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970 926 8960 F 970 926 8961
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CONSTRUCTION DOCUMENTS 08AUG08
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D . P .A. PROJECT # 06232 . 00
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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
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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 ' `� � �
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DS-4 3/s� 5/6' 3 4 �1
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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.
.
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N � I I � Q N � I N � . . V � N � � �
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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 �
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^� 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 - . < » _ .. _ _
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� � AND3/H RIZ• LEGS �TONPRECAST • . IIIII= iii- -iii =IIII ) 3 SIDES
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0 3' VERT. SLOT IN VERT. LEG. II II Q -
�, PROVIDE SNUG TIGNT NUTS IN :
. „� VERT. LEG AND TACK WELD
� AFTER INSTALLATION. �
� `� � ��� �_ _� ��� � :".. � ��� �= _� ��� �
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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 �
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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 � � � �
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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 � � � � � �
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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
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� 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
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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
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PRECASTER :
1 � � 1
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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 `
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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
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NOT TO SCALE � (� 40 PSF 100 PSF
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` 18 350 PSF 100 PSF Q PLOTTED MAR
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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
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f STEEL CO � UMN SCNEDULE
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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 ,�
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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
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� 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
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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
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LEVEL
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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 � �
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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' � �±/
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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
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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)
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, 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 - - - - - - - - - - - - - - - - - -
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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
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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 - - - - - - - - - - - - - - - - - -
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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 - - - - - -
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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
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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" - - - - - - -
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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,,�
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- - - - - - - - - - - - - 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
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� 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 � / � �
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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
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C 14 x18 18 N BQ 14 x � � ' q N I RE� PLAN AND SCNEDULE I RE� PLAN AND SCHEDULE
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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
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2301 BLAKE ST., STE #100
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N 18' X 18' 18' Y BV 15' x 11 ' 9' Y = W 9 0 926 8960 F� 9�70 9 6 896632
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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
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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' �
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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
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(APPLY AT ALL W36SP AND W40SP PENETRATIONS )
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AN 12' X 12� 83I4' Y
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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'
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NOTES� J
AU 18' x12' Q 20' Y � 1 . IF AGCESS PRECLUDES USE OF DOUBLE FILLET W
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AV 14' x 14' 20' Y � � w
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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 ^ �
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RE S2.14 FOR � � G12x3N N 3� x ^ 1 . BOXED NOTES �� INDICATE A TYPIGAL CONDITION UNLESS NOTED OTHERWISE. J O W
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I 6 � 6.1 6 � 3. TOP OF STEEL BEAM ELEVATION = 98'-9' UNLESS NOTED TNUS� (XXX'-XX'). � O
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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 �
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' 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.
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8 � /1
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� � U � V � axo � `� € BEAM PRECAST SUPPLIER � z - - - - � � � �
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' DUCTWORK WITN ARCHITECT, MECNANICAL ENGINEER AND SUPPLIER. � � -� - _ _ - � ;
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� 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
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N i ' T.O. i 23. XQINDICATES STEEL COLUMN, RE� SGNEDULE S1 .04.
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� 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
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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
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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
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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
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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
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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
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� 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
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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
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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
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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 ,
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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
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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
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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 � � � ,
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� 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
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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
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21 . OINDICATES PREGAST GIRDER OR BEAM, RE• SGNEDULE S1 .05 �' p W40x431
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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'-
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"' - *" � `' - - - 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
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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 � � ',
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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 �
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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. ^ � � � -�
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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
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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 �
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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 _ �/�
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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 �
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.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 , �/ -
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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
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2, � � INDICATE DRAG FORCES TO BE APPLIED TO DRAG BEAM CONNECTIONS AND PRECAST EMBEDS, � � � � � t � � � � � � �
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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
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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
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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
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` 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
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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
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y Q OF ROWS OF BOLTS. Q5 � . i a- n, - m ,. � O W
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L201 � � � �
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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 '
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� . , ��`� , � �,? � � 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 � �
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� � .,�� �� 3 �� � W12 x 6 �� `� - - � - - � .��-- - - - - - - - - - - - - �
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� � �` `�� ` 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
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1. BOXED NOTES �� INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. � J O
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2. TOP OF SLAB ELEVAT N = 113'-9', UNLESS NOTED TNUS� �- �_� RE� 52.18A FOR ADDITIONAL SLAB
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~ 3. TOP OF STEEL BEAM ELEVATION = 113'-4' UNLESS NOTED T4-IUS� (XXX'-XX') �
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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.
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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. � �
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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 ��
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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
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� 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'
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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 � � �'�
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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 _..
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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. ' '` - �
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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.
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� 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
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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
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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 �
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(126'-5') ;o Q S6. 4 � ^ � � � 6.00 N '�o � � � :~ �_ _ , . .� - � €
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. W18 X 50 io u� . N i.���.,.,__�, . � �_. _� . . _, ..
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� 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 - - � - - - - -
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°� -,o W16 x 36 � 3 �n I ^ � S6.16 ,�J � �
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10 [15� x 3 � ' 3 • (126'-1 ') b
° S6.01 i i '�0 0 E � � ST IR LANDII G x 8 -4 /a o.�� �
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p N �� z6�-5�� � 3 W18 x 35 6•OO N X FJ [� �] (� 26�-� �� COPYRIGHT O 200B BY DAVIS PARTNERSHIP P C , ARCHITECTS
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� 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'- ' > � �
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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
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� � 6 S614 S6 56.13 - � 6 1 5 (125' 1 ') � -
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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
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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
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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
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� 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
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" 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
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ir1 • �• 6 . . � �''� • L6 x 4 x 3/8 O Q �
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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 � •�
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� - - - - - - - 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
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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 � , , � `
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W16X26 � 5 ',n � ^ - � - -
(137'-11 ') �o '� W18 x 35 O W18 x 35 � Wl x 35 W16 x 2 �1 � � __...._�_ ___ _ .
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� v 11 Q O
� �N �� S6.03 � 138'-4' � � 5 � ;r xro r � 5 m i o ' ' � �o
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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 � ' � �
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NI � W� 6x26 m AND FRAMING ;o p W16x26
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� 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 .�
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O p I IBJ �I IBJ I I I IBI i � i N I I I I - -N I I I CONSTRUCTION DOCUMENTS 08AUG08
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TOV UPDATE SET 10SEP08
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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
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4. TOP OF SLOPING STEEL BEAM ELEVATION NOTED THUS� = x�_�- . T.O.S. INDICATED IS THE PROJECTED T.OS. �o . Q � p Q �r
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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 � �
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10. 'SC' INDICATES BOLTED CONNEGTION AT STEEL BEAM TO BE SLIP CRITIGAL. � � � � - °= ' ; �s '
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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
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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
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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 � �
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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 _ � _ � �. �
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�m AY B i i i i i i F� �" ' AP AP " AP ., AP 2 _O.
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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 .
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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
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x 35 [15 � W18 x 35 18 x 35 6: � � � � � s � p� CCD #24 23APR08 Q
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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� �
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� °� 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 . � > �
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0 2. 'A' INDICATES PENETRATION TYPE, RE� 51 .09 FOR SCHEDULE.
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� � 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
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. - - - - - - - - - - - - � - - - - - S6.01 - � � - - - � _ ., 4- � . ' � W18 x 35 Wt8 35 W18 x 35 Wt8 x 50 L10 �
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' (149'-5 ) . co ' • � � W18 x 35 � O
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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
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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
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� � x� � � 3 x . 6� � ,_ , 9,_ , ° i x� � c0 � , �
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N � - - � 56,01 - 6, � - - - - - - - - - � � � N/
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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 � � �
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Q ' - - - - - Wt x35 _ MID-DEPTN - - - - - - �, ,- - - - , , � _ - �
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(149'-5') `O 4 io v W16 x 26 , _ _ �-
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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
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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
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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 � � �
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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 � .
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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
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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 .�.
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[15] W18 x 35 Wi8 X 35 W18 x 35� � � _ •� _ _ _ � _ I _ _ _ _ �� � _ � _ . _ _ + �+ _J�+ � _ b � � _ • '� _ _ _ _ _ STRUCTURAL CDS 01 NOV07
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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
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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 - - - -
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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���
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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 � � �;
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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 `;� � '^ -�
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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]
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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 �.
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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
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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 ^
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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. - - - - _ _ _ _ _ _ _ _
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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
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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 �. :�
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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
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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 •.�
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