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Cascade Crossing Plans
Town of Vail Community — LEGAL DESCRIPTION - 1029 South Frontage Rd. Kest: Development A parcel of ]and located in Section 12, Township 5 South, Plan Build Health Fire - o Range 81 West of the Sixth Principal Meridian, County of Eagle, Approved _ ❑ ❑ State of Colorado, more particularly described as follows: — Commencing at a point on the northerly right-of-way line of Denied Cl ❑ ❑ ❑ =--:2 U.S. Highway No. 6, whence the Northeast corner of said Section 12 J� bears N 38°07' E 876.99 feet; thence S 73°45 ' W along said northerly right-of-way line a distance of 75 feet to the True Point of Beginning; Validity of Permit V thence N 16 045' W to the south right-of-way line of Interstate No, 70; Sec. 303 (c) 1982 U.B.C. thence in a southwesterly direction along the south right-of-way line The issuance or granting of a permit or approval of plans andv1~ of Interstate No. 70 to the point of intersection of that right-of-way specifications shall not be construed to be a permit for, or an line with the North right-of-way 1 i ne of U.S. Highway No. 6 and approval of, any violation of any of the provisions of this code thence in an easterly direction along the North right-of-way line or of any other ordinance of the jurisdication. The issuance of of U.S. Highway Flo. 6 to the Point of Beginning, County of Eagle, a permit based upon plans, specifications and other data shall State of Colorado, not prevent the building official from thereafter requiring tha Jv correction of errors in said plans, specifications and otter DATE: �DU . r - iNG <�1 WAL L NO- ti rI G✓ s r / GAR«1GE Ay Q i F lr 20 10 0 20 40 50 VHW \ � �G •�� � �r � �r�� _ _ _ — � ��� � �i• �,�\,> M � R SC AL E IN EE I CC)M Vl E R � ` �`` CfAlr co C r l / j .,�— 1 *0 , - _ y ��--y �� !� �� �� _—�� i �� N.E. CORNER Section 12 \• � � � � J � , RBIS, 6th P- M. `_ rs ! / ' /` f �� •� `\ G^i yT TREES PHO r f 1 1 �1a PEDESTAL - hh aos� �, 1,037 ACRES ---- _ _ �- -- �- -_.. \ , � T �:. f PO 45174. 1 SQ. FT �. O `� C LEGEND _t aEHL�� Q ,,_`GRAVE PfiY1N(� AREA - FOUND PIN AND CAP R.L S 23506 (�(jC Gi• F � .a i�c'r` `� 1l- - - - -- - - - - - -- -- - --- - - �f = I AND CAP O SET PIN A R.L.S 24318 ODD 7 1, OOF� 13 ,�' `U� � _ -GRAVEL 1 ��` � FENC � �' �'� ,` . /'� �. A '- �.f `� G v�. `' B4UL c£.7S PARKING �.1 QRKING LOT _. 74 2- STORY 1 ►, 1 C► , 3LOCK ; H 4'00D FRAME OR� i it ,+ �� I - _ _ ` \ � Q6 � it q III TENT . s r, E POLE ' ✓EL PARI(ING AREA - -` - � _- -� _ �� � `-�`� is"r:' --� 3� '5. O id IV 73 •45 '00 "C 519 . -'0 f rELE` - PE DES BASIS OF ELEVATION TO MANHOLE "C 11 i� ., CABL TV5 1 _ _ __ - i RIM ti�1O .g _G.1f?tiE. � - �� 1 `� \ y� aEDE�TAL 4 � ,^ �. --�_ � --- C �y~L ANDSCaPING `� } ~— � �------ ,= _ --� INVERT OUT= 8096.6 8'" SANITARY SEWER L11V , LANDSCAPED 4REA LANDS"AF'ED — .1 REA�T-—_ �:�)-� �`...,_. ... - —- -- _ __ _ -- - — - -- - - — �•�-" _�,_ � � __ .� ,.: �._���-..�..f.:. 4 _ T. _ — _ ____ ,,�,_. _.� - - ^' ---_- -- -- - - - - --- ------ -- - --- -� --- -�- _ _ i--- _� �I-- - - -- - - � EDGE� OF ,asPl,raLr -- ---- --�- - - - - - - - - EDGE OF ASPHALT cX _ ti r ' CERTIFICATION: U. S. HIGHWAY ~ l" o.- - - l>Q ?,� (SOUTH FRONTAGE �: ROA©) C, -- _- y '. I hereby certify to Mid Kansas Federal savings and Loan Association a4 -- -__ L " acrd Land Title Guarantee Company that the survey prepared by me entitled! Survey, Quarter of Section 12, _ y - - - - - -'; - -- _ - �; Township5South. Range o81LWestLofathe 6th Principal Meridian, Town of 8��© L r - `` - LT, Vail, Eagle County, Colorado,"" was actually ade upon the ground and _ �._.___.____.______.----------------- -_� ion, r,:urses and distances shown thereon are - - chrre t A it and he infornu+t ct, tha ine Title 'foes and lines of actual possession are the - .- EDi�E OF ASPHALT _ - _ " `- _ — -- _�_ -- - _ >_i - - - - - - - � - -- _ — _ _ -- e _ _. _ .- --- _ ._.__ -- _- - - same; that the size, location and type of buildings and improvements _ EDGE ;F ASPHALT '`_ _ �. . _ - _ are as shown and all are wittoa the boundary lines of the property; that there are no violations of zoning ordinances, restrictions or iC other rules and regulations with reference to the location of said buildings and improvements; that there are no easements, encroachments or uses affecting this property appearing from a careful physical inspection of the same, other than those shown and depicted thereon; that all utility services required for the operation of the premises either enter the premises through adjoining Public streets, or the survey shows Y" H P. G"' i the point of entry and location of any utilities which pass through - - - - - - - - - - e - - - --- -- - - --- - - - -- - Er•+s,�;. :rr :�, - or are - 9 y y nocatedionction adjoining all storm landna e systems for the shows the adjoining private land; that the curve sho - - location a collection TELEPHONE POKER � PEQESraL FG'LE � � and disposal of all roof and surface drairvage, that any discharge into streams, rivers or other conveyance system is shown on the survey; and that the parcels described hereon do not lie within flood hazard areas in accordance with the document entitled "'Department of Housin and Urban Development, Federal Insurance Administration - special' Flood Hazard Area Maps."" This survey is made in accordance with the "Minimum Standard Detail Requirements for Land Title Surveys" jointly PARKING LOT established and adopted by ALTA and AGSM in 1562. N BtJPL1i' Brian T. Kelly f ,3 STORY COMMERCIAL O Registered Land Surv" nr No. 24318 NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey Cpl _ CERTIFICATION within three years after you first discover such defect. The above described parcel of land located in the Northeast In no event, may any action based upon any defect in quarter of Section 12, Township 5 South, Range 81 Jest of the Sixth this survey be commenced more than ten years from Principal Meridian, Town of Vail , Eagle County, Colorado, lies the date of certification shown hereon. outside of the 100-year flood plain of Gore Creek according to NOTE : Accuracy of survey limited by snow cover. Plate 8 of the Colorado Water Conservation Board, Gore Creek Floodplain Information Study, prepared by Hydra-Triad, Ltd. , O.ti• q«�s.�an u • i n June of 1975. yvs`�4_,a V 4DlD- PROPANE TANK 8 TIE TO SEC CORNER 0010 NOTTINGHAM a nte>r'- ount un auxre sET �w` This survey does not constitute a title search by Inter-Mountain Engineering 3O/g oaso COLD-81620 Roar, AVON. CGLO.BSlIYO 3420 VANGE BiA£ T to determine ownership or easements of record. For all information regarding �AxEwnOO. co�O.soaae caoai aap-eo�a En teerin�'Ltd. cao��za2-osae easements , rights-of-way or title of record, Inter-Mountain Engineering �,rC #•� ? �� on Land Title Guarantee Cu. Commitment 'Nc,. V12431-3. SITE SURVEY ")Oct relied up e i^y doe .E. ,`j, s., A PARCEL OF LAND LOCATED IN THE NE QUARTER 99C?I¢S o'..t,w OF SECTION 12, TOWNSHIP 5 SOUTH, RANGE CW8 1127189 81 WEST OF THE 6th PRINCIPAL MERIDIAN - - - B. T K TOWN OF VAIL, EAGLE COUNTY, COLORADO 1" = 20" • - itk10 tlO DLC •. w».t Mk i 231 61 1 OF I 118108 r )N I N AL.ir dt ol E �'.V-kT]O* N = F--f AAT1,-- • YANG•- iq. c ETC ZI.C''-'��0--10 _ z �C�-�- - \�� �� i i ---- �-- ,�� � i�GT 5rfff-uC$4T < f t 1 I �' � ��' PA ~�� T � G { 4- -z_ ' J Jill IL `�I \ � � � 1 Z O _-' -, �-. -a� 1 � r .� `~"--- f r - ;. �R�CtJEGT 51C�i `#� WIGG Gc�•ln�a� � _ � �` -/ i/ ( . �' ��� � .C'fl � ..3��� � I-"r-��---='A' � _ w ` J . Ex 1 M� . �...,,r gfl '� _1 '� ___- _._ �� T.V• �E.C�F�TA��` y -1-� /---.—. o ul � C,~ +��T PAS/INCA Ty— 1CZ_--_ ---- — I Z�.s. H 160WAY ( -5cx+T 4 Tyr✓ j ------------------------------------------ ter, rz�� ------------------------------------------- ___---------------- ---------------------------- �(I INC-4 �r��a w wr�w r�� ♦ r w•�w awwwwrr�r r�r wwwr�^.wwr�r��r wwwr�w� ate• rw.�arrr wa�w ��w��a� ,F � rw�wr w��r��^ r�a�a�r I Date I Job No. 11 G 1 �-- — - - - ---- - - - - -- --- — -- ----- ----- ------ - ----- -- ---- --� Drawn Approved FE.-AN #� � OFASMAL-T !'AVING HA-r AauS- _ r DRAWING NUMBER TO IHCk-J1 � ACC.-I-. L-ANC- TD C•cN�NI :� �► �/ :�. - TD V3iAT 11 �160 WA`r Ptr`r f eZ-0 I RAT5 ✓ Gr 1-`i €� � ! | ! | i | | / ' | / Ll WOO IF El NX\I Date Job NO. I 1001 Drawn — Approved DRAWING NUM R 116106 PI GEC 5 �CLSi.�'fZ1A� `t' 7 PC-��EFzO�At PINE 1�F' S'-1�� P�UirL-�S 41-�°�k?�•JC� • '7KE.MbL-0IDE:E, ASPEN 6 PL TALt A. Z,Air.; --H ' Z V FINE ZASPE� Z A:�P>✓N Z3T�trMrira �`�� � �=��, .• Z ASPEN E r l lri�s 41V��'✓ 0 _� F � i t I x I x 1,At✓P 1`, 2 AS°Eli }�� . Co CLl.1l✓GPI In 9 iti+l I C� ,��`J •• JUN I F'F-X 2 '7 ALMN15- If I C-rf 1 I • ' I I IL f Al TAMMY 5 ^�TiL.L.-,�+ x�x—* • v ��� �� 5 ✓LL:E G-'I� v �'" - JUMP!=-R `f 3 A��h r- 3 ASPEN 1S TAMMY Sc.INil .ie. SAI.PINE 1� C1�E GF�IIP s GU R�EN T UN 14 !"� N - -VI; rrk��� 2 P P N� \. F TAM�'''� Z3 bE..caE o4iP' 15 %FrA r �. ✓ �; PG _= —'UyrF 7F 0 JUMI v j 10 Iexrrwl6i T i Date Job No. 1001 OL Drawn Approved P OL4HL7ATIO 4 FMM IT 5e7r DRAWING NUM 3ER 1zL�t.. GEl~t'T�� IC!X 5cX41* -�rr�ra� war ' VAI L" GOI_•OfiaPtn> -rHff. KAN C?C-,N (fjKCY P 5CaSa 6 KE-EWW&>P P . ENC�I.�WC�7� CDI.•ORi41�0 DESIGN DATA STRUCTI iAL STEEL LOOSE LINTEL SCHEDULE HUH TREAD DIMENSIONS AND LAYOUT; 1. CODE - UNIFORM BUILDING CODE - 1988 EDITION 1 . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE RE: ARCH �, 2. SNOW LOAD. . . . . . . . . . . . . .BQ PSF AISC SPFCIFICATIONS AND CODE OF STANDARD PRACTICE. OPENING LINTEL BEARING 'fi" WIND LOAD. . . . . . . . . . . . . .4QPSF 2. ALL STRUCTURAL STEEL SHALL BE ASTM GRADE A36• EXCEPT STRUC-!JHAL TUBES KEYED CMU CONTROL 3. FOUNDATION DESIGN CRITERIA PER SOILS REPORT # 13, 913 WHICH SHALL BE ASTM A500, F - 45 KSI . WIDTH SIZE EACH Eft LAP # JOINT RE: SHT . S 1 DATED JANUARY ?7, 1987 BY "I' %T HOMPSON, I NC Y --- - - -- ---- - - -- i �` 3. TUBE COLUMNS SHALL BE ASTM A500 GRADE "B" 5 'C" L3-1/2 x 3 x 1/4 LLH 4" j ' • 4. L WELDS SHALL BE CONTINUOUS FILLET WELDS USING AWS CLASS E70 ELECTRODES OH LESS ALL NOTED OTHERWISE. i BEAR LINTEL BEAM 5. ALL STEEL NOT EMBEDDED IN CONCRETE SHALL. RECEIVE ONE SHOE' COAT OF AN OVER 5 ' E ' L3-�1/2 x 3-112 x 1/4 6 -� ail--` i 7 INTO WALL (2) APPROVED PRIMER PAINT. TO f� ' 3" _ 112" „DIA . A .B. 'S FOIMATIMI _ SEWAD FOOTINGS 6. ALL BOLTS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE=-. IN 2 LONGITUDINAL OVF.H 6 ' 3" L4 x 3-1/2 x 1/4 LLV 6" '��_ SLOTTED HOLES 7. HIGH STRENGTH BOLTS SHALL BE ASTM A325 OR A490 BOLTS. T 0 7 - 0" = '-v • 1. BOTTOM DE FOUNDATION SHALL EXTEND A MINIMUM OF 4$" BELOW ADJACENT FINAL 8. BEAM CONNECTIONS SHALL BE MADE WITH MAXIMUM NUMBER OF 3/4" DIA. BOi IS ANN 01 - _ - GRADE• 5/16" CLIP ANGLES AS SHOWN IN TABLE 11--A. PART 4 DF THE AISC SPECIFICA- " Q "" I 2. THE SOILS BENEATH THE FOOTINGS AND SLABS SHALL BE UNDISTURBED NATURAL OVER 7 ' 0" L5 x 3-1/2 x 1/4 LLV 6 w _ TIONS UNLESS NOTED OTHERWISE. TO H ' 0" OR w6x9 + BOT PL 1/4 CONT � v�", f� _ GRAVELS OR STRUCTURAL FILL TO REPLACE EXISTING FILL MATERIAL_ SHALL BE DESIGNED BY - - FULL WIDTH 9. BEAM COLUMN CONNECTIONS NOT OTHERWISE SHOWN OR NOTE► _ I fr 3 ANY LOOSE AND DISTURBED SOIL SHALL BE REMOVED AND REPLACED WITH 1 �- 1--- BOND BREAK @ THE FABRICATEH. SUBMIT CALCULATIONS AND SHOP DRAWINGS TO `ETHUCTURAL_ ENG- CiVER H ' 0" L6 x 31/2 X 5/16 LLV B" NON EXPANSIVE EILL COMPACTED TO 95X STANDARD PROCTOR (ASTM DS98) _OV R , 0" - , LINTEL BEARING „ INEER IN A TIMELY MANNER ALLOWING A MINIMUM OF 10 WORKING GAYS FOR REVIEW. OR WHx 10 + BOT PL 1/4 CONT o • i 3. NO UNBALANCED BACKFILL SHALL BE PLACED AGAINST THE BUILDING WALLS UNTJ L #3 NOSEBAR _TYP FOR LINTEL ' 3/16 2-Bf == THE FLOOR SLAB G HOOF DIAPHRAGM HAVE BEEN COMPLETELY INSTALLE=D, OR ADEQUATE OVER 9 '6" WHx i + BUT PL 1/4 CONT 8' AND PLATE i - ---- STOP PLATE AT TEMPORARY BRACING PLACED. TO 10 ' 6" • RE: PLAN i EDGE OF MASONRY p SF�P DRAhIIN� - - #4 @ 12 a _ C _ EA WAY 4. ALLOWABLE SOIL PRESSURE- A. BEARING. `_�u�_. PSF T OVER 10 ' F SFF F'l__AN - PSF 1 _ FURNISH ONE SEPIA AND ONE PRINT OF SHOP AfJD EHECI IIfN LJHAW NUS TO �` �� B. MINIMUM DEAD LOAD. . . . . . . . . ' - - 1/2 ISOLATION JOINT GROUTED CMU ��`� STRUCTURAL ENGINEER FOR REVIEW PHIOH TO FABRICATION. SUBMIT IN A T1ME:L..Y FOR REINF _ RE 5_ LATERAL EARTH PRESSURE MANNER TO PERMIT 10 ORKING (JAYS FOR REVIEW BY STRUCTURAL NGINEEJJ NOT El=: 1 . PROVIDE ONE ANGL F. FOH EACH 4" OR LESS � � • - - STRUC _ NOTES A. ACTIVE. . . . . . . . . . . . . . . 3� PGF `' THICKNESS OF MASONRY . - B. AT REST. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4`. PCF 2 #5 6. COEFFICIENT OF SLIDING FRICTION. . . . . . . . . . . . . 0 . 2 . WHERE W `SECTIONS ARE USED, THE CONTINUOJS 8„ F A CTION BOTTOM PLATE SHALL BF 1/2" _FSS IN WIDTH H �! CONCFETE THAN THE WALL THICKNESS - 1 . THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STHJCTUHF. WITH ALL 1 . CONCRETE SHALL BE TYPE I AND SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI ELEMENTS IN THEIR FINAL POSITIONS. PROPERLY SUPPORTED AND BRACED. THE 3 . FOR OPENING WIDTHS GREATER THAN 6' 3 AT 28 DAYS. CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER SHORING ANU PROVIDE SOLID GROUTED OR SULK MASONRY 2. REINFORCING STEEL BARS SHALL CONFORM TO ASTM SPECIFICATION A615 (60 KSI BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAE B JAMB UNDER EACH FfJD OF L INTEL _ B STAIR--ON- GRADE D CONTROL JOINT @ LINTEL MINIMUM YIELD) . EXCFPT FOR TIES. STIRRUPS AND BARS AS NOTED. WHICH SHALL COMPLETE() STHUCTUHE=. r BE GRADE 40 WITH DEFORMATIONS IN ACCORDANCE WITH ASTM SPECIFICATION A305. d. THE STRUCTURAL STEEL FHAME IS "NON-SELF-SUPPORTING" PEH AISC CODE. OF 4 . FOR UPENIN« WIDTHS GREATER THAN ANCHOR S 1 S 1 WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185. DO NOT WELL) OR STANDARD PRACTICE, 1976. TE~MPOHARY BRACING SHALL REMAIN Uf PLACE UNTIL BOLTSA i' - 5/8 ' GIAM F 1 '6" ANCHOR HEBEND ANY BARS WITH A YIELD STRESS GREATER THAN 40 KSI . ALL FLOORS, WALLS, ROOFS AND ANY OTHER SUPPORTING E:;_.EMENTS ARE IN PLACE BOLTS AT EACH E=ND OF BEAM . SLOT HOLES P" AT EACH END OF BEAM 3. CONCRETE PROTECTIVE COVERING FOR REINFORCING SHALT_ BE NOT LESS THAN TLJF FOLLOWING: A. CONCRETE CAST AGAINST EARTH. . . . . . . . . . . . . . . . . . . . . . . . . . .. " B. FORMED CONCRETE - EARTH FACE . . . . . . . . . . . . . . . . . . . . . . . . . .2" C, SURFACES EXPOSED TO WEATHER. _ . . . . _ . . . . . . . . . . . . . . . . . . . .2„ cr_ 7► + _._ _._- ----_ _ _�_�_ � __�Y _ D. WALLS, SLABS AND JOISTS. . . . . . . . . . . . . . . . . . . . . . . " _ _J BOLT SCHEDULE F. OTHERS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1/1/2" BOLT SHANK -HOOK - �- 4. LAP SPLICES SHALL BE 36 BAR DIAMETERS UNLESS NOTED OTHERWISE ON UHAWIN(». 7 . DIAMETER LENGTH LENGTH THD PROD 5. IT SHALL BE THE CONTRACTOH'S RESPONSIBILITY TO ASSURE THAT REINFORCING Lu - --- STEEL SHOP DRAWINGS PROVIDE NECESSARY DFTAILS FOR CONTINUITY AT CONCRETE A ' 1/2" 10" 3" 3" 3" DISCONTINUE WWF AT JOINT CONSTRUCTION JOINTS. �I 6. TO PROVIDE HORIZONTAL CONTINUITY IN WALLS. ALL BARS SHALL BE CONTINUOUS { , ' z 3/4 ' 1 ' 3 ' 5' 4 4 ' DISCONTINUE HORIZONTAL JOINT _ ! 2 x 4 CONT KEY REINFORCEMENT @CONTROL JOINT AROUND CORNERS OR CORNER BARS SHALL BE PROVIDED TO MATCH SIZE AND SPACING U 4 5 OF HORIZONTAL WALL BARS. -- -- -- - - 7. NO HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE IN SLABS OR BEAMS. z x .. z r CAULK JOINT RE ARCH 11 _ PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE DRAWINGS IN ACCORDANCE WITH THE ACI DETAILING MANUAL . AF 12. PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE BEAMS, WALLS, • • COLUMNS AND SLABS. KEYED 13. PLACE TWO #5 (1 EACH FACE) WITH 2'0" PROJECTION AROUND ALL OPENINGS HOC3 -- - -- CONSTRUCTION JT. IN CONCRETE_ LENGTH ANCHOR B 0 L T DETAILS 112; QIAM x ) '0" SMOOTH DOWEL KEYED 14. NO OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE @ 3 0 O .C . COAT ONE END TO PERMITTED UNLESS THE ARCHITECT'S APPROVAL IS SECURED PRIOR TO THE PLACF- - - - ---------�-�-- --- PREVENT BOND MENT OF REINFORCING STEEL- DISCONTINUE WWF AT JOINT 1 DISCONTINUE HORIZONTAL JOINT _JOINT ' ;' REINFORCEMENT @ CONTROL JOINT 1I8 POOR c POUR CAULK JOINT - RE: ARCH r 1 . ALL TIMBER PRODUCTS SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN I { - i ( L PREMOLDED CONTROL SPECIFICATION, 1982 EDITION. T - `: JOINT INSERT 2. ALL LUMBER HA BE VISUALLY GRADED, AND SHALL HAVE A MAXIMUM MOISTURE SHALL V D [n -- ----� - CONTENT OF 19%. � [ DOWELLED 3. ALL MICRO-LAM SECTIONS USED SHALL MEET THE MANUFACTURER'S SPECIFICATIONS = a EXPANSION JT. (TRUSS JOIST CORP.) a /4- 4. PRE-ENGINEERED FRAMING SYSTEMS SHALL BE INSTALLED PER MANUFACTURER'S }`� CONSTF�H . ;JOINTS SHALL. BE LOCATED W :: ' IN CENT R 1/3 OF SPAN- APPROVAL_ -- RECOMMENDATIONS. o i I-_ ; OF JOIN LOCATION BY STRUCTURAL F- __ _ 5. ALL GLULAM SECTIONS USED SHALL MEET THE FOLLOWING SPECIFICATIONS: _. r L\ ENGINEE SHALL BE SECURED PRIOR .. -A x _ A. FIBER STRESS IN BENDING. . . . . . . . . . . . . . TO CONE: ;RUCTION. � 2400 PSI PREMOLDED B. HORIZONTAL SHEAR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 165 PSI C. COMPRESSION PERPENDICULAR TO GRAIN. . . . . . . . . . . . . .385 PSI D. MODULUS OF ELASTICITY. . . . . . . . . . . . . . . . . . . . . 1, 800. 000 PSI 1 T.. PREFORMED OR C CONT. JT. CMU CONTROL J 0 I N T S 6. PLYWOOD SHALL MEET THE REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION (SAW @ 4-12 HRS_ AND SHALL HAVE THE FOLLOWING GRA DES: AFTER POUR) A. ROOF SHEATHING: 2x HORIL KFYS 3/4" PLYWOOD COX. APA 48/24 WITH 10d COMMON NAILS @ 12" HORIZ . REINF . SHALL- BF SLAB CONTROL JOINTS CONTINULIUc THROUGH JOINT ------- - - - -- f WALL OR BEAM C JYP GR . BM . CONS T . JOINT 1 . CONCRETE MASONRY UNITS SHALL BE LAID PLUMB, TRUE TO LINE, WITH LEVEL nT __..- _ ..._ _ - COURSES ACCURATELY SPACED. FULL MORTAR BEDDING SHALL BE USED FOR 3 JOINT ; TOP AND BOTTOM AND AT INTERMEDIATE BOND BEAMS, FACE SHELL BEDDING MAY BE 36 BAN _ _ _ - USED FOR INTERMEDIATE COURSES. ALk_ JOINTS SHALL BE 3/8" NOMINAL AND SHALL_ DIA . LAP r BE TOOLED SLIGHTLY CONCAVE, AFTER MORTAR HAS REACHED IT'S INITIAL SET, SO 1 ,21 _ _ - - THAT MORTAR WILL BE THOROUGHLY COMPACTED AGAINST EDGE OF UNITS. RUNNING SEE SECTIONS 1 1 -. ' 0- BOND SHALL BE USED UNLESS OTHERWISE NOTED. 2 '0" LAP FOH TOP�BUTT . f - - - -. j. ._ _ _ _ _ - \ -� 1 2 3 4 5 6 7 8 9 10 11 12 or 246'-4 250-810 20'0 20'0 20'0" 20'0 20'0 20'o" 20'0° 2000" 20'0" 20'0" 2° o'o" ESEE ppqq PpApR�TIAL PLAN if OF 7 I ! OF RETA NI INWALL AL I T.O.F ELV. I � I ! I I I I I I I I 2p•-8 �� { _ .JCL 60NO 66AM PLO 6K WITH (1) a 5 K 4' o -t I-o (1001 1 1 '`$�`�. INTO VA/A tL�� I I I I I I I I 2p 1 L I J 969 10 r' ELV. F—Z F—q Q — — — — — — — --�- - - - — — — - - — — — — — � •- a — — _� — _ I — — L -I I — — L 1 I ! ! I ° - . o o I I a 20'` _ ter i� � � 4 I m I I iD TAP m I I I _ r F-1 I I r 7 F-1 r -i F-2 r -1 F--2 r -1 F-2 F-2r m - - - - - - - - - - - - - - - - - - F }------ - - - - � -- - p7/g L J L L J S4 L J L J L J I I i S IT I I I I I I TYPICAL PEDESTAL = I I 16" SQUARE - REINF I I WITH (4) #5 CORNER VERTS AND �3 TIES I I o _ _ �ONTkcUL TO�N1`5 AT 12" O.C. 4 CONCR SLAB ON CID N I „ I _ _ I I i I COMPACT ' GRADE COLUMN G►2!D5- T Y P ! I I I I `I/9 p 9EINF WI &x(c - r .-- I 2p I Ml . J JLATio[,4 UiAl-I_�N�ILD •�' SA _ _ _ — k 54 L + _.._ 0 1 J. 1 1 1 F-2 I F-2 F-1 �•-� _ �� r- F•-1 r - F-2 = r -1 F-2 r -i F-2 r i F-2 r -i F-2 r 'f F-2 r i — — - - J L J L J L J L J L J L J L� r — - - - Z SA � I S _IIJSTALI k3Omo !LAM LOCK T o. ELV. WITH (I) 95 , G �'R J_U ki(G 1 I I I ! I I ! I I 1 2' 0 WO COW I WA l ON VEL1aCl,L 0. T.0.G. qG`-(o {� I D C = 54 0 I I tti C o I T.O.F;' ELV. S4 v� I I 96' 10 I I i I [F-2 F-2 F-2 F-2 F-2 F-2 F-2 F-2 F—� r 1 r 54 L J L J — — — — — ----�_ _ — — — — -- — — —L — — --- — — — — T — — _ — — — — — — s--- — — — — -- —�_ �— — — — — — ---- Z I� C I . I I I ° C S4 I I I I I I S4 S4 to a = N N I I 1 { {� I -c° FOUNDATION PLAN Val' = 1 '0" N C I I I I NOTES: P _ r0 'v 54 I F-1 F-2 F-2 F- I 1 . D-- INDICATES FOOTING STEP - SEE PLAN FOR TOP OF FOOTING ELEVATIONS m — — , — --, — � — r — — — — r y 2. REMOVE EXISTING FILL TO THE LIMITS DEFINED BY ON SITE OBSERVATION I 1-- -- — — — — — — Z -- -- --- — — — �— — — — — — -- — PERFORMED DURING EXCAVATION BY A CTL-THOMPSON ENGINEER. D C J 4•-53/4" 4 —53 411 S4 S4 J�S4 2510" 61 -4" 140'0" 20'0" 26'-11" Date OCT. 19, 1989 12 p 0 Jab No . _89094 28 Drawn D.A.W. TO•F - EL 9 Sa _ A o Approved R.B.R. 5-011 Q 1 " 1 T.O.F. ELV. Q T.p.G. Ito 2" FOOTING SCHEDULE - _ - CASCADE CROSSING DRAWING NUMBER T.0 F ELV. MARK SIZE THICKNESS REINF. Tp.L. ,IO'2" _ra,c%gq,� i RETAIL CENTER H FRONTAGE RD WEST F-1 2 6 x 2 6 I1 1 0 (4) #4 EA. WAY �0 � 81�. S2-FND . PL._AN VAIL, COLORADO v 4 �'C THE KANDEN GROUP � F-2 3'0" x 3'0" 1 '0" (5) #5 EA. WAY 5680 GREENWOOD PLAZA BLVD. ENGLEWOOD, COLORADO �•� ....• ���, PARTIAL PLAN 1/8" = Vol' 1 1 2 3 4 5 6 7 8 9 10 11 12 246'-4' 258-B" 20'0" 20'0" 20'0" 20'0" 20'0" 20'0" 20'0" 20-0@1 20'011 20'Oil 20'0" 7r f I I I I I I I 4 , A . a 1 1A 2�10 � _ --. • ID � _ v m 1A 11 ° I I m 1 U I 8X2 11 B X e WIND 125 I I I I I I I I 110 I s5 U _ D. 1 _0 I I I I I I I 1 .112 S5 .1 •1 cu o I I I I I I 110 s5 o I\ I F In In In x I 55 0 N IA I I I I I m x x x m N I I I I p I \ A`!`�QtL L •0,1 I •0.1 I I ,11 x " I In •6.310 � C ,. � i 'C � S5 1 � 11 �'� • � 5 - — — — — — — — — — — — — — — I - �= s SIMP50N MIT 420 I I I 113`' U ❑ I ~ � - - - �� _ J - Zrot _ I S5 DOUBLE JOIST - - o � to � POSTS to I 2x8 @ 24" 0.C. I I I N -m O : : r CD 11 N FRAMING u7 X x x x •O cu cu x I N 113°� �o - m x ap 3/4 COX 4E3724--APA m m 01)a ,�.} x \ rn e f _ I I m \ I i w8x28 —� ti \ U S5 \ yygX 1 'v 4" -Z I O = 1 = .1 WBx�4 W8x28 0� 1 m o In v N INDICATES DRAG STR a = . 4'-6" a K 4'-6" A - ' = DETAILS REe L FO /S5 3 N cu or ED S5 X24 N cu N = - cu CD F I I M1 N Ln to cu p co N I N N N N co = 55 G = cu = _ 3 cu x = x x x x m 55 c!a X x o Gg N J r' \ a 3 2 121' 4J 5 X11 117 1.1 If] 1 x �1 I •0.1 I �.1 I •0.1 I •�1 ,11 in Q W8_ 121 W _ W8x21 W8x21 78 M2 _ — — W8x21 1 S5 I _ = 3 '' _ — — — - — — X — — -X — — x -cu N m = POSTS 112 u 111. _ cD N 'D` N Ln V O cu o , x ED 00 0 j m x CO .�+ p r' ao S5 H u7 W8x28 m ti , WBx24 to WBx28 S5 .� •,D• � LEI 11 — h � — '11 11 - G _� I 11 • O� 11 ' 11 ' ED � 55 TS 6x12x1/4 SHOP FABRICATE MASTER BENT - FIELD WELD SECONDARY BENTS AT S5 PEAK ALL WELDS GROUND SMOOTH H G S5 S5 55 L4#-61' 4.-6 ROOF FRAMING PLAN Date OCT. 18. 1989 1/8" = 1 '0" N Job No . 89094 Drawn DAW NOTES: 1 . ALL BEAMS ARE GLU-LAMS, 24-F V-1 GRADE, Approved RBR UNLESS NOTED OTHERWISE. (DIMENSION SHOWN IS DEPTH OF BEAM IN INCHES.) 2. T.O.S. @ SCREEN STEEL = 116'2" TYPICAL 3. 113'8-112" INDICATES ELEV. @ TOP OF WOOD BEAM CASCADE CROSSING DRAWING NUMBER pllllf RETAIL CENTER • �p !jfiE1 . S3 1031 SOUTH FRONTAGE RD WEST �•oVaiO,p ti>�e9 VAIL. COLORADO v :o ROOF FRAMING THE KANDEN GROUP 136 -: PLAN 5680 GREENWOOD PLAZA BLVD. • ENGLEWOOD. COLORADO �► AIAI.�� B" CONCR WALL-REINF 8" CONCR WALL-REINF WITH WITH #4 @16" O.C. VERT #4 @16" O.C. VERT AND #5 AND #5 @ 18" O.C. HORIZ @ 18" 0.C. HORIZ (N00K I-o" " B" CMU WALL-REINF WITH VARIES VARIES AT WK At< � 8 CMU WALL'"REINF WITH #4 @48" O.C. VERT AND #4 @48" O.C. VERT AND 4" EXT SLAB-DOWEL TO STD DUROWALL @16" O.C. INT SLAB WITH #4 x STD DUROWALL @16" D.C. 48" @ 2'0" , O.C. ' #4 x 48" TO MATCH CMU 2'0" #4 x 48" TO MATCH CMU �\ ° REINF" PROJF24" = (5) # x to 9, L "O-C• #4 x -° @ 2'0" REINF"" PROJ'�24" CF N T R @ WALL f T"EI2 S6C-T UN WALL FURRING N F - F.F.E. F.F.E. F.F.E. 00 '0" 4" CONC. SLAB ON GRADE F. ,'O,l (2) # _ � 100'0" 100'0" 10090"P4 F:---I I x 04, LI �11i • � �Cl 11F� 11 =- 1� UPI III - f 0 o #A- x m @ 2'0" O.C. B" CONCR GRADE BEAM"" _ 8" CONCR GRADE BEAM- B" CONCR GRADE BEAM- • 9„ - _ = m REINF WITH (2) #5 CONT ap REINF WITH (2) #5 CONT m REINF WITH (2) #5 CONT • • ,� _N TOP AND BOTTOM _N TOP AND BOTTOM _ TOP AND BOTTOM 100 2'0 1 x 0 THICK CONT. T'T WALL FTG. REINF. W/ (2) _ , #5 CONT. #4 DOWEL x iv @ 48" #4 DOWEL x u @ 48" #4 DOWEL x N @ 48" 4" DIA PERF PVC PIPE SLOPED 0 TO DRAIN @ 1/8" PER FOOT IN #6 @6" O.C. so - 6111 fi 1 '0" THK x 2'0" FOOTING 1 '0" THK x 2'0" FOOTING 1 '0" THK x 2'0" FOOTING 1 CU FT/FT OF FREE DRAINING ELV. _ ELV. _ ELV. CLEAN GRAVEL-COVER WITH MIRAFI (4) #4 LONGITUDINAL 95, 10„ o �- WITH (2) #5 CONT 95, 10, o � WITH (2) #5 CONT 95' 10" o �— WITH (2) #5 CONT Ir FOR STANDARD SECTION INFO SEE A/S4 _ A TYP . BACK WALL FND . rBN BACK WALL @ BUTTRESS rCN FOUNDAT ION @ CMU WALL rD TYP . STOREFRONT FDN . E INTERIOR CMU WALL FDN 54 3/4" - 1 '-0 S4 3/40 -= 1 '-0 S4 3/4w' = 1 '-0 54 3/411 T 1 .-0 S4 374" = 1 '-0 COLLUMN RE: PLAN T.D.W. 16" SQUARE ISOLATION 115"6" BOND BEAM W/ (2) DIAMOND #5 CONT. VARIES 8" CMU WALL 1/2" ISOLATION MTL. PLATE 1/2"x10"x1 '4" MAX 103'0" 112 ISOLATION MTL -- TYP. W/ (4) 1" DIA. HOLES FOR 3/4" DIA. A.B. @ Z// 4" SLAB ON GRADE 4" SLAB ON GRADE 8" CMU WALL REINF. COLUMN 7-1/2" GAGE �j\\ #6 @ 24" O.C. VERT. F.F.E. F.F.E. W/ #5 @ 48 O.C. VERT. IN FULLY GROUTED 100,0" 100 ,0" 6 STD DUROWALL @ 16 SPIRE COLUMN 'T5 b x l2} �� \� CELLS I m #6 @ 24" O.C. x � 3 3/4 / COAT ALL SUBGRADE F .F.E. 9 ELV. w ELV. STEEL W/ BITUMINOUS 100 '0" SLAB ON GRADE 97' 10" . 97 ' 10" . I PAINT > - #5"x 4'0' DOWELS P „ 48 0.C PROT= 2-O �- i NON-SHRINK GROUT _ 1/2" NON-SHRINK GROUT d °�� VAR ES 2'-B" 8 T.O.C. 2 -B 20" DIA. FOOTING x °°• • oo. do RE: SCHEDULE 110'2" 4'0" RE I NF. W/ (6) ^• b° SHT. S2 #5 VERT. 6 #3 TIES @ - 1 '0" THK x 2'0 FOOTING 16" O.C. ELV.97' 10" WITH (2) #5 CONT FOR ADDITIONAL INFO u o RE: B/S4 #5 L I� O.G. EA WAY-OUTSIDE FAGS (AWVE 42ADE) F INTERIOR FOOTING lee G SECTION THRU BUTTRESS KJ FOUNDATION @ SPIRE K CMU BACK WALL FOUND . S4 374" = V-0"-0 54 3 4 = 1 -0 54 3/411 = 1 -0 S 4 3/4 = 1 '-0" aA� • • 2" DIA. WEEPHOLE @ 4'0" ° O.C. W/ CONT. DRAIN 1 ELEV. ° CU FT/FT WRAP WITH 99 6 MIRAFI #5 @ 12" VERT #5 @ 16" O.C. HORIZ. #5 x 4'0" @ 12" O.C. Date SEPT. 11 1969 (3) #4 CONT. �� Job No. 89094 #5 @ 6 0.C. x DAW _ os41 #4 @ 16" O.C. Drawn °. Approved RBR B.Q.F. 'v J -� 2101' If 19011 Of 4.0" CASCADE CROSSING DRAWING NUMBER RETAIL CENTER �►Dd RFS�, S4--SECTIONS 7@0" VAI�, SCOLORADONTAGE RD WEST v 9 H RETAINING WALL THE KANDEN GROUP =-� � 1= 5680 GREENWOOD PLAZA BLVD. S 4 3/4" - 1 I-On ENGLEWOOD, COLORADO u� EM ELEV. ELEV. ELEV. 2x12 NAILER - CONT. 115'6" 11566" 113'6" (2) #5 CONT. ELEV. BOND BEAM W/ {2) #5 CONT. PL. 1/2"xfi"x1 ' 1" 115'6 BOND BEAM W/ (2) B" CMU WALL WITH #6 @ AT GRID (12) : AT GRID (1) : #6 @ 24" O.C. #5 CONT. NAIL PLYWOOD TO STD NAIL PLYWOOD TO 24 O.C. GLULAM BEAM W. S3 BLOCKING W/ 10d @ 6" BLOCKING W/ (2) ROWS VARIES 2x8 BLOCKING CONTINUOUS 2x10 LEDGER W/ (5) 1" DIA. BOLTS IN O.C. - USE SAME OF 10d @ 4" O.C. : S 3x8 CONT. LEDGER 1/2" DIA. A.B. @ 24" O.C. 1-1/8" DIA. HOLES NAILING @ BOT. OF BLOCKING BLOCK W/ 20" TJI55 LEAVE 1/2" SHIM SPACE (2) SIMPSON L70 @ EA. 1/2" DIA. ANCHOR BOLT VARIES SIMPSON LU2B ABOVE STEEL SADDLE BLOCK @ 12" D.C. IN GROUTED N> RE: PLAN VARIES Np�I PLYWOOD TO GLULAM CELL RE: PLAN W/ (2) ROWS OF 10d @ SIMPSON-U28 4" O.C. SIMPSON IT3512 VARIES RE: S3 c" ELEV. 112'7-5/8" FOR FACIA INFO RE: „ „ „ 3/16 F/S5 1/2 DIA. A.B. @ 24 D.C. + En o #6 @ 24" O.C. N GROUTED ~ CELL CONC. BUTTRESS PL. 3/8 4x1 '5" 0 ELEV. _ 0 PL. 1/2 4x0 ' 10" F- 2x10 LEDGER - CONT. 110'2" in _ p SIMP50N GLB5B IN �+ 0 0 o BO BEAM W/ (2) # B" CMU WALL WITH STD ELEV. GROUTED CELL M HORIZ. JOINT REINF. @ 109'6" #6x5'0" DOWELS TO MATCH CMU PL. 3/4"x6"x ' 1" " 16" O.C. / REINF. WELD TO L. tGFUL PEN. ELEV. _ ELEV. ELEV. 7 108' 10" - 110'2" B" CONC. WALL - FOR 110#2" 6`�2HOOK FULL PEN xWELD"TO #6x5 Q DOWELS TO MATCH REINF. RE: A/S4 PLATE CMU REINF. � I � PL. 3/8X4x8" „ (2) #6 (GR. 0) x 3'0 " 8 CONC. WALL - FOR FULL PEN. WE D TO PLATE REINF. RE: A/S4 FOR TYP. INFO RE: C/S5 #3 TIES @ 9" O.C. 114 rA-'N\ PARAPET @ TRASH LOADING B BACK WALL @ FASCIA C BACK WALL. @ PARAPET D BEAM B_RNG @ BUTTRESS r—E'N BM COL @ CMU WALL S5 3/4" 1 '-0 S5 3/4" = 1 '-0 5+5 3/4 •= 1 '-Q S'S 3/411 - V-01" (TYP. GRIDS 4, 7) .S5 3/4" 1 -0 PREFABRICATED FASCIA TRUSSES @ 24" O.C. USE DI #2 OR BETT 1-3/4"x14" ELEV. KILN DRY @ 15% MC ELEV. M I CRO=LAM ELEV. LU210 LU210 ELEV. 115'6" 4,_6@, 115'6" 115'6° 115'6" SIMPSON A34 @ EA. TRU S ONTO (6) 16d EA. END 12d @ 8" O.C. STAGGER (5) 12d CONT. 2x6 NAILED TO TAI RIM (5) 12d I 2x12 BLOCKING WITH 12d @ B" O.C. I (3) 16d EA. STUD @ 24" O.C. I 2x12 BLOCKING I I I BLOCKING 1 @Iq�24" ?AXC ! 2xfi @ 24" O.C. (6) 16d E . END I I I ••'• 2x10 • • DOUBLE J IST •;- I •t I ROOF JOIST---r` I RE: PLAN I I Oil 1,0„ SIMPSON A34 @ E USS T P _ +Y GLULAM BEAM I I GLULAM BE - GLULAM BEAM I COLUMN I � ELEV. 1/2" COX O00 li _ I 108' 10" 2x6 STUDS R 2x4 @ 24" O.C. COLUMN TO FIT GLULA ELEV. ELEV. ELEV. & TOE NAIL W/ 109'6" ;� I 109'6' •.a I 109'6 „ 16d @ 4" Q.C. / CE NG '\ ELEV _ _ _ __ _ ELEV / I 1/2" DIA. A.B. @ 109 C • 24 O.C. - PUT IN I 108' 1 "_ i �� � 108' " I GROUTED CELL ,•, I --- w— �I COLUMN ` •, I I —_ ————— •, I 4 2x10 LEDGER CONT. ELV ELV. WINDOW WALL I 108'0" WINDOW WALL I 108'0" WINDOW WALL I 108'0" FOR TYP. INFO I I FOR TYP. INFO I � RE: G/S5 RE: G/S5 K I I I rG-"� CANOPY @ DROP BEAM KHN\ C ANOPY @ FLUSH BEAM CANOPY @ TRASH LOADING F CANOPY @ PARALLEL �J IST S5 3/43' = 1 '-0 1. S5 3/4 11 1 '-0 S5 3/4"' x 1 '-0 �V5 3/4" = 1 '-0 ROOF SCREEN BEAM ❑BACK STRUT TIE POST RE: S3 . . SCREEN POST ELEV � SPLICE ELEV PL. 3/16x3"x3' 10" „ 1 CAP PL 1/2"x8"x8" RE: S3 FOR WOOD ELEV. W/ (2) 3/4" DIA. 1162 I W/ (4) 3/4" DIA. BOLTS 116 2 RE: 53 BOLTS EA. END ONE EA. SIDE FOR LOCATION GLULAM BEAM RE: RE: S3 PLAN 1'0" 1'0" 1'0" 110" -"-fyp. TYPj TYP. TYP. I TS POST RE: S3 1'0" 11'0" I I I a CONC. BUTTRESS 3/16 TYP. Date OCT. 18, 1989 I I PL 3/8"x6"x0'9" I PL. 1/2 x6 x0 fi cn I 1 4 0 o I _ o O SIMPSON GLB5B Job No . 89094 --- IiI Drawn DAW 1 I N f KD . BEAM @ BUTTRESS Approved RBR I I I S5 3/4" It-Olu TYP. GRIDS 8, 9, 10, 11 I 1" DIA. HOLE FOR 3/4" I i 1 DIA. BOLT - TYP. i SIDE PL. 3/8"x6"x0 '9" I 1 BENT PL. 5/16"x4" - I (2) 3/4" BOLTS @ 6" WELD TO BACK PL. GAGE I 5/16 - WELD BACK i CASCADE CROSSING DRAWING NUMBER I PL. TO COLUMN I BUILDING COLUMN- RE: S2 RETAIL CENTER 4"ME BRER K/S5 INFO I iO3 1 SOUTH FRONTAGE RD WEST o4eV` Q j' 1�9 S5 VAIL, COLORADO €csr ;o a :� ,�_ SECTIONS THE KANDEN GROUP = • 5680 GREENWOOD PLAZA BLVD. K'K BM COL @ STEP L TYPICAL BM COL rM ROOF SCREEN POST K'N-�� S CREEN POST @ COLUMN ENGLEWDDD. COLORADO , �A`� S5 34 = 1 -0 S5 34 = 1 -0 S5 34 1 -0 S5 3/4" - 1 g t � ' '�• -t }. Ste- �• -(. - - t- 5 ^. - - - - - - a 4i *. WIWAM to,= IMF . c 25 SIB ZD'•d� 1D=,� 2 � 20''d' Zob'I lob" ZO'-o `� Z0=d Za4�l 2oK Z�'� L4" A .r r 5 NCA _ I " Q. �• _ - - - - - _ ••C s y Y rzerAiL, a -,me4 f, 5PPC.E- P - > E M-TAIL- SPCC. Ca -- FerAIL, 50 F, 44 - C FerAIL SPACE, z 1730 5c . SZ1 54.FT. 9zfv c. FIT. 1044 Co, FT. 1152 W FT. 1 ZCv1 0 0T N`4: ri 4 X T. : -<_I \` _ � I -_ 1'10 �•�T � ` '. k �. .•- � � ��- � h •a ` GONG. Wa,K cx .Y Ll 1117 i �- -- - FPAFz.K III Z qW oil Date JobY - 7V1 ter - - -- 1AWOCAPCa At rs .,� Drawn APPS DRAWING NME C 4 CAPE, C.fi�Q 551 N G T KANG* CCU - Z� - - - � i`1 { 116106 ro WILLIAM-G. .RE _7 t - STAi`ItANCa 5EM M i✓TAL 9,COF l N G VAHTMV 5TeE.L. FFAFMF-vWOKK-- HEZA ,. FA50A GAF' ft4Wm - STLJC.�,'.d FA.SGiA �.Z.D� S U �+T P - ALIZIMINU ICE, - - - - -IL-A F IL-JI IL-A IF Lj KY .. 1 LA -VA-M4& AFtA P1u i-rrEr� s7�.1� R�ri�.v►�a�K• - - .. I u-U 5LAWI Mf,. FiNG _ + META. PACC�A CAPS k� Nr �_ 4 .S '4,y ,1 t � 1.,1� .yy t` y �y � S � ',1 .1` 1;1 ,11 +y,4 y 41 .I ' +l �.Y..i.w• 410.DI ` - i - - - „ q + 1 4 . 4 i MAX, GRAM 12, NCT++ WALL, v 14.5' N OR7r14 E.LZVA-rl OCR - / '/ ��r��/'i � /�1%i i I i � i I I f I � ' i j I I � I f I f Date 1�,�1 I � Job No.t'�. •. if f Draws Approved j 3 . j i I i DRAW NC NUMBER 1-.� � � �NCa°c"f lOt•I - 1'�.i�-MST �"T" Ingle Z! Wn5T EZZ-VAM ON eLl-VA-r-ION F'7r- 714E. KAN� CUp Va S 060 CjKEr.NVrt'OP fiC ZAc Pt vv �GI.�Vti►��, C41.�1�Ikt744 'I��'I � !°RiC�f . l .1�IE�"'y�' _ itbl0b ' Coto F Irk * WILL INA G.- REIN � � - --_- �-- - - ------� ---- -- --------._...� I?.ZLb# - 8-733 N. N, �., TOP NEV.eutv- IT - tj6 I -+- lj ly- WA-L.-FAIN T mm I I j a..�3✓. °f'I I _4 err, OF roes, - - --- 0 I —41 TOP CFGM.0 ---- ---- ----- � M IGRD-t.AM EVGG XOr j s — - - --- ► - mot -E � ZIUM ur-*T M)c� t I Zxh � � i��4h�lINCa � i a, I fV + + vs i 1 U � I Date 01/11A _- [ Job No. r � f 1 Drawn I Approved I-f � Cx.JN T 1D 4 MGM rr 5 eT I DRAWING KUMBER 6A5GAP F---, GR-055N(:;i KEMA L, CEWTZK YAILr, C,Dt.r7lr,� . - �AICaL►L` Get. 116106 a Colo lit A y `33 WX FT 31 II Il I1 . ' 4_ :Y ''': - - G r. 'I'l l-I16 Offc.-TION JL 10H FPe4P-Hl`I .: A 4 UMBER 0:5 IH i cot 50VO W41II41T . AMC.W.,.ter JJEQ son- Now _WLAV _ - J a x. r - te 20d ZD��� ?U��' 2,D��' 2lab� Zp•� '!�'- ?,L74 �Dlpll # ' ` 'I liM�taF . t - _/-•�- - �4-- 7 ' Lill Lxrr/lvr'� lAd- �. r s 'bjr- Mv �. +o — I IV 7' # �` f tIIJ T�+�LI FGL^F 9 5Q. p'• . - _ _ ! _ w ` - — r^i .— •Y IL _. .Q j Al , ! - -t.�+V� �.Y.IT c� 4730 54. 821 Sc�.PT. 9ZSev SGT. P7 lc*4 5G�. 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