1 nt O � � S6.01 � � O . � � A - - -- - - _ - _ - - = A► 2301 BLAKE ST , STE #100 � N ' • DENVER, COLORADO 80205 * � W18 x 35 �O � 303 861 8555 F.303 861 3027 . v :0 0225 MAIN STREET UNIT C101 Wi8 x 35 EDWARDS, COLORADO 81632 . � . • 970 926 8960 F 970 926 8961 v � m ,o m � v �p � x 23'-11Y2 in 6. co ^ � � 3 W18 x 35 � Q ^ 3 � Q � � ;0 6.00 B - - Q - - - B . x ;r � x� �0 i0 . O � W18 x 35 "N 3 O . ` � N «V ' W18 x 35 � I • � � • f (f� • � , 6._�. � ;o � ^ ,� � . �n - - - - - - - - - , - - - - - - - - - - Structural � x , � _ _ . _ _ _ � Consultants � W18x35 . I n corpora t ed � � '� Q 3400 E. Bayaud Avenue #300 � 600 6.00 w� gx35 � i•i Denver, Colorado 80209 � , _� (303) 399- 5154, FAX (303) 333- 9501 � m � `� Gnail Infv�aci dcnvcr com � ^ X X � SCI Job Number 04- 187 . � ISSUE/REVISION DATE NO. � ' �o � � �o 5'-55/a � 5'-5�/a 3 W18 x 35 CD PERMIT SET 01 OCT07 - - - - � � , � - - - - - - - � m m `� '` X m STRUCTURAL CDS 01NOV07 X X m :' co x D � Y D � � W18 x 35 i TOV RESPONSE 12DEC07 � 13'-O' TOV RESPONSE 11FE608 Q r r CCD #24 23APR08 Q � � 3 � W18 x 35 7 v W18 x 35 ^ 6' � 6 00 �o in v CCD #32 18JUN08 Q E - - - - - -� - E CONSTRUCTION DOCUMENTS 08AUG08 � � � � TOV UPDATE SET 10SEP08 � � v ;n _� i iO � � F r`' - - - - - - m F •� . � ^ ^ ; i i � ^ v � � � N � N G - - - - - - G QP�p REGISTF9 , . . . . . . n n o:O��Q�ROY g,9� . tc0 . ,� . �` • . n � � 0 1 � c0 � � � � '�v • '� �° �• :� N - - - - - -� - H 90' •• . . . . . • ••�� SSIONA�-� O�( - � o - a � o ' � � o . � z J p � �. GOLUMNS 23''11Y2 � GOLUMNS � O J � p � GRID TO GRID 23''11Yz GRID TO GRID O � � O � c� OVERALL 24'-11Y2" OVERALL � � � 14 I5 U LEVEL 9 ENLARGED PLAN AREA 3 �8-=� �-o- -' � NOTES w ^ 1. BOXED NOTES �� INDICATE A TYPICAL CONDITION UNLE55 NOTED OTHERWISE. � �. � 2. TOP OF SLAB ELEVATION = 196'-O', UNLESS NOTED TNUS� ����� w 3. TOP OF STEEL BEAM ELEVATION = 195'-7' UNLESS NOTED THUS� (XXX'-XX'). � � 4. <X'> INDIGATES CAMBER OF STEEL BEAM. Q � � ' 5. PROVIDE 3/a' � x 4' H A.S., FOR ALL STEEL BEAMS AND GIRDERS NOTED TNUS� (XX] WHICN INDIGATES TOTAL � � NUMBER OF STUDS. EQUALLY SPACE H.A.S. ALONG BEAM UNLESS NOTED OTHERWISE; WHERE NO STUDS ARE � > O O INDICATED PROV� DE 1 STUD PER 2'-O' OF BEAM LENGT4-I, � 6. �� INDIGATES STEEL DEGK TYPE AND DIREGTION OF SPAN (2-SPAN MINIMUM). RE� SNEET FOR STEEL DEGK � O Q SCNEDULE. � � 7. RE• SNEET S1 .00 FOR STEEL BEAM CONNECTION SCNEDULE. Q Q � 8 �'�' INDIGATES A MOMENT CONNECTION, RE� 1 , 2, AND 3/S5.00. � � �/ � 9 RE� 53.00, 53.01 , S3.02, S3.03, AND S3.04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY �•L PREGAST SUPPLIER. � W O W 10 'SC' INDIGATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP CRITICAL. � � ^ 11 GOORDINATE SIZE AND LOCATION OF ROOF DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECHANICAL O � LL DUCTWORK WITH ARCNITEGT, MECNANIGAL ENGINEER AND SUPPLIER. � � 12. -�� INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WI-IERE PARALLEL TO � r , �/ A WALL OR CONCENTRATED AT A PERPENDICULAR CONDITION. � V LL 13, RE� SHEET Si .00 FOR LINTEL SGNEDULE AT OPENINGS IN WALLS FOR 4' STONE VENEER. � .. � 14 . PRECAST SUPPLIER MUST GOORDINATE ALL OPENINGS REQUIRED FOR MEGHANIGAL, ELECTRICAL AND t , ' J PLUMBING TRADES LL � � 15. RE� 51 .01 AND 51 .02 FOR COORDINATE PLAN AND SGHEDULE FOR GOLUMNS NOT LOGATED BY GRID TIE. Q � 16, Q INDICATE S STEEL COLUMN, RE• SCI-IEDULE 51 .04 � > � - 17. TYPICAL COLUMN BASE TO GIRDER DETAILS, RE� S1 .01 � r � J 0 C!) � ,_ _ _� _« _ �-, _- �j � 7 , � � � 1 � `.,� ,� r ^ '„� � � r - - � � � � ) � I z � �� �v �� - ' � _... �i �._�-_.- -�.-- _' -'-- .� " _ " . � � � � Qp CN'7 M � � LEVEL 9 0 � ENLARGED PLAN � � � AREA #3 N � tD � N � �I � � � � o PLOTTED MAR � � � - � CHK'D BY JRB w � w � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS ¢ G � 2 3 4 SHEETNUMBER O � � ¢ > � � � 5 ■ � D . P .A. PROJECT # 06232 . 00 �° • SCI PROJECT # 04- 187 � N � O � tJ � L1- - i � . i 14 15 OVERALL ' 24'-11Yz OVERALL GRID TO GRID 23'-11Y2 GRID TO GRID • � � ' ' � � • � /41"C �'11 t t$ o ' � o � � J O j � � J � � 0 5'-3' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' 2'-6' � Q � o[ o o[ , O l 9 i i i i i � � oc > t9 O , r A p` 2301 BLAKE ST , STE #100 � � ' � in _ BD I S I S I S I S I 5 I S I CE gp m `o DENVER, COLORADO 80205 303 861 .8555 F 303 861 3027 N T i i i i i i i T N 0225 MAIN STREET . UNIT C101 - S S S 5 S S CE - EDWARDS, COLORADO 81632 � S S � 970.926 8960 F. 970 926 8961 � m BC I I I I I I I BC � � - � S � S � S � S � S � S � �E - . . � � � � � T � � � � � i i T v O IIIIIII o g _ _ ' _ � s � �s _�s!.s � s � c,� ' - - - B . - - . 0 0 � S � � � � � S � IS IS IS IS IS CE 5 � S CE T � �I • '�o �o • I - m i i i i � . '� 2 -9 i I I '-3 3'-O' �� i i _ , � , � I I _ Structural � _ _ � ' S I � �E � T � _ _ _ c Consultants � - S I I I I I 5_ � Incorporated � S � 5 � S � 5 � 5 � CE � T 3400 E Bayaud Avenue #300 � � � � � Denver, Colorado 80209 GE �— CE ( �n�) �49- 515d Fax ( �n�) 33 �- 45M Email InfoC�sci—denver com � � _ _ � SCI Job Number 04- 187 � m T T � � � - - `O ISSUE/REVISION DATE NO. �o � BC S 5 Y 5 i:i BC � CCD #34 17JUL08 . - - . . O i CE i i i i CE i O io AY � _ _ _ AY in _ _ _ D CONSTRUCTION DOCUMENTS 08AUG08 . � iBC � S i5 iqY � S iBG TOV UPDATE SET 10SEPQ8 � i iS i i is i � � � ' i � i i � i � � 3'-O' 5'-6' 2'-6' 2'-6' � 2'-6' �_ 3'-O' _� ��� E - - - - - - - - E b b � � �n � F - - - - - - - - - F .� � . . " i � � i • � � � ^ V' N � G - - - - - - - - - N G �P�p REGlSTF9 , . . . . . . O�.O •Q� R°Y e�9''•..`'o � � v:o 9�`��: i i . 3 . � 1 I � : :� . . �p�O •. ••• ��� N - - - - - - --� - - I..I • . . . . • � FF SIO N P�-`� Oy-�o - a � o , , o oc � _ � y Q p � COLUMNS � o Q W p GRID TO GRID 23''11�'2 GRID TO GRID � p� W O � OVERALL 24'-11Yz OVERALL � 0 14 �J U � � W � . � � � — W � � Z . o � � � � o _ o � oo � oQ � Q Q � oc _I w o w . � J � � � � ' LEVEL 9 ENLAI�GED c� t� oc � C� PENETRATION PLAN AI� EA 3 �-=� �-o� Q' ' 1 J �- NOTES W v , 1 . RE� 52.47 FOR ADDITIONAL PLAN NOTES. f � , 2. RE� 51 .09 FOR PENETRATION DETAILS AND ADDITIONAL NOTES. d" � � r � _ J � � � .- ` � ` < e .. , _ _ �✓ y� , � 4 !"' '_ "� � ^ ` � " i t F p l , , 3 a - ' ` j a R � � � � ° i � �O � � Q 'd N M O� � � LEVEL 9 ENLARGED � 3 PENETRATION PLAN � � N AREA #3 � . ¢ � N �f ti � �` R � O � � o PLOTTED MAR �, d� . 0 w CHK'D BY JRB � w Q COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 0 a � > 2 SHEETNUMBER. O F- J Q � LL 0 � ' 1 5 ■ 0 ; T D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 N a 0 ? U � i LL _ _ _ _ . BEAtv� BELOW S-3 ^ � � x 35 � i ► x 3g � O,H i i � . T MATCHL I NE S2.50 MGt2 x 50 - - - - - - - - - - - - - - - - - MC12 x 50 3 - - - - � � � � � � � � � � � � � � � � � � � � � � � � � i MATCNL I NE S2. 49 I > > I MC12 x 4 4 � ROOF SLOPE � � ` S6.06 P I TCN SIM. � MC12 � 11 CN NGE O � I 2 x 87 56 OS MG12 X 50 � ?� E S6.06 E S6 07 N x 45 S .05_ HSS8 X 8 x � i i � I 3 9 � � � 5/is 2-12 � � V � (SLOPE ) GOLUMN 4 I 56.06 • � � , m BELOW S6,06 Q � � I � QrCI 1 � l. l.� �,,� x „ � RE � 11 /52 . 54 F012 S6O6 3X � � ° W , SNOW FENCE , X � x � No S6.o6 . DETA I LS 12E � A (2CN . � � �� 56.°6 � f � m, o � Q � , , , FOI� LOCAT I ONS x SLOPES � � � AND LAYOUT r BM�, ZX45 �� ' q 8 " - - - - - X 5�6 2_� 2 O O ,� Q� S6 07 56.16 � � 5 2301 BLAKE ST , STE #100 ' N DENVER, COLORADO 80205 � , N N N . � S6.06 � 303 861 . 8555 F 303 861 3027 � � I � p p � � (SLOP ) Q o N I 0225 MAIN STREET UNIT C101 'm � � m m � � O t • ' 3 � � EDWARDS, COLORADO 81632 O I I 12 x 22 AT UPPER v _ _ _ _ _ � _ _ ND LOWER ROOF T _ _ _ 970 926 8960 F 970 926 8961 S6 6 3 - o_ W I 12 � - - - - - - - - - - - - - - - - - - 56.06 � �� -,o m 6 08 � 11 MG12 x 45 O � SECTION MC X SP1 3ia '=t '-o• , , s6.it I BMGi2x 45 , �� 9 , , � T.O. . , � 56.16 v � O = 15 '-93/a 7 v U � I T 143'-10�' � � 'm � 3 � � (SLOP S) S616 x � x EDGE OF � �`' � UPPER ROOF [0 W24 x 55 � � 12 RE � 53 FOR � BELOW � � O S 2 RE� MODEL FOR 31s� 4 6.08 � ' i EXTENTS OF � a-� MC12x50 FALL ESTRA I NT ' STEEL BEAM EDGE OF DECK _ 5A� , g�6 12-�/a' � A325-N RE PLAN �'� �5�� - , C12x5 C T. DETAI ; OWNE2 T � , i BOLTS � P V 9 SS x x �/a p � 3' SPACING � O BMC12x45 �� 608 POST ELOW.! PROVI E FINAL - 3 1 �' EDGE W _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MC12 45 6 _ _ Structural /a DISTANCE S6'� C o n s u i t a n t s DOUBLER f�,3/� x 9' x t '-6' STEEL BEAM MG12 45 W� 2 72 G12 X 4 � � RE� PLAN • � ' ' ' � Incorporated , • • � � Q 7 i I W12x � � 12x30 7 • i� R'y2 • • ' O Q3 S607 10 2 � 3400 E. Bayaud Avenue #3Q0 �e � - 6 I S6 07 Denver, Colorado 80209 , I I J .H MCi2x106 56.08 S6.07 C� Zx � 6 � � � � TRIM FLANGE • r I ( 303) 394- 515d, FAY (3n �) �� z_ Q �o� � � AS REC�UIRED f . � CJP � M �6 � ' ♦ 12x65 G- I Emad InfoC�sci- denvercom . • • I x m - - - - - - - - - - - - - - - ' - - - FLOOR �� - � - � - - �� - '� - - - SCI Job Number. 04- 187 i ALL MEMBERS 3' SNEAR TAB Ys' W ITN � • i tREAS2 2B5 L� i i SLOPES) V o � V i (SL ES) I W��22 U N O � � , I � I ISSUE/REVISION DATE NO. 3 ROWS X 2 COLUMNS MC12 x 45 I I � g�/�i12 x 22 gW� 2 x 2 � �' � A325-N I ,c� u� CD PERMIT SET 010CT07 CONTINUOUS, BOLT SPAGING = 3' � I � � I I � FLOOR - EDGE DISTANCE = 1 �' SP IC � Q N x N 3 I BEAM BELOW � GNIMNEY � 2 2 3 � � S6.06 RE• 52.25 STRUCTURAL CDS 01NOV07 , FRAMING WEB EXTENSION �� RE• A/S2 53 � 5 � TOV RESPONSE 12DEC07 Q PLATE TO MATCN � O � rEDGE OF � 56 06 � ,� 52 53 � 12 ' BM 12 x 50 I S6 06 NIGN ' ' , � S6,06 I TOV RESPONSE 11 FE608 Q BEAM TW, FY in N DECK BELOW EDGE OF Q N RE 52 25 i X 22 2 SLOPES I LOW DEGK BELOW CCD #30 06JUN08 3 5 I u I S6.06 I CONSTRUCTION DOCUMENTS 08AUG08 CONNECT I ON C- 1 3i4 '=� '-o• CONNECT I ON C - 2 3i4 '=� '-o' L�W S6,o� _� m I w� z x 2 ,• B 2 x 22 ' I _ 5 � � 56 07 � CCD #42 28AUG08 Q EXTERIOR PR FILE i I � (SLO ES) i � � � OF STRUCTU� � I � (SLOPES � � � � i � BELOW, RE� OWER � u S6.06 �� MC12x 45 TOV UPDATE SET 10SEP08 - - - - - - - - - - - - - - - - - E�7E� .FRXitvl IN�x�� - � CONTINUOUS, � _ _ _ _ � _ c _ � 2x106 _ NO SPLICE _ _ � ! � G12xt06 W12x45 ' � -,o g � �- - - - - � - - - Jd�12x4 � � I 7 � S6.08 � 3 ( I 56 07 5�6 - - - - - - - - - - - - - - ' - - - t - - � i - - - � � S6 07 � � -L � � EDGE OF i i � � I BM 12 x 45 B C12 x 45 I LOWER ROOF p PEGlSTFF � �,0 .. . . . . .,..q 3/8 STEEL BEAM 3� STEEL BEAM •� . a 6 (SLOPES) ��,�QQ.2.P�Y $'99,��� D�OUBqER,_6. RE� PLAN i RE� PLAN � m 56.06 I 4 2 � I � � � ��0 9 ; � � � . � 1 . � � I I 56,07 56.07 56.07 I S6 06 � . 3 • :r� � '� . � i ii, �' TNICK t� � i � i i � � � � � � � ,�••� ����� I � � � I SHEAR TAB � i �6 I I I I 9�FF 810NP�-�' (��.. a _o • . • , � l K - - � CJP Z - - - - - � � - - - - - - - - Q I I I I r- I O[ � 3' SHEAR TAB 1 ' WITH 3L I � Z i i i 3 ROWS x 3 GOLUMNS TRIM FLANGES t � � O � � �/e' � A325-N AS REC�UIRED Q BOLT SPACING = 3' WEB EXTENSION oc o � i � � I I � � � � i I � � � EDGE DISTANCE = 1 %2' P 7ATE TO MATCN > � I I I I , BEAM TW, FY p c9 � � , � 6 /a A - i i I i N BOLT SPACING = 3' I I I � EDGE DISTANCE = i %z' W i i i � � � I I i il � i I � � � J � i i i = � CONNECTION C- 3 3i4 '=r-o- CONNECTION C - 4 3i4 '=r-o- I I I I � I I ( I � � � � � J � t � I I � � ( � � ( � � � J � � � � Q � COLUMNS 9'-05/8 '-7Y' 6'-8' 20'-6' 15'-7' 4'-11 ' 40'-5 a W � � GRID TO GRID 9'-O�a 10'- 3' 7'-11Ya 18'-q' 11 '-73/a 6'-O' 5'-5' 10'-4 ' 21 '-43/a 19'-lYa 27' > ` � . 1 ' 1 ' � w FL1 %a' OVERALL 6-�/a' � A325-N 5/6' STIFFENER I� � Z TEEL BEAM BOLT SPACING = 3' Q r � RE PLAN EDGE DISTANCE = 1 %2' TOP AND BOTTOM � 2 3 t} 5 6 7 8 9 IO � � STEEL BEAM ERECTION BOLTS STEEL BEAM STEEL COLUMN � � O O RE� PLAN AT FABRICATORS RE� PLAN RE� PLAN OPTION � O Q Y2' THICK � � � � SHEAR TAB : � � 5 � � oo � ENLARGED PLAN AREA I ,8--, �-o� � � � , , ,6 Q Q � � I � •� � CJP NOTES� PLAN � . I I 1 . BOXED NOTES �� INDIGATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. J O � • I 2. T.O. STEEL ELEVATIONS FOR TI-IE ROOF STRUGTURE ARE DEFINED IN THE STRUCTURAL 3-D MODEL � �I Q� 3 3/q TRIM FLANGES 3L • PROVIDED SEPARATELY. TNE PROFILE OR PLANE OF TI-IE TOP OF STEEL IS TO BE MAINTAINED � O � Ab KEC�UII��U BUT INDIVIDUAL MEMBER LOGATIONS AKE TD B� ADJU57ECJ A5 NEG�55AI� Y �C.71� bl ��L C,UNN�C.IIVN TOP AND WEB EXTENSION DETAILING EXAMPLE RE 1/S6.06 � � ♦ ♦ � �2 ( �/4 ) BOTTOM PLATE TO MATCI-I 3. DIMENSIONS TO INDIVIDUAL FRAMING MEMBERS OF TNE ROOF STRUCTURE ARE DEFINED IN TI-IE V BEAM TW, FY STRUGTURAL 3-D MODEL PROVIDED SEPARATELY. LAYOUT OF MEMBERS MAY BE ROUNDED TO � � � � TNE NEAREST Ys'. � � � STIFFENER � TO �� 4. �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE• SHEET 51 .00 w � � /� I � 5jb COLUMN FLANGES �\ FOR STEEL DECK SGNEDULE. � � I � �� STEEL BEAM 5. RE� SNEET S1 .00 FOR STEEL BEAM CONNECTION SGNEDULE. r � n/ I ��� RE PLAN 6. ��' INDIGATES A MOMENT GONNEGTION, RE� 1 , 2, AND 3 /56.00. d"' `L ~ �� STEEL COLUMN 7. 'SC' INDICATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP CRITICAL � Q� ��\ RE� PLAN 8. RE� STEEL DECK SCNEDULE FOR WELDING OF STEEL DECK TO STEEL FRAMING �I � CONNECTION C- 5 3i4 '=t '-o- CONNECTION C - 6 3i4 '=� '-o' �� O �� 9. COORDINATE SIZE AND LOGATION OF ROOF DECK OR PRECAST WALL PANEL PENETRATIONS FOR �� MECNANICAL DUCTWORK WITN ARCNITECT, MECNANICAL ENGINEER AND SUPPLIER ��� 10-�iF�' � A325-N BOLTS 10. TOP OF PRECAST WALL PANEL NOTED TNUS• T �x-xx� • �+ / �� 5Yz VGAGEAL SPAGING, � � , BMC AND BW INDICATES BENT OR ROLLED FABRICATED BEAMS, RE� 3-D MODEL FOR PROFILES, V , .q \�� � 1 %z' EDGE DISTANGE ALL JOINTS IN BENT MEMBERS ARE TO BE SNOP FABRICATED GJP WELDS __ _ - - , � 12 FOR ALL NSS POSTS SUPPORTING W12x22 ROOF MEMBERS PROVIDE A BOLT GAGE OF 2 %a ' -°� � � . . AND EDGE DISTANCE _ �i�'. AT POST BASE AND CAP PLATES, � � � 8-�/e' � A325-N ��4� �'LYz' 13. � INDICATES OVERFRAMED ROOF AREAS STEEL DECK TO BE CONTINUOUS BELOW OVERFRAMING. , " `� - r �' � � BOLTS ��4� 14. � INDIGATES 2 COLUMNS OF BOLTS IN EXTENDED SI-IEAR TAB CONNEGTION, (3' SPACING), '4 h � F � (� ; � Y' ! 3 SPACING STEEL BEAM PLAN VIEW '� ` 1 %2' EDGE RE• PLAN RE� SCNEDULE FOR NUMBER OF ROWS OF BOLTS. � f = , VU=105K DISTANGE 15. � INDICATES 3 COLUMNS OF BOLTS IN EXTENDED SNEAR TAB CONNECTION, (3' SPACING), '��._ d �----- - ° ' ' RE� SCNEDULE FOR NUMBER OF ROWS OF BOLTS ,� STEEL BEAM 16. 'C-X' INDICATES SPECIAL CONNECTION CONDITION, RE SKETCHES PROVIDED ON PLAN SNEETS � RE� PLAN il 17. BMC12xSP1 IS BUILT-UP SECTION, RE• SEGTION 51-aOWN ON THIS SHEET. � STEEL BEAM F'LYs' � RE• PLAN • . I � � � � i � TRIM FLANGE � �6 T � • II • � AS REQUIRED ' ' , I � � I g � - Ft'_t� WITH • i �� CJP � . I . ° EMBED PLATE BY 2- � � A325-TC � � I � I I � ROOF PLAN � 3 PREGAST SUPPLIER . - - 1 - - , , � � , ENLARGED PLAN N i , i ; . AREA # 1 v PRECAST � N WALL � I I ti� 5�6 � � II � � � I I � 0 4. R.1 ' WEB EXTENSION � . � I . ° PLATE TO MATCH � PLOTTED MAR o � BEAM T W, FY � w CHK'D BY JRB � w ° ELEVAT I ON COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � 2 3 4 SHEETNUMBER � CONNECTION C- 7 3i4 '=r-o• CONNECTION C-8 3ia '=� '-o' CONNECTIION C - q 3ia '=� '-o- � > LL � Z � o � � 5 ; D . P .A. PROJECT # 06232 . 00 � " SCI PROJECT # 04- 187 N � O � U i � r I 2 3 4 5 6 7 8 9 IO OVERALL 0 GRID TO GRID 9'-O�'s 10'- 3' 7'-11Ya 18'-9' 11 '-73/a 6'-O' 5'-5' 10'-4" 21 �-43/4 19'-lYa 27'-5Ya . � � � �. COLUMNS 4'-45/a 4 '-8' 8'-11Ya 1 �- 33�4 7'-11Ya 4'-53/8 3'-4%8 9'-4Ya 5'-7Ya 6'-OYa 2'-8' 3'-15/a 5'-9Ya 5'-3Ya '-9' 3'-2' '-3�/ ' 8'-3�/a 10'-9' 10'-q' 8'- 4Ya '-35/ ' 16'-5Ys h • } }. Q � -� i � P S S 3'-8' i 1 '-35/s i i i i • � � QrC 1 1 � l l.s � O . 11 i � i O � � � I i i S6.061 '� t I i I If I I � � I � I � I 4 � BMC12 x 45 � I I I I m I MG12 %� 4 , MC12 x 45 ' I � � i � i i I i I i I i i i 2301 BLAKE ST STE #100 A ^ � 19 0 � DENVER, COLORADO 80205 ' - - - - - - - - - - - - - - - � I � � � 303 861 8555 F ,303 861 3027 j � - - - - - - - - - - - - -r - - -FL_T3Q� B - - - S OPES BW12 x 22 66.0 i � 11 ' i (V � (�I I � BELOW (17 ') � SLOPE I i � I6 S6.06 I � ( � I � I lA (n ' � �j I I � 0225 MAIN STREET UNIT C101 � � � R�OFNPAS � I � 3 � � 18 NSS4 x 4 %a NGE i � � � � � W W EDWARDS , COLORADO 81632 � 56.06 S6 O BELOW IDG BE � S6.06 �p TO DEGK � 5 I I I I Z Z 970 926 8960 F 970 926 8961 � I RE� ARCN i M 12 M 12 x 50 � MG12 45 i i I i -� J i i 56.06 i I U U � � - - - - - - - - - - - - � - - - � X 5 - - - � _ � _ - - - - - - - - - i MG12x45 I �- 1- - i Q � Q � i i L i � � � �_ i � � - - - - - - - BW12x53 _ _ � � � � �N - - - - - - - - - - - -�- - - - - - - - - - - �-- I 7 I _ - - ln �T ^�-�E / � • � � x S6.06 G � � i O i BMC12 x 45 � � � HSS4 xi4 x /a N � � � '�`�' � � S`< � � 3Q i �+ � � � I POST ELO � � I � Q� � � � �+p� � / / S2 53 O,p�� � \ ys BMCB x 22.8 � - - �e 2-12 B - - - i i � - - i - / +� - � i I S6.0 I I ' � c� •F' W8 x�l O I 5 Uv � � � \ � �1 ' x 7 'n i � i � � � i � S6 d6 I � I I � x d N u�i � � �`Q�� � � �� � � ' \ � S6.06 -�- - u - �� � - ��� - - - - � N �n � - - - - - - - - - - - - - � - - S60 � I - I - I - I � - - - - X I � � mx \ ' - � � x - - M '12 2 n � i c� � � . . , ',o in I E x �5 � S .06 � I 3 ^ I S6,06 � Wi2 x 53 � �� � � MC12 x n i ROOF FASCIA i W12x � 5 � i � C-2 W12x72 � � �� � x I � �b 2-� 2 TO DECK (SLOPES � � MC12 I , � � FLOO � I � - - - - - - - - - - - - - � _ RE ARCH � - - - - - - - I x 45 - � - - - - - - � - �' _� BEAM - - - '� c� � � MCl x �t5 � � � ' W12x53 � i i I � - - Structural � � '::._ C -m W12 30 � � a W8x10 ° +� Consul tan ts � - - - ' 6 I I 3 7 i I ' I ,.,,,,.,,.,_ I i � i i W12 x 72 S6.06 � x W8 �80 _6. _ _ 1 � I nOC 0 B pU� r �U ` � � I� IS 6.0 6 I S 6.0 S 6.1 0 I I � I I �p O � G_4 k /p Y # I 1 p,l r 1 2 v C t ' ' L - - - - � _ V �� y � , W� 3 0 3 3 0 0 6D b 4 ,V F A XC 3 0 3 3 3380 0 G 09 � I I W� Lx �L _ I I 2 x � �O Wgx10 � � Email InfoC��sci�denver com � � .o � W8 x 10 SCI Job Number: 04- 187 i i i i � i i � i i p� � � � 'n � N �n 20 'r N � 4 � � MC12 � � � �� � � W8 x 1 O � 3 x � � `r 6 S6.0 �o s6.o I S P L I C E I I I W S x 1 o x 5 o I S S U E/R E V I S I O N D A T E N O. I I I i i RE� 22/S6 06 i . N � S E C T I O N B M C S X S P 1 3/a'=1 '-O' I p � � � � -�'�� E,, V�jB X, 3 _ STU `- � CD PERMIT SET 01 OCT07 . - - - - - - - - - - - - - � - - - - - m - - - - - - - � I - - - - - - qVg�ct BETW E m � S6 06 � N � x � » , � 6 i � � � � � U � BEAM 6 STRUCTURAL CDS 01 NOV07 D _ _ _ _ 3 W 1 2 4 5 _ 6.0 6 S 6.0 R _ _ � S I M I L A . i � � i � � NSS4 4 x j4 � 1 ; r � i1 (SLOPES) (SLOPES W8 x 1 6/S6.09 TOV RESPONSE 12DEC07 Qj M C 1 2 X 4 5 P O S T O i � ( N554 4 x /a i i X , ♦ I 13 I `i BEL FLOOi� BELOW I ( POST TO I I � � � TOV RESPONSE 11FEB08 Q � � i 56.0 i N i � 12 � ap � I I i FL � BELOW i i � W12 x 72 � � 2 � I4WPL C S � � � S6 06 I � � � � ( � � I � � N C-2 CCD #30 06JUN08 Q i RE� 13�S 09 x i i 3 OF�EN IT I I i I � 6 - - - - - - - - - - - - - - - 14 - - � : i � S L.}A B � L O W i I I 6 � EXTEND FASCIA 6.0 S6. C O N S T R U C T I O N D O C U M E N T S 0 8 A U G 0 8 E _ _ _ _ _ _ _ _ I I _ I S6 O _ _ BELOW TO _ � i i L � � � MG12 x 10. � i - L - i � 6 O - - i � � 6' - CCD #42 28AUG08 Q � � I I Q � � W� 2 �2 N. UNI S W� S pNC. C WALL � � 3 4 • MGl TOV UPDATE SET 10SEP08 ;n i 5 i i � E� MECN p K ARCI-I � x 45 � e�� � B W 1 2 x 8 7 C-4 C-4 W 1 2 x 4 5 W l � NSS4x4xYa F � - _ -_ -T -- - _ -� -_ -_ _- - _ - - -_ - I -_ - - i = - _ _ - i - � -- _ - � - _ - i _ U INDIGATES DEGK - - . . Wi2x3 i i i i � CRICKET OVER FRAME � POST ' ' Q I FR M 6 � 6 � I I X AND GRICKET i W12 �o �0 3 i A- S6 06 � F � � � S6.1 O , i i � N � � x 35 X 58 G s2.53 _ � �. �� �� w� � xs �� 3 �� c-6 W12x45 w� 2 QP�p REG/STF9 x 2 x 30 Wi2 x 5 _ ' _ x 45 � : P� Y e � •oF � P RE � 11 /52 . 54 FOR ' ' ' � � � I � CURVED W12x22 BEAM �. . � q9 . o ROO ENLA �GED LAN AREA � ' '- '- ' ' I 6.06 � I � 3 RE� 3-D MODEL FOR W12 S �: �Q 'r�� �e -� �. ^ ^ SNOW FENCE 3 x 6 a D2 GEOMETRY x53 � ; o � : r r � 5 MC12 x �5 6.pb 3 � N i i � S6.06 .�� W12 x 45 � N O T E S P L A N � � D E T A I L S � E � A R C N . I � � 3 EXNAU T i �� � . • � 1 . B O X E D N O T E S �� I N D I G A T E A T Y P I C A L C O N D I T I O N U N L E S S N O T E D O T H E R W I SE. S6.06 I HOOD . . N - W 1 2x 4 5 � � A•. .�� 2. T.O. STEEL ELEVATIONS FOR THE ROOF STRUCTURE ARE DEFINED IN TNE STRUCTURAL 3-D MODEL N F O R L. O C A T I O N S - - - - - - -� _ � �E E� � ' _ I _ _ x �pF . . � , , . ,��,�C�� PROVIDED SEPARATELY. THE PROFILE OR PLANE OF TNE TOP OF STEEL IS TO BE MAINTAINED / W12x45 7 �C-6 � ,� SI� �� P�� � - IO -d � BUT INDIVIDUAL MEMBER LOCATIONS ARE TO BE ADJUSTED AS NECESSARY FOR STEEL CONNECTION AND LAYOUT / � � i i W/ GONG S6.0 1W12x 5 SIM U BW12x152 G-4 +� � „ W�� 's.._��� DETAILING EXAMPLE RE• 1/S606 DEGK �. � x . ; X30 3 DIMENSIONS TO INDIVIDUAL FRAMING MEMBERS OF THE ROOF STRUGTURE ARE DEFINED IN THE � � �v� H5S6x6x 4'-7' S 6x x5/ib � � � WBX � � N . . . . / TO FLOO 7 TO FL OR � . STRUCTURAL 3�D MODEL PROVIDED SEPARATELY. LAYOUT OF MEMBERS MAY BE ROUNDED TO � S60 1�L+ i i ��.+. � BELOW BE�OVYI I � T XE NEAREST rb'. � �C� � / +p� � ) 60 SIM i � i � 7 . 4. �� INDICATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SNEET 51 .00 ,� m I y�'��'Q� I � I DEC�KC I I � � � V�Igx10 � +�p S6.06 1 5 - - - - - FOR STEEL DECK SCNEDULE, � ^ i / v i i � � U '� 8 � BMG12 5 RE� SNEET S1 00 FOR STEEL BEAM CONNECT ION SGNEDULE. ' . �n ( / W�2 x g3 I N I � � � 6 � � I i � � X +i� U � 56.07 m - - - - - - 6 �'� INDICATES A MOMENT CONNECTION, RE� 1 , 2, AND 3 /S6.00. � � N � � � I a ' S6.14 S .O I 8 � �� � W� Z x 45 � x - - - - - - , - - - 7. 'SG' INDIGATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP CRITICAL. - - - - - - - - - - - - - - S6.0 J � C� �� � � S6 O W8 x � � � BMG12x 8. RE• STEEL DECK SCNEDULE FOR WELDING OF STEEL DECK TO STEEL FRAMING. � I W27x1 �q u� 6.06 y 2 3 4 ��� � � - � 9 COORDINATE SIZE AND LOCATION OF ROOF DECK OR PRECAST WALL PANEL PENETRATIONS FOR � q e � � l �� W� 2x53 i ic� � � i � 56.06 S60 S6.0 MECHANIGAL DUCTWORK WITH ARCHITECT, MECHANICAL ENGINEER AND SUPPLIER. '�o I I I I I I I 'I� _ II I I I I 3 iO I / � 12x45 11 5 1 O TOP OF PRECAST WALL PANEL NOTED THUS� T aX�_� . S6 O _ I ^ I x � x x �� I 3 gw 2 x 3 �g+ �� �� � o � � 56.06 S6.06 11 . BMG AND BW INDICATES BENT OR ROLLED FABRIGATED BEAMS, RE� 3-D MODEL FOR PROFILES, .� • . - ' - ' ' - �10R B - - - - - - ALL JOINTS IN BENT MEMBERS ARE TO BE SHOP FABRIGATED C.1P WELDS m � » a • � � I ` � I BELOW � N W8xi0 y�� U � � 5 � 1 2 F O R A L L I-I S S P O S T S S U P P O R T I N G W 1 2x 2 2 R OOF MEMBERS P ROV ID E A BOLT GAGE OF 2%a' 'm � I O 6O � O _ � �� W ' � � � x _ mx _ S6.06 � AND EDGE DISTANCE _ �/a'. AT POST BASE AND CAP PLATES. K _ _ _ '- _ _ _ _ v _ _ _� � _ _ INgx1p v � 13 � INDICATES OVERFRAMED ROOF AREAS. STEEL DECK TO BE CONTINUOUS BELOW OVERFRAMING. � N SS8 x 8 x �2 � � 1 1 � 3 � Wg x 10 N S6 06 S6.06 � i E � OST TO � � . I U 14 . � INDICATES 2 COLUMNS OF BOLTS IN EXTENDED SNEAR TAB CONNECTION, (3' SPACING), �, � i [0 I 14 I L O O R B E A M - S 2 5 3 i � O S 6,0 6 W� Zx35 � �� � � y R E� S C H E D U L E F O R N U M B E R O F R O W S O F B O L T S. c r� x ELOW �. 56 O6 S S J 15, �� INDIGATES 3 COLUMNS OF BOLTS IN EXTENDED SHEAR TAB CONNECTION, (3' SPACING), � �' I � 56.07 i p� i (SLOPES) 3 � �p I � '�pS 4� J RE� SCNEDULE FOR NUMBER OF ROWS OF BOLTS. � � U I x � N ( Lpp S) 1 S6 06 , T e � W12 � � x O 6A 0 / � � x 45 � � ., 16. 'C-X' INDICATES SPECIAL CONNECTION CONDITION, RE• SKETCHES PROVIDED ON PLAN SHEETS. � BMG12x50 W/ lya ' m C-5 170 � G N _ W12x35 � � �/ 17. BMCB x SPl IS BUILT-UP SECTION, RE SEGTION SNOWN ON TI-IIS SHEET. in _ � REINFORCING fL � _ _ � HSS4 x 4 x 3/a_ _ T.O.W � _ HSS4 x 4 x 3/e POST EACH 2 _ � � _ _ > � 1�1.� L _ POST TO = 136'-1 3/a ' � 5606 � BMC12 > � w ' 18. 5'X' INDICATES CONNECTION PER SCNEDULE S=X' ON SNEET 51 OOA. � FLOOR BEAM � W12x45 �� � W12x45 IM � � FLOOR BEAM MC12 x 45 � ' � i i i i BELOW - - BW12x � � BELOW I E O � i FLOOR � � � R E� S 2.3 q � � I S 6. C 8 BEAM (SLOPES) (SLOPES) ��� M C 8 I q � Q � . �o I 8 BELOW �� x 8.5 I � i � T.O.W. - -i - - W8 x 10 S6.06 � 14 � � M � - - - _ - - � - - _ - - - - - - - - 12 x 45 AT RIDGE _ - � _ � • � O O \ _ � 90�-O3I4� � +/ � �'`� HSS4x4x %a � � W8X10 � � W8X10 MG12x : O Q ` POST TO MCt2 G-3 I � I ATZ L W ' BMCB • • O EAC4-IxEND � r '�o � BEOOw BEAM L - - - �c4 - - + - - - � - - - i E � I i ROOF i 8.5 +'�� � 12 � X OF DORMER� � Q N '� _ _ _ �} 4 _ x , - S6,06 W8 x 1 O m �p � _ 6 � L.L � ' � q L OR BEAM BELO " E � S6.06 Q ' ' t LL � S6.06 O LOWER MG12 x 45 5 13 � S6 06 i BMC12 4 � � x 8 5 52.53 � � +�Ox^8 5 I J WC O W^ � 56.06 6.0 �r W ' N � T 8 '-6%a' S6,0 � � � 2 x 4 POST TO 4 � � W12 x 45 I 10 5 C � L.L � °- � x � 2d � 2 x 3O FLOOR BEA W12 x 30 SIM. � ' O b U � O � i� 1 I � �� � I ��"OE" � � ^ - - - - - - - - - - - - - � - - - - - 6-O ♦ /� ^ - � - - - -t- - - � - - x " �B�VT�x 'Z� - � U n/ .N 17 � i 7 O.N. - - - - - - - - - - - - - - - - - - - O.N. , VJ U 1..` � � P ^ - - - - - - - - - - - - - 56,06 � N a 1 _ O LOW _ QN ' W12 x 30 - - - W12 x 30 - - - - � � J ' � OOF ON Y 3 �' � � � � - - - - - - - - -� - u� � W12x4 m " - I N � � Q � � � •� 4 � MCt2 x 45 MC12 x 45 � � ' � I 16 � � � 19 � � � � � S6.08 6.08 4 � 5 .06 � � TAPERED INSULATION AT � � � �12 �� i 12X45 6.0 LOWER ROOF GRICKET 13 » m 0 5 7 45 I ' G-3 � /� RE' ARCN. 5614 56 06 �"' � '� 56.06 6.06 u � � � 15 m OST �TO y4 � V v BMG12 x 50 BELOW O � � 3 5 6.0 6 X L O O k? B E M � x M C 1 2 x 4 5 B E L O W p � 1 O/c � . � � C Op , � N BEAM AND DECK �� � �� � �� M4� ` � i 12x45 � W� 2 45 OVERFRAMING F LL RESTRA I NT � � � � � � ;r, - - - - - - - - - - - - - - - - - - - - ` D TAIL , OWNEI� T : _ : _ � ° � i � W,�,� E W18x130 • � ' � «.� Q ' - - - ALL MEM ERS � - - - W18 X r ��- - 11 18 - - � - - - W � � = � , � � f � SHOWN A W12 x 30 � W12 x O - ; W, zxz� � o ,� � ���� ;. �, sb.ob bo$ L YOUT . ° � � . � , _ _ � Di � I FLOO BEAM �� X � � - - - � � N � u� BELO 2 PLAC S � � � � � v I X � 7 U y N N � � � i N 16 i � � i � i i ��'-- I 3 56.06 �SLOPES) � Q5 S6.06 f / 2 � S6 06 S6A6 � ?X�S - � 14 � x � � , � R - - - - - I - - - - - - - - - g '� - - - - - - - - - - - - - - � 2x87 � � LOW ROOF 3 ' x � . I . S6O � � ROOF PLAN o � `V ,� RE� MODEL FOR �, � � N �-, w, 2 �-, . W, 2 �-� �-, W, 2 �-, � N EXTENTS OF ENLARGED PLAN � �O � 3 N U � x 65 �' I x I � $ �� , G 65 � V W12 X 87 � EDGE OF DECK � � S _ _ _ 56.06 � � � � _ _ � _ - - - - AREA #2 ^ -� ' S2 53 I � � N � 10 4 � N � S6.06 6 08 � � g � X O S6.06 � I 6.06 O' X I � x �' 6 0 8 � N � � BEAM N 1 5 I � � � � m v � � AT LOW m 56.0 � o p• x � ,� ROOF �' 6TH FLOOR BALCONY � ^ N � v � �' � B � � X � � (SLOPES BEA , o BELOW � i , PLOTTED MAR o (SLOPES) � I � I � x S2.53 ' c� . I � c� �o � + '� MG12 1 O 6 I ' cv �o W � V � � � 2O � � M 12 I I � � S6.06 � CHK'D BY JRB � . I NS54 x 4 x j4 SF� O7 3 COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � � x POST �� - x 4 - - � SIM a � MGl g � � � RE� 1 O/56 06 � � c� c�, O �., N N 8 13 � 6 T H L O O R �n x 45 c 0 O O N I X 3 � � S(j �7 2 3 4 SHEET NUMBER o BAL Y � x N S6 07 N N � � � � m x 3 � � � � X � S6 08 J BEA BELOW �" W12 S-3 W12� � [Il X tD x [0 O I-I � � � > -r _ _ S-3 ^ � - - � x35 = - - - � i � x35 - - - - -- - - - - - LL MATCHL I NE 52.50 MGi 2 x 50 MC12 x 50 3 � ° � � � � � � � � � � � � � � � � � � � � � � � � � o ' MATGNLINE 52.49 I » � �-2 a � • � I � 1 5 � � MG12 x 4 ROOF SLOPE D . P .A. PROJECT # 06232 .00 � " SCI PROJECT # 04- 187 y a 0 � � U � LL ,. 4 i0 n r1 i3 i4 �5 i6 » �8 �9 20 ?J 426'-OYa )VERALL 0 27'-5Ya 8'-10�/a 18'-3Ya 24'- 4Ya 23'-11Y' 18'-ilYa 5'-5Y8 13'-7�/s 13'-6Y8 5'-6�/a 21 '-10' �RID TO GRID . J O j '- 3g/ ' 16'-5Ya 3'-1Ya 4'- 4Ya 10'-13/a 4 '-7' 13'-8Ya 5'- 4�/a 1 '-10"2'-7' 14'-63/a� 23'-11Y' 9•-6' 5'-OYa 2'-7'I '-1 5'-5Ya 13'-7�/a 4 '-7' 10�-� 3�4" 4'-4Ya 19'-6Ya 2'-33 ' : GOLUMNS � � � � QrCI 1 � l. l.s Q � � i i i � i i 11 11 � i W � u � � S6.06 S6 06 ' � � O U` l� ` I I I I I I I E I 1 1 I t I ` I ! , � I I I � I I MC12x45 MC12x45 I I RE � 11 /S2 . 54 FOR 0 � � N � � � W12x65 � � W12x65 � SN W FENCE �' A - _ - _ - - _- - - _ - - - _ - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - � E � A CN . -- N K , STE #100 ^ 2301 BLA E ST � i i 5 � � tQ tn DENVER, COLORADO 80205 � � � � ' I I S6. ' � i � � 5 � � LOCAT I ONS c�i c�l � 303 861 8555 F 303 861 3027 E I � � � I I i i ( W12 x 30 W12 x 30 6,06 � � (n (A I i � � � i , AN LAYOUT W W i 0225 MAIN STREET UNITC101 W , W I � u � I i � i I u � Z � Z EDWARDS , COLORADO 81632 IZ Z I I � y� � x I I cxv I N I I � " � I J � J I 970 926 8960 F 970 926 8961 'v 'v J J � 0 3 w� 2x3o w� 2x3o � I o '� � � S = � � S 6 6 14 1 � 14 14 +b ��/ i 11 U U � IU V I I I » +�, 56 07 6. 8 N � N � I 6 08 56.07 �b � S6.06 I F- {- I i Q � Q i i i 6 0 6 i �< � 54 O�i � x 3 x i S 06 �� �� � Q Q � � � I�I � i ��G i W12 x 30 W12 x 30 � � � i Q i � i i � � �� I 3 I f pLACES I 7 M 12 x 45 MC12 x 5 Ci2 x 45 MG12 45 S6,06 I 3 I P ACES � + i BEAMS LAP ABOVE W12 x 30 I I W12 x 30 BEAMS LAP ABOVE I �`� � � +S � 2O S6.06 � AND BELOW AT AND BELOW A � � 2 � ��' S2 3 - � - - - --� = � CO N W12 x 30 W12 x 30 GOLUMN i B � � BW12 x 152 ' 23 23 BW12 x 152 � I 5 � � I 21 I � I I � RIDGE LINE � 21 > > 5 I � . . � � � � 56.06 56.06 S6.0 � i S6 06 � 56.0 W12 x 30 S � � 56.06 INDI ATES 5 �6.0 56.06 56.06 / � _ � � � i 5 - � ' W, 2 x 7q CURVED BEAM I S6.06 � i ; � p � c•� � S6.06 • ; •N _ _ _ _ _ _ � . . _ i � � _ . _ _ FLOOR B m I � x I I DICATES 20 � 20 20 � W12 x �o I � BM x 45 � � � � � �" r� BMCt x 45 BELOW A '�o _ � MC12x 6 /a � I GURV D BEAM 5607 � M. �"� ��'` ' '� S6.07 SIM. ��� � � IM. 56.07 ; , � • � .: ,,, 65 3 X � � RE� 52.44 � ' MC12 45 M 12 x 4 � ; � ^ x � � 5Ya , C 2x45 � m `� UN �n ' M - � - - - B 12x22- - - 7 X ` ' � � , cn W8x10x � , �.. ; . r s ) G-5 2O - - - BW12 - - - - - - � � � . . . - - 6 N - ��.�7 - - _ i � " - - � �� . � � � � � � � � � y � -. , � �� ; X ,,� , 11,�� � � . _ � , -� � �' U v ;., �6�+ � � � �S` Y ".. �� � � r U C � u r � � �` �,�.� S.s� 5 x ` � YV12 3a ,>�° . _ !� � VVi2 3C> _ � x �. ,� . � S� (; - ` - - - 6. � � , i � � + � �t� SHADED AREA IS ; .3 " � � - , � � , � ;� ° ' , "�'�, I-IADED AR A IS .� � � + �� � � Incorporated _ _ � _ _ - _ _ _ OVERF AMING � x � ECK OVER AMING _ _ '� _ _ ' _ _ . . _ 4 6 00 �� - . - 4 � . . . 3 , - + 3400 E. Bayaud Avenue #300 BW12 x 79 � 1 -6 /a 2 -O' . N ■ W12 i B 1 x7 � � x q � I O Denver, Colorado 80209 w� 7x7� � � """ n �yG - 7 � � � - 2x79 � ' �303� 399- :�13-}, FAX �303� 333- 9:�01 `� HATCHED AREA AT � N� I Wi2x O � =N � TNIS LOCATION INDIGATES Email InfoC�sci-denver com v � c� � 2O y4 � � `O LOPES) (SLO � i GONCRETE SLAB �e+ +,0�0 `0 � x i � ( OPES) (SLOPE � � � 6 , / �n i SCI Job Number 04- 187 ' 3 `r 6 S6 O OPE �LC � 2O N N � � �p �� � v N BW12 x 40 ROOF OPENING N � r 20 N � 12 S6 O X � S o T� � �� I x S6.o7 3 X � BW12 x 4o v � � x RE� ARCH. v x s6.o7 I -� ISSUE/REVISION DATE NO . � SLA i � � 12 x 50 � BEAM 23 � x W8 x 1 O W8 x 1 O � � � N BELOW SIM ' � � i FRAME W/ L3 x 3 x /a � V x 3 SIM ' � S616 OPEN � INFI L � W� x POCKE'� 56.07 BW� Zx4 W12x4 W12 45 T� STRUCTURALCDS 01NOV07 � - - - 8 - - - - - - - SLAB � BETW E � 12 Q " ✓ � � �"i ° 3 - � BEL TOV RESPONSE 12DEC07 Q SIMI A 6 � � 56.16 � ��� � � 3 ��� �� � � � S6.O6 `.; ' - � � . 24 - 12 6 � �n BE O � • D 6/S6A9 � Wl x i LOWER SLOPIN � � � ' � LOWER SLOPING � 12 � 45 x � TOV RESPONSE 11FEB08 Q 1 Q N x � � � T.O. 12 ROOF 1 < 79 I I BW12x 9 ,: ROOF ,O.W '� � U N � 56.14 Dl Dl � 5 � CCD #30 06JUN08 Q i� � 3 � NI = 20 '-10' ( LOPES) (SLOPES) i 22 22 � , 23 �� (SLOPES (SLOPES) � 20 '-1 OY2 N S6 O I F � . , � p � v � � S6.07 �'6 -1-'�� 56A7 " , " �° S6A7 _ ^ � �� Wl x 45 I 8W12x 4Q v °� �"/� � u � 6Wf2 � O I W12 45 � 5 � \ NOT USED Q 6 ' � ` T.O.W. � a- � x � x , � � , ` T,O. . ° ' Dt S6 O CCD #34 17JUL08 Q 6.0 S6 T .W. AT . . . p W8 x 10 y � W8 x 10 F , , w 1Q T.O.W. A X _ .202 1 O , �3, , ' _ ; 2 2 -1 O �� E .�G� -. t _ 2 _ �1 � , � � _ . RID.GE 3 1 � A CCD #36 23JUL08 Q 207'-23/a 11 _.�_..._ �� +�� BW12x4 SIM. 4 S-5 � � = 207 -2 /a � ►�C� � V� 6.14 6 � , SIDES OF 56.14 V� � MCt CONSTRUCTION DOCUMENTS 08AUG08 -,� x 45 � i I = OK " ' CORE WALL 1 K = 220K ) � I x 4 I I Wl N i � � BW12x74,.. � ° . , ` HW12x7 � ` �, .-. � F HSS4 X 4 x Ya � ! i - - - - - - _ � _ _ / _ 8 - - - - � - - - � i O I NSS4 x 4 x yW12 x 45 � o CCD #42 28AUG08 Q 3 POST MOMENT C NNECTION TO PREGAST TO - 5606 21 x � i 6.06 MOMENT CONNEGTfON TO PRECAST TO POS J ^ • cn � DEVELOP ULL MOMENT CAPACITY TYP. 1� � � TOV UPDATE SET 10SEP08 ; � i W12 � i i i . N � S6.06 N � � \ � � DEVELOP FULL MOMENT GAPACITY OF � � N � 2x58 i � ;o i• X58 � � x 3 x 3 � BEA SEGTIONS TYP. i � N I N N � W12 a U � ;' " (SLOPES) (SLOPES) � � _ , , 2 U � a , W12 X 45 ►�1 G O x 45 � m � W12 x 45 � � � � � � �� BW12 X 40 BW12 x 40 -� = p , - � ` W12 x 45 � 56.06 m � D1 S-3 � - _ L u� sb.ob � , _ � � � � �n , �� � ��o REGISTF , , . . . . .. •,� , W12 S6.06 ,� ' 20 - - � m �.. �� � 20 � 56.06 � p�•' Rov gq '•.�FO � � x53 B AM AND DEC � - SHADED AREA SHADED AREA ' -- N = � z , � - � � W12x5O �. • � 9 •. �` � � � � . 56.07 i � W12 x 53 O�•�v �F : , RFRAMING � � S6.07 � , ; � IS OVERFRAMING � S OVERFRAMING � � 52.53 � °� • � s' � � �� � i Wi2 x 50 i z b f N `N W12 x 30 W12 x 30 BEAM AND DEiGI� : ° : 'x° � W18x35 � �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I OVERFRAMING i � : 3 � I-1 ; - - - - y ,y - - - - - � , ' - - � ,09.,� �:�� W18X60 , % ... , , � , - . ' O • . . . • • � � , ROO � ENLARGED PLAN AREA � �'=1 '-O' � ' - �� ^� - ' - NDIGATES GUR ED s I I INDICATES CU VED FF SIONP�-� �� �a d $ � � ., , � `� �� �� �x 3O , � ��� .. ~��' BE W12 X 22 s ' � W12 x 30 Wt2 x 30 � i r � � = r �.c , , BEAM W12 x 22 � r , . � � ` �.a„ . ��� _ �: �, NOTES� PLAN � ^ .�, � � � � G12 45 I I ° { ; W18 x 60 �SSF � � W � � � � " 1 . BOXED NOTES �k INDIGATE A TYPIGAL GONDITION UNLESS NOTED OTNERWISE. � � " ' x 1 , ' � ' (SLOPES) (SLOPES) S + I i Wi2 x 45 � � V � . 0 � W12 x 30 W12 x 30 �� � � �' � , :;, ' W12 x 45 � �' sr , ",,MC12 x 45 � MC12 x 45 2. T.O. STEEL ELEVATIONS FOR THE ROOF STRUCTURE ARE DEFINED IN THE STRUCTURAL 3-D MODEL 6� +� ' " 't " ' _ I - PROVIDED SEPARATELY. THE PROFILE OR PLANE OF T4-IE TOP OF STEEL IS TO BE MAINTAINED •� � 15 � � � � � - - - - - - - � � � � i � pA I-15S4 x 4 x %a co � BUT INDIVIDUAL MEMBER LOCATIONS ARE TO BE ADJUSTED AS NEGESSARY FOR STEEL GONNECTION � m �? S 6.0 7 BMC12x3 _ (S OPES) (SLOPES) _ 3 � MC12x45 I I MG12x45 � S-3 !y eOST _ _ _3 ^ X I D E T A I L I N G E X A M P L E R E� 1/S 6 0 6 � � I � � � � � � � � m � � � � � 'c� � 3. DIMENSIONS TO INDIVIDUAL FRAMING MEMBERS OF TNE ROOF STRUGTURE ARE DEFINED IN TNE � '� x � � STRUCTURAL 3-D MODEL PROVIDED SEPARATELY. LAYOUT OF MEMBERS MAY BE ROUNDED TO • � - � - -r - - �- - - - - - - - -� - - � � - » - - - - - - - - � - ��`�- - - - - - - -.r-r TNE NEAREST %a'. - -�1v1�1 � - - � - - - - - - - 6 - - 6 - - - - - � x BMG12 x 4 � RIDGE px _ _ _ _ _ _ BMGB x 2 8 S6 07 BMG x 22,8 I t0 _ _ 4. �� INDIGATES STEEL DECK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SHEET 51.00 -� i . � O � S6.07 �p W8x10 i � . � FOR STEEL DECK SCNEDULE ,� I � ^ � � N W8 X � O y� � g � O N � 5 � r I I � � 'm � � 5 � � r m x - S6.06 O.H. S6.06 - ^ 5. RE� SNEET S1 .00 FOR STEEL BEAM CONNECTION SC4-IEDULE � x �p I S 6.0 6 S6.06 N � � � W 8 1 0 MC12 x 45 1 O i � m � � � S6.06 '� 6. ►'��' INDICATES A MOMENT CONNECTION, RE 1 , 2, AND 3 /S600 J � _ �j _ _ _ _ __ _ _ _ _ _ _ � N _ _ - - 7. 'SC' INDICATES BOLTED GONNECTION AT STEEL BEAM TO BE SLIP CRITICAL ,� � � 5 � 12x45 � � � _ 8 g - W12x45 � � Q � 8, RE� STEEL DECK SCNEDULE FOR WELDING OF STEEL DECK TO STEEL FRAMING. -m S6.06 � i 1 + �' � S609 S60 I + � 2 � � � 56.06 9. COORDINATE SIZE AND LOGATION OF ROOF DECK OR PRECAST WALL PANEL PENETRATIONS FOR K T � _ _ _ _ x _ _ _ _ _ _ _ _ _ _ _ _ _ ^ _ ! _ '� _ S6 06 _ _ � _ O N � MECNANIGAL DUGTWORK WITN ARCHITECT, MECNANICAL ENGINEER AND SUPPLIER. x uv I MC12x45 � W1 x30 x R+ v � +�° � U row N 56.06 � X � � MC12x31 � � � W12x 5 � � W12 45 � � � 0 I x 10. TOP OF PREGAST WALL PANEL NOTED TNUS� . �x•-xx• • .N � v 7 � � � � �'� � � +� 0� � 11 . BMC AND BW INDICATES BENT OR ROLLED FABRICATED BEAMS, RE� 3-D MODEL FOR PROFILES, m � � S6.06 p SSQ � b � MC1 x 31 S6.06 S6 06 � � Q� I � � 0�v � J ALL JOINTS IN BENT MEMBERS ARE TO BE SNOP FABRICATED G,1P WELDS -� _� � p + I � I � � 7 ST 4,� � I S .06 V�112 x 45 HSS4 x 4 X /a HSS4 x 4 X Ya MC1 x 31 W12 x 45 S6.0 �MC12 � J 12 A D EDGE D STANCE --cJ �/sP AT I POSTn BASERAN�D CAPBPLATESOVIDE A BOLT GAGE OF 2Ya' � � e`c�O I MCt2 x 45 � � � POST POST � � � W12 x 45 I x 3 �� , 56.06 I W l-y i � � � 12 BM x31 BMC12x31 � 2 �/� 13, D INDICATES OVERFRAMED ROOF AREAS STEEL DEGK TO BE CONTINUOUS BELOW OVERFRAMING. � � -- � � � _ MC12x31 L N �n > � LL � _ .,,_. - - �--,,,.,.,.,- - - - - - - - - - - _ - _ - . 14. � INDICATES 2 COLUMNS OF BOLTS IN EXTENDED SNEAR TAB CONNECTION, ( 3' SPAGING), ' BMC12x31 W W W BMC12X31 x RE� SCHEDULE FOR NUMBER OF ROWS OF BOLTS .� - - IM BW� � X 22 _ o-. � � _ �, _ _ _ � � _ _ S6.09 _ _ _ f _ _ _ _ _ _ _ _ _ _ - � - � - - - -�g-- ' t r� gw� 2 x 22 '� I N � 15. �� INDICATES 3 COLUMNS OF BOLTS IN EXTENDED SHEAR TAB CONNECTION, (3' SPAGING), � � � S6. 6 -� -� . S6.06 J icl ��L Z I � I � in cvn � � I � RIDGE I Q r , RE• SCNEDULE FOR NUMBER OF ROWS OF BOLTS. -� q " � 16. 'C-X' INDICATES SPECIAL GONNECTION CONDITION, RE� SKETCNES PROVIDED ON PLAN SNEETS. M � S6.06 � � 4 tn . RID _ � � _ _ _ _ _ _ � � _ _ � in _ 14 I � � 17. BMG8x5P1 IS BUILT-UP SECTION RE� SECTION SHOWN ON THIS SNEET. � a Sr6' � � O O � � p � 3 _ � 56.06 S6.06 � _ p � � � � 18. S-'X' INDICATES CONNEGTION PER SCNEDULE S-'X' ON SHEET S1 .00A. � � �J - 2 J J y _ _ O Q HSS4 x 4 x %a MC12 x 31 � � GOLD FORM STUD � �, 2 � � MC12 X 31 , ^ S6. 6 -- FRAMING AT CHIMNE 6 � �O O F D O R M E I� 12x � � � � p�° R E� 2 2/5 6.0 9 � 3 Q _ •p 6 ,� � 56.06 � MC12 4 6 � Q � 6 �o .�, � � � b• � W12 x 5 7 7 Wl x 45 � 3 I � N - - - - , - - - - - , _ _ 56.06 � � � 56.06 � MGl x 31 I � G12 x 31 A I � � H554x4x /4 NSS4x4xYa � �_ _ I � �+, BW12 x 2 BW12 x 22 � _ POST - - - - - - - - POST - - - � BW12 x 22 BWt2 x 22 �` p � 5 � , - - �� F - - - - - - - - - - - - - - - - N N - - - - - - - - - - - - ��a � � - - ' 6.O$ � J O W � 10 5 � � � � � 5 � J L.L 3 u � O � � � �6 �SIM. � S6 06 MC12 x 45 BMC12 x 4 � x � 2 x BMC12 x 45 BMC12 x 45 I S6.06 � � O O O.N. , i 5 � ♦ /� U � � P - - - - - - - Q - - - - - - - - - - � S6.06 V J FACE OF � ^ � � g > > WALL BELOW 18 11 W J � a S6.06 56.06 Q RE � � 0/SL . � 3 F R 6.06 S6.06 � a � � ALL MEMB RS � 4 N � SI-IOWN AR FALL I� ESTRA I T �t � E i � w12x22 UNp. , � 3 � � DETA I L. ; OWNER ! TO � � F � ; ` � � � � RE� MODEL FOR PROV I DE F I NAL 0 0 EXTENTS OF LAYOUT /� � EDGE OF DEGK C/ J 0 ' . E � �- - - T _ V` ���._r � - � � � � � � � � � � � � , � �r � � _) �. �. � � � � � � .. �. � � � � � � � � � i � � j !� � P v .� � � � � � � ) � � f ' � � , � a . , � / ��____�_. ,. __ _ - F a � � � � � N � i I 1 1 1 E 1 1 1 I 1 , S � � , gR - - - - - - - - - - - - - - - - - - � - o � � ROOF PLAN °' ' ENLARGED PLAN � � � � � � , � � , , � � � �� s AREA #3 - - - -- - - - - - - - - - - - - - -- - - - - - - N � � , , N �� � , � � ' W p � 1 1 � 1 I � � 1 1 � I � o a � � PLOTTED MAR i� N � � CHK'D BY JRB w ¢ � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS ' � a > 2 3 4 SHEET NUMBER. O � J I � 1 1 I 1 1 l I I f i I > T - � - - - - - - - - - - - - - - - - - - o MATCHLINE 52.51 � � � . � . � � � � . . � � . � . � � � � � . � � � � . � � . . � � . � . . � . . � � � . . � � � . . � ■ � • � � 5 D . P .A. PROJECT # 06232 .00 � SCI PROJECT # 04- 187 � - � � .� 0 � U � � , 15 21 22 23 24 25 26 27 28 �, STEEL S6.16 SLOT F-ISS AND EXTEND � STEEL OVERALL � COLUMN �t'_ THROUGH COLUMN � 21 ._� �- � q�_� - iq'-1�/a 23'-10' 16'-8Ya iq'-OYZ 15'-3Ys 7'-4' 3'-115/8 GRID TO GRID 0 I� I RE� PLAN RE� PLAN I �� �n p� � 5I6 R- �/a" W/ 3-�/a' A325-SC � 19'-6Ya 2'-33 ' 8'-4' 10'-9' 6'-lYs 4'-7%a 4'-9' 3'-7�/e 1 '-8�/8" 8'-8Ys 8'-3Ya 2'-11 %8 16'-53/a � '-� 03�4 19'-OYZ 15'-3Ya 6'-IOYz' 3'-11Ya � COLUMNS � � � EACN SIDE OF H55. I � � . 3' SPAGING, i %z" EDGE � J � � i Q Q � � : � � � � : � � DISTANGE i � � � � i � � i i � i I � 0 W . I ' • � � • ' W E B D O U B L E R �t'_ 3/e' ( I � I � I I I � ( I I I i � i i i l� � O i � I I � EACH SIDE OF HSS i � � � � • c I I W36 BEYOND I I � I � I v v • , � �� � 1 � �J I STIFFENER R. 3/a' � � i @ 3 O O.G. MAX. I I R E P L A N I I � I � I I i I I I i � � i i � ti I I NS54x4x /a Q � , Q - - - - - - - - - - - - A I � � STIFFENER � 3ib' � I � � i i � i i I i i I ' f � ��, S �+�` �1ti� � �� � i i _ k ( 3/a' 6' MIN. @ 3'-O' O.C. MAX. I (A lA I � I q � I I � I I � I I � ��' i \ / + 'Lic/ � �b� � I � ? . i 3/a' 6' MIN. �./`��./ I I �/�./ 3 . i W W i � 52.52 11 i i i I i � \ / �� � � v � v � I � � � /a 6' MIN I Z � Z � � � / � /\,y+ � S 0 �ry , 2301 BLAKE ST , STE #100 S6.06 in DENVER, COLORADO 80205 I I 3/s' 6' MIN, ,J � J I I I I I I .��t. � � � � ��' I ^ 'v 303 861 .8555 F 303 861 3027 ' �, I I � U U � x ' � I � �' v`� 0�� � +�y . \ � � / , �1'i2+ � � MC12 45 b• �p,�+/ � �bOb � N S4 x 4 x �4 I � 0225 MAIN STREET UNIT C101 I �� �� I I / � �6 I Q Q I 3� ' � wp2 x 26i I , I I , / � �P ST BELOW � EDWARDS, COLORADO 81632 �� \ � � / /j � � - - - - - - - L - - ' - - � - - � - - / -, - - - \ - - - - � - � �_ - 9709268960F9709268961 I \\ � � // I � / � I �b / \ I - - - - - - - � 6' EACN \ \\� I � I /jj� � � U'��'+ � / � � � p � � � �c��' i � / 14 G�h �i \ � ���� I I END \ \\�\ � � /��� / 5jb 4 TYP. I �` _ S2 � _ _ _ �+� ap �p � y _ � - S - �+ \ +� - - - � B . �t'_Ys' TYP. \ �\ \ I I / /� / END OR CAP �Yz' 5 . � �-W8 x 1 O � x � v �? � � ` ` �+P`� O I I�. MATCH TF \: :/ EACN7/5 DE OFC I ,6.06 I / � � - W12x26 I � � I � � P b � / / � � I I WEB TYP. � ' !�, ' ' S ' � 1 b0 � , 1 � - - - � ' 95�-, • � + _ ,` -c �� - � �o - - S 06 - b - I , - - - - - � - - - � - - RE � 11 /52 . 54 FOR • _ FLOOR BE � i i I � � / ,� . � 12 � N i . . i BELOW AT � � � � SNOW FENCE . . . . RE• 52.44 �� W12 x 50 � ' / B�y � � N 6.0 � �ci � , ih :o , • � - - - � � ' , 4 � _ _ 2x �2 �-2 � � , � F OOR BE� � , ' ��+9 a, 52.52 � ` . �Y� DETA I LS 12E � ARCN . `' . 3 . w, 2 zb . . . _ - - "' �v � o � sb.ob w, 2xso B �ow � e`y 6 - � - ` `� � - - FO� LOCATIONS - � � � Q �' � • � � W8x10 +�� � 2 � � 3 � ' � � v S O i i � e� 9 G�� � i ♦ Q � \ , AND LAYOUT ' I �'ie � - - - � - - �" - � - - . �.' _ i � i ± 7 �� W8 x 1 O 5 � i i PLAN i U , �+P � � e �� � / . � C II 9 6.00 �2+ �BX�p � � �� � W12 x 50 BENT I / � I e \ ���+�2 ,�C �S�O �+��. � I C x 4 � S t r u c t u r a i � � • I ° 2 � o , � � ' � , � �� �1� + �° .� � � Consultants , 2 1 � • . � � s s' � , ( TRUSS T1 �•=r-o• I 6 � � � � S6 06 S6 06 T�+ I , - _ i _ - e�' ' ±?� 0 +� �+�P � - I � _s J � / 6� _ +�� wi x 9 i � � sb.ii - J�� �'�\o - - - v � n c o r p o r a t e d I A .O X � � � Wgx � p � � � B � 9 p�+ � � s C �C � 3400 E. Bayaud Avenue #300 W12 x 65 S6.06 rn cv I BW12 � ` • `� Colorado 80209 � � r c Cw Q N Denver, a) Z X w �p x '�'� � t `��Gl . s!V � v� �lj� � �303� 300- 51 SA , FR`/ �303� 333- 0501 � �k � ' Gy� UN � e� .�� � � � A� � �.� / , �� '� Emad Info�sci-denver com , _ g O _ _ _ +��x _ _ _ � N _ i _ � _ _ . _ _ S _ _ _ _ _ � _ _ _ _ _ _ SCI Job Number: 04 187 6 � � X �2 AT RIDGE � , � � N 4 ��� c��+ b � �� � ,� � o, + � `0 � _ _ _ _ _ _ .N ISSUE/REVISION DATE NO. �n BE OW BMC12 x 35 � � W12 x 50 - 6. - - - - - - - - `�' ' +�� � W� 2 x 35 6� � ' ` e i i '�+`'? s6J� `+ e 6� �� -�-p` � � � ! D CD PERMIT SET 010CT07 U `� � �3 �� +?�� � �`1' / � F I ' S � v W12x72 � C-2 � � � \ �h� �+ � b � i • STRUCTURAL CDS 01NOV07 5/e � 56.0 i W12 x 35 . , i i ��� + �� b �� a � r BOLTS YE CH7� �S pE 325-TG � , 12 35 O � x 30 � �� I • � �y�� � � . , \ i ,n p � ` W12 x 3O S6 � � e r1•�` o, • TOV RESPONSE 12DEC07 '�/ O HSS6 x 6 x 5 a�` � I +�' / � �O ^ TOV RESPONSE 11 FEB08 XTEND EDAVE _ _ _ � ��, _ POST TO L VE 7 � �b+ h� � �� _ � _ � e _ � +�C� _ � � I 2 'G'ttf-b10bl�idT- - E � ` y�'� e � �' CCD #30 06JUNd8 Q ACE OF WA � O i _ + GONNECTION OFF 3 W12x72 � � Wt2x35 „ • . �, S • 3 ��, X gp �i� ` / 6 COLUMN TO O � 600S162-54 � MC� � I Q � 6 �� W�2 +�,� + / ��6 i SUPPORT FASCIA BELOW � CONSTRUCTION DOCUMENTS 08AUG08 • x4 S606 S6.07 � . �,� , � ,� � .3 \ S 6' io @ 16 O.C. I W12 x 45 3 � i0 � F. S611 i p� . ': � O . a' STIFFENER � 3/a" � 12 x 45 � � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ @ 3'-O' O.C. MAX. �� � x x � N � W12 X 45 � � p �' � . - ' ' F CCD #42 28AUG08 Q �\ 4 4 /a I O � N W12 x 35 3 i i G-8 5 . 1 i 12 7q S6 07 / +a �p�°` i . � I ��\ 12 x 58 � � �p x 4 S6.06 N 5 S 6 x 6 5 � � � - / . , ��` � AT SHORT SPANS �n '� TOV UPDATE SET 10SEP08 � � �� � � � p ,� i s; POST i \ �+�� N � � O F D E C K T R A N S I T I O N S i� ;o � � � s� ,� x � �I PROVIDE 14 GAGE � I t2x45 W � W� 2x45 � � S6.07 w� 2x30 S-3 � v• � 8 "`� � � � �p � c0 � o; TRANSITION PLATE � ' I � Dl 5-3 � BW12 x 22 cn � � • ._ . t� ' W12 x 12 ABOVE . m �p X / - ti - - 07 - - (; ab I � G1, 3 J , 11 -0/a 16 i 8 1 O � + /� STIFFENER R. /s' �� � � W12x79 BELOW / c%� SHADES AREAS �l. +9 � 3'-O' O.C. MAX. 3 • 6• I \ ARE Dl DECK I � •� y�` 6 � MC12 X 45 � w� 2 " 53 W12x72 � � � BW12x72 W8` \ I / PLAN BENT OVERFRAMING i � � 6' EACI-I BEAM AND DECK � C-� � � � 3 � , i � W8 x lp l � TO COLUMN � � I � ^ °� REG/ END � v � +�° � � � sb o� s�i 's. � ws x i o � -� - - Q,PO��. . . . srF�F 3 IDES � S6.07 Q� _ � BELOW - - - 3 � '_ - ,p - - _ - - - _ - - _ - H o�0 Q� OY BqR�. O i � � �4 TY � ' 11,� � � � _ G-8 W12 x 79 W12 x I R h�`�' '��m �':o `�9 : II � +io W8 x , i C12x45 � ; 3 1 ; � I I END OR GAP F'L%2' � " --- - - }�O �' cp �p NS56 x � Wi 8 x 35 AB VE � � � � 'O :� �•� �' MATCN TF I I W/ 3-�/a'A325-SC � � W8 x 1 O ^ 3 U �i 6 x 5/a F� W12 x 22 BE - - - - - - - - - - - � 2x� - - - �Z - . - - - - - A� '• ••'�� I I EACN SIDE OF 45 � MG12 x 45 V N �1/ � `�' �� . .: W12 x 4 i � W12 X 45 � � � � � � ��6 , O,c . . . . . • �� WEB TYP. r � � x X ,o � � m x � �� � l: i � �� � � SIONP�- a o -a - - - - - ' � '� � _ ,h m , - - - - - - - X %a aD � � "' �+ 2 - - � - - � - - - - - - - - - � - - - - - - - ,'��1 - - - - - - - � . . � cn Uy� 2 � . � ,' ,(� BW12x4 x ' � � . . . . - -3 x � 56 06 56.06 ' �� Wt2 � 3U � 't� v m p j � ' � ' ^� � I W12 x 45 � 16 O O O O O � � �' - - - � -r- - �00� - CL - - - - - - - - - - - - - - . W12x58 - _ _ _ _ - X4 v RIDGE - - - - - - - � BELOW I °' � 0 'Pi� � � N N N N N � ,�:�. • � s � � � ' , � � �� � " �INDIGATES � ' O T ,1, � � 3 3 � Q 3 • R' /a' II ��ib ' � � CURVED BEAM m �o i i � i .. - , i f X cv0 � SN Dl 3 14 ' � II �; N � „ �� m c� � X � Q � S6.07 \ �� � I 5 � CURVED FASCIA x I � N � � - - - - - - � II - - - - �DED AREA - - - ' • ..I � � 7 � CNANNEL EACH SIDE (SLOPE ) ( LAT) 3 �" � � 4 ^ ARE Dl DECK RIDGE O � '^ � m S6.07 -�' 3 56.07 ; 5.06 ' �'' i S606 OVERFRAMING � � � _ � � _ _ _ _ _ _ _ � - - - - . - - K � � � - - - - - � � � � � W36x232 � � � X45 - - - - - - � J � � � TRUSS T2 iz'=t '-o• � � t I T•��W s 53 N � � sb to o � -�- ^ � B � � - 56.06 3 = 190'-05/8' 3 N N p� � - - - - - - I � T BEAM M �1/ � I N N ROOF RIDGE � � 5606 BELOW O S6 06 I � OFFSET FROM • � F'L 3/a' x 14 ' CONT � 3 y� m �, OF BEAM � O 3� - N � � - - - � - - � � �" - - - - � L J x 3� ^ x � � � S �n 52.53 � c� m �e 2-12 • I W12x45 S606 � � W12x4 � x m � 14 J x 22 � � � - ,.,.., . . 6.07 x 6.08 N x x X . � � � , � `�' �� W12 x 45 ��- c� N N � � 6.0 m W ., 3 3 3 �/ `� RIDGE I SLOPES) (SLOPES) � T.O. WALL � r J � � TYPIGAL AT TRUSS Tl AND T2 I � � � � SLOP ' OTCN T.O. I N � > � LL. 14 � - - - � - - - - PRECAST WALL - - - - - - - - �- - -�-� - - - - - - - - � � w - ' L AT I - - IV� � � � � � -� O x 56.06 � � VALLEY BEAM ! I � x 31 N � � BMG12 W12x 45 ���t � WlZ X 45 �� 11 `r � � �M " 6 I � ♦ � p , x 45 8 STEP � �ROPPEp - - - - - - - - - - 6- - - - - - - � W >.06 3 I m c� O x . MC12 x 31 S6.06 T.O. � � ° ' � x � _ _ � - - .�"�. W N � � � � I " M - - _ 2 2 � - � 5 I MG12 x 31 � 3Q S2.53 � T.O.W. Wi2 x 30 � S6.08 � I � .08 HIGH O � O Q � 6.08 � W12 X 45 � � � � � 12 x 45 = 180'-O' N PLAN ENT ? � X 7 - ;\ � Q � 06 � W 1 2 x 3 0 3 BEAM NIGN ( LOPES +s� X � u S6.06 O I � W12x96 Q Q � � `J - - - - - - - - - - - - - - - - RE� ARGN. _ _ - - - - - -r - - - - � m - - N � TAPERED - -� - - -r- - - - - - - - - J � O W W� 2x22 W/- HSS4x4xYa x + �i 3 INSULATION � � FOR TYPICAL � c� x 'b ? • � S 6.0 6 T A P E R E D � P�O So�TO F LOOR BEAM v N y�� +S PES) CRIGKET �o P � ROO � ENLA� GED PLAN AREA � ��=, �-o- _ _ �� � �K T - - - - _ - - +1� - - - - � -��- - - - - _ - - _ - - 0 0 0 i (SLOPES) (SLOP � � Dl • � ♦ 1 � N O � RE� 3-D MODEL � • .� NOTES � x I m wg x 10 �0 � W W12 X 53 FOR GEOMETRIC N � V MC12 x 45 MC12 x 45 � � 3 � CONTROL 4 PLA ES �. � � � � 1 . BOXED NOTES � INDIGATE A TYPIGAL CONDITION UNLESS NOTED OTHERWISE. � J a- 2 T.O. STEEL ELEVATIONS FOR TNE ROOF STRUCTURE ARE DEFINED IN TNE STRUGTURAL 3-D MODEL � � i N I �i �+� 3 X -� � ' ' �' W PROVIDED SEPARATELY. TNE PROFILE OR PLANE OF TNE TOP OF STEEL IS TO BE MAINTAINED I O " � • � � BUT INDIVIDUAL MEMBER LOCATIONS ARE TO BE ADJUSTED AS NECESSARY FOR STEEL CONNECTION � 11 13 i u + °' ,� p � 5 I MG12X45 � � � DETAILING EXAMPLE RE� t/S6 06. � S6.06 S614 �+�` QO� 6 O W12 x � .� � � \ n/ W� 2 x 30 L 3. DIMENSIONS TO INDIVIDUAL FRAMING MEMBERS OF THE ROOF STRUGTURE ARE DEFINED IN THE �� MG12I 1 � � � 2 N � GN 60 � ^ � � �' ` STRUGTURAL 3-D MODEL PROV� DED SEPARATELY. LAYOUT OF MEMBERS MAY BE ROUNDED TO � 1' 12 x 45 � S6.06 � � Q THE NEAREST i�'. p x 45 S6 O S6.08 � - 4 . �� INDICATES STEEL DEGK TYPE AND DIRECTION OF SPAN (2-SPAN MINIMUM). RE� SNEET 5100 , E � 1 O/S2 . 53 FOI� MG 2 N W� ZX45 � � � W12x45 N I c� ,n COL MN BELOW �(T.O. �GOLMN '� FOR STEEL DEGK SGNEDULE. AL. L REST12A I N x45 cv � x � I U � PO51 ION SHOWN ON PLAN O � � 3 �" 3 � N ' � x 6 RE� CONNEGTION C-9 ' ' 5. RE� SHEET 5100 FOR STEEL BEAM GONNECTION SCHEDULE. � I � O' A 'A � � 5 � x _ _ 3 _ _ _ - _^ _ - _ .O - _ - - - _ - - -_ - - - _ - - _- - - ♦ ^ 7 'SC'21NDIGATES BOLTEDE CON EGTIONI ANT SEEEL � EAM TO BE SLIP GRITIGAL. ROV I DE F IVNAL - 56.06 � � " � " BW' 2 Q � , 8. RE• STEEL DECK SCHEDULE FOR WELDING OF STEEL DECK TO STEEL FRAMING. AYDUT 6 � I 18 m N � 5 ' m ` ` � � 9. C O O R D I N A T E S I Z E A N D L O C A T I O N O F R O O F D E C K O R P R E C A S T WALL PANEL PENE TR A T I O N S FOR 5 6.0 8 � � 6'� I M U I 5 6.0 6 � � ` _ �'. _�,. � MECNANIGAL DUCTWORK WITN ARGI-IITECT, MEC oWNICAL ENGINEER AND SUPPLIER. � � � � � ' i � 10. TOP OF PREGAST WALL PANEL NOTED THUS = xxx-x�c � � � 7 � W 1 2 x 5 W 1 2 x 4 5 ' � I = N i � �- �- i �, „ ( � ,. � e a 11 BMC AND BW INDICATES BENT OR ROLLED FABRIGATED BEAMS, RE• 3-D MODEL FOR PROFILES, � P � MC� 2 I ^ i C � � ALL .101NT5 IN BENT MEMBERS ARE TO BE SNOP FABRIGATED CJP WELDS 56.06 I MC12x45 I S25 � x45 � i � r � ° � E , � 12. FOR ALL HSS POSTS SUPPORTING W12 x 22 ROOF MEMBERS PROVIDE A BOLT GAGE OF 2%a' � o - - - _ - - _ - - - - - - - - - - - - - - - - - - �-� ,�-----_ _ _ __ _ __ _ ._,�..� �,v AND EDGE DISTANCE _ �ib'. AT POST BASE AND CAP PLATES. _ _ _ _ _ _ _ _ _ _ _ _ _ • R � 13 OINDICATES OVERFRAMED ROOF AREAS. STEEL DECK TO BE CONTINUOUS BELOW OVERFRAMING. � RE� 5237 FOR UvT m O' MC12 � � x � � S .06 � x 45 � � 14. � INDICATES 2 COLUMNS OF BOLTS IN EXTENDED SHEAR TAB GONNECTION, (3' SPACING), � MEMBER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Q. RE� SCNEDULE FOR NUMBER OF ROWS OF BOLTS Q INFORMATION W12 x 30 N � � N � '� ' SIM � p ALL MEMBERS � � � � �O � 15. �� INDIGATES 3 GOLUMNS OF BOLTS IN EXTENDED SNEAR TAB CONNEGTION, (3' SPACING), � 2 � I � � � x u X f 3 M � RE� SC4-IEDULE FOR NUMBER OF ROWS OF BOLTS. S6_06 S6.06 5 SHOWN ARE � - - - - " � �°� - " - S ROOF PLAN g 16. 'G-X' INDIGATES SPECIAL GONNECTION GONDITION, RE� SKETCNES PROVIDED ON PLAN SNEETS � X � MC1 X45 � � O MC12x45 � 5606 � 17. BMG8x5P1 IS BUILT-UP SEGTION, RE� SEGTION SNOWN ON TNIS SHEET. � � 4 RE� MODEL FOR ENLARGED PLAN o, � FACE OF EXTERIOR � 18. S-'X' INDIGATES GONNECTION PER SCHEDULE S=X' ON SHEET S1 .00A. � S6.0 - - � 56.06 WALL BELOW EXTENTS OF c� �n EDGE OF DEGK AREA #4 . N BM12 x 22 � � X � x � 7 � � � � 3-PLACES - - 6 O8 � � � N N, 5 I 12x22 :o � S6.06 � _ _ ( 3 PLACES � . . � N ln � , � 3 � � �J ° � p I 12 x 45 � � MC12 x 45 ( S6.06 PLOTTED MAR , W � S6.06 W12 x 65 � - - - - - - - - - - - - - - - - - - - - - - CHK'D BY JRB �n - - - - - - - - - - - - - - W i � � � � i a i Q - - - - - - - - - - - - ' ' COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS ? MCi X 45 MC12 x 45 � 2 3 4 SHEET NUMBER. O ¢ 14 SIM. 11 o S6 07 S6.06 o � � � , � � � � � � 5 ' � D . P .A. PROJECT # 06232 .00 � � SCI PROJECT # 04- 187 � N .fl O � U � i LL > r . 4 � .� 4 4 CRICKET EXTENTS RE� ARGN. `r t - ' - - x _ � -� - - - 6 5�_5• � �~�. _ _ � � 115/a 4'-6g/a �� � I -- RID E W33x291 I .,,� dq � � • J � } } � I I � �� 1 '-93/a 2'-IOYa i � � � QrC � ` l.� � � � � �' � � W12x65 i � � I � ' ^ r-��8 �• 3 _ � _ ' K 4 I I � I W � N 4 N � I � I S2 54 � I I I O I N S2 54 N I 52.54 GRICKET EXTENTS i i � � � . � � � 5'-33/a 3'-8�/a NSS CNIMNEY � -1 i � � � � i RE� ARCI-I. ' • � � � I m FRAME � i � � I W12 x 26 � ,� ' � +�1.�' Z RE� A/S2.54 � _ ;� � � � i i� � I � ' �2x2 � x s � R �,..� 12��tl� � DENV R COLORADO80205 4 I� � � � ' I I 5254 � CRICKET EXTENTS I � I 3Y4 N HSS CI-IIMNEY � � I � RE� ARCN 2 � � 303 861 8555 F 303 861 3027 a � FRAME x ,o �o � S2.54 � �,a�_ w� z x 26 •� 0225 MAIN STREET . UNIT C101 � RE� A/S2.54 �, I � � BW� 2 22 � X � X � ' � x i i O 2 � ;�, , � EDWARDS , COLORADO 81632 ' � f JV12 x 26 � ' 2 � N 3Y4 �' in W12 26 _� � � 970 926 8960 F 970 926 8961 � (f � S2.54 3 I � N N N ;0 52 5 �;;A_ 3Ya ;o C' I i � � W ' � x x W12 � I-ISS CF-IIMNEY � � 3Ya � � I � � � - FRAME y� 2 x 26 3 � i ' � S 54 ' � W12 x 26 ' � 26 NSS CNIMNE RE A/52 54 52.54 � - - _ � � I 12 x 26 BWi2 x 22 ' x ' x x X ROOF FRAMING -� RE' M E ' S ' - - - �n I N N c�, RE� S2 50 L � � N � � 3 1 I V I I S2 154 � � � � � 3 � � � ' I S2 54 2.54 S2.54 ' m i ��2.i.�2 � 2k2? � � S2.54 52 54 i � � � � II � I I i PARTIAL PLAN Y4'=t '-o' � PARTIAL PLAN Y4'=� '-o' C PARTIAL PLAN y, •=� �-o' D PARTIAL PLAN Y4'=� '-o- . A Structural _ Consultants Incorporated �O �j 3400 E. Bayaud Avenue #300 8 Denver, Colorado 80209 , (303) 399- 5154, FAX (303) 333- 9501 „ Email InfoC�sci-denver com _ � ° L SCI Job Number: 04- 187 � � � . � _ ISSUE/REVISION DATE NO. � � EX'�END BASE � � \ -� 1'LA7�'S AS REGtUIRED FOR CCD #30 06JUN08 �� � v Fk7 l9P ON � 3'-53/8 � � 4'-95/8 S254 ,p,p,�p,�ENT B CONSTRUCTION DOCUMENTS 08AUG08 � 3 HSS CHIMNEY • 5254 FRAME \ � � F�ANGES 1 _ _ _ _ _ �„� - RE� A/52.54 _ , � B _ _ - F TOV UPDATE SET 10SEP08 - - - - - -- M . \ 4 �O � HSS CHIMNEY CRICKET / 3Ya � _ _ � .� N W� 2 x 22 N � EXTENTS N 2 � - - - N 2 N REA A/52 54 RE� ARGN. / / N Wi2 x 26 � x �o S254 E � 52,54 � \ � 4 � 3 � ' N N _ _ - ^ � X - - - - - •� `V '� FRAME IMNEY � � S2.54 � 52.54 � �� � 3 'o�' RE• A/52 54 N W12 x 22 3 � 1 ;:u.. ::�,� ,,., � N ;o W12 x 26 - - O GRI GKET 52.54 L N N NOTE� / �O � a � '� RETARCN. � / 3Ya � NSS CHIMNEY � � T � 3Y ' � O � c� b: , ,�, .�. c�, 4 � RE� ARGI-I. FOR 3y4 � � N I FRAME - . ` � °�" �° STONE EXTENTS 3 ' �o - , G • - - AT BAS, TNIS N 4 \ x I � -RE�C�52. N � 52.54 � - � - - MAY REQUIRE N S2.54 _ _ _ N I x w�x BENT SUPPORT _ S2.54 3 � N ��,1 „r - - - - - � - � ANGLE AT RIDGE _ _ ' W12x26 - F _ _ � � i i W12x22 � c� 2 � - - �- � � I ...r� � � 3'-4%a 3'-1 OYa' - - 1 � S2 54 N W12 x 22 5254 � - - - � � � � s2.5a 3 � � � �p REGISTF I � I _ 4'-� �l' ' 2'-43/4 Q�' • •. ... .. '�F � � � I I 8 � �� 0�,0 �,Z.t�OY �q,g�. D 8 - - �, � I I j � 1 '-2�/ ' `' :o F�, : I I � _ � � =� . . � I I I � ,09., ;��`c, PART I AL PLAN �'4'=� '-o' � � " "��� � PARTIAL PLAN %a'=1 '-�` PARTIAL PLAN %a'=t'-o' � SSIONP ._ _o. � 6y -ID - o $ PARTIAL PLAN ya � � G E � , � 15'-3Ys � 24 21 � - - - - - - - - - - - - - - ROOF FRAMING _ _ _ _ 1----- K . � _ _ _ - RE• PLAN / � O � / / � I ' - ! � � 4'- 43/a � 3'-�Ya HSS CHIMNEY FRAME 2'-13/4 � 3'-OY' 3'-13/8 / O RE� A/S2.54 PROVIDE � � 3'-1 ' 8 a � BENT STONE SUPPORT U +\�b �� _ _ _ - B m LEDGER AT RIDGE m i 3 J 8 +� Q� m � N N ^ � - - - I S2.54 HSS CHIMNEY FRAME J � S2 54 ��` P ' � N N ,� � - a - - - _- K RE� A/52.54 PROVIDE � 6 �,� �� O � 3 3 NSS GNIMNEY ; i � i� i � BENT STONE SUPPORT W .. 5254 I O 1q3'-2" FRAME in _ LEDGER AT RIDGE L � n/ i / / � W12 RE A/52.54 � _ _ _ - _ - - -- - -- � LL� � 1/V8 x:3U ..,,: / / 52.54 x 26 - - - Q 2 � i � � I � � � � �° C�� � S2.54 ' � (� 7 ` � � � / . � � � � � W12x26 L � . Q r x . �. �" " WS 1a � .� 52 54 r � • a I � m ,� � � ° -� � - L � 3Y4 � m � � o �- - ^ Q t�,': � N � -�o i i I O `O 2 3Ya �D � a � �: � � " 3 / 4 g OVERSIZE BASE PLATE � � O O ' � ,� �p . -N ; ; � � 1 I A S R E Q U I R E D F O R F I T S 2.5 4 , i ��, N�,, .�,�, 5' � 52.54 / 52.54 S2.54 S2.54 i BEAMS -. UP TO 2 SEPARATE � � �" • ' ,,.;;�8 ,....� ��, � � _ _ � � . � �" � _ I _ 0 Q � � � � � •-a� 8� bY4 _ - - M �" z �/ �/ � ��ca�t� • I � Q Q L L L L _ � I 2 i w O w i52.54 - - - L � � � � � S2.54 � � _ _ - � � O O 9 I �'�/ � 2_5 i _ � � � U L i _ � J � PARTIAL PLAN i4'=� '-o' PARTIAL PLAN Y4 '=r-o' A ,� P A R T I A L P L A N Y4'=� '-�' W - (f� L PARTIAL PLAN �4 '=� '-o' �V� Q ,J K � � oC � Q � - O � 24 (n �;J � 2'-IOYa 3'-63/a _ ,_ _ _ _ � _ �� �.� , SIM � ` _ _ .�, � I A� � i i � � � � ` R � i , � \ i ? p � S3.54 r � � ; � � _ _.� � � ; � , I ' .� _: v -- - s - � �--_ __--- . 4-ISS GNIMNEY ^� � I-ISS CI-IIMNEY FRAME A SUPPORT FRAME � � RE• A/52.54 W12 x 26 � I RE� A/S2.54 _ � _ - � � _ _ _ � - - � � 2 W12x26 3Ya I ¢ 52.54 A � E N LAR � � � � �' 2 ,� � � CHIMNEY RO g RELOGATED ROOF � I � S2.54 � ° RAMING BEAM FRAMING PLAN � F 3 RELOCATED ROOF FRAMING BEAM � � 3Ya 4Ya � S2 54 � I � 6'-03/ 7'-N'a I �� � OVERSIZE BASE PLATE o - N N � � AS REGIUIRED FOR FIT UP o, I ON 2 SEPARATE BEAM PLOTTED o N N � � FLANGES CHK'D BY .- o, v o , � 3 1 W I 52.54 52.54 COPYRIGHT O 2�6 BY DAVIS PARTNERSHIP P C , ARCHITEC N I - - - - - - SHEETNUMBER ¢ � 0 a. � > O > PARTIAL PLAN i4-=r-o• PARTIAL PLAN i4'=� '-o• ■ o N � D . P .A. PROJECT # 06232 . 00 � - SCI PROJECT # 04 0 � � � � � 0 � a - ° -- - - - - - - - ? - � - - - - tn - - ti - - -- -- - 1 �� RE� PLAN � .. BOXED NOTES � CHIMNEY LID INDIGATE � T.O. PLATFORM � EXTENSION TYPICAL NOTES i I � _ - - RE� ARCN _ — _ i i I RE� 12/S2.54 . � � - - - - - - - - - - - - II i � � - - - - - - - - - - - - - - - - - - - - - - - � � � � � � QrCh � t ts � � I I � II Q TYP. � 3�6� ' I � � � �o I I , � _ I � � —_ — _ - - _ - -_ — _ - - _ - - - - _ - - _ I I I � � � � � - - - - - - - - - - - - - � � � 2301 BLAKEST , STE #100 X � � � � DENVER, COLORADO 80205 Q I � 6005162-54 I 303 861 . 8555 F 303 861 3027 � @ 16' O.C. � ( TYP. NSS6 x 6 x Ya 0225 MAIN STREET UNIT C101 ;o � I EDWARDS, COLORADO 81632 - I � I —_ — _ — — _ — —_ — _ — — _ — —_ — _ — — = I I i 970 926 8960 F 970 926 8961 � � I � . � � � - - - - - - - - - - - - - - � I I � � - - - - - - - - I � I � TOP AND � � I BOTTOM TRACK � i � � � RE� 4 AND 8/SS O � � I I i 5 1 .5818 • � I � I . ' I ( I � � 6005162-54 ROOF DECK � � � I � I � I � CNIMNEY FRAME I L TO 600S162-54 C� 16' O.C. @ 16' OC , STUD S254 AT CRICKET �' � � I � � I � i � RE� A/52.54 � � 3 BEAM 3j6 2-� 2 STUDS SNEATHING SNEATHING � I i � � � I I i I I /e RE� ARCH. BEAM 3/6 2-12 � RE� ARGH � � - - - - - - - - - - - - - - - - - - - I � � / I � � I RE GENERAL REUD /58TOTO TRACK REU 4/58.00 M TRAGK — — — — — — — — — — �� L5 X 5 x 3j8 STONE � � . . 3 I � NOTES DECK TO � � � SUPPORT LEDGER I I � RE ARGN � • L3 x 3 x y4 BEAM BENT F'L%a' x CONT. ( 6 ; I NOTES NERAL � i � i 52 54 I - ' � � � BASE k'_%2' I � I � I I I � � � � W/ 4-�/a' � A325-TC � • I I � � � . � � � � I i — — — — — — — — — — — — — STEEL BEAM � � � 600Si 62-54 @16' O.C. � � ( � I � � � • 5-2 CONNEGT W/ SNEAR STEEL BEAM RE• PLAN CHIMNEY AT RIDGE; PROVIDE • FRAME I � BENT PLATE 16' GAGE I _ TYP. �4 � I � , � ( � � STEEL ROOF � � TOP FLANGEED TO BEAM RE PLAN A/S2.54 I � � x /� AT RIDGE TOP � i ROOF SLOPE AND SUPPORT DEGK � • I FRAMING VARIES RE� PLAN TRACK FOR DECK � � I � � � � i � / RE� LOCATION SPECIFIC TEEL BEAM I ruc ura ' � � � , � PLAN INFORMATION RE� PLAN � STUD WALL PERPENDICULAR C o n s u I t a n t s i � RE� GENERAL 16 O C. SPACED 4 -O O.C. INSULATION � � I i TO RIDGE 600S162-54 AND ROOFING . I I i � STEEL ROOF DECK NOTES I � MAX. FROM �. OF RIDGE I n c o r p o r a t e d RE ARCH. ' i � � � ORIENTATION I � / ' 3400 E. Bayaud Avenue #300 � i O IDE 18 GAGE i MAY BE DELETED IF Denver, Colorado 80209 � I I / i VARIES TI2ANSITIC�N PI ATF ���6 L_ � L � . (.SU3) .Syy- 51b4, FAX �3U3) SSS- 95U1 � rRIr �ET P_OnF DECK SPtiN � I � � � AT SIM. PROVIDE STUD BEARING FOR IS 4 -O OR LESS Email Info�sci-denvercom I STIFF E N E R P L A T E SCI Job Number. 04- 187 i � TABIW/ Np SNEAR BOTTOM TRACK W/ #8 - D SECONDARY BEAM - � SGREWS @ 8' O,C. ISSUE/REVISION DATE NO . • BENT F'L %4 x � � CONNECTION Cp�T, 3 STEEL BEAM CCD #30 06JUN08 r TYPICAL RE� PLAN CCD #32 18JUN08 0 A CNIMNEY FRAME ELEVATION 3i4'=� '-o- � 3i4'=� '-o- n 3i4 '=� '-o• � 3i4'=� '-o' /� 3�4�-� �-°� CONSTRUCTION DOCUMENTS osau�os . L `F CCD #42 28AUG08 Q TOV UPDATE SET 10SEP08 5' 1 ' 1 ' 5' L5 x 5 x j4 ADDITIONAL T.O. WALL T.O. WALL INFORMATION STEEL ROOF DECK i � RE ARGH. RE� ARCH. � RE• 8/S2.54 RE� PLAN AND I � 6 0 0 S 1 6 2-5 4 ' �P�p PEGISTF 9 Fo SECTIONS I oY B I @ 16' O.G. 600S162-54 3/6 2-1 2 ��'�'� AR��: BENT PLATE 3�6 2-� 2 I @ 16' O.C. � o:o Fy : EXTER I OR • � • � SHEATHING EXTERIOR RE• GENERAL 16 GAGE W/ •. .• � #8 SCREWS RE� GENERAL i RE� ARGN. REEA GIHG � NOTES :�. �•'`�� p• @ 8' O.C. NOTES T.O. SLAB A ' ' 1 .5818 L5x5xy4 CONT. FIXED CLIP I RE� PLAN '90 ��t,� . . . . .. STEEL DECK — — — — — — — — — — — — — RE' PLAN � FIXED CLIP W/ 4-#8 rX X . � _ SSIONP lUR ' � '"� W/ 4-#8 SCREWS - - ' - • " " " - - - - STEEL STUD , ,. � � �,� x x SGREWS � x x � �X x ' • FRAMING � I STEEL BEAM _ _ _ _ _ _ — - - - x "� RE� PLAN ELEVATION Y BENT PLATE 12 GAGE 3 " A/S2.54 CONT. W/ 2-#8 SCREWS STEEL BEAM . . AND4BASE ��PO W/ 4/ ��A�P . , AT EACH STUD AND 1 RE� PLAN A325-TC BOLTS MAY BE AT DECK TO BENT PLATE . SHOP WELDED TO EITHER , , @ 8' O.C. � UPPER OR LOWER BEAM BASE k'_�' W/ � I ' � STEEL DEGK 4- 3I4 ' � x O'-6' � � , RE� PLAN EXPANSION I I STEEL DECK ANCHORS I I RE PLAN TYP. 3� 6 � . CONCRETE STEEL BEAM CORE WALL RE• PLAN RE• PLAN 3�4 �=� �-� � ��=� �-0� 3�4 �=� �-�� Q 3�4 =� �-0� 3I4�=� �-�� � 5 6 7 8 9 � w � PRECAST EMBED > � � . BY PRECAST � TYP. � 3�6 � � 3,�• X5- SUPPLIER � W PRECAST CHIMNEY LID � Z - RE� ARCH. PROVIDE � � ' I � ' T.O. LID 4000 PSI MAX. W/ 5�± � � � � 2' � HOLE RE� ARCN. 1 �% A.5 ENTRAINMENT 4' � STANDARD � � a � � O Q � a a PIPE 25'-O' O.C. � � 3i�' �GABLE STRUNG � � O Q ` MAX. � � TIGNT W/ GLEVIS, � � � � � } Q � � 3 SAFE WORKING LOAD U ; �a CAPAGITY = 5000 LBS. � I � I � � � EXTEND BEAM SNEAR MIN, Q � I � I � � �/ � .� � FLAN E GIRDER TOP � i i 3�6 i i W J O W � � TIE-OFF MUST BE I � I � %a I � LOGATED AT A BEAM � � � � GI-IIMNEY FRAME � �I � C7�� PAF�TIA.L PLAPIE O � O IIVTCFC�CG � IVIV i v I � I � AND ASSOCIATED , i• GIS DER ON AT LEAST n � � � � � � � i i _ _ _ _ _ _ _ _ i i DETAILING � ♦ ♦ � � � - - - - - - - - � � v � � � � - - - - - - - - - - - - - - - - � I Q " � . � I � I � w — � Q —�/ . � � j � d- > I..L STIFFENER I� 3/8' � I � I � r WHERE NO BEAM i i i i J - EXTEND ON i I I I � O SIDE ROOF RIDGE � I � I � G I RDER , , _. � � � k i g � � _ _ _ � � 3 3 • 3 • � � ^' - ; r 7 0 - r. . z TYPICAL ROOF FALL RESTRAINT r4'=r-o- r4 =� '-o• r, =t '-o- k � E - � ; r , E � � � o NOTE � > > 2 a �� . � FINAL LAYOUT BY OWNER � ' _ _ _ , ___ � ___ _ _ ' � � y , � � � e � ¢ M Q � � � 0 FRAMING DETAILS = � �, 3 v � �� � e} ' O �4 O � o , AR F- � CHK'D BY JRB w � p COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a � O SHEET NUMBER. J � LL 0 Z � ' ■ O � � -• D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 N a 0 ? � N BOXED NOTES INDICATE � TYPIGAL NOTES .� 6 W 6 , 30'-9" 23'-1 O' 30'-9' 9'-6' 11 '-5' 9'-1 O' 6'-6' 1 O'-O' 7'-4" 9'-1 O' 11 '-5' 9'-6' . . DEAD LOAD = 500 PLF � -� � SNOW LOAD = 2000 PLF t � • • � AI�CI 1 � � l.S � T.O. WALL T.O. WALL � � SLOPES RE� PLAN � — �RE• PLAN RE� PLAN SEISMIC = 250 PLF WIND = 500 PLF SOIL = OPLF �y�S� � � � p QvQ 2301 BLAKE ST , STE #100 , S/y� ��.� DEAD LOAD �rl,h Q � DENVER, COLORADO 80205 O�� ,• �� = 500 PLF � -- po Qv 303 861 8555 F 303 861 .3027 S �s SNOW LOAD DEAD LOAD = 500 PLF �G � �� �O � = 2000 PLF SNOW LOAD = 2000 PLF � '' . � .o����<,�. �Fi�����v 0225 MAIN STREET . UNIT C101 0 5� w EDWARDS , COLORADO 81632 S�F4 � ,� 970 926 8960 F 970 926 8961 Qj O�O RE� PLAN �� �� RE� PLAN Q�v�l 23'-10' ��q�0 ,, SW NDIG 500 PLFF SW NDIC 500 PLFF , ��� e 3'-11 ' 7'-il ' 12'-O' .� S � SOIL = OPLF SOIL = OPLF P,O o �1 ?��p A �oPO ��/S 0 A�� 2'-9' 3'-4' 1 '-3' ��p� v Qv� �,� 5'-O' 3'-6' '-O S�O,��c 'L�� QvF p�� ,. .� � � , �C� ?� .� Sp�sp ��G ,, O � '����,��� 5�'��jJ��p�v ,' NOW LOAD = 000 PLF . . `� DEAD LOAD `;� RE� PLAN �` = 500 PLF �` SEISM G = 250 PLF WIND = 00 PLF SOIL = O PLF DEAD LOAD 1 O PLF DEAD LOAD = 500 PLF LIVE LOAD DEAD LOAD = 1200 PLF DEA L AD 00 LF DEAD LOAD = 500 PLF DEAD LOAD = 1000 PLF LIVE LOAD 5 O F LIVE LOAD = 250 PLF = 250 PLF LIVE LOAD = 600 PLF LIVE L AD = 2 O LF LIVE LOAD = 250 PLF LIVE LOAD = 500 PLF DEAD LOA = 500 PLF �1 LIVE LOA = 250 PLF LEVEL 4 .��. �L���L��C LEVEL 4 �� .� ��O Qv� H H LEVEL 4 o tructural = 138 -6 SEI IC_ = 1900 PLF SEISMIC_ = 1400 PLF `SO�� . � 2 = 138'-6' SEISMIC = 1250 PLF SEISMIC_ = 1500 PLF SEI MIG = 1250 PLF /` . ��'�J Qv� SEISMIG = 1250 PLF SEISMIC = 1250 PLF = 138 -6 SEISMIG_ = 1400 PLF C on s u I t a n t s WSOIL =�0 PLFF SOIL 80 PLFF � p�0� ,o w501L 40 PLF � wSOIL 60 PLFF w501L 40 PLFF ��G �' -- � wSOIL 60 PLFF SOIL 40 PLFF w501L = O PLFF I n corp ora t ed '�<,c���'c 5�.���O�v BOUNDARY BOUNDARY 3400 E. Bayaud Avenue #300 2'-8' 3'-4' 1 '-4' S 5'-O' 3'-6' '-O ELEMENT ELEMENT Denver, Colorado 80209 DOUNDARY T � WOLL T.�. WALL OVERTURNINC OVERTVI?NINC (303� 300 61b4, rAX (303� 333 0501 ELEMENT SLOPES SLOPES FORGE FORCE Email InfoC�?sci—denver com OVERTURNING RE� PLAN RE� PLAN RE� NOTE RE NOTE 8 SCI Job Number: 04- 187 FORCE RE� NOTE 8 ISSUE/REVISION DATE NO. � � CD PERMIT SET 01 OCT07 . m DEAD LOAD "� � = 500 PLF � STRUCTURAL CDS 01NOV07 DEAD LOAD 10 O PLF DEAD LOAD = 500 PLF DEAD LOAD = 500 PLF LIVE LOAD DEAD LOAD = 1200 PLF DEA L AD 00 LF DEAD LOAD = 1000 PLF DEAD LOAD = 500 PLF DEAD LOAD = 1000 PLF DEAD LOA = 500 PLF . LIVE LOAD 5 O F LIVE LOAD = 250 PLF LIVE LOAD = 250 PLF = 250 PLF LIVE LOAD = 600 PLF LIV L AD = 2 O LF LIVE LOAD = 500 PLF LIVE LOAD = 250 PLF LIVE LOAD = 500 PLF LIVE LOA = 250 PLF TOV RESPONSE 12DEC07 Qj LEVEL 3 .f� �� LEVEL 3 �� � — LEVEL 3 H H .�� LEVEL 3 TOV RESPONSE 11FE608 Q = 127'-O' SEI IC = 1900 PLF SEISMIC = 1400 PLF SEISMIC = 1400 PLF = 127'-O' SEISMIC = 1250 PLF SEISMIC = 1750 PLF SE MIC = 1750 PLF = 127'-O' SEISMIC = 1250 PLF SEISMIC = 1250 PLF SEISMIC = 1250 PLF = 127'-O' SEISMIC = 1400 PLF CCD #24 23APR08 Q WIND = 900 PLF WIND = 800 PLF WIND = 800 PLF WIND = 500 PLF WIND = 800 PLF WIND = 700 PLF WIND = 400 PLF WIND = 600 PLF WIND = 400 PLF WIND = 00 PLF SOIL = 600 PLF SOIL = 500 PLF SOIL = 500 PLF SOIL = 500 PLF SOIL = 500 PLF SOIL = 500 PLF SOIL = 1000 PLF SOIL = 1000 PLF SOIL = 1000 PLF SOIL = 00 PLF CONSTRUCTION DOCUMENTS 08AUG08 5'-O' 3'-6' '-O 6'-11 ' 3'- 4 ' 1 '-2' BOUNDARY TOV UPDATE SET 10SEP08 ELEMENT OVERTURN I NG FORCE 3'-8' 3'-6' 2'-8' RE NOTE 8 `� `;� DEAD LOAD `� 0o AEGisrF . . . . . i� i� = 1000 PLF ^ pQ`P'�Q,OY B,q'•• FO DEAD LOAD 1 O PLF DEAD LO D = 1 00 L DEAD LOAD = 1000 PLF LIVE LOAD DEAD LOAD = 1200 PLF DEAD LOAD = 1000 PLF D AD AD = 000 PLF DEAD LOAD = 1000 PLF DEAD LOAD = 1000 PLF DEAD LOA = 1000 PLF 0�•Q� h'iT•� LIVE OAD 10 O LF LIVE LO D = t O L LIVE LOAD = 1000 PLF = 1000 PLF LIVE LOAD = 1200 PLF LIVE LOAD = 1000 PLF IVE L AD = 1 00 PLF LIVE LOAD = 1000 PLF LIVE LOAD = 1000 PLF LIVE LOAD = 1000 PLF c, � �„`� ��, ; • o . • � . ' '�u LEVEL 2 �� LEVEL 2 H H �� LEVEL 2 H H �� LEVEL 2 ,o•. ;��� = 114'-O' SEI IC = 1250 PLF SEISMI = 1250 PLF SEISMIC = 1250 PLF = 114'-O' SEISMIC = 1250 PLF SEISMIC = 1500 PLF SEISMIC = 1500 PLF = 114'-O� SEISMIG = 1250 PLF SEISMIC = 1250 PLF SEISMIC = 1250 PLF = 114'-O' SEISMIC = 1400 PLF 9�F ' • • • • ' ' � �c.� WIND = q00 PLF WIND = 800 PLF WIND = 800 PLF WIND = 500 PLF WIND = 800 PLF WIND = 700 PLF WIND = 400 PLF WIND = 600 PLF WIND = 400 PLF WIND = 00 PLF SSIONP�- d'�.. �D . O � SOIL = 1450 PLF SOIL = 1000 PLF SOIL = 1000 PLF SOIL = 1000 PLF SOIL = 1000 PLF SOIL = 1000 PLF SOIL = 1500 PLF SOIL = 1500 PLF SOIL = 1500 PLF SOIL = 00 PLF . - 5'-O' 3'-6' '-O 2'-8' 3'-4' 1 '-4 3'-8' 3'-6' 2'-8' `� DEAD LOAD m `� �` = 800 PLF � � DEAD OAD 3 O PLF DEAD LOAD = 3200 PLF DEAD LOAD = 3200 PLF LIVE LOAD DEAD LOAD = 2300 PLF DEA L AD 00 PLF AD OAD = 00 PLF DEAD LOAD = 1000 PLF DEAD LOAD = 800 PLF DEAD LOA = 800 PLF LIVE OAD 20 O LF LIVE LOAD = 2100 PLF LIVE LOAD = 2100 PLF = 500 PLF LIVE LOAD = 1300 PLF LIVE L D 1 LF IVE L AD = O LF LIVE LOAD = 1000 PLF LIVE LOAD = 500 PLF LIVE LOA = 500 PLF LEVEL 1 .�� �� LEVEL 1 ��. �� LEVEL 1 H H �� LEVEL 1 V = 100'-O' SEI IC = 1250 PLF SEISMIC = 1250 PLF SEISMIG = 1250 PLF = 100'-O' SEISMIG = 1250 PLF SEISMIG = 1500 PLF SE MIC = 1750 PLF = 100'-O' SEISMIC = 1250 PLF SEISMIC = 1250 PLF SEISMIC = 1250 PLF = 100'-O' SEISMIC = 1400 PLF J WIND = 900 PLF WIND = 800 PLF WIND = 800 PLF WIND = 500 PLF WIND = 800 PLF D = O LF WIND = 400 PLF WIND = 600 PLF WIND = 400 PLF WIND = 00 PLF J SOIL = 1500 PLF SOIL = 1500 PLF SOIL = 1500 PLF SOIL = 1500 PLF SOIL = 1500 PLF SOIL = 1500 PL SOIL = 1500 PLF SOIL = 1500 PLF SOIL = 1500 PLF SOIL = 00 PLF � 0 � ti � • � � W 0 � Z 00 � C� � O p - O � � � OQ � Q Q � �c J WO w^ 5'-O' 3'-6' '-O 5'-11 ' 3'-4 ' 2'-2' 3'-8' 3'-6' 2'-8' � J 1••�— o � a ~ U � Cn v� Q � � wJ � m m �*► Q - r r TOPPING SLAB TOPPING SLAB r TOPPING SLAB TOPPING SLAB � � � - RE' ARCH RE� ARCH RE• ARCN RE• ARCH � r _ T.O. MAT T.O. MAT T.O MAT T.O, MAT J FOUNDAT I ON FOUNDAT I ON FOUNDAT I ON FOUNDAT I ON O E= PLAN RE� PL N RE• PLA RE• PLAN H H F� H H H H H H H H H � n , _ ,o = _,r..� . , P t^ "_ �� !� � r r� F�� � � F � 3 �.i � ( d ,., � � � ' - - .,� � r � . , _ , ANTS � NTS � NTS D NTS � � � � ¢ CO � E WALL ELEVATIQNS Q � � g �� o NOTES: CORE WA�L- L o� 1 1 . SUPERIMPOSED GRAVITY LOADS ARE SHOWN ON WALL ELEVATIONS AS DEAD. LIVE AND SNOW LOADS ELEVATI4NS � .o�, 2. SUPERIMPOSED GRAVITY LOADS SHOWN DO NOT INCLUDE TNE DEAD WEIGHT OF THE CORE WALLS M 3. SUPERIMPOSED GRAVITY LOADS INGLUDE ALL STEEL BEAM AND PRECAST FRAMING MEMBERS REAGTIONS SI-IOWN ON THE FRAMING PLANS. �� 4. STEEL BEAM EMBED PLATE CONNEGTIONS ARE TO BE DESIGNED FOR THE CONNEGTION CAPACITIES SNOWN IN THE STEEL BEAM GONNECTION °O SCNEDULE SNONE ON S1 .00A. � �t y ° 5. RE� PLANS FOR LOCATIONS WITH HORIZONTAL DRAG BEAM FORCES. BEAM CONNECTION EMBED PLATES ARE TO BE DESIGNED FOR THE SHOWN o HORIZONTAL LOADS AND THE STEEL BEAM CONNECTION SGI-IEDULE 51-�EAR GAPAGITIES. PLOTTED MAR o , 6. GORE WALL LOADS ARE SHOWN ON WALL ELEVATIONS AS SEISMIC, WIND AND SOIL LOADS. �w 7. ALL GRAVITY AND LATERAL LOADS SHOWN ARE UNFACTORED SERVICE LOADS. CHK'D BY JRB w 8. BOUNDARY ELEMENT OVERTURNING FORCES ARE TO BE DETERMINED BY THE PRECAST SUPPLIER BASED ON TNE APPLIED SUPERIMPOSED LOADS oPROV I DED. COPYRIGHT � 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � 9. VERTIGAL OR HORIZONTAL PANEL JOINTS ARE NOT SHOWN AND ARE TO BE PROVIDED AT THE PEROGATIVE OF THE PRECAST SUPPLIER. 2 3 4 SHEETNUMBER 0 10. ALL PANEL TO PANEL AND PANEL TO FOUNDATION CONNECTIONS ARE TO BE DESIGNED AND PROVIDED BY PRECAST SUPPLIER. Q Q it . ALL LATERAL LOADS ARE TO BE GONSIDERED AS t CONDITIONS. 1 > 0 12 PRECAST SUPPLIER IS TO GOORIDINATE WITN ELEVATOR SUPPLIER FOR ADDITIONAL LOADING REC�UIREMENTS ( IF ANY) BASED ON FINAL 5 ' � _ ELE A O MITTAL. 1 0 � � D . P .A. PROJECT # 06232 . 00 � SCI PROJECT # 04- 187 N � O � U i � _ _ _ _ _ - _ ' _ _ _ _ _ _ BOXED NOTES ��� � . INDICATE 'rJ 7 KO N O ( � J N K TYPIGAL NOTES � � � ._5' � 7 23'-10' � il '-5' ~� 23'-10' .,� � _ � � � � � � , � � DEAD LOAD 500 PLF DEAD LOAD 500 PLF DEAD LOAD 500 PLF DEAD LOAD 500 PLF , SNOW LOAD = 2000 PLF # F SNOW 1..0AD = 2000 PLF , , SNOW LOAD = 2000 PLF , , SNOW LOAD = 2000 PLF , . a . . _ . RE 3-D MODEL � � � RE 3-D MODEL . . RE 3-D MODEL � — RE 3-D MODEL � ■ — � , A1 C 1 1 � l. l.S FOR TOP OF WALL SEISMIC = 250 PLF FOR TOP OF WALL SEISMIC = 250 PLF FOR TOP OF WALL SEISMIC = 250 PLF FOR TOP OF WALL SEISMIC = 250 PLF � � WSOIL =50 PLFF � SOIL =50 PLFF � WSOIL =50 PLFF � SOIL =50 PLFF � 1 '- 4' 3'-4" 19'-2' 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 ;n 0225 MAIN STREET UNIT C101 ' EDWARDS , COLORADO 81632 DEAD LOAD = 1000 PLF DEAD LOAD = 1000 PLF DEAD LOAD = 1000 PLF r DEAD LOAD = 1000 PLF 970 926 8960 F 970 926 8961 LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF LEVEL 7 � � LEVEL 7 � _ LEVEL 7 � � LEVEL 7 � � - = 173 -0' SEISMIG = 900 PLF = 173 -0' SEISMIC = 900 PLF = 173'-O' SEISMIG = 900 PLF = 173'-O' SEISMIC = 900 PLF WIND = 350 PLF WIND = 350 PLF WIND = 350 PLF WIND = 350 PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF 19'-2' 3'- 4' 1 '-4 ' 1 '- 4' 3'-4' 19'-2' . . m � � � DEAD LOAD = 1000 PLF DEAD LOAD = 1000 PLF ^ DEAD LOAD = 1000 PLF r DEAD LOAD = 1000 PLF '�� LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF Structural ' LEVEL 6 �� LEVEL 6 �� LEVEL 6 �� LEVEL 6 _--_ C o n s u I t a n t s I' = 161 '-1 ' SEISMIG = 900 PLF = 161 '-1' SEISMIC = 900 PLF = 161 '-1 ' SEISMIC = 900 PLF = 161 '-1 ' SEISMIC = 900 PLF I n c o r p o r a t e d WIND = 350 PLF WIND = 350 PLF WIND = 350 PLF WIND = 350 PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF 3400 E Bayaud Avenue #300 19'-2' 3 - 4 ' 1 -4 ' 1 '-4' 3'-4 ' 19 -2' Denver, Colorado 80209 ( 303) 399 - 5154, FAX (303) 333 - 9501 Email InfoC�sci — denver com SCI Joh Num6Pr 04- 187 ISSUE/REVISION DATE NO CD PERMIT SET 01 OCT07 in in � - � DEAD LOAD = 1000 PLF DEAD LOAD = 1000 PLF r DEAD LOAD = 1000 PLF ^ DEAD LOAD = 1000 PLF STRUCTURAL CDS 01 NOV07 . LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF Q TOV RESPONSE 12DEC07 � . � LEVEL 5 � � LEVEL 5 . � LEVEL 5 � . LEVEL 5 � . TOV RESPONSE 11FEB08 Q = 150'-O' SEISMIC = GOO PLF = 150'-O' SEISMIG = 900 PLF = 150'-O' SEISMIC = 900 PLF = 150'-O' SEISMIC = 900 PLF WIND = 300 PLF WIND = 300 PLF WiND = 300 PLF WIND = 300 PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF 19'-2' 3'- 4 ' i '- 4' 1 '- 4' 3'-4 ' 19'-2' . . � � � � DEAD LOAD = 1000 PLF DEAD LOAD = 1000 PLF ^ DEAD LOAD = 1000 PLF ^ DEAD LOAD = 1000 PLF LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF } LEVEL 4 � _ LEVEL 4 . � LEVEL 4 � � LEVEL 4 �� , .� �Q'��• �;E ��sTF�' = 138'-6' SEISMIC = 900 PLF = 138'-6' SEISMIC = 900 PLF = 138'-6' SEISMIC = GOO PLF = 138'-6' SEISMIC = 900 PLF %�,� •' Q� ''• '�F i WIND = 300 PLF WIND = 300 PLF WIND = 300 PLF WIND = 300 PLF ��O �?�•. 0�� SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF i� C %' ; / BOUNDARY BOUNDARY BOUNDARY BOUNDARY �� : � ��WC� ; ELEMENT 18'-11 ' ' 3'- 4 ' 1 '-7' ELEMENT ELEMENT 1 '- 4' 3'-4 " 19'-2' ELEMENT �i; � � � OVERTURNING OVERTURNING OVERTURNING OVERTURNING ��� ° � ��,� } � �°e�aeeesa�e FORCE FORCE FORCE FORCE 1� � e" �� � 2 � RE NOTE 8 RE NOTE 8 RE NOTE 8 RE NOTE 8 ,�"��S�Oh ,"J. ��a� $ - 06 ^ -�..�-'" in in � � DEAD LOAD = 1000 PLF DEAD LOAD = 33�0 PLF ^ DEAD LOAD = 1000 PLF r DEAD LOAD = 3000 PLF LIVE LOAD = 500 PLF LIVE LOAD = 1000 PLF LIVE LOAD = 500 PLF LIVE LOAD = 1000 PLF LEVEL 3 � � LEVEL 3 . . LEVEL 3 �� LEVEL 3 . . = 127 -0 SEISMIC = 900 PLF = 127'-O' SEISMIC = 900 PLF = 127 -0 = 127'-O' SEISMIC = 900 PLF WIND = 300 PLF WIND = 300 PLF SEISMIG = 900 PLF WIND = 300 PLF SOIL = 400 PLF SOIL = 700 PLF WIND = 300 PLF Q SOIL = 700 PLF SOIL = 2150 PLF � 1 '-4' 3'-4 ' 19'-2' 18'-11 ' 3'- 4' 1 '-7 Q 1 U J � . W � ��' � � ti � DEAD LOAD = 1000 PLF DEAD LOAD = 1000 PLF r ^ DEAD LOAD = 1000 PLF ' ^ � LIVE LOAD = 1000 PLF LIVE LOAD = 1000 PLF LIVE LOAD = 1000 PLF � ^ • NO APPLIED GRAVITY �l, ` 012 LATERAL LOAD Q � � LEVEL 2 �� LEVEL 2 �� LEVEL 2 �� LEVEL 2 �� M = 114'-O' SEISMIC = 900 PLF = 114'-O' SEISMIC = 900 PLF = 114'-O' = 114 '-O' SEISMIC = 900 PLF � �� � WIND = 300 PLF WIND = 300 PLF WIND = 300 PLF � O O SOIL = 800 PLF SOIL = 1400 PLF SOIL = 1400 PLF � � � oo � oQ � 19'-1 ' 3'- 4' i '-5' � Q � � J w0 W � J � O O O _ � �j U � �, Q � J DEAD LOAD = 3200 PLF DEAD LOAD = 3500 PLF r DEAD LOAD = 2000 PLF DEAD LOAD = 2300 PLF W � � LIVE LOAD = 2100 PLF LIVE LOAD = 2500 PLF LIVE LOAD = 2000 PLF LIVE LOAD = 1500 PLF � � � � I LEVEL 1 � � LEVEL 1 �� LEVEL 1 � � LEVEL 1 � � � � � = 100'-O' SEISMIC = 900 PLF = 100'-O' SEISMIG = 900 PLF = 100'-O' SEISMIC = 900 PLF = 100'-O' SEISMIC = 900 PLF r WIND = 300 PLF WIND = 300 PLF WIND = 300 PLF WIND = 300 PLF � SOIL = 1200 PLF SOIL = 1500 PLF SOIL = 1200 PLF SOIL = 1500 PLF O VJ 1 ► � �i' � � ��VcD �Y MAR 2 � 20�'� r-a• s�-e• ia�-� o• SAFEbuiit Colorado � . CORE WALL '" TOPPING SLAB � RE ARGN � ELEVATIONS „r T O MAT T O MAT T O MAT T.O MAT FOUNDAT I ON RE PLAN FOUNDATION FOUNDATION FOUNDATION E PLAN E PLAN E PLAN � � � � H H ` � � PLOTTED MAR � � CHK' D BY JRB � f � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 2 3 4 SHEET NUMBER NTS NTS NTS NTS ( � OTES � OTES � OTES D OTES � 1 RE 53 00 FOR CORE WALL ELEVATIONS NOTES 1 RE S3 00 FOR CORE WALL ELEVATIONS NOTES 1 RE S3 00 FOR CORE WALL ELEVATIONS NOTES 1 RE S3 00 FOR CORE WALL ELEVATIONS NOTES � 5 D P A PROJECT # 06232 00 SCI PROJECT # 04- 187 i � ND CATEOTES �) 27 Z_ 13 20 -5' O 13 II O 20 -5' -- ( TYPICAL NOTES 2� 2� � DEAD LOAD = 500 PLF DEAD LOAD = 500 PLF DEAD LOAD = 500 PLF I DEAD LOAD = 500 PLF SNOW LOAD = 2000 PLF SNOW LOAD = 2000 PLF SNOW LOAD = 2000 PLF ` SNOW LOAD = 2000 PLF .. � 3 E ! 7 3 RE 3-D MODEL . . � RE 3-D MODEL � � . RE 3-D MODEL � � . RE 3-D MODEL � . . FOR TOP OF WALL SEISMIC = 250 PLF FOR TOP OF WALL SEISMIC = 250 PLF FOR TOP OF WALL SEISMIC = 250 PLF FOR TOP OF WALL SEISMIC = 250 PLF " WIND = 500 PLF WIND = 500 PLF WIND = 500 PLF WIND = 500 PLF � SOIL = O PLF � SOIL = O PLF � SOIL = O PLF � SOIL = O PLF • � , A �CI 1 � l. l.S � 3 -5' 3'-6' S -4' 3'-6' 5'-5' 4'-O' 2 -O- 4 '-03/a 3 - 4' 19'-95/8 4'-4Yz 3'- 4 ' 12'-8Yz . � 2301 BLAKE ST , STE #100 ;� ;� m ;� in DENVER, COLORADO 80205 ' ' ' ' � 303 861 8555 F 303 861 3027 � r DEAD OAD = O PLF ^ DEAD LOAD = 500 PLF � DEAD LOAD = 1000 PLF � DE D LOAD = 1000 PLF LIVE A = 00 PLF SNOW LOAD = 250 PLF LIVE LOAD = 500 PLF L VE LOAD = O PLF 0225 MAIN STREET UNIT C101 EDWARDS , COLORADO 81632 970 926 8960 F 970 926 8961 LEVEL 8 �� LEVEL 8 � �� LEVEL 8 �� LEVEL 8 �� = 184'-6' SEISMIG = 750 PLF = 184'-6' SEISMIC = 750 PLF = 184'-6' SEISMIC = 750 PLF = 184'-6' SEISMIC = 750 PLF WIND = 400 PLF WIND = 400 PLF WIND = 400 PLF WIND = 400 PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF 3'-5' 3'-6' 5'- 4' 3'-6' 5'-5' 4 '-O' 2'-O' 6'-O' 3'- 4 ' 17'-10' 4'-6' 3'- 4' 12'-7' in in in in in � � � � � r r DEAD OAD = 00 PLF r DEAD LOAD = 500 PLF � DEAD LOAD = 1000 PLF � DE LOAD = 1000 PLF LIVE A = 00 PLF SNOW LOAD = 250 PLF LIVE LOAD = 500 PLF LI E LOAD = O PLF I LEVEL 7 �� LEVEL 7 �� LEVEL 7 � � LEVEL 7 � — �I = 173'-O' SEISMIG = 750 PLF = 173'-O' SEISMIC = 750 PLF = 173'-O' SEISMIC = 750 PLF = 173'-O' SEISMIC = 750 PLF S t r u c t u r a I i WIND = 400 PLF WIND = 400 PLF WIND = 400 PLF WIND = 400 PLF C o n s u I t a n t s SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF ' 3'-5' 3'-6' S'-4' 3'- 6' S'-5' 4'-O' 2'-O' 6'-O' 3'- 4' 17'- 10' 4 '-6' 3'-4' 12�-�- I n c o r p o r a t e d 3400 E Bayaud Avenue #300 � Denver, Colorado 80209 ( 303) 399 - 5154, FAX ( 303) 333- 9501 Email InfoC�sci — denver com SCI Job Numbor 04 - 18 � � � � � � ISSUE/REVISION DATE NO � � � � � ^ r DEAD OAD = 00 PLF ^ DEAD LOAD = 500 PLF � DEAD LOAD = 1000 PLF ^ DE LOAD = 1000 PLF CD PERMIT SET 01 OCT07 LIVE A = 00 PLF SNOW LOAD = 250 PLF LIVE LOAD = 500 PLF LI LOAD = 500 PLF STRUCTURAL CDS 01 NOV07 � LEVEL 6 � � LEVEL 6 � � LEVEL 6 � — LEVEL 6 � ► TOV RESPONSE 12DEC07 Q = 161 '-i ' SEISMIC = 750 PLF = 161 '-1 ' SEISMIC = 750 PLF = 161 '-1 ' SEISMIC = 750 PLF = 161 '-1 ' SEISMIC = 750 PLF � '� WIND = 400 PLF WIND = 400 PLF WIND = 400 PLF WIND = 400 PLF Q , � SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF TOV RESPONSE 11FEB08 2 3 -5' 3 -6' 5 - 4' 3'-6' 5'-5' 4'-O' 2'-O' 6 -O' 3'- 4' 17'-1 O' 4 -6' 3'- 4' 12 -7' , i*1 ih in ih ih � � � � � � r DEAD OAD = 00 PLF r DEAD LOAD = 500 PLF r DEAD LOAD = 1000 PLF � DE LOAD = 1000 PLF LIVE A = 00 PLF SNOW LOAD = 250 PLF LIVE LOAD = 500 PLF LI LOAD = 500 PLF LEVEL 5 ��. LEVEL 5 � �� LEVEL 5 .�� LEVEL 5 �� = 150'-O' SEISMIC = 750 PLF = 150'-O' SEISMIC = 750 PLF = 150'-O' SEISMIG = 750 PLF = 150'-O' SEISMIC = 750 PLF WIND = 400 PLF WIND = 400 PLF WIND = 400 PLF WIND = 400 PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF �: ��.�� R�G�SI 3'-5' 3'-6' 5'- 4' 3'-6' 5'-11 ' 4'-O' 1 '-b' 5'-bYa 3'- 4' 18�- 33I4 4'-8Y' 3'- 4 ' 12'- 4Yi �'� 0� •• • • . F� ;�o`�: -�y'•:F �, %� : . � � ��� � � 7� s ; r ' �,t oo . ,p : 4�� e , �� � roa• s� \ r"�ss�OF�' A1. �.�aG- 2— �'f - 08 ' �a �-�-�_ �n �n � � m � � � � � ^ ^ DEAD OAD = O� PLF ^ DEAD LOAD = 500 PLF ^ DEAD LOAD = 1000 PLF � EA LOAD = 1000 PLF LIVE A = 00 PLF SNOW LOAD = 250 PLF LIVE LOAD = 500 PLF IV LOAD = 500 PLF LEVEL 4 � � LEVEL 4 � . LEVEL 4 .. � LEVEL 4 � — = 138'-6' SEISMIC = 1000 PLF = 138'-6' SEISMIC = 1000 PLF = 138'-b' SEISMIC = 1000 PLF = 138'-6' SEISMIC = 1000 PLF WIND = 600 PLF WIND = 600 PLF WIND = 600 PLF WIND = 600 PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF 3'-5' 3'-b' S'- 4' 3'-6' S'-11 ' 4'-O' 1 '-6' BOUNDARY BOUNDARY � �_6• 3._4 • 22�_4- 4�-43�4 3'- 4' 12'-8ya ELEMENT ELEMENT OVERTURNING OVERTURNING F012CE FORGE RE NOTE 8 RE NOTE 8 �, � �, � � v , , , � � r r DEAD L AD = 50 PLF r DEAD LOAD = 500 PLF r DEAD LOAD = 4000 PLF r DE D LOAD = 1000 PLF � LIVE L AD = 3 O PLF SNOW LOAD = 250 PLF LIVE LOAD = 1500 PLF LI E LOAD = 500 PLF � W � LEVEL 3 � . LEVEL 3 � . . LEVEL 3 � . LEVEL 3 � — \ � � = 127'-O' SEISMIC = 1250 PLF = 127'-O' SEISMIC = 1250 PLF = 127'-O' SEISMIC = 1250 PLF = 127'-O' SEISMIC = 1250 PLF � � � WIND = 600 PLF WIND = 600 PLF WIND = 600 PLF WIND = 600 PLF � SOIL = 600 PLF SOIL = 1700 PLF SOIL = 1000 PLF SOIL = O PLF � � � BOUNDARY �M . ELEMENT W � OVERTURNING � � O 3'-5' 3'-6' 5'- 4' 3'-6' 5'- 11 ' 4'-O' 1 '-b BOUNDARY 4'-4' 3'- 4' 12'-9' O • FORCE RE NOTE 8 ELEMENT OVERTURNING � � FORCE � O Q ` RE NOTE 8 � � � Q Q � � �, � � � _I w 4 W , � � ' � -1 � r r DEAD L AD = 00 PLF � DEAD LOAD = 3000 PLF r O O O LIVE L AD = 3 O PLF LIVE LOAD = 3000 PLF � NO APPLIED GRAVITY LOAD NO PLIED GRAVITY LOAD C� v , � � LEVEL 2 � . LEVEL 2 � � LEVEL 2 . . LEVEL 2 ■ — � ^ = 114'-O' SEISMIC = 1250 PLF = 114 -O' = 114 -O' SEISMIG = 1250 PLF = 114 '-O' ^ LL� WIND = 600 PLF WIND = 600 PLF � � � SOIL = 1200 PLF SOIL = 1200 PLF � � > 1..1� � � 3'-5' 3'-6' 5'- 4' 3'-6' 5'-il ' 4'-O' 1 '-b' 4'- 4' 3'- 4 ' 12'-9' � O VJ RE°�i ( ���� � D BY - , DEAD LOAD = 3000 PLF � � m SLOPING SLOPING LIVE LOAD = 3000 PLF SLOPING `;� ^ ^ DEAD L AD = 50 PLF ^ RAMP RAMP Rq►vip i� O PLIED GRAVITY LOAD P�AR 2 � 2GQ� LIVE L AD = 3 O PLF RE PLAN RE PLAN �� RAMPING RE PLAN SEISMI = 125 P F WIND = 600 PLF SOIL = 2500 PLF NO APPLIED GRAVITY LOAD 150K 150K � S w�IC 600 PLF F � LEVEL 1 �� DRAG LOAD LEVEL 1 LEVEL 1 �_ DRAG LOAD RE PLAN NO PLIED GRAVITY LOAD SAFEbuilt Colorado SOIL = 1200 PLF = 100'-O' SEISMIG = 1250 PLF SEISMIG = 1250 PLF = 100'-O' = 100'-O' WIND = 600 PLF LEVEL 1 WIND = 600 PLF SOIL = 1 00 PLF SOIL = 2500 PLF = 100'-O' 3'-5' 3'-6' S'-4' 3'-6' 5'-10' 4'-O' 1 '-7' DEAD LOAD = 3000 PLF SLOPING LIVE LOAD = 3000 PLF SLOPING RAMP RAMP NO APPLIED�=VITY LOAD RE PLAN RE PLAN SEISMIC = 1250 PLF CORE WALL WIND = 600 PLF � SOIL = 2500 PLF ELEVATIONS SE ISMI�� SLOP I NG w�ND _ - 125p PLF RAMP TOPPING SLAB � � � � SLOPING NO APPLIED GRAVITY LOAD S��L ° 1200 PLF RE PLAN RE ARGI-I � � ' TOPPING SLAB RAMP �� TOPPING SLAB TOPPING SLAB T O MAT '� '� ^ RE ARCN RE PLAN SEISMIG = 1250 PLF RE ARCI-I RE ARCI-I FOUNDATION WIND = 600 PLF RE PLAN � T O MAT SOIL = 2500 PLF T O MAT T O MAT �� ' FOUNDATION REUP�LAN �N FOUNDATION � RE PLAN RE PLAN PLOTTED MAR � H H 3 �► � CHK'D BY JRB + � # � 3 � � 3 � � � 3 COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � � � � 2 3 4 SHEET NUMBER NTS NTS NTS NTS ( • ' OTES � OTES � OTES D OTES � � 1 RE S3 00 FOR CORE WALL ELEVATIONS NOTES i RE S3 00 FOR CORE WALL ELEVATIONS NOTES 1 RE S3 00 FOR CORE WALL ELEVATIONS NOTES 1 RE 53 00 FOR CORE WALL ELEVATIONS NOTES � 5 D P A PROJECT # 06232 00 SCI PROJECT # 04- 187 ` � BOXED NOTES �7 � � �9 �7 O 1 . I ND I CATE 2�•_2- 20'-5' 27'-2' 20'-5' ' � TYPICAL NOTES DEAD LOAD = 500 PLF DEAD LOAD = 500 PLF DEAD LOAD = 500 PLF DEAD LOAD = 500 PLF SNOW LOAD = 2000 PLF SNOW LOAD = 2000 PLF SNOW LOAD = 2000 PLF SNOW LOAD = 2000 PLF N� j � 3 E E F f . RE 3-D MODEL � � � � RE 3-D MODEL � . RE 3-D MODEL � �� � RE 3-D MODEL � . � FOR TOP OF WALL SEISMIC = 250 PLF FOR TOP OF WALL SEISMIC = 250 PLF FOR TOP OF WALL SEISMIC = 250 PLF FOR TOP OF WALL SEISMIC = 250 PLF WIND = 500 PLF WIND = 500 PLF WIND = 500 PLF WIND = 500 PLF • , A1 CI 1 � l. l.S Qj SOIL = O PLF Qj SOIL = O PLF Q SOIL = O PLF Q SOIL = O PLF � t 2 -O' 4'-O' S'-5' 3 -6' 5'- 4' 3 -6' 3 -5' 12'-6Y2 3'- 4 " 4 '-6Yz u 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 c� n1 in in 303 861 8555 F 303 861 3027 � � � � � � DEA LO = 1 PLF � DEAD LOAD = 500 LF r DEAD LOAD = 1000 PLF DEAD LOAD = 1000 PLF 0225 MAIN STREET UNIT C101 LIV L AD = 5 O PLF SNOW LOAD = 250 LF LIVE LOAD = 500 PLF LIVE LOAD = O PLF � EDWARDS , COLORADO 81632 970 926 8960 F 970 926 8961 LEVEL 8 � � LEVEL 8 �� LEVEL 8 �� LEVEL 8 �� li = 184'-6' SEISMIG = 650 PLF = 184'-6' SEISMIC = 650 PLF = 184'-6' SEISMIC = 650 PLF = 184 -6' SEISMIG = 650 PLF WIND = 400 PLF WIND = 400 PLF WIND = 400 PLF WIND = 400 PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF 2'-O' 4 '-O' 5'-5' 3'-6' 5'- 4 ' 3'-6' 3'-5' 12 -�'s 3'- 4' 4 -�'z 17'-10' 3'- 4' 6'-O' I . . . . m c� rn m in � � � � � r � DEA LO = 1 O PLF r DEAD LOAD = 500 LF ^ DEAD LOAD = 1000 PLF r DEAD LOAD = 1000 PLF LIV L AD = 5 O PLF SNOW LOAD = 250 LF LIVE LOAD = 500 PLF LIVE LOAD = O PLF I i LEVEL 7 � � LEVEL 7 � � LEVEL 7 � � LEVEL 7 �—► S t r u c t u r a I = 173'-O' SEISMIG = 650 PLF = 173'-O' SEISMIC = 650 PLF = 173'-O' SEISMIC = 650 PLF = 173'-O' SEISMIC = 650 PLF il WSOIL =40 PLFF WSOIL =40 PLFF SOIL =40 PLFF WSOIL =40 PLFF Consul tan ts ' 2'-O' 4 '-O' S'-5' 3'-6' 5'- 4' 3'-6' 3'-5' 12 -`ll'z 3'-2' 4'-�'2 17'-10' 3'- 4' 6'-O� I n c o r p o r a t e d 3400 E Bayaud Avenue #300 Denver, Colorado 80209 ( 303) 399 - 5154, FAX ( 303) 333- 9501 Email InfoOsci – denver com CCI Jvb Numbcr 04 107 . . . . ISSUE/REVISION DATE NO � M rn m in � � � � � ^ r DEA LO = 1 O PLF � DEAD LOAD = 500 LF ^ DEAD LOAD = 1000 PLF r DEAD LOAD = 1000 PLF CD PERMIT SET 010CT07 LIV L AD = 5 O PLF SNOW LOAD = 250 LF LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF STRUCTURAL CDS 01 NOV07 . LEVEL 6 �� LEVEL 6 �� LEVEL 6 �� LEVEL 6 �� TOV RESPONSE 12DEC07 Q = 161 '-1 ' SEISMIC = 650 PLF = 161 '-1 ' SEISMIC = 650 PLF = 161 '-1 ' SEISMIG = 650 PLF = 161 '-1 ' SEISMIC = 650 PLF � � WIND = 400 PLF WIND = 400 PLF WIND = 400 PLF WIND = 400 PLF TOV RESPONSE 11FE608 Q SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF 2'-O' 4 '-O' S'-5' 3'-6' S'- 4' 3'-6' 3'-5' 12'-10' 3'- 4 ' 4 '- 3' 17'-10' 3'- 4' 6'-O' ih i*1 in in in � � � � � r r DEA LO = 1 O PLF r DEAD LOAD = 500 LF ^ DEAD LOAD = 1000 PLF ^ DEAD LOAD = 1000 PLF LIV L AD = 5 O PLF SNOW LOAD = 250 LF LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF LEVEL 5 �� LEVEL 5 �� LEVEL 5 �� LEVEL 5 �� = 150'-O' SEISMIG = 650 PLF = 150'-O' SEISMIC = 650 PLF = 150'-O' SEISMIC = 650 PLF = 150'-O' SEISMIC = 650 PLF � � WIND = 400 PLF WIND = 400 PLF WIND = 400 PLF WIND = 400 PLF �Q RE �/s SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF ��p�Q;. • • ,TF,p . . . . o . y •�,��;Fo �� 1 '-6' 4'-O' 5'- 11 ' 3'-6' 5'- 4' 3'-6' 3'-5' 12'- 4Yz 3'- 4 ' 4'- 8�' 18�- 33I4 3'-4' 5'-6Ya ;�C'; •� � � � � � • �p � v .i� � � ' 'll a � � � � (�� ���� �i����/ �� ��'�•,S'S'/�� ����,�����''' ��_ $ YJ$ � `F� an ^ � in in in in ih � � � � � ^ ^ DEA LO = 1 O PLF ^ DEAD LOAD = 500 PLF � DEAD LOAD = 1000 PLF � DEAD LOAD = 1000 PLF LIV L AD = 5 O PLF SNOW LOAD = 250 PL LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF LEVEL 4 � _ LEVEL 4 �� LEVEL 4 ��� LEVEL 4 � _ = 138'-6' SEISMIG = 1250 PLF = 138'-6' SEISMIC = 1650 PLF = 138'-6' SEISMIC = 1250 PLF = 138'-6' SEISMIG = 1650 PLF WIND = 600 PLF WIND = 800 PLF WIND = 600 PLF WIND = 800 PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF BOUNDARY BOUNDARY I '-6' 4'-O' 5'-11 ' 3'-6' 5'- 4' 3'-6' 3'-5' ELEMENT 12'-8Ya 3'-4 ' 4�- 43�4 ELEMENT 18'-5' 3'- 4 ' 5'-5' OVERTURNING OVERTURNING FORCE FORCE RE• NOTE RE NOTE �, �, m m �, U � � � � � � ^ ^ DEA LO D = 4 00 PLF � DEAD LOAD = 500 LF ^ DEAD LOAD = 4000 PLF ^ DEAD LOAD = 1000 PLF LIVE LO D 3 O PLF SNOW LOAD = 250 LF LIVE LOAD = 1500 PLF LIVE LOAD = 500 PLF � W M� LEVEL 3 . _ LEVEL 3 . _ LEVEL 3 �� LEVEL 3 � _ > �, ^ �-+- = 127'-O' SEISMIC = 1250 PLF = 127'-O' SEISMIC = 1650 PLF = 127'-O' SEISMIC = 1250 PLF = 127'-O' SEISMIC = 1650 PLF — V� w . WIND = 600 PLF WIND = 800 PLF WIND = 600 PLF WIND = 800 PLF n� Z SOIL = 1000 PLF SOIL = 1000 PLF SOIL = 1000 PLF SOIL = 1500 PLF �--i- �L� � � � BOUNDARY BOUNDARY � � ELEMENT ELEMENT ` O O - OVERTURNING OVERTURNING � 1 '-6' 4'-O' 5'-11 ' 3'-6' 5'- 4 ' 3'-6' 3'-5' 12'-9' 3'- 4' 4'- 4 ' FORCE FORCE � RE NOTE RE NOTE � O Q � � Q � � Q Q � � W J O W m 'rn cn �n � J ^ � � � � r r DEA LO D = 3 00 PLF r r '��L LIVE LO D 3 O PLF �— O O DEAD LOAD = 3000 PLF � � V L.L _ NO APPLIED GRAVITY AD LIVE LOAD = 3000 PLF NO APPLIED GRAVITY LOAD � ^ LEVEL 2 �� LEVEL 2 ��. LEVEL 2 ,. � LEVEL 2 �� .. LJ.� = 114'-O' SEISMIC = 1250 PLF = 114'-O' = 114'-O' = 114'-O' � J WIND = 600 PLF SOIL = 1000 PLF � � > 1..1� DEAD LOAD = 3000 PLF � � LIVE LOAD = 3000 PLF �� J 1 '-6' 4'-O' 5'-11 ' 3'-6' 5'- 4 ' 3'-b' 3'-5' 12'-9' 3'- 4 ' 4'- 4 ' O SLOPING RAMP NO APPLIED�=VITY LOAD 135K rn SLOPING RE PLAN - - SLOPING SEISMIC = 1650 PLF DRAG LOAD � ♦ NO APPLIED GRAVITY OAD RAMP p� ND - 500 PLF � C �Vii�►� V � D � 1 RAMP . _ SE�IS DIC 600 PLF F � � RE PLAN SEISMIC = 1650 P SOIL = 2800 PLF RE• PLAN WIND = 800 PLF SOIL = 2500 PLF m m m m MAR 2 8 2Q0� r r DEA LO D = 4 00 PLF r 135K _ -� LIVE LO D 3 O PLF DRAG LOAD SAFEbuilt Colorado LEVEL 1 �� LEVEL t NO APPLIED�=VITY AD LEVEL 1 .�� LEVEL 1 NO APPLIED GRAVITY LOAD H = 100'-O' SEISMIG = 1250 PLF = 100'-O' = 100'-O' = 100'-O' WIND = 600 PLF DEAD LOAD = 3000 PLF SOIL = 1000 PLF SLOPING LIVE LOAD = 3000 PLF RAMP NO APPLIED GRAVITY LOAD H 1 '-7' 4'-O' 5'-10' 3'-6' 5'- 4 ' 3'-6' 3'-5' RE PLAN SEISMIC = 1650 PLF WIND = 800 PLF SOIL = 2500 PLF Sw o'~ �F CORE WALL 125p p '' RAMP NG NO APPLIED�=VITY LOAD S��L = 1000 LF RqMPNG RE PLAN SEISMIC = 1650 PLF RE PLAN TOPPING SLAB ELEVATIONS WIND = 800 PLF RE ARGN ,�, � � � T O MAT FOUNDATION i� i� i� TOPPING SLAB TOPPING SLAB TOPPING SLAB RE PLAN RE ARCN RE ARCN RE ARCN H ` T O MAT T O MAT FOUNDATION FOUNDATION T O MAT PLOTTED MAR E PLAN E PLAN FOUNDATION � H H H L CHK'D BY JRB � � � I 3 E s E f COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � � 2 3 4 SHEET NUMBER I � C NTS NTS NTS NTS A OTES � OTES � OTES D OTES 5 ■ i RE 53 00 FOR GORE WALL ELEVATIONS NOTES 1 RE S3 00 FOR CORE WALL ELEVATIONS NOTES i RE S3 00 FOR GORE WALL ELEVATIONS NOTES 1 RE S3 00 FOR CORE WALL ELEVATIONS NOTES � D P A PROJECT # 06232 00 SCI PROJECT # 04- 187 � BOXED NOTES INDICATE • ,� TYPIGAL NOTES _ _ M O •. O O 11 '-5' O � i l '-5' � 23'-1 O' �� 9'-1 ' 2'- 4' 23'-t O' 2'-4' 9'-1 ' . � ' • - � Archit ts DEAD LOAD = 1500 PLF � DEAD LOAD = 1500 PL Qj DEAD LOAD = 1500 PLF EAD LOAD = 1500 PLF � � SNOW LOAD = 2500 PLF SNOW LOAD = 2500 PL SNOW LOAD = 2500 PLF NOW LOAD = 2500 PLF DES I GN ' ` ' ; OUT-OF-PLANE DESIGN OUT-OF-PLANE DESIGN OUT-OF-PLANE WALL FOR DESIGN OUT-OF-PLANE r RE 3-D MODEL � �� WALL FOR APPLIED RE 3-D MODEL � �� ; WALL FOR APPLIED RE 3-D MODEL � �� APPLIED RE 3-D MODEL � �� WALL FOR APPLIED FOR TOP OF WALL SEISMIG = 250 PLF WIND LOAD FOR TOP OF WALL SEISMIG = 250 PLF WIND LOAD FOR TOP OF WALL SEISMIG = 250 PLF WIND LOAD FOR TOP OF WALL SEISMIG = 250 PLF WIND LOAD WIND = 500 PLF = 350 PLF WIND = 500 PLF = 350 PLF WIND = 500 PLF = 350 PLF WIND = 500 PLF = 350 PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF 2301 BLAKE ST , STE #100 , Iq'-2' 3'-4' 1 '-4' 3 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 0225 MAIN STREET UNIT C101 EDWARDS , COLORADO 81632 ' � 970 926 8960 F 970 926 8961 � I 1 � 3 DEAD LOAD = 1200 PLF DEAD LOAD = 1500 PL � DEAD LOAD = 500 PLF � �EAD LOAD = 500 PLF LIVE LOAD = 600 PLF LIVE LOAD = 750 PLF� LIVE LOAD = 250 PLF LIVE LOAD = 250 PLF I � I� LEVEL 7 �� LEVEL 7 �� F LEVEL 7 �� LEVEL 7 � 3 ~► = 173'-O' SEISMIC = 650 PLF = 173'-O' SEISMIC = 650 PLF � = 173'-O' SEISMIG = 650 PLF = 173'-O' 1 SEISMIC = 650 PLF WIND = 300 PLF WIND = 300 PLF = WIND = 300 PLF 3 WIND = 300 PLF SOIL = O PLF SOIL = O PLF � SOIL = O PLF SOIL = O PLF 1 '- 4' 3'- 4' 19'-2' � 19'-2' 3'- 4' 1 '- 4' � a I _ � � �I i 3 � i I �' � Structural '� � ^ DEAD LOAD = 1200 PLF DEAD LOAD = 1500 PL DEAD LOAD = 500 PLF r EAD LOAD = 500 PLF C o n s u I t a n t s I LIVE LOAD = 600 PLF LIVE LOAD = 750 PLF LIVE LOAD = 250 PLF LIVE LOAD = 250 PLF ' I n corpora ted E 3 LEVEL 6 . . LEVEL 6 � . LEVEL 6 . � LEVEL 6 � � 3400 E Bayaud Avenue #300 = 161 '-1 ' SEISMIC = 650 PLF = 161 '-1 ' SEISMIC = 650 PLF = 161 '-i ' SEISMIC = 650 PLF = 161'-1 ' SEISMIC = 650 PLF Denver, Colorado 80209 WIND = 300 PLF WIND = 300 PLF WIND = 300 PLF WIND = 900 PLF (303� 399 - 5154, FAX ( 303) 333 - 9501 SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF Email InfoC�sci — denver com SCI JvU tVurnUC� 04- 1b7 1 - 4' 3 -4' 19 -2' � i9 -z- s - a- i -a• ISSUE/REVISION DATE NO i 3 CD PERMIT SET 01 OCT07 STRUCTURAL CDS 01 NOV07 . � �m TOV RESPONSE 12DEC07 Q � DEAD LOAD = 1200 PLF DEAD LOAD = 1500 PL� DEAD LOAD = 500 PLF ^ EAD LOAD = 500 PLF . ^ � LIVE LOAD = 600 PLF LIVE LOAD = 750 PLF LIVE LOAD = 250 PLF LIVE LOAD = 250 PLF TOV RESPONSE 11FEB08 Q 3 : LEVEL 5 � — LEVEL 5 �� ? LEVEL 5 . � LEVEL 5 � � = 150'-O" S SOIL =30 PLFFF = 150 -0' SwSOIL =30 PLFFF � = 150'-O' SVI N IC 300 PPFF = 150 -0' � SwSOIL =30�PLFFF SOIL = O PLF i 3 t '-4' 3'-4' 19 —2' 19 —2' 3 - 4' 1 - 4' � : � 3 3 � m � � ^ DEAD LOAD = 1200 PLF DEAD LOAD = 1500 PLF DEAD LOAD = 500 PLF ^ EAD LOAD = 500 PLF LIVE LOAD = 600 PLF LIVE LOAD = 750 PLF � LIVE LOAD = 250 PLF LIVE LOAD = 250 PLF �Q {� � �/s � ( Q� • • • � LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 V �� j�'�� -F—► �—► : _—► 3 �► , • ' '• . � • Q�r� ,�J/ ��d �p ��l = 138'-6' SEISMIC = 1250 PLF = 138'-6' SEISMIC = 1650 PLF = 138'-6' SEISMIC = 1250 PLF = 138'-6' SEISMIC = 1650 PLF i� � �; � (�l : ; WIND = 600 PLF WIND = 800 PLF � WIND = 600 PLF WIND = 800 PLF ' , o '�"� : '%� SOIL = O PLF SOIL = O PLF SOIL = O PLF SOIL = O PLF �°, no �:� ' i 1 '-4' 3'- 4' 19'-2' EL�EMENTY EL�EMENTY 19'-2' 3'-4' 1 '- 4' EL�EMENTY EL�EMENTY ��'�crS � e����� w —o S �� � ���eeeas• OVERTURNING OVERTURNING OVERTURNING OVERTURNING ,asl� I� �nL �' 2 $ FORCE FORCE FORCE FORCE �" � °=` � RE NOTE 8 RE NOTE 8 RE NOTE 8 RE NOTE 8 i 3 � . . m m � , � DEAD LOAD = 1500 PLF DEAD LOAD = 1500 PL DEAD LOAD = 500 PLF r EAD LOAD = 3000 PLF LIVE LOAD = 750 PLF LIVE LOAD = 750 PLF LIVE LOAD = 250 PLF LIVE LOAD = 1500 PLF � � LEVEL 3 � � LEVEL 3 � � � LEVEL 3 � . LEVEL 3 � — = 127'-O' SEISMIC = 1250 PLF = 127'-O' SEISMIC = 1650 PLF = 127'-O' SEISMIC = 1250 PLF = 127'-O' SEISMIC = 1650 PLF WIND = 600 PLF WIND = 800 PLF WIND = 600 PLF WIND = 800 PLF SOIL = GOO PLF SOIL = 300 PLF SOIL = 900 PLF SOIL = 900 PLF 6'-1 ' 3'- 4' 2'-O' ; � � 3 U � ' � J a 3 W .. > � � m _ t ' ' ' IJJ DEAD LOAD = 1500 PLF DEAD LOAD 15 L ^ DEAD LOAD = 3000 PLF �EAD LOAD = 3000 PLF � � � � LIVE LOAD = 1500 PLF LIVE LOAD 15 O LIVE LOAD = 1500 PLF IVE LOAD = 3000 PLF Q W � , LEVEL 2 �� LEVEL 2 LEVEL 2 �� LEVEL 2 � � � O H O= 114'-O' SEISMIG = 1250 PLF = 114'-O' SEISMIC = 1650 PLF = 114'-O' SEISMIC = 1250 PLF = 114 -O' SEISM � C = 1650 PLF � WIND = 600 PLF WIND = 800 PLF WIND = 600 PLF WIND = 800 PLF � O Q SOIL = 1000 PLF SOIL = 300 PLF SOIL = 1000 PLF SOIL = 1100 PLF � � � � � 3 19'-2' 3'-4' 1 '-4' � Q Q � � � � O �^ � � I..J... O O O � � � � - C!7 � 3 � �- ` t ^ � ;,, J CI� � � W - DEAD LOAD = 4500 PLF DEAD LOAD = 1000 PL� DEAD LOAD = 1000 PLF ^ EAD LOAD = 3000 PLF � � LIVE LOAD = 3000 PLF LIVE LOAD = 500 PLF LIVE LOAD = 500 PLF IVE LOAD = 3000 PLF r� � � � � LEVEL 1 �� LEVEL 1 � � , LEVEL 1 � � LEVEL 1 _ � � � = 100'-O' SEISMIG = 1250 PLF = 100'-O' SEISMIG = 1650 PLF � = 100'-O' SEISMIC = 1250 PLF = 100 -0' SEISMIC = 1650 PLF WIND = 600 PLF WIND = 800 PLF WIND = 600 PLF WIND = 800 PLF O SOIL = 1200 PLF SOIL = 1000 PLF SOIL = 1200 PLF SOIL = 1400 PLF V ! ; , R ��'� ���� D �Y i MAR 2 � 2��9 SAFEbuilt Colorado } � 3 3 . CORE WALL ' "' ELEVATIONS "� TOPPING SLAB TOPPING SLAB TOPPING SLAB TOPPING SLAB RE ARCN RE ARCI-I RE ARCI-I RE ARCN �� T.O. MAT � T O MAT T O MAT T O MAT FOUNDAT I ON � FOUNDAT I ON FOUNDAT I ON � FOUNDAT I ON E PLAN � E PLAN E PLAN E PLAN H H } H H • PLOTTED MAR . HK' D BY COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 2 3 4 SHEET NUMBER NTS NTS NTS NTS C � OTES � OTES � OTES D OTES 1 RE S3 00 FOR CORE WALL ELEVATIONS NOTES 1 RE 53 00 FOR GORE WALL ELEVATIONS NOTES 1 RE 53 00 FOR CORE WALL ELEVATIONS NOTES 1 RE 53 00 FOR CORE WALL ELEVATIONS NOTES � 5 � � D P A P ROJ ECT # 06232 00 SCI PROJECT # 04- 187 � BOXED NOTES ; INDICATE TYPICAL NOTES � ` � •� J L 8 � J ' 8 p , 8�_, 0- . 13'- 3Ya 3' "' 18'-1 O' 13'- 4 �/8 4 '-11Y8" 3• 13'- 3Ya 4'-11Ya 13'- 4�/8 � � � • ' � QrChlt tS E � F 1 3 � 1 DEAD LOAD = 450 PLF DEAD LOAD = 750 PLF DEAD LOAD = 450 PLF SD OW LOAD = 500 PLF SNOW LOAD = 300 PLF SNOW LOAD = 500 PLF SNOW LOAD = 300 PLF . LEVEL 4 �.� LEVEL 4 � � LEVEL 4 � . LEVEL 4 �� = 138'-6' SEISMIC = 900 PLF = 138'- 6' � SEISMIC = 900 PLF � = 138'-6' SEISMIC = 900 PLF = 138'-6' � SEISMIC = 900 PLF � 2301 BLAKE ST , STE #100 � WIND = 300 PLF 303 861 8555 F 303 861 3027 , f ' ' WIND = 300 PLF E DENVER , WIND = 300 PLF SOIL = O PLF € SOIL = O PLF SOIL = O PLF WIND = 300 PL � SOIL = O PLF BOUNDARY BOUNDARY BOUNDARY BOUNDARY ELEMENT 2'-1 ' 4 '-6 5'-8' 4'- 6' 2'-1 ' ELEMENT ELEMENT ELEMENT 0225 MAIN STREET UNIT C101 OVERTURNING � OVERTURNING FORCE 970 926 8960 F 970 926 8961 FORCE FORCE OVERTURNING REENO ENIBG EDWARD , iI RE NOTE 8 � � FORCE RE NOTE 8 RE NOTE 8 � � E E p I 1 �( � � ' i I , � . � _ � r D AD LOAD = 450 P F r � DEAD LOAD = 450 PLF DEAD LOAD = 1000 PLF � LIVE LOAD = 300 PLF LIVE LOAD = 1000 PLF DEAD LOAD = 280 L L VE LOAD = 300 P F = LIVE LOAD = 1800 PLF € i = € � 3 � � 4 E � � LEVEL 3 � . LEVEL 3 � � � � LEVEL 3 �� � LEVEL 3 ; �� I = 127'-O' SEISMIC = 900 PLF = 127'-O' ( SEISMIG = 900 PLF � = 127'- O' SEISMIC = 900 PLF � = 127'-O' � SEISMIC = 900 PLF � I WIND - 300 PLF � WIND = 300 PLF WIND = 300 PLF � � SOIL = 700 PLF SOIL = 400 PLF � SOIL = 700 PLF � � WIND = 300 PLF $ SOIL = 400 PLF ° j � � � � � � �2' -1 ' 4'- 6' S'- 8" 4'-6' 2' - 1 ° 3 � F I € f � ; tructura � Consultants Incorporated � 3400 E Bayaud Avenue #300 � Denver, Colorado } � E ( 303) 399 — Emal InfoC(�s03>den ercoml I 3 � _ , . � �m � SCI Job Number 04- 187 DEAD LOAD = 500 PLF DEAD LOAD = 100 PLF ; REACT ONS IRBDER REACT ONS IR�DER ;� r LIVE LOAD = 500 PLF DEAD LOAD = 100 PLF D AD LOAD = 100 P F LIVE LOAD = 100 PLF � PRECAST SUPPLIER LIVE LOAD = 100 PLF PRECAST SUPPLIER VE LOAD = 100 P F ISSUE/REVISION DATE NO CD PERMIT SET 01 OCT07 LEVEL 2 �—� LEVEL 2 � �� LEVEL 2 ��. LEVEL 2 �� = 114 '-O' ' SEISMIG = q00 PLF ' = 114 '-O' SEISMIC = q00 PLF E = 114 ' -O" SEISMIG = 900 PLF ' STRUCTURALCDS 01NOV07 = 114 '-O' SEISMIC = q00 PLF E WIND = 300 PLF . WIND = 300 PLF WIND = 300 PLF ; WIND = 300 PLF SOIL = 1400 PLF TOV RESPONSE 12DEC07 Qj SOIL = 800 PLF SOIL = 1400 PLF ; SOIL = 800 PLF -- � TOV RESPONSE 11 FEB08 Q � £ �� 2' -1 ' 4'- 6' S'- 8" 4 '-6' 2 - 4 = # E E E ? ? � i � � ; , t � � E ' � � # E �('n ('n � PRECAST GIRDER PREGAST GIRDER �� D AD LOAD = 100 P F ^ DEAD LOAD = 100 PLF DEAD LOAD = 100 PLF DEAD LOAD = 3800 PLF q REAGTIONS BY REACTIONS BY VE LOAD = 100 P F LIVE LOAD = 2600 PLF � LIVE LOAD = 100 PLF PRECAST SUPPLIER LIVE LOAD = 100 PLF PRECAST SUPPLIER � %' p R E G/s ��, LEVEL 1 �� LEVEL 1 �� � LEVEL 1 LEVEL 1 H ~� = 100'-O' � SEISMIC = 900 PLF = 100'-O' # SEISMIC = 900 PLF ` = 100'-O' SEISMIC = GOO PLF E = 100' - O" € SEISMIC = GOO PLF E ��,��P ' �,�:���`� � WIND = 300 PLF WIND = 300 PLF � SONLD = 2 00 PLF ' SOIL = 1200 PLF � SOILD = 1200 PLF %i �o�• , •': � SOIL = 2200 PLF � � i,� ����t � : � 3 . 0 J � (4 � i � `�i o i �V ^� a • � i^�O �Q .�`, i) � °a�eeses° � . ��`��sio �rn�. ��a - z - �- o8 � �_.- _ � E € E # � �9 � � f � t E � E � ¢ i t � � 2'-1 ' 4 '-6" 5'-8' 4'- 6" 2'-1 '; � � � � � , � ; , � E £ � � ; , v ; � � _ TOPPING SLAB "r "r � TOPPING SLAB TOPPING SLAB TOPPING SLAB RE ARCN RE ARCN RE ARCN RE ARCI-I J � � T O MAT � T O MAT T O MAT FOUNDAT ION � FOUNDATION T O MAT FOUNDATION � FOUNDATION � E PLAN � � � E PLAN E PLAN E PLAN . ��/ � W � I..1.. � Z . � � � , � � O � O � O p �. � 0 NTS � � NTS D � � �/ �/ NTS � NTS � I.J� LJ�� A OTES OTES OTES OTES i RE S3 00 FOR CORE WALL ELEVATIONS NOTES 1 RE S3 00 FOR CORE WALL ELEVATIONS NOTES 1 RE S3 00 FOR CORE WALL ELEVATIONS NOTES 1 RE S3 00 FOR CORE WALL ELEVATIONS NOTES � � O �^ � 1..1... O O O � ^ � V � Q � LL W - VJ � Q - � � � � Q J O � RE� � ����J � D BY MAR 2 � ���� SAFEbuilt Colorado CORE WALL , ELEVATIONS ^. PLOTTED MAR h CHK'D BY JRB P COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECT 2 3 4 SHEET NUMBER C ■ 1 5 D P A PROJECT # 06232 00 SCI PROJECT # 04- 187 � .� �, W � � • - � �► rChlt tS WALL DEAD LOAD � AND LIVE LOAD RE PLAN, PLAN ALSO INDICATES . WALL GRAVITY PROVIDE WALL LOADS D LATERAL LOADS, RE PLAN LATERAL LOAD T O WALL AND NUMBER RESISTANCE AT OF FLOORS BELOW FLOOR GRADE VARY DIAPNRAGMS RE PLAN PRECAST SUPPLIER TO PROVIDE 2301 BLAKE ST , STE #100 100 PSF RE PLAN FOR DIAPNRAGM CAPACITY AND CONNECTION DENVER, COLORADO 80205 EXTENTS OF MULTI OF DIAPNRAGM TO COUNTERFORT TO 303 861 8555 F 303 861 3027 IIIII STORY PRECAST RESIST APPLIED SOIL PRESSURE LOAD = I WALLS RFORT PROVIDE ADDITIONAL 500 PLF FOR 0225 MAIN STREET UNIT C101 I I I I I NON-SOIL LATERAL LOAD AT EACN EDWARDS , COLORADO 81632 ° FLOOR LEVEL 970 926 8960 F 970 926 8961 PROVIDE WALL a LATERAL LOAD SUPERIMPOSED DEAD LOAD AND RESISTANCE AT VARIES WALL � LIVE LOAD, RE PLAN DEAD LOAD i FLOOR T O SLAB AND LIVE LOAD SNOWN INCLUDES SNORING WALL DIAPNRAGMS VARIES RE PLAN REACTION FLOOR FRAMING SELF WEIGNT BUT NOT SHOWN RE• PLAN ° � DOES NOT INCLUDE WEIG4-IT OF i a PRECAST WALL PANELS , � a 50 PCF ORIENTATION OF PRECAST FRAMING VARIES, RE• PLAN PRECAST SUPPLIER TO a DETERMINE BOUNDARY ELEMENT � PROVIDE WALL � FORCES AND DESIGN BASED ON LATERAL LOAD APPLIED LATERAL LOADS I RESISTANCE AT T O SLAB RE• TYPICAL PERIMETER a FLOOR VARIES PRECAST WALL LOADING DIAPNRAGMS RE� PLAN DIAGRAM FOR PRECAST WALL SUPERIMPOSED a SOIL PRESSURE LOAD tructural PANEL TO PANEL AND PANEL C o n s u I t a n t s , APPROXIMATE TO MAT FOUNDATI ON CONNECTIONS I n c o r p o r a t e d WATER TABLE , 8� 52. PRECAST I BY PRECAST SUPPLIER WALL PANEL , 3400 E Bayaud Avenue #300 BY SUPPLIER Denver, Colorado 80209 � T O MAT ( 303) 399 - 5154, FAX ( 303) 333 - 9501 { Email InfoOsci — denver com \/ � �21FG � CCI InF� Numhcr (ld- 1R7 RE PLAN qo PcF IIIII ISSUE/REVISION DATE NO — I CD PERMIT SET 01 OCT07 - I I I I I= - I I I I I - STRUCTURAL CDS 01 NOV07 � TOV RESPONSE 12DEC07 Qj � TOV RESPONSE 11 FEB08 Q TYPICAL PERIMETER PRECAST WALL � OADING DIAGRAM ,8�=� �-o� PRECAST � OUNTEI� FORT WALL � OADING DIAGI� AM ,4 � = , �- o- NOTES NOTES 1 RE PLANS FOR FLOOR DIAP4-IRAGM LOCATIONS AND ELEVATIONS 1 ALL LOADS PROVIDED ARE SERVICE LOADS 2 PRECASTER IS TO PROVIDE ALL ELEMENT AND CONNECTION DESIGN TO PROVIDE A FULL LOAD PATN FROM WALL TO DIAPNRAGM TO COUNTERFORT WALL TO FOUNDATION 3 RE PRECAST COUNTERFORT WALL LOADING DIAGRAM FOR ADDITIONAL INFORMATION 4 LATERAL LOADS SNOWN ARE SERVICE LEVEL LOADS FROM SOIL AND GROUND WATER 5 RE PROJECT GEOTECNNICAL 2EPORT FOR ADDITIONAL INFORMATION � 5 ,. , � Q�P�p REG/s j�� �.. � � . . . . . . o�':4 ��':``�o ;� i� �3 o t�`9 • �1 /, s � � �� � � �� ° ��� 0 ' • /�i { � ti ' G; �1' s,y �i �V,j �i'� iu � �� < �'��� °O�eeeos° ��j� '��`"'�s/4Pti �1. �� - 2 - $ ^tl� , r �; U ' J � W � � � � - W � � Z _ 0 � � � � � O _ o � � oo � oQ � Q � � � _! W o w � � � 0 O O � Cj U � . Q J � W - � � Q - d- � � � Q � O � RE� f C'�� � D BY MAR 2 � 2008 SAFEbuiit Colorado . PRECAST LOAD DATA �, ` PLOTTED MAR � CHK'D BY JRB COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C ARCHITECTS SHEET NUMBER � ■ � D P A PROJECT # 06232 00 SCI PROJECT # 04- 187 � � � r I WD CATEOTES B C D E F ,. TYPICAL NOTES Q C D ' 16'-5' 16'-2J�Z' 16'-4Y' 1 O'-7' 5'-1 O' 22'-23�4 � 0�-43I4 16'-4Y2 23 8�—�4 8�-23I4 3 � � 3 4 6 9 ' 14 � 4 2O q � � � � � 3.0 3.0 3.0 3.0 I 3.0 I 3.0 3•0 3.0 � - - - - - - - - - - - - - - y - - - - - - .-r - - - - - - - - - - - - - - ' , - � Archit ts 0 � 149'-7' � , � W24 BUILT-UP i i � � I 14q'-7' � 1 W18 X 175 . � , I i � � � � � � � � � � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � � i � / \ / \ � ' � . . - L � . , � . / \ . . � , � . � I � � y � � � � � � � . � _ _ _ —� - � � • . � � / . . I \ � . � I - / � FULL STORY i � � l � i ,l , , / ` , ,l , TRUSS ' - - - - � ` - - - - � ' - - - - � - - - - \ � - - - - � � ' / °- � ` � ` - - - - � / - - - - \ ` - - - - � 2301 BLAKEST , STE #100 RE� G/53.03 � � � I x I � i / \ i DENVER, COLORADO 80205 i �p ' ` �,1,� q� ' N N � ` �sr, W COLUMN i �q� � � � / � i � � � b � \ � 303 861 8555 F 303 861 3027 ti I ���+ � � � � 2�.9 ,�+ � � x 8 x I \ � RE� PLAN �1��• � I � �+9 N ry+ / \ �•-'+ 0225 MAIN STREET UNITC101 I / \ 6 �1`� / 3 3 O 3 I � �O I � ' � � ` 6 � y� , � 9a- EDWARDS, COLORADO 81632 I . � . \ i 970 926 8960 F 970 926 8961 �o � 16 . / - - - - \ . � , / - - - - I ` 15 I , � I � \ , / � 3.0 � � � � � i � � \ 3 � � � r i � � � \ E 3.0 � � / � � i / \ t � � � � , N , � � � � � � , , � � � � ` � � � I � � � � � / � � � � � � � � � � � � 138'-i ' � � / � � ` � � / � � � � 138'-1 ' � ' � � � � � � � \ E CPLAN N . � � i � � � � . � � � � � � � � � � � ' � � � � � � � I . I � � I . , I � ' I I I I I I � I I I I I � I I � I � � � � � � � � � � � � � � � � � , � i � � i . � � � � I � �W30 x 391 � � - - - - - - - - - - - - - - - - - - - - - W GOLUMN - - - - - - - - W30x� - - - - - - - - - - T ` RE� PLAN � 4 7 I V=53K � I My=3K-FT 3.0 3.0 3 0 I 2 5 � p � 13 � 12 10 � ( 3 p I 3,p I 3.0 3.0 3.0 ALONG GRID LINE 4 r4 =t -o siM � - � • ALONG GR I D L I NE 8 i4 '=� '-o� S t r u c t u r a I �, B p Consul tan ts Incorporated 3400 E. Bayaud Avenue �300 Denver, Colorado 8 209 ( �n�) 349- 5154 FAX ( 'i�3) 333- 95(11 Email InfoC�Dsci—denver com SCI Job Number 04- 187 ISSUE/REVISION DATE NO . CD PERMIT SET 010CT07 � STRUCTURAL CDS 01NOV07 , TOV RESPONSE 12DEC07 Qj � TOV RESPONSE 11 FE608 Q CCD #24 23APR08 Q CONSTRUCTION DOCUMENTS OSAUG08 25 26 27 QTOV UPDATE SET 10SEP08 2 11 '-6Ya 19'-OYz 15'-3Ya 11 4 20 4 21 3.0 3.0 3.0 3.0 3.0 Mz= 2K - FT 138'-1 ' - - - - - - - - W18x106 - - - - - - - - - - - - - - - � i � � � � � � � � � � � � � � . . � � . � . � . . I � � � � I �pREGISTF9 � � � � � � i � � � � � � � � �� . . . . o � F � � � � � / � � � i � � � � OQQ;•'�pY Bq,9•.� ;� � L J � � L J i � L �. :� ���. Q o . . _ _ _ _ � _ _ , _ _ , _ _ _ _ � �+ _ _ , _ _ _ _ _ _ _ � _ _ , _ _ � : o : . � o . � . 96 � b / \ r' �u Qb i � o, -1- : :�c. 2 � \ ` �`� � + � \ N ry+ � � 9�. q '•. .�C= X � +96 Q N y�'�`� , . Q � �` � � 3.0 'O9p F . . . . . •P�ti� N SSlON � � / \ , , 09 . � o � o� W GOLUMN 3 \ , � / \ W COLUMN RE� PLAN RE� PLAN � � � � � � - - - - \ - - - - / - - - - - - - - N � T U � � 1 � � � t , . � 1 . . . . , . . � , . � . �� . . � . , � , . � 126'-7' . � � � � � � � � . � J L W, 8x , o6 � L - - - - - - -r- - - - - -r - - - - - - 9 2 22 10 3.0 3 O 3 O Q 3.0 OPP. QHAND i 0 U y4 '=� '-o• D BETWEEN GRID LINE N AND P Y4'=� '-o• J C � w � > � � - � w � z . o � � � � o _ o � oo � oQ � Q Q � � � J Wo w � � J � � �L C�KHLJC OV N O ALTERNATE � � � � `�" WELD = 1 4-12 � CONT. � � W J Q � d- � � I � � Q J 1._6. O♦ ^ VJ < < � � ` �' " �`_ " v�2- � I W24 BUI � T — UP ''�� �I � � , , � * , _ . b � i ` � � �� � � f ' � F I r � �) ( � � b � I � - -_ , ' � , �� _ ���'�_ � _ � _ � � � � � � � � � � � � ' g FULL STORY 0 � TRUSS ELEVATIONS � r 3 � � O M � ti� � �- `�!' O i � $ PLOTTED MAR � „ � w CHK'D BY JRB � � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS Q O a � SHEET NUMBER. > O � J ¢ � LL Z � � ' � D . P .A. PROJECT # 06232 . 00 � - SCI PROJECT # 04- 187 a N a 0 � � � � LL _