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HomeMy WebLinkAboutCascade Village (14) Mss j-+LWi L 4t+' ' { � 65M FMS+-itiG lh law" Ave era ` - I to PI*NR' PL1# . .Q rm wl t w . 64i ' T'P Ca ,y. r-1 E'T, Fi4blCi+o► \ � � "'" ISOMETRIC CORNER OF TYPICAL BALCONY . f + 3': l '-0 itc vn,ZO AN i 1�+445k+aY°°Q �`FAbvr 1 • .S I . �q'"tr' RT1t F•ol 5NT�6R I ELEVATION SECTION TYP. 10 ., 6 : ISOMETRIC TOP OF TYP. SCUPPER 2 ! , 3': —0 r._._ f� • •,r t: wit r. 2a loll PLAN SECTION AT SCUPPER SECTION AT HANDRAIL 3 BASE CHANNEL 'a6". 1 '—Q" ir �•4 1 i A, Xaft^CS ABC r••f!M In i 4--6w, v*,.F ftrf l Consl'Ve' rw cll o a,OV wmowc* + ww* . _,.".,•rr ■ • '�'l• rrtn,Slc'r+�c low 8v^r'nib not 17v 01r0ftLi1lC ,.s1lC a G,lC+OSM:r,Nfp.,l 1^n +lwl.n $ WESTIN . ----- , • . _ .� .. - ;rr = .: TAP. r PLAZA BUILDING SECTION AT HANDRAIL -PHASE I I ' Zoe -- VAIL, COLORADO EXTERIOR DETAILS - _ BALCONIES `!l SC. '` 1��i�1 Der �D. O'I�.G• �p w�' ^ � AS SHOWN ' ti SECTION BALCONY DECK . 'SECTION -AT SDE OF T' ?. BALCONY SECTION THRU TYP. BALCONY SCUPPER AT SIDE WALL. . a t r ., f N 1 1/2%1"-o �2 . �o 1/21: -0" A8* S • , - - - • ., .. - "'.L - ' .ice w• ~ Y . x - ..n •— ~ • T .M1� • .. , POOR • = DOOR AND FRAME SCHEDULE 6 ' DOOR LOCATION DOOR FRAME/DETAILS FIRE NOTES ��� -owl ±' 4 � �itYr D NO. TYPE SIZE MA TL MA TL JAMB HEAD SILL RATE i :J I - ;". ,�Ai,•�L W H T i N � '�0l.T X14 &d4 DiO�C)R FIR,h�,�' . ••� = — T�,, 5th �t GROUND FLOOR - .. - 001. SERVICE TUNNEL B 4' -00 71 -00 1 3/4' HM HPI HER - • 002 ELEV. MACHINE RM. A 3' -0* 7' -0" 1 3/4" HM HM OMIN r� d - __ �..�...1 003 STAIR NO. 2 A 3' -0* 7' -0" 1 3/4' HM HM .. 004 SERVICE TOIL AA 3'' -3" 7' -0" 13/4" HM HM `FA FIRST FLOOR o '. • 101 MECHANICAL NO. I A 3' -0" 7' -0" 1 3/4" HM HM IN 102 ELECTRICAL A 3' -0" 7' -0" 1 3/4" HM HM OMIN 103 TRASH - AA 3' -0" 7' -0" 1 3/4" HM HM OMIN - 104 MECHANICAL NO. 1 A 4' -0" 7' -0* 1 3/4" HM HM 0MIN : GdNC�t,ET� 105 MECHANICAL No. 1 A 4' -0" 7' -0" 1 3/4" HM HM 105 FIRE COMMAND CENTER A 3' -0' 7' -0' 1 3/4" HM HM 1 .5HR • 107 STAIR NO. 2 A 3' -6" 7' -0' 1 3/4" HM HM 1 .5HR Noe STAIR No. 2 A 3' -0' 70 -0- 1 3/4" HM HM onlN HEAD AND JAMB AND AM 109 STAIR NO. 2 A 3' -0* 7' -0" t 3/4" HM HM OMIN HEAD JAMB 110 WOMEN A 2' -04' 7# -Ow 1 3/4" SCWD HM OMIN G =Ft AD1l..�. d• 1 � DGDR Ill MEN A 2' -0" 7' -0" if 3/4" SCWD HM OMIN 112 JANITOR A 3' -0" 7' -0" 1 3/4" HM HM OMIN 113 CORRIDOR AA 3' -0" 7' -0" 1 3/4" SCWD HM OMIN 114 VESTIBULE NO. I AA 3, -0. a. -O. TGF - SEE SHEET N0.A8.6 ,�c t #N0 TKW 115 VESTIBULE NO. 2 AA 3 D 8' -0 - TGF - - SEE SHEET NO.A8,6 2.A ND 5wox - " ' „ w " 7C 1�1� FR�iI�E 116 MEN A 3' -0* 7' -0* 1 3/4 SCWD HM OMIN - � f/J�-+• STIJ� i w ■ I a I • 117 WOMEN A 30 -0" 7# —Ow 1 3/4 SCWD HM OMIN � I � { lie STORAGE AA Y -0- 7' -0' 1 3/4" HMyIN 119 DISH-UP Be 39 -0" 71 -00 1 3/4" HM HM — 1 ,� T�1� 120 MEETING RM. NO.4 A 3' -0" 7' -0" 1 3/4" R -- 121 MEETING RM. NO.3 A 3' -0" 7' -0" 1 3/4" _ 122 MEETING RM. N0.2 A 3' -0" 7' -0" 1 3/4` 4 �; ,F 'x15 NO TRIM 123 CLOSET AA 1 3/4" SCWD WD tC T�AG+C 124 MEETING RM NO.4 A 3' -0" 7' -0* 1 3/4" SCWD WD 125 PARTITION STOR. AA 1 3/4" SCUD VD f 12 x NO.DLOGK1Ne5s mom 126 CLOSET AA 1 3/4" SCUD WD 127 MEETING RM. NO.3 A 3@ -Ow 7' -Olt 1 3/4" SCWD WD � "`" ` WETA�, °�C 128 PARTITION STORAGE AA 1 3/4" SCUD WD 129 ' CLOSET AA 1 3/4" SCWD WD 130 i MEETING RM. NO.2 A 3' -0' 7' -0' 11 3/4" SCUD WD 131 PARTITION STORAGE IAA 1 3/4" SCUD WD 132 j MEETING RM. No. 1 A 3' -o" 7' -o" 1 3/4" scWD WD 1 DOUBLE DOOR JAMB SLIDING DOOR HEAD 133 CLOSET ; AA 1 3/4" SCWD WD 4 5 134 f WEST LOGGIA I A 13' -Co 8' -0" - TGF - i SEE SHEET NO.A8.6 135 RETAIL AA + 3' -0" 8' -0' - TGF ; SEE SHEET NO .A8.6 136 ; STAIR NO. 3 I A 3' -0" 7' -0* 1 3/4" HM HM 1 .5HR + 137 VESTIBULE NO. 2 AA 1 3' -0" @' -0" - TGF - i yam` BUD MPA1Wf.�tOl�� , SEE SHEET NO.A8 .6 �l.f 1N r 138 VESTIBULE NO. 2 i AA 13' -0* leg -ow j TGF SEE SHEET N0. A8.6 139 D I SHWA5H I NG AA 3' -0" i7' -O" j I 3/4" HM HM I c� SECOND FLOOR ' +~— 201 LOADING AREA , c 10 -0 i 9 -0 I _ 202 ; LOADING AREA C ; 10' -0 9 -0 203 LOADING AREA A 1- -0" 7` -0 1 3/4' HM HM 204 ; STAIR' NO . 2 j A 13' -0- 7' -0- ! 1 3/4" HM HM ? OMIN �'.. 205 PREFUNCTION ; A =13' -0" j 7' -0" 1 3/4" HM HM w t w w = 206 SERVICE CORRIDOR ID 3 -0 i7 -0 1 3/4 HM HM i 207 SERVICE CORRIDOR i D ' 3' -0" i 7' -0" ! 1 3/4-1 HM i 208 ' EAST PREFUNCTION I AA 3' -0" 17' -0* 1 3/4" SCWD WD 4 wt. r' 209 EAST PREFUNCTION AA 13' -0" 7' -0" i 3/4" SCWD WD ; I 210 ' STAIR NO. 2 A 3' -0" 17' -0" 1 1 3/4" HM HM OMIN ' 211 BANOUET OFFICE A 31 -Ow 179 -0" 1 3/4"i HCWD HM NOT FOR 212 ' STORAGE � A 1 3' -o" 1 7' -0" � 1 3/4" SCWD WD ` CONSTRUCTION 213 i BALLROOM AA 3' -0.- 17' -0- , 1 3/4" SCWD WD + HEAD AND JAMB SLIDING DOOR JAMB " w 214 i 'STORAGE A 13 -0 179 -0" 11 3/4 SCUD WD 4 TA••''Q1 41r-. .'. ..A,r'a AL9wd ^r•r- ^S.._.p ,-,,...,]^A fin: .^: `°a'YC w"• 215 STORAGE A 31 -0" 17' -0" 1 3/4" SCWD WD ' .� ",.... ON, ',W "� �:�•p. .,�. `., ��...,� »,� ' r.* »...M. -.,.qty. . -1 a' •J. 216 BALLROOM AA 3' -0' 7' -0' 1 3/4" SCWD WD . 217 STORAGE A 3' -0" 171 -0" 1 3/4' SCWD WD 1 218 j BALLROOM AA 3@ -Ow 7' -Op 1 3/4" SCUD WD WESTIN 219 PROJECTION RM. ACC. A 3. -Ow 7' -0" 1 3/4" PLAZA BUILDING 220 r BALLROOM AA 3' -0" 7' -0" I 3/4" SCWD uD 1 PHASE II 221 BALLROOM AA 3' -0" 7' -0" 1 3/4" SCUD WD 222 BALLROOM AA 3' -0" 7' -0" 1 3/4" SCUD WD 223 BALLROOM AA 3' -0" 7' -0" 1 3/4" SCWD WD VAIL, COLORADO 224 BALLROOM AA 3' -0' 7' -0" 1 3/4" SCWD UD 225 STORAGE AA 3' -0" 7' -0" 1 3/4" HM HM 225 STAIR NO. 3 A 39 -0% 7' -0" 1 3/4" HM HM 0MINI 227 EXISTING CORRIDOR AA 2' -6" 7' -0" 1 3/4" SCWD HM DOOR SCHEDULE • 228 PREFUNCTION RECEPT . 3' -0" 7' -0" 1 3/4" SCWD HM AND DOOR DETAILS 229 SERVICE CORRIDOR AA 3' -0" O-__j 1 3/4" HM HM ' ATTIC s 401 ATTIC A 2' -0" 7' -0' 1 3/4" HM HM 3" : 1 . 0 DOOR/FRAME CONSTRUCTION: _ . . HM - HOLLOW METAL � 6310 MAY 22. 1987 INA SCWD- SOLID CORE WOOD TGF - TEMPERED CLASS FRAMELESS . 4D - WOOD HdWID- NDLLOII CORE WOOD A90 R0011 FINISH 'SCHEDULE PARTITION TYPESm INTERIOR ROOM 'ROOM NAME FLOOR BASE WALLS Rum MmTN 4 CEILING REMARKS NO . FALL ELEV. RELATIVE TO PLANS 1 2 3 4 4 5/8" DIM. VARIES 5 5/8" 10 ---J, GROUND FLOOR 3 5/8" 3 5/e" 3 5i8- 3 Siam i " - 1/2' 3" ��• l " { OO1 SERVICE TUNNEL -2J NONE 2F 2F 2F 2F 2F I I f 002 STAIR NO . 2 2J 5 3F ' 3F 2F 2F - f' • g • h • 1 /2" GYP . BD . i 1 /2" GYP . BD . 1 /2" GYP . BD . 112" GYP . BD . 003 ELEVATOR MACHINE RM. 211 NONE 2K 2K 3 2K 2K j ACOUSTICAL BATT � 2 LAYERS 2 LAYERS 004 SERVICE LOBBY 2J NONE 2F/3F 2F 2F/N 2F 2F INSULATION ACOUSTICAL GATT ACOUSTICAL BATT 3 5/8" METAL STUDS 3 5/8" METAL STUDS INSULATION INSULATION FIRST FLOOR - - ----�- ~-- - 3 5/8" METAL STUDS 2 112" METAL STUDS 101 ELECTRICAL 21 NONE 3K 2K. 2K 3K 3K 102 TRASH 2J NONE H/3F H/3F H/3F H/3F 3F ■ 103 MECHANICAL NO. .4— - ---� 2J NONE 3K 3K 3K 3K 3K F 104 STAIR -NO . 2 21 NONE 3F 3F 3F 3F. - f . g , h 105 FIRE COMMAND CENTER 2J NONE 3D 3D 3D 3D 3D 106 CORRIDOR 2J 0 3F ,NONE 3F 3F 9 k 107 WOMEN STAFF G G 4F/H 4F/H 4F/H 4F/H 3F b PARTITION TYPE 108 MEN STAFF G G 4F/H 4F/H 4F/H 4F/H 3F b W/ INSULATION 2 PARTITION TYPE 3 PARTITION TYPE • 4 PART i T I ON TYPE 109 JANITOR G G 4F/H 4F/H 4F/H. 4F 3F b 1 A - W/ GYP . BD , I SIDE ' 1 10 VESTIBULE 140—� —C7T�Y I '_5- 5 5 3B 3D I B 111 DISHWASHING 0/2J 0 4R 4F/4R 4F/4R 4F/4R 9 112 MEN G G 4B/H 48 4B/H 4B 8 113 WOMEN G G 4B/H 48 46/H 4B 8 T. _g" a" �" 114 MECHANICAL NO . 2 2J NONE 3K 2K 3K 3K 3K 5" 1/2- a P-30 2 1 i2" 4" IN 4" 1 " i 115 STORAGE 0 0 - 3R 3R 3R 3R 9 i 116 PREFUNCTION 2A_ 1 38/5 3B 38/5 38/5 3E/8 I -- 1 /2" GYP . BD . 1 /2" GYP . BD . � a /2" GYP . BD . 1 /2" GYP . BD . -_ 117 REFRIGERATOR 21 NONE 3 3 NONE 3 3 ACOUSTICAL BATT € 2 LAYERS - 118 STAIR NO . 3 2J NONE 3F 3F 3F 3F 3F f . g . h " " INSULATION I ACOUSTICAL BATT w 6 METAL STUDS 2 112 METAL 4 METAL STUDS INSULATION 119 DISH-UP 0 _ . 0 - _ 4R 4R 4R 4S/ 9 STUDS 4 " METAL STUDS 120 COLD/SALAD - 0 0 4R 4R NONE 4S/ 9 ' 121 RETAIL 2J NONE 3K 3K 3K 3K 3K o . 122 SERVING 0 -0 3R 3R 3R 3R 9 I 123 MEETING ROOM NO . 4 A I � u 38 3B 3B 3D/7 124 MEETING ROOM NO . 3 A I p �-: 38 p u 38 3D/7 125 MEETING ROOM �NO . 2 A I p u 3B p u 3B 3D/7 126 MEETING ROOM NO . I A 1 3B 38 p u 3B 3D/7 127 VESTIBULE NO . 2 L/T I 5 5 5 3B j__3D PARTITION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE SECOND FLOOR 5 6 7 8 201 ' LOADING AREA 2M 2 3F 3F 3F 3F 3F 7 A INS U L A T I 0 N 202 STAIR N0 . 3 - 2J _NONE 3F . 3F 3F 3F 3F f . g , h 203 STAIR NO . 2 2J NONE 3F 3F ; 3F 3F ; 3F , f . g , h 204 BANQUET OFFICE 2A 6 3D 3D 3D/G 3D 3D 205 LEST PREFUNCT I ON 2A 1 ' 38 38 � 38 38 I 3D/7 5 ��e" —'►' � pie" ' ��a` _ e 3�4" 3 5/8" t"' 3 5/8" 1 , ,, 3 5/8" L j 112' 206 SERVICE CORRIDOR 2J I 0 3F 3F 3F 3F 9 ' � r 207 EAST PREFUNCTION 2A 1 3B 3B 3B 3B 3D/7 112" GYP . BD . 1 /2" GYP . BD . 208 STAIR NO . I i 2 LAYERS 1 SIDE 2 LAYERS 1 SIDE I 1 /2 " GYP . BD . i /2 GYP . BD . 209 DISH-UP 0 ' 0 3R 3R ; 3R 13R 9 ACOUSTICAL BATT ACOUSTICAL BATT 210 BALLROOM I /A 1 i 3B 38 3B 13B 3D/7 INSULATION INSULATION ! E } 3 5/8" METAL STUDS 3 5/8" METAL STUDS 3 5/8" METAL STUDS I�� 2 112 " METAL STUDS 211 SOUTH PREFUNCTION 2A 1 38 3B 3B 3B 3D/7 s 3/32" ' GLASBORD ' 3132" ' GLASBORD ' 212 iPREFUNCTION RECEPTION i A i I 3B 38 3B 38 3D/7 I i FIBERGLASS j ' j FIBERGLASS is I _ CROSS BRACING WALL PANEL I ;' II WALL PANEL I 213 STORAGE 21 6 3F 3F 3F 3F 9 214 PROJECTION RM . ACCESS 2J 6 # 3D 3D 3D 3D 3D STORAGE E 21 6 3F 3F 3F 3F 3F PARTITION STORAGE 2J 6 3F 3F ` 3F 3F 3F ► 2 �-��I' MEZZANINE 3D . NOT FOR 301 PROJECTION ROOM 21 6 3D 3D 3D 3D 3D i CONSTRUCTION 302 A/V STORAGE 121 6 3D 3D 3D 3D 9 PARTITION TYPE 0 PARTITION TYPE 1 PARTITION TYPE > > PARTITION TYPE - '•w ti nf:A'.ryN•• 11Y e lfK"d .�.� ... 'r ..'• .-u."ar ,•- „ . ' ,. r "'1!i'A'V• r*. ♦s^w A. 'M• ]..: -11...7 ..Sr.Y.: ' 'If Mme; My! '1. w NOTE : THIS FINISH SCHEDULE IS TO BE USED IN CONJUNCTION WITH INTERIOR ELEVATION DRAWINGS 1/2" WESTIN lid LEGEND 1/2" 35/8" N I S PLAZA BUILDING MATERIALS FI SHE ARP T TYPE " PHASE II I . WOOD A . C E E I 1 /2 GYP . BD . 2 . CONCRETE B . VINYL WALLCOVERING . SUPPLIED BY OWNER ` 3 . GYPSUM BOARD , SMOOTH SURFACE C . SPRAY TEXTURE I 5/8" GYP . BD AT 4 . GYPSUM BOARD , WATER RESISTANT D . PAINT . FLAT � EXTERIOR CONDITION G E 3 5/8 METAL STUDS VAIL, COLORADO 5 . ' GLASS E . PAINT . TEXTURED FINISH 6" METAL STUDS 6 . RUBBER BASE . 4 " - f . PAINT . SEMIGLOSS ENAMEL AT EXTERIOR CONDITION 7 . ACOUSTICAL TILE , 2 X 2 G . CERAMIC TILE , UNGLAZED � -*— STUCCO SYSTEM AT ROOM FINISH _ 8 . ACOUSTICAL TILE , 12" X 12" H. CERAMIC TILE . GLAZED I EXTERIOR CONDITION SCHEDULE S� 9 . ACOUSTICAL TILE , 2' X 4' I . CONCRETE , COURSE TROWEL FINISH 2 1 /2" METAL STUDS REMARKS J . CONCRETE , STEEL TROWEL FINISH INTERIOR DETAILS K . 0 FINISH a . TENANT FINISH L . . PRECAST CONCRETE PAVERS b . CERAMIC TILE BEHIND FIXTURES ONLY 11. CONCRETE, BROOM FINISH. ■ V r ■C . STAIN FINISH AT WOOD . AT CABINETRY AND VANITY N . VINYL COMPOSITION TILE (VCT) 3 O 3O 4 . STAIN FINISH AT WOOD PANELING AND WOOD TRIM P . MOVAbLC T MGK ` AL.L � . PAINT BASEBOARD HEATING UNIT fl . QUARRY TILE _• r . PAINT EXPOSED METAL AT STAIR AND RAILS— •R . f I BERGLASS REINFORCED PLASTIC PANEL 13 PARTITION TYPE x310 MAY 22, 1947 S . RUBBER BASE AT LANDING ONLY S . STAIN LAS sTL h . WOOD TRIM AT STAIR STRINGER - PAINTED r T; CARPE'i'. TYPE �'. � . FIRETAPE 1 SEAL GYP . BOARD - I .HR FIRE RATING U. ACOUSTIC WALL COVERING k . 41 -0" HIGH HARDBOARD WAINSCOT it . 4' -0" HIGH TILE WAINSCOT TO ALL WALLS A9u2 r GENERAL NOTES � EDO>c o1r' GaNGRCTL . 1A . LIVE LOADS USED IN DESIGN : G . THE TERMINOLOGY "CONTINUOUS " MEANS QUANTITY . PROVIDE THE NECESSARY JOINT DETAILS TO ALLOW FOR BUILDING MOVEMENTS . A . ROOF , . , . . . • . . . . . . . . . . . . . . . . . . . 80 PSF COORDINATE WITH ARCHITECTURAL CONTROL AND EXPANSION JOINTS . � 1 GP&4 G+, -r 514 B . TYPICAL FLOORS - RENTAL UNITS . . 40 PSF H . PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND OF OPENICJQr (TOt 4 ALL CONSTRUCTION AND/OR WIND LOADS UNTIL ALL FIELD CONNECTIONS bOTT�M�• C . TYPICAL FLOORS - CORRIDORS . . . . . . . . . . . . . . • 100 PSF ARE COMPLETED AND SHEAR WALLS OR DECKS ARE IN PLACE . D . PUBLIC AREAS . . . . . . . . . . 100 PSF I . STEEL JOISTS SHALL BE DESIGNED , FABRICATED AND ERECTED IN ACCORDANCE WITH STEEL JOIST INSTITUTE ( SJI ) SPECIFICATIONS E . WILD AND SHALL BE THE TYPE AND SIZE SHOWN ON THE DRAWINGS . SHOP 1 . BASIC WIND PRESSURE . . . . . . . . . . . . . . . . . 45 PSF DRAWING SUBMITTALS SHALL BE ACCOMPANIED BY VERIFICATION THAT 2 . EXPOSURE . . . . . . . . . . . . . . . B MANUFACTURER IS SJI CERTIFIED AND SHALL NAME THE REGISTERED 2-06 K 4'-O PROFESSIONAL STRUCTURAL ENGINEER IN CHARGE OF DESIGN . (TOP � $IoTTOM ) F . EARTHQUAKE ZONE 1 J . WHENEVER MASONRY RESTS ON STEEL BEAMS WITH FLANGES NARROWER + 2 . NON-STRUCTURAL ELEMENTS : THAN ACTUAL MASONRY THICKNESS , WELD 1 /4 CONTINUOUS PLATE TO BEAM FLANGE . WIDTH OF PLATE TO BE 1 /2 " NARROWER THAN MASONRY Z�_ p A . ELEMENTS SUCH AS NON-BEARING PARTITIONS , ETC . ATTACHED TO AND/OR THICKNESS . "PICAll SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS . 7 . METAL DECK : B . FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND A . DECK SHALL BE SHOP- PAINTED STEEL , SHALL BE OF THE TYPE CALLED SHALL MEET MINIMUM CODE REQUIREMENTS FOR THE TYPE-OF CONSTRUCTION FOR ON THE FRAMING PLANS AND SHALL BE CONTINUOUS WHERE POSSIBLE SPECIFIED BY THE ARCHITECTURAL PLANS . WHERE METAL DECK RECEIVES SPRAY ON FIRE PROOFING IT SHALL BE GALVANIZED . C . RE : ARCHITECT FOR VOID SPACE BELOW NON-STRUCTURAL PARTITIONS ON B . DECKING SHALL BE INSTALLED AND ALL OPENINGS IN DECK CUT AND NO"lTH16D[TAI6- ISTMP4^6 FORAL.I. 11t9-[NTFkANT CoRNERdb C^S-rIIti SLABS-ON-GRADE . ( RE : SOILS REPORT . ) REINFORCED IN ACCORDANCE WITH MANUFACTURER ' S STANDARD DETAILS CONC-MR7Z 86A&8, bi.AMS, DECK TOPPIN65 AND WALIll 'rIl l 3 . FOUNDATIONS : AND SPECIFICATIONS EXCEPT AS OTHERWISE NOTED OR SPECIFIED . D[TAIL- Alel ,APPLIgES A'r ALL RE- ENTRANT CORNERS ,47 COP�45714UCTiOIV %j0II•1T5. C . WELDING REQUIREMENTS SHALL BE AS FOLLOWS UNLESS OTHERWISE SHOWN A . MAXIMUM SOIL DESIGN PRESSURE 5000 PSF . �j TYP. RE- ENTRANT CORNER DTL . B . CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT N0 . ON DRAWINGS . DECK TO SUPPORT BEAMS STEEL JOISTS OR PLATES 4 13487 BY CHEN & ASSOCIATES DATED MARCH 12, 1987 . 1 . ATTACH ROOF D E WITH 1 /2 " PUDDLE WELDS OR SCREWS AT 12 " , C . ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED . EXACT BEARING 0 '+' 2 . LONGITUDINAL JOINTS BETWEEN ADJACENT ROOF DECK UNITS SHALL BE g '! :' !.' • ..�:: , . ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS FASTENED TOGETHER WITH 172" DIAMETER OR SCREWS AT 36 " . 4 ,• i. .. . ' ' ;' .': FIRM , UN A•' D . BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER . MIN ALL FOOTINGS ARE TO BE PLACED ON FDISTURBED , NATURAL SOIL 3 . ATTACH ROOF DECK TO BEAMS OR PLATES PARALLEL TO DECK �'• OR PROPERLY COMPACTED BACKFILL , APPROVED BY THE SOILS ENGINEER . WITH 112 DIAMETER PUDDLE WELDS OR SCREW AT 12 BACKFILL SHALL BE COMPACTED TO 100% (MINIMUM]) STANDARD PROCTOR DENSITY UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT . ( RE : 4 . ATTACH FLOOR DECK ( PERMANENT CONCRETE FORM) TO EACH SOIL REPORT FOR DESCRIPTION OF BEARING SOIL ) . IF SOFT SPOTS ARE INTERMEDIATE SUPPORT AT SIDE LAPS WITH PUDDLE WELD . EACH END LAP IS WELDED TO EACH SIDE LAP PLUS ONE ENCOUNTERED kEMOVE SOIL AND RECOMIPACT WITH APPROVED FILL . INTERMEDIATE WELD ( THREE WELDS PER SHEET ) . sTO. �!O• A A E . DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL BASEMENT HOOK*, FLOOR AND FIRST FLOOR ARE IN PLACE . S. LIGHT-GAGE METAL FRAMING :F . CENTER ALL FOOTINGS ( CAISSONS ) UNDER WALLS , COLUMNS OR GRID A . LIGHT-GAGE METAL FRAMING SHALL BE THE SIZE AND GAGE SHOWN q%lb + .• t' + •r'' LINES UNLESS OTHERWISE NOTED ON PLANS . ON THE DRAWINGS . ••e. r. • . ! G . CONTRACTOR TO PROVIDE , AT HIS EXPENSE , FIELD DENSITY TESTS ON B . FRAMING ROLLED FROM STEEL 18 GAGE AND LIGHTER CONFORM TO • dp COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE . A AST1! A570 , LATEST EDITION , COMMERCIAL GRADE , WITH A MINIMUM MINIMUM OF 3 REPRESENTATIVE TESTS SHALL BE TAKEN FOR EACH YIELD STRESS OF 33 ,000 PSI . PROVIDE HORJZ, FOOTING AND SLAB-ON-GRADE . t .. + ' C . FRAMING ROLLED FROM STEEL 16 GAGE AND HEAVIER SHALL CONFORM 14E4JWAY5 AT CpN STQIr.KTION H , NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT TO ASTM 0570 , LATEST EDITION , WITH A MINIMUM YIELD STRESS OF 50 , 000 PSI . JOINTb (T4P.) CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE . 9 . NON-SHRINK GROUT : STC. 9D• STp. 90' 4 . CONCRETE ALT. NGDK H04K ALT. NGOK NOOK. - A , NON-SHRINK GROUT SHALL BE PROVIDED BETWEEN COLUMN BASES AND A . ALL CAST- IN-PLACE CONCRETE SHALL BE MADE WITH TYPE 1 FOOTINGS . • :: o •..: ' :.. ; . PORTLAND CEMENT , STONE AGGREGATE AND SHALL DEVELOP 3000 ] 0 . GENERAL • � • Jill PSI COMPRESSIVE STRENGTH IN 28 DAYS . ' ,,:• 1 . 5 A . ENGINEER ' S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL j '• B . THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED Wc ' 33T SUBSTITUTIONS . 0 ( or 57 , 000 � FOR NORMAL WEIGHT CONCRETE ) . AV B . VERIFY ALL OPENINGS THROUGH FLOORS , ROOF AND WALLS WITH PROVIDE I-IORIZ. C . FLOOR SLABS-ON-GRADE SHALL BE POURED IN CHECKER PATTERN , MECHANICAL AND ELECTRICAL CONTRACTORS . VERIFICATION OF KEYWAY6 AT AVOIDING RE- ENTRANT CORNERS , WITH CONSTRUCTION JOINTS LOCATED LOCATIONS SIZES LINTELS AND REQUIRED CONNECTIONS ARE UNDER PARTITIONS WHERE PRACTICAL AND WITH NO DIMENSION CONTRACTOR ' S COMPLETE RESPONSIBILITY . � (TYP, ) EXCEEDING 20 FEET OR TOTAL AREA OF 400 SQUARE FEET . AT LEAST 48 HOURS SHALL ELAPSE BEFORE POURING ADJACENT SECTIONS . C . PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT TY CORNER R EI N F. DETAIL CARRY ALL SLAB REINFORCEMENT CONTINUOUS THROUGH CONSTRUCTION OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE , ENGINEER ' S P. I, JOINTS - APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED . - OR - UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS , RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS , C . CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND SAWCUT JOINTS . CONNECTIONS , ETC . , REQUIRED FOR INSTALLATION ON HIS ITEMS . JOINTS SHALL BE SPACED 20 FEET AND SAWCUT 1 " DEEP x 1 /8" D . PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON Ad N RE , PLAN 11/ x1 7l GOr`+T, Kt 4 WIDE WITHIN 12 HOURS AFTER POURING . CARRY ALL SLAB REINFORCEMENT ARCHITECTURAL , MECHANICAL , ELECTRICAL , AND STRUCTURAL DRAWINGS . THROUGH JOINT . MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE D . SLABS , TOPPING, FOOTINGS , BEAMS AND WALLS SHALL NOT HAVE JOINTS FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE W. w, 1r. IN A HORIZONTAL PLANE . ANY STOP IN CONCRETE WORK MUST BE MADE CONTRACTOR . STEEL SHALL FULFILL ASTM A36 . AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL E . PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL EXPOSED TO SHEAR KEYS UNLESS OTHERWISE SHOWN . ALL CONSTRUCTION JOINTS SHALL THE EARTH . Q BE AS DETAILED OR AS APPROVED BY THE ENGINEER . •• 46RA"lil FILL F . SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW E . ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN OF ALL REINFORCING , STRUCTURAL STEEL , TRUSS JOISTS AND METAL ACCORDANCE WITH ACI BUILDING CODE 318-83 . UNLESS NOTED OTHERWISE )EC K . THE MANUFACTURE OR FABRICATION OF ANY ITEMS PRIOR ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 31A INCH CHAMFER . TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT USE STANDARD HOOKS ON DOWELS UNLESS OTHERWISE N6-TED . THE RISK OF THE CONTRACTOR . (o) TYPICAL CONSTRUCTION JOINT 5 . REINFORCEMENT : G . WATERPROOFING , VAPOR BARRIERS , WATERSTOP , ETC . , SHALL BE A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING AS INDICATED IN THE SPECIFICATIONS . AUG 1 019x7 TO ASTM A615 , GRADE 60 EXCEPT TIES , STIRRUPS AND PLATE ANCHORS H . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED WHICH SHALL BE DEFORMED BARS , ASTM DESIGNATION AG15 , GRADE 40 . FiksF+�rdWelrlgardtConw�ients AGAINST ARCHITECTURAL DRAWINGS . `"`,'°Sy'„`A'F^"""""` oil B . WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE IEI PLAN LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER . w SCHEDULE V8 x I SAW CUT C . REINFORCEMENT PROTECTION : FOOTING SC Z Q' Z Wl. W, P, 1 . CONCRETE POURED AGAINST EARTH . . . . . . . . • • • • • 3 " MARK SIZE DEPTH REINFORMENT REMARKS � '« r 2 . CONCRETE POURED IN FORMS ( EXPOSED TO WEATHER OR EARTH ) 2 ” , VAL ° GRAVE` ill.. . 3 . COLUMNS AND BEAMS ( TIE BARS ) . . . . . . . . . . . - /aHA%„�n�yoa� Co - 6 G E,w, 4 . SLABS AND WALLS (NOT EXPOSED TO WEATHER) . . . . . . . 3/4 " D . NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED O A S1:2 C ,VV, OR A U T H O R I ZED BY THE STRUCTURAL ENGINEER . LAP SPLICES , WHERE O a ' All Crawings and written material appearing herein constitute the or9l and unpuoUSrted work D 4'-d z 14 G A 4 �,W, of the architect and the same may not oe•dupl+cated used or disclosed w+thout the written TYPICAL A T PERMITTED , SHALL BE A MINIMUM OF 36 BAR DIAMETERS UNLESS col ol the arch;rect C SAWED E D CON R O L JOINT OTHERWISE NOTED . MAKE ALL BARS CONTINUOUS AROUND CORNERS . E . PLACE TWO # 5 ( PER 8" THICKNESS ) WITH 2 ' -O PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS , SLABS , AND BEAMS . ALSO PROVIDE TWO O 1 `" G OvIDF• +2" 2 -+11. G 4S0N.7. #5 x 4 ' -0 DIAGONALLY AT EACH CORNER . -. F CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE 0 PLAZA BUILDING ' 7` fio� L� `; ,gyp_ SPLICED AS FOLLOWS : TOP BARS AT MIDSPAN : BOTTOM BARS OVER PHASE SUPPORTS . S G . PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT ` POSITIONS SHOWN ON THE PLANS . ALL REINFORCEMENT TO BE HELD SECURELY IN PROPER POSITION IN ACCORDANCE WITH ACI 318•-77 . b . STRUCTURAL STEEL : HAIL, COLORADO. A . ALL STRUCTURAL STEEL SHALL CONFORM T4 ASTM SPECIFICATIONS A36 COLUMN S C H E D U L E J Oil 0 EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE I1 _ COLUMNS TO ASTM A500 , GRADE 8 , LATEST EDITIONS . ANCHOR BOLT COLUMN w SHALL BE A307 STEEL AND MISCELLANEOUS EMBEDDED ITEMS SHALL BE MARK SIZE BASE PLATE ANCHOR BOLTS REMARKS out STp 0a.� 36 STEEL _ GENERAL '� w a _«... ..... . B . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORD- - - -�Sv� :' r � 1 x �-" x`�'- I� '� 5�' + : . ,• ! �� '�•'�. Foal �+G ii[ '�+R. ANCE WITH LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION " . '° 5x Sx 1 Q - 3/4"� x I `- �+ ,r 4 '2'x ' `� '` '��' DETIl1.5 _ S�.Ri To ­04A '"C•4 -*.rp C . UNLESS OTHERWISE NOTED , USE STANDARD FRAME BEAM SHEAR CONNECTIONS •-4 x C-x 4g • 31a�� ,� - a �cGOTINGr rII.�F WITH STEEL BOLTS OR WELDED EQUIVALENT . SELECT CONNECTIONS ATYv a . ' I '- " `/ EACH SPLICE TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY FOR 75.2, x >i /4 1 >< 2 x , -p 4 - 314"o w _4 ,IS6 ,N_ � � � �Ev TG 2 � EACH GIVEN BEAM AND SPAN . D t w/57C, HK, i I T D"� ``. s� - r/4"c� Y 1 ,-4 c n; �• .: a�K .o s NO. SCALE ' j D . MINIMUM WELDS TO BE BY AISC AND/OR AWS BUT NOT LESS THAN 3/16" T� �� " �"`5�'G 1" 1z x I ' - o �'• :� IS.�.wis.• i.�' � K z'-0A.15, CONTINUOUS FILLET UNLESS OTHERWISE NOTED . �t4 ,� 5?�, +~K' ❑ T5 ,�7x7x 1/4 N 4- 3/4� 06 x I -4 �,Z- it ' Z� • •2 21 E . ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN • -3+vo0 x - a x I W/ -IK 2'•o A b 6310 WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS DETAILED IN ❑ TS7x7t< VIC, 4 - 3ta"� ll '- 4 -so. s-17•ro, 5-zq,2,s-xq,� - AWS D1 . 1 . 7 �,JvoC) I x I - I x I ' - 1 VII/5-j D, rIK I0/a K V-oa K�,'� �. :a - - .MEN F • STRUCTURAL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS TS8 x8>, 1/4. 1 " x I"- 2 c 1 ` - 2 4 - I '` pE NOT IN LOOSE LINTEL SCHEDULE OR AS SHOWN ON STRUCTURAL DRAWINGS . a I r+�+101 15-D, K. TYPICAL STEPPED t t�T�*' TL , ONE END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO Tg�KBx '10 w - 1 � x ly-4 tom.' D 2,- c, 1S -Ig t I K I t- X I`- G ,.i M K• lx 2N-0 2'I G G`. "*_ ""/d' ALLOW FOR ELONGATION AND SHORTENING . ❑ ��tvo / s , , ❑ 7"S +cBx I/2 / x 4'- 4 x I' 4 4 " 1 ` 0 r PHASE I G4C I O LINE M M 4 M.6 N N.4 03 P.I P.2 P.3 P.6 P.8 Q Q.6 Q.7 R Rr2 R.4 R.5 S T U W X Y Z R • IS9' 10%1 i r 101% 4 4'S`- 5112 '�-G I`•-o I '-o =o. $'-D .!'- 3•'�4" SO"- 1%a" IG`- II/z !G'-D 5=4�/2 g`-9 IoI�IIC`-o 3` 14'-G 19'- .5 b`-4�� 9'-2 9 I +_ 3 P.3 P.6 P.8 Q Q.6 Q.7 IC RoM P.Ca To Q, p)E I N F, P4E: S EC.C71V p F L R g=3 3/'4 10 1%4" WALL 6 P.Y.T. F E W/* � I=Pv .M 11VG FCDRR - e 1�.. vE�T. � � 1&•� HoR1a. � WALL EL. IlIkIT,• w4b15 S• oR R 11.11=, A-T STEP FTC r TO, ILL STEP FTG , 1 o CEfi: , � I� p To-WALL G9 x Zo H 14'- - �.. $ TYP. �i q I+�Es6EGOr.�D X-bRAGIt4a ' 6' 55 w/* 5• Iii• F w, =- ,N S 3 FRAM IIVGr FLAW 4TEp WALL I G-�19 IGoT. +►4 s-rI MlRU ® 8" 3 L III= :g ,. ... 1C8" Llo` - IoG`-o -o T - 2 6 2 a0 Cy I to f 'S EP F T ,` I N h• 7 I I zM STEP - r% `^'/*5 16" � � 306 I Yowl � .6 w N - n s 52 ��� 3 I. a m El I ❑ �- - " MI N !� 3 4 5 r r 5TL , bRCm . 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V�RT w.47IE5� PHA Z Pit,-- •- dP ti- ! 1 [] r '11K.GR,16M, BARS a F 7 ,� I a 12 4 T�+ • s h -, -� .c \ 28.6 27.rJ I 49" PILAGTLR (R9 4)V \\ \ _ 1 REINr', YVI4.00 \ \� \ \ f`- L J 2S Grp D SINE r L ---� �► 4 TI ES ® l G" \ \ ` \ �► F E I '.� � � i i 1 ` �IOL n -J O TO, ; 111,.E \\. ;� �� \ \�.� ,� i� D FLOOR FOUNDATION PLAN 1/8 = 1 -o A! ITI�N{ \ \\ \ \<< �, I , - GR4 UN L U �O, PILASTER N NOTES : 1 . FLOOR SLAB SHALL BE 4" NORMAL WEIGHT CONCRETE SLAB \ 't% FTG ' o is 4-G x ti; Q EL-.� I11 - 4 T'Q'G LL \` \ �� ELU 114-� I -o P, REINF - ON 4" GRAVEL FILL , REINF . W%6X6 W1 . 4 X W1 . 4 W.W. F . \ t T,o,w LL w/4-+1 I-,w. ' 99 ' -4 U . 0 N BY ( XX ' -X) I \ \ T•GtSI.A� 1 T 2. T. . FOOTING ELEVATION . I�•.,p\\\ g II4"-G ^ ,� 27 G© TIE 3• INDICATES FOOTING TYPE. RE : FOOTING SCHEDULE '\�E Low \ \9, ❑ I N I 0 . \ 4. INDICATES COLUMN TYPE . RE : COLUMN SCHEDULE ON S1 . -- 26.8 O \\\ TO. P11,.n•'STE'I! AL T.g. 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J I ; , I ` :• 1 T,o•PILASTER d : I aD �} N Ls 114`-0 ri0ab'-� 'L -r � _r - `-1.- -r' 0 1�r-off / ��.•= li4`-(a Ems.- I+a-co 0� Clara'• O E (Ip8'-o - (� I❑ r � All driwing5 and wrnlen malenal appearwig hereon eansl,lule the org,na!and unp,W,•n4OMiOrk Cl{he archftd,and the same may not Oa-duphealed'used Or d,edesed w,'h0u1�wrltNn I �" 3'- y4 ❑ RcINF /#9 dD IG" r -� - - 16.4 LE3 I b" I r consent of,,,e arcn,we, 1s ' • T.O. I.AS rFLR O,PII-•ASTER . I _ _ l , I 1' El �� (TY , u.a,N, Ls I lCa'-o tI v- j O �O p WE TIN - -; Tv. PI L.ASTER 9%a 1 a'" . . DING 7 E (IIOP�'• ) F1..; III'-2 .. . . r, , 4= y4 `N PHASE 1 coil.. IQ Ig 'O 9 7=7%2 clyr V-10Y Ia =n ��=�,� 14`-0 114 Imo•. -Co-0c, ,_ I VAIL, COLORADO a _460, mile 3 4/z Io -p 14 Co 9 3�� d -4 /d 9 Z 1 . 121`- 5 38`- 11e„ I M M.2 N.2 N.6 N.9 P P.0 P.4 Q Q.3 0.8 Q.9 MfrRT r I. � FOUNDATION & FIRST FLOOR PLAN 1/8 = 1 1 . INDICATES COLUMN TYPE RE : COLUMN SCHEDULE ON S-1 . 2. INDICATES FOOTING TYPE RE : FOOTING SCHEDULE ON S-1 . . 3 . ( INDICATES TOP OF FOOTING ELEVATION , t 63 '10 'r r • <�Y t M M. M.6 N N.4 0.3 P.! 3 P.6 P.8 Q Q.6 Q.l R R.2 R,4 R.5 S T U W X Y RE • PMASE I W -0 5-0 9`- 33/4 101 - 11/4 IG'- IV 2. ID'-O 5'-4'/2 I'-4 lO'-O 3'- 14'-G 19'- 3IV8 �S'-47/a I�-6 X1 4, s00 r •a O RROM F,G T Q,O REINP E XT, FACE # 54m i Wk VERT t •J� I T,O, ALL T.O. G M CC l'-4 LA8 oN 12 - INT, FAGS * G a 12v` vF-RT 1 S, T,O.SL IS 4~ c�FR� REIMS T12A )ii I W' W. T P. T. .wA6ls I'43 S'TE.P' DG i T. O, WA L 4 � I S T I L E D 70, L EDG E 9 12 -2 T �' 12a•- G 31M. S bT P 6�p. 2 �G,G� # LE ...aF_ � � 12 4 T 32 _ w xl ❑ - - 32 - - - 3! Tor WA 61. 4 Z I s EP � oPEW - = LEi7C.� 12G`-8 •. LL Z-4 � � OP x SN3 N � - - - N - �---- .� ----....-......__..-.- - - -_....._.__-_._ - _ -.-_.__ .._....---. _.. ._.._ -.._. _._..__...-- i 31 J ST ®FCC.. 1261,- 3 , 1&H @ o <o � � ,° � tv �_ N .6 N � • -- r t4 ir+ Q - - 4 W14 x22 - 3 16x I . - - - 3 (125'- 5'/Z) (125'- 5'/-a E4] FCa 30 t\ I Z 5�- 5%2 4 I(m K Z`-Co N 5 5 R s 35 N I - - - 29.8 fi in 6 SIM . x 5 ❑ sni r T,O,WALL 4 Q N 4 o 29.6 29.4 STeP will •� L w, �► Q �_ -r.�. cpK cv % p►Pa�, T.o,S. -' � I -!'.5 . Cv X Cp - 4. T, - tir c 12,c I 9.2 29. 1 - - � - - - - - 28.9 ' x ; �- sr� 1 29 cHpE ^ ., � St_or-'E, N N _ 3 14H4� 2`-Ci N 0' Tr O, WALL_ 8H �@ '1`-!0 Iv N G>,5• = T54K4><`/4 \ TS4X4n '/4 2.5 V51 2 2'-o i H 3@ 'L`- SHIM PAR J01,575 _ bELaw 0 W1wx 2Ca 1 � I��.OW 279 I AS F;tW C t6 \ - (I 2s - 3/�) 28.6 E M w � 5"T�p ALL �� S-Co T P LOW R -EA .O R E ERF_NG� 27.5 - 1 .0 4 28 DECK SRG N TOPPING SLAB IS 3 1)'2" W 14 n 2Z ¢ NORMAL WEIGHT CONCRETE. N N \ " T ' (125` - 3'1�) x'! - R€INF. w/bxb W1.4 x W1 .4 Q Too W.W.F. ON 911611-26 A. \� v � METAL DECK. i'Lx1�} ( 125'-5'/2 -� 27A ' "'�se 6.8 To. L- e�vu - I a H eo _ - o ,� 26.8 VOTE Wi•4 x22 +Q 2 � Ia �7iJ PPt,_`i' ,�. I 01vA•l S,o T.D. •� .r- TS 4,K x'/4 (2 ea:)L,) a'A E+•i✓'S VLV -ERR N � .-. .. ©I7 TI 5_Ab I Q 1 "Q �L TO ME2Z. .. t lGH•�o 2'-(s +� �A.R JST�• P5I.Wr Fal.�tti = 12 '- 9" 2 x REGti C?. x ~� F��T+TI o hl5 A�N, P,g, in �x 1 T Y P. -Ir i�"'I STEP LEL�4E N +� A►RG�--+, PO P5 LOC . N N nGG URS 1'�'WO LOGATIO N 6 1 1❑ p N -- TI-115 el*.4T'. ; 3 'if1 _.. W 12 A 14 26 T.a WAL` x Y j � I �A r I T,a�LAa � 125 - 51/% I I - ' � W IG x 31 , ' - - - T p CC,_ABOVE - ❑❑ c:o�. AaoVE ❑ r' 24.5 0 op W 14 x 2,2 Q N I !Il �G �P Sco r i `'� -V: GLO 7,0, LEDGE. 04.W r(1 _ +2Gn�9@ 2-(R Cn CO H L* 2`-<a �` OZ Ca H 9P 2'-47 VQ - 2 rid SHIM Ia4R .4 T - 2.8 AS Rrh.o' D i d) t� 5�P�EOICE -� ' FAR 5�'EP 3 IJPPL.� ADDIT1vN I-, t9 ;• r A L� 4 S � . I ` fbAkp J G I�aT'5 'T N 1 S Y - cV I MROP bAR 457 0 vVlS� F'olUl t.IC� FA P7- N 2.6 2" AS R QV-Q I ITipf lea dI..W. t�E' A. r,, COL, AbGNE C©L A50VE t`+ 22 I Tr'-+I5 a,�,A . _ '� _ - F ��K�A�� X07. � - - � � - ^ , w 12x 1a 2.4 1 10 TS 4x4�x /4 (Z,.D YP 4 l T � j { IC7 Q N= �7AP, JETS. Ft7 R �1; ❑ N � �. a:,,. x f ', -- --••-------- ._ _� TYP, s g I INDIC X.TE5 CIOL.S. PART1 i IG�tiI A r%rAC.HM Nr N r �ZZ; `Q �v° �,ni , 2 ` 2 4 0 22. I 20 N 40 F. 2' .40 �Dtv . TC> 5EC.0?_ID ALI-c Su PPL`t' ADDI 1 - . ,r N FLooR C7iNL� TI0NAt_ ejAP'� JSTS. N In 1� or.0. WALL. IGEP`► WHEK� • i ' 7 TY� N ' rjT/Z x NOTE. AeAl, 0r4 L`T' PAP, 1 T"� N'�' A► �/E I N DI CAT F_S �L5 N , 7,4V,LEDGE 5LW 4/Z,•• ko ) ; Ap1•C.H , PO R I.C FDN TO F�C7�7I' S = 21.2 It, 122 2 ❑ 04. 20. 4 N 0 0 r - � �, 12%,14 12x l 20. o• - - El 0 20.6 AUG 0 'I� r STEP WA�sr.. ( 1. 5 �hsrd vvmngarm coneultwft X44•.✓ln5.�'.jlnFylS �� ,` ";� x So 1 FLOOR DECK PROPERTIES ' x `2'-� '` q SHIM E7WN. 5AR X575. 9/ 16" - 26 GAGE METAL DECK !9.5 p 3 w/ Ts 21/Z A- 2'/z x '/4 0s4 W 1<0 51 w 12 x 14 _ _ 4 2 0 ,C7. G6.. 19 1 tD ( ! 25 - Z" Z I MIN = . 01 3 I N 20- `h 12 I W l2xk4 � I4.x2�� 2 xI4 �;� 21 44 `.�� WlCox31 �X EK "s Ar 19 'sTE P WA LL ` lv 8 TY P, _- N---- - m l 9 14 k B W, ^ I 3'-D 4„ 4`- 2' -O El -may ,� � ,, i I,_a d- N / N SHIM 5r , 18 x � 5G YP C' '� r Tr 4. PILASTER A N N � i2H b222_Cs � Liz % 1 �Z • '/'� � ! - N _ - e�Rac�. - ----- - 1 - - - -- - 1 17.3 6LW 3 - czp N \114x22 - 3'•O 2'-O 2'-O �.� N • • , i ' I r I A0Oeaw,ngs ano wraren rnaeer,ar appearing nere,n carrslNUM Ine orgnal and unpubksnea work OPE W '2 X�' W8 x 10 W 14x 22 W 14„2.z _ �� of the arch sect and the same may not be•dupl,cated used or drsclo6W without me wnnen - - - - - - 17 y consent al the architect N N V a El 7 a� WESTIN a16.4 i x N - ��` ❑ w4x2� ---- - - - 16 PLAZA BUILDING 15 PHASE 1I• 1 (I 31 `- > ❑ VAIL, COLORADO 19`- 0 5'-IO��Z ID'/.` 11go` -7'/2 14'- 0 +a' - ,1 Imo' - 7'- 7 '/w IZ-0 3`-C7 14- � 2ND FLOOR -FRAMING M M.2 N.2 N.6 N.9 P P.o P.4 Q Q.3 0.8 0.9 R R.5 S T OU PLAN, SECOND FLOOR FRAMING PLAN 18" _ 11-o . NOTES: I. T.O. STEEL = 125'-3 U.O.N BY (XX'-x) . fr �+ 0 2. �� INDICATES X-BRACING. FOR SPLICE BETWEEN LEVELS RE: 13/S6. USE C9 x 13.4 U.O.N. AT LEVEL 2 3. ❑ INDICATES COLUMN TYPE. RE: SCHEDULE ON S2. 6310 S3 PNAfsE I M MA M.6 N N,4 0.3 P.I P.2 P.3 P.6 P.8 Q Q.6 Q.7 R R,4 R.5 S T U W X Y GRID L�1.lE 5- 19`- G 4`- V-O °1, - 32/4 ItD` -1'/4 I�•�'/P to- o S'•4'12 4-71h b516 s•-4%8 I` - 3 1 I I 1 0.7 R 4 d` t: 139`• N Q' x x 4 x �/4 HANGING GOL, Aw. WI x I4 3�• 3 w 12 1A. ` WI� >< 31 W14 3 2 _ _ - 3 2 29.I W Zit I w12x14 x Z6o wlZ,c 19 w I K I.c tl39'-6 IP -Co (13 1`-Co ) I+,q • Co {13�!` N 3I N N I 31 ` ` -- w 3 L I 51h - to`BENT f� sl GO hi Y, ' n �a0 --.- _ � � ' T 5 COL- Amy, (4-IAI.�G!NGS � 14H4 L° -c9 x ,^y 14 N IQH4 @4 -O N �N s7 30 x Io (1 �,s•. 5'Iz ) - s� s� 4 X . N _. w - m 20 H@ A•`• W 0 �y, d d pt I 29 8 R , ?/ �ry - I to I 2, VS2G' x o ' � X N �+ �� 29.6 •` wlsx 19 A% I N N IShl6�4 -o x 0I t- 2,5\15,4 @ 2'-� n: 0 57 x � T54%-4 I - 4' "� x G'3 x 4. X- PR AC NG - 9.2 HAN6ING COL. , c 1N�4 x 5'S SLOPE � _ GAG•-114 aH +� (135,t/4/2) _ '�W12 ,c22 ( 43`- b) d 3 •� ` 1 x (� T..4x4x N \D pt+ . W 1 29 COL", AQV, - 89 ��+ (L PHok<)F- 26.8 TWI2 r 'LG (l43'-O} � r,� , � GRIp L.tNE I VAH'5@ 4.p 6H"5�4'-O N d OPCr\l x r 7 A.A�"V +�A�NGltiicS '••� --- T'rPE �A RaOG JEGK �. er T,O, .ST 0 G L. . �' / YY�2x 2�(Ia3`-G) x N_ �' .� - _ 28.6 �` wI� ><31 - T5 4 ,� .4 �4 wIP1x35(1d3'-B) iYti :t pi �_ 1 I*AP+GING CflL„ W x -are 7' ~ �2� d N�� SL.CP�. - 5 /2 ar rL X G2 4.3'-sS� 17 ) 17 27.PJ 22 H G @�4-O •r 4 Q. r7 �f� d t W z - •' _ 0 ' x 4 % ? � 3 SCo G3x4, I A-BRA.'-1s4 Sao x a N 22H7¢ o �� N 5. 1 rr '� I TS GOL, Ab� W21 x44 ( i45' -8) 1 WZI 4 x IN 12'% Iq m � � Q D 2 TS e4 /A m W12xla W12 14 K �t�2 1 ya N 57 HA GIr+ cap., = N '� � N rn N z ; - 26. - - - - ---- 26.5 x TS44x1/4 Wi2x Iq \ I N i�ANG I N G GOL W 2 i 2.51154@ 2`- �' F ! S7 ro i \ { N 1 r I 7`b4x 4x 0/4 4 ."4 x W ry x 3 HANGING COL. \ � 3 b L. � �N S7 } ; fi ' I ( 13'5`-5'/Z)_ r T5 GOL, af*ry ---- W12 >< 22 1 ; 4 E- .. (4 LOG. ) � � � . x 1[1 i HI 4`-O 17 �� �AI�s��iG 1.!� `•I x� i I T ++a -4 I ) N v r , �,� N y.3 3`_g r. - - _- - - ......_. ..-- -- - 26 �/s2� 2G w Z7 x � 5. 'r FRA� w IG x 3l I --- �' 22. .. :i4-.� _ _� - r ' 25.1 \ " +4C �/ 1 Q' - T ® 4 -O ji N eC 5L-OPE .. S�.OPE ,. I 3 ' 0 ( � _� Q - - 1 57 y. �` W �� r.C�, ASpvpti -� i x 24. _� _ - - >~ K - _.y._ .. .. __..._. ........__..- 1 24.5 � N 20H 70' 4'-0 ttPH9 +�4''=% ri ( 1�Ar lv1!� L L. i Q N rIl i r 7 p � F �� ( ! 1 -`A tN In � tP 24HII � 4'-D t ` , 9 � fN � aK ',f 3 t ± � r vv12x IQ w�toxSl x 0 , c�� Aw, $t-w z "` ----- /�CoR ' R Sta��Or�T Z' t _ - x t �+ g v S I d1' I a 15`-5 /L) Z Z 4 S7 _ - Z S 7 T " 22. BH3?4 -o ; �' r t t� in ! >•� 4 �� 4 I M 2, vs�� z'-� 57 Y I HAt•1Gi G OL, h -,� Q �v - K 4 3�`- /Z) _ - 9 4 Al�v.l w a { _ Q1 H U 9� •�_: N S7 5� .� 2GH9@ i tf 1 go t_�1 H4ti Ihr� tray, - . - - 22 6 ' N � ELI I r� w z l x -� W 33 x 1 Ig w 12 x 19 W 2 7 x 47 5 P*I' N RA�Y1 '� -� �, T S :�0 A E v, '-A Ip Q I ? s U F�GGF TRLJS� 4C� . _. �0 x bE'.A s7 12N3 �4'-0 T54rc4 Q. 57 u i5 I,., r N x vV�. 14H4d04`- H9 W 4'-D ! N WI� x 14 W �x2G Zx l x 57 W 12 x 1 �� a I u r N N n 0 ll02'-IG'/1 ,�- m �" 1 19 3 24 rr� 4`-o _;� 2 H '� 4'-o %%,' >< a'/zN W12x49 91 N , L N -- F• D , x W 2 I s<.tf.4 3L0PE -I WI X1� 21.2 MEZZ . FRAMING PLAN = - o 20. 1 ' 22N& I W-D 0 \Lx ,?� a� �30�c�; o 57 �} 3 wl 14 W 2 x 19 - ' \ ' Q + \ o _ .. ..__._.. _.. .__...- _ -.... . .. NOTES: 1. FLOOR SLAB SHALL BE 3 1/2 NORMAL WEIGHT CONCRETE SLAB W 12 x IA fi; _-� - f 20.6 tl 0 3 +`� vl j ��� �� , ' % ON 1/2"-24 GAGE METAL DECK. REINF. w/6x6-W2. 1 x W2.1 a o[ 14H4 0 4'-p �; 0 i W.W.F. RE: S3 FOR DECK PROPERTIES. idH50 4'-0 , - 1 �-- _ ___ Q? n Q , I x 2. ( } DENOTES T.O. STEEL ELEVATION. AVG 1 0 1987 1 @ 4-0� N $ 0 - r 3. �� DENOTES X-BRACING. �. +�, � tt � � •� I RIcha.a Wsingsrdt Consultants � 3 1422 - 20 w 19.5 - - IaH �4`-0 14o:t / W 12 x 14 + W1�4x 22 W18n35 W14 x 2 W14x2�. tom' jl4b - 9) TYP, g J e0 fill I s� J l 2 �� $7 '� i 11 THIS 6R!I� d - 0 17.6 3 2OHC D 5 7 � 9 � 0 0 = 0 x � 57 Q ?t XK , � I � d x Z 1 � - _ _ - 14H40 `-O � _.._ --- - 17.3 W14 % 22 W12,c IQ 2>R Iq W14x22 1MTWF_CN .w1�T5 _ - - �7) R )TYP THI aw N r 150 To�' �QH Rr ARtrJ/a 12, -y, i:p . • • . • . op W 7 Y, 5 4, 5 AN araWmgs and written material appearing herein constitute the orKrnat and un"isneo wot% Gt. i 7 �-4:. O �'=� S T �9 r Of the archllect and the same may not Ite-dupbcated u5w or disclosed without the wnll@n consent of the archltecl 16.4 - _ wlzxl� _ 16 I 14 Cs4 -O Gx4x1/4 e - - � .. 7 LINE OF EDGE .- W 14 %za p�cK t . . WESTIN _ .. 15 wT7x4I } PLAZA BUILDING . PHASE 11 5•- 10/2 Ira' - 7'/2 44 -O L4 -O Ism - 3 6 -4 /Z IC - p 3 A. ro VAIL, COL09ADO AANE,-_ G` ig' - c O 32 -O 3�7 -O A -r.� ro4 -O M M. N.2 N.6 N.9 P P. P,4 Q Q.3 0.8 0.9 R R.5 S T U ROOF FRAMING PLAN ROOF FRAMING PLAN _ 1 /8"= 1 ' -o TRUSS DIAGRAM N.T.S. NOTES: 1. ROOF DECK SHALL BE 1 1/2" 22 GA. WIDE RIB METAL DECK. U.O.N. Ni�7T'E5: I, TR_��` -4:%.4-.. .: A Ga :;� 22, a A---V 2ro. b ROOF DECK PROPERTIES 2, ( ) DENOTES T.O. STEEL ELEVATION 3. r+-� INDICATES DIRECTION OF ROOF DECK SPAN , A 1 1/2°-22 GA. I = .167in4 S = .194in3 4. RE: ARCH FOR CHIMNEY & ROOF HATCH OPENINGS. 5. PROVIDE SHEAR CONNECTION FOR REACTION WHERE SHOWN. 1/ S 1 0 0 1 1/2"-24 GA. I = .129in4 S = .15in3 6. ® INDICATES 3 1/2" NORMAL WEIGHT CONC SLAB (TOTAL THICKN . ON 1 1/2"-24 GA. METAL DECK. REINF. w/6x6-W2.1 x W2.1 W.W.F. FB 6310 I_ TO � L1�lE CF GURIS WALt.. 6 L0'r g�YC7 N D. EL E�/AT i Q f•1 VAF?IES, RE S PLASH, Ex157, OR NEW PAVER P}r : P L.A u S�` 7.P...6R_ b1"1, - - - - _ '/z" x i '-O A5 R�A'D, SLAB N,1,G. - - .' PL.4N � e T T 5. AS F?ED' < S,-O Gv� D RE. PL•A.N CO+VG. FLR STEEL Tup,E COL. - I'- Ca f RE ; PLAN RE'' PLAN 5 x I-co e 2= co ; HOLD DOWN SLAG MR - ---I RE: 5CHED, FOR COL♦ I I ARGN. Pp►vERS f 1\ �t DASE ft 5 '—0 1 I 3--m A rims (s V TOP r' I Cow c, L �!'! W W.F. I C 5 A0 sl 4 � I,Z~ ,,� 5'f L # '/z •a. ,i o -9 ON a. EA. 5`OLT PAR• EMBED p,E PLAN �� E 1b" TYP, STEEL. TU1bE c�L.•. _ b x _j 15%Co C°: 1'2'' ALT ri 1;. I OHooK 5 - e G x , OVER ', � � J ' RE rI.AIN /i. � / .. I`- 4 14 5'-O GRADE ICBM. �i PILASTER RE11v�, wr6- - ; PLrb.l� J RE ', PL A N FOR RE!N F, *g 4 TIES Q 1'Zt' Z LAT 01 1 XA01 Igo• %0 foM H0015 ON VERT. I I f ..1 T, Z TAL .yd 9 0 - c .' 9 DOWELS IN FOO'T1NCa. T,D• - Z - +� 5 `^�/STD 90° HK Ga � J ° ' a' 1 J W, Ws P. ' FT6 TO WALL, EXTE+`ID 3-0 f. AV FIL �/1l// 1 ; , Q '• —. '.� t• I ° per. o FT6, RE :!PLAN FOR w °• /` /// 6 •,° SIZE . RLINF, = u �. C • ° �' .� a, \ I p'6O O ,r. G R�. �VH B0. Lill °° ' . ` �"sCT, GRADE PM BAI�b. �\\ � � •J / •/ ' I RE, >:TG SCHED, Pr+E: For,�Tl N4 SC,N E 17 SECTION 3/4" = 1'-o SECTION 3/4" = 1'-0 c SECTION 3/4" _ P-0 SECT ION 3/4" = 1'-0 SECT ION 3/4" = I'-0 13 J 5 1 FriE: PLAN 2D.5 RE: PLAN i 4-L T.d Pf�.45•TE3'i ...._-�~---- ------._._ T 5, COL-, RE, PLAN �.�... Z- �t 4 x GOVT 4F TOr. RE: PLAN RE, 9/515 FGR X-bRAC.ED Col. PETA+ �S, NaT 2'-O SLvpES • RE: PLAN RE PL ALl �� WALL � C=+E• PLAf•l 1/20, ISO, �T , � � Fr � *9 VERT Ea,s i"E Ga .` • l0 „ g4Tl 4� IVY ° E .. i RS: P LAf�I K , N - -r \� o O'. r RE PL At-4 C �\ 2 +5 HORI Z, o ilk I�'?E, 10LA� �< �� o��..� ° OiJC, :�:-Ae ¢ PAY i,e'. I� Mc PL*N y 4 ' 5 12 VFSR'r; \� � �• ._ �' L I`4F- Cr- GRADE CEAM 1 � ' ��-ro o ( 12 >< .a•-c) G 12 - 4 15 AL•T H K X ~ ° . ! �E: PL.AN FOPS ts-1, RL; pLAN /`\\�%�`� W-4 STIRRUPS Ls t5" ' - '--- WATER SToP, Rty: ARCH 0. oZ_... IPQT• PLAN G, RE; 2" 1 ] �] SECTION 3/4" = I'-o 141 SECTION 3/4"= 1'-o SECTION 3/411 = 1'-0 SECTION 3/4" = i'-o SECTION 3/4" = 1'-0 l �� RE . I�-.A S , RE' PLAN �-- ,5 x trMe L .,,141•bT 75 Cot,.u►"1 w I , F�,E 1 I°L.A i►tl 6r 5L. 4 k FOR TO fit A ---�L.iN is pF W�4►..a,. ISEYC7NCJ L A u 4 w '/4 A C O HT. / /. I " be CAO�+T WA+..L FOR T.0 . WALL �l : w/ '/�" 0 x �" H.A.S � 2 -� sc Co H,A . S. t-JI`-1 RE'. PLys.N 2' p o -- J5T BgCm , 2`'(CL Z- CA x CANT• �.. a• ° O � VARIES._gE: � PSfE PLAN I-rc>P C7F WALL SFGT � I I FLFR PLAN \. _ r'a i0" WGR�Z. �, ` S @ !'z`• __ -- --- - - - _ - P)E • PLAN v Iso ni A1�G 101 I ,, C (• 'o fir, � X .�r 11i ♦ i , / , v z * � a 12� VERT X40 IGt.`" ;} Pi LA 57 PER w/4 *8 , _ v/2. --_—__ -- - '� � VERT. "'/5TO 900 1-1 K \ I ` a ►m`. \`�' \�: •, a wTI RRUI1'S m t G•` ` '/ P'►+ : F'l.A N o p Rfth&rd T,D P1 L• \ ° r _., .�__—_�_.. �er/ — •G 1 )C I`- _j e .� L:.+ Prnine+onr Engineers ers ' UA RE PL A_ +•,I �� , A \ rfaw- (A L.-T. H K RE;PLASM - � RE; PLAN / / •• i � .. �' ' , ,' \� 1u�u�����,� LLl .0 � '� o. �+=: FTC SGHftD, ! 60 •tom. RE , PL,a.N :=OR �'ooT;SIG Q ° . \\\ RC- ' F'TCA, d5;,C H I !�\v .t a, I %�' GELLTEI� �._ .. .. .__.. �L-� WA L-L . i Ci a rr r rr i rr r i� i SECTION 3/4' = f - o SECTION 3/4 = I - o SECT 10 N 3/4 = I -o SECTION 3/4 = - o SECTION 3/4 ! p Ail drawings and written material a y not ng huram conatnusa the ag ift and ungrtWste wn0a ]� _ •r Of the architect.am the 5attle may not be•d11pltCaled'Peed Or dte6tOtiek N•th04t t11e WntNn 11 t:0115er1t Of th@ OrChHBCt RE- PLAN sTRUCT. 5LA.es WESTIN - T, 5, COL RE: PLAN w/ c 4 W A`-4 tp. G. PLAZA� BUILDING '. ----- N E,AG I-a V.IA� I 7 ;__PI_r4N RE c P�.A rr '-- i�,E: R E: Ai�C-M• _. a RE, °x/55 ;OR -- -- - }��•+-.. e� PLAN FC7R+ WATlrg �rL !`.7Q. .,JC7INLT TT�P e� Az BRACING FE 4 07MZPR PP,OC=I=1t-4 C1 PHASE j� N FaRMATi01,1 'N1C�T AT S+�'` • 5�G'T PE% �HDW V 4 A 8, d 4 ToP 0 ILs �,EPoRT VAIL, COL09ADO , A # 6 O I RIV E;i 5 RE RGH \\ , T - RE' 1�M'_fWAY HCDP%I a �►, F>aC,.E pi LAS E R PLAN FOFZ a f!✓I EN 5lQN S c - 4"C,0 N C, 5L.A5 ra"�.'E+,'. rig•!:''" ° C M \ 5TEM Wa�.L b N TER � # I Ce'� I -0 T.O. Pi 9 �/E RT EA♦ FACE® .G ` '-- - v •4 Z \' s a —I I.�PTEp AT COL-LJMNS �� 0 �' - PLAN / L r I GYJ- t0 - #P 4 S ICA'' I Co , e . 4 ,. ;.: W.W. �... U R E: AfRic, FaF� ° '� , •, . � ,' •� RE; CLAN Fo1R t=TG, �s PLAN `�;�� � , . .;� e. • •y . � e - _ "'IS-4 ST IRFRUPZ r V' - k { / / ►T ; • l d a' .I • /%?' •_°r. r— � e, t' .a • '' T w rL 1 ■0 4 Al 4@ I=0 EXT 2=Ca + r 1 y r i 20 SECTION 3/4 ' " = -o SECTION 3/4" = i'-o SECTION 3/4" _ � '-o SECTION 3/4 " = �'- o SECTION 3/4" _ �`- o ]� . T.C7,STL. FSE; PL^W E5 DECK R -T.O, 3T L.. gE,F�Lr� STL. P M S. R E; 2A"TGTAL TYP �& 12 S?EEL. CoLL3t%l N 1p RE PLAN , \ dill � .., JOLT ti RE: PL-AN 1 \ - 57'L, M .R JSTS (R E; 1 RE- PLAN i � ,� � PLAI�l7 W/ Z -yZ `' G� .,, . . .p. . I . .b•.•-X- P.5 R,�G 11JCa �� C H A Iv+�E L F E: PL A tJ P.ac�T °-'� ', I' a r. fig'' S�'I�F, I� Cx;10Fz, a.7iJPFbKT I PIE% PLAN 14t=)L ES STEEL F, �A M I I C-4I V71 S-4CZ1 �T'L, 5 NI, �E P LAr� I N S','L , BEAM RE PLAN � _ Sx 1571 1..lC� .FZ JSTS. - - ST EE L J15T. F;E . P L A.-N I \\ \ 1 `�P+�; F�L.A S-1 \ I 67L, R�Er►MS .iii ��;Ke: PL ......, 1STI t�1Ca TL � . P:E. LA.NJ 12' x AS REG! D P'tA'T E b`-L \,V 4. ,; I 314 4 250 L.T'� /Z ROD @ COL-, ,.. :7 TEE L. GOL. LIMN i DECK %&FI y2 GAp 0. x- GRACE 5P't.10E LEVZL I 'ro LF-vF-L 2 EL,= 1164-S/Z r_T5 C-r`eR FOB I 11 S ECT I ON 3/4" = 1'-o SECTION 3/4" = 1'- 0 SECTION ON 3/4" = 1'-o SECTION 3/4" �`-o SECT ION 3/4" = 1'-0 13 J 1 5 3_ O RL: PLAN RED PLAN { t - I RES PLAN I tZ Fi E'. PLAN GCS N Lr. 5 L. �►,P� b ,c GA10C-A.C-06LJRE L GCE : Pl i .���-STS.. BEAM ^- RE, PLAN IV- PIP1 a 3 F, P .&. IE N /8 ST F L T A _ r L I D x sr 2 2 � � I-rl ATrAC H To ROOF I FL00R J0157 1SE; P1..AN W F IMAM I N+;q 1/411 STIVIV Ft E; CAP PL. CAP FE � E,x P�+.N D E D MTL, bat-TS I R.ATI N� 2 ►SO I 75, Pew' P-AN PIPE COL. - L 4 x 4 x V.4 x GON T. 5HEAP PL.A� FOR CONNECTION P CATWALK FRAMING SECTION NC7TE Oi1E: A0;GrN . XOM L0G4."TICpNl "C" S=GTION, RE'. PLMI IN G P,1 `1%W CA iv PA.r m OA S Fs GO N D ;-LcaO h-, l ; SECTION 3/4" = 1'-0 t SECTION 3/411= 1'-0 SECTION 3/4" = 1'-0 SECTION 3/4" = 1'-0 2 SECTION 3/4" = 1'-0 1 � � ----...----- -- - - --- _ _--- - _ X - F5RAGE p,S PLAN ARE', pL-Ati RE; P-*N 1 �L70� Ift 9--11 M. ------ I2"' R PLAN - �;.A'* 90 0; bEAM.'S ---- I /4 k I W 10 E R T H A 1J PLAN c_.oL . k AS : LT 7 W� fl L 5 *c Ci k o �,�. .� C,0KJT, �J 2 3- %I`• gT1 FF, F�.`5 F- A, rcl1Drz T'�P a x. 6RAcwED GC7f`1G. -�pPPINCa _.�- L LOC,A►71 C>Sj 5 e L,d.i3 W/ W.VN.P. '� -�-------� 3 " � BoI.TS - I , 1,V2 I" W1 DI P, THAN .. , a .4• P I�t L D lEc�. 1� 1 W/ C, - 514 " ca PSo L-T5 ' 41 TS 4 x 4 K SL ^T ._.01...Ate: RE^`D ¢ -AUG r 6,aT 5T E S L J r715T -4.11 L I HAtii6ING C0 L, � I IZ"x I = t7 6,5 RE Q D. � Pti!! PL.a N I I T,p, 5'L• 'O , I 2 12 hard Weingardt Ccnnultents e I I Richard. ,,,, ul 3EAM•v RE PLAN * - _.�. rb►T GE.N T R v F J=L_46., IV ,~ p-;,RAG E 11 14 TOTAL 'TYP, 16" TOTAL EEI� LEVEE. Z To 3�/8 g•% 'FOP LEVEL RC20F I er Z I , i 1. ...._ - -.... -; DOOR SupT V-15 n1GTE ' FOP, NOTE . ROO>= irRAM1NG OMIT"rED FbR DENOTED 1 ,Z, 3 ONl X-' CLARITY, RE', 9/67 �R ADD1T10htAL P�s�AGED I'Z/ READ SGI�ED, o,.l 12/sv I►vFO�tMATION, ' 1 , SECTION 3/4" = 1'-0 15 SECTION 3/4"- 1 ' 0 SECTION 3/4 1'-0 SECTION 3/4" - 1 '-0 S ECT I O N 3/4 1'-0 01ltlraw�ngs ana nd the maffm may not ighere+ntonsulseclof taclosanounput the wnuw of the archrtech and tfie carne may not ds•13upticatea u15e0 ar tlracbsea withqut tyre wnnitrn consent of the architeCt VESTIN ' 57 Er=L C :o L'-i l�1 r•4 PLAIzA BUILD NG ' 5/51 FOR ADOIT+Ot%IA )tiM0 T RGOr~' FRAW; 4G � � I '� f FEE: Pt_Ars RE , FLA1-1 PHASE 11 PEEAN I ! l . FP L. L 3 /Z x 4 b Lam. w. 1 GQtiIG . I~Loop, P,E. PL�►N ' * � —� 3 K GOB T• T F4E' F'LAI-e ,L, II _ VAIL COLORADO GO 1`,J C.. GJ ir. PJ W/ � ���I � .�� =�= =, -+' .r,w-��_ P,�A!`:•� ,-,��,T,'.� A 2 KICKER WELD ,' 1 ----------- _I TO 70P CH4mD OF IR00 " . .. � • 3l'�" CIOL'�S TiO, I i 59AM _oo j PIMA N e7:. JCDIs s 2N D FLOOR SECTIONS Ul S, 4 u 4 x'/4 HA$445IN46 COL, !01ST, E, �.Ar.I MEMBER FORCE SCHEDULE 1 2 3 g S +T PLATS t �-- sTEE1� 25IcAi1, P�„AN Q to 1'!. 3 on 19 +80k -58 +100 �� 3/a S7IFFEN1r�iG1 F� S ....._ 17.6 to 20 on $ +40k -36 +73 �� J L �'SuP�R''" � z Lac�•TIONS) 29.2 to 29.6 on S +40k -36 +73 ------ RE" f L.A.- I \ \ L 4 K 4 x I/.t x o'-G a EA, J ST, 30 to 31 on Q.7 +40k -36 +73 1;�d-$- \ N.2 to N.6 on 20.5 +55 -47 +95 3I V V� �o1ST, R�; I�LA�l 23.8 to 26. 1 on M.4 - -68 ROOF +80 . - -- --- - - 311�%' K 4•' K o`- 8 N to 0.3 on 32 - -68 -ROOF +80 NOTE: FORCES ARE REDUCED 1/3 FOR WIND LOADING. r r • - + INDICATES TENSION INDICATES COMPRESSION r 20 SECTION 3/4 Ir - t II - r- a:r - it = 1-0 rl w a_ S - - 6 . I -0 SECTION 3/4 - 1 0 SECTION 3/ . - 1 -o SECTION 3/4 1 -0 t� SECTION 3/4 1 0 1 � �3 h TAP, 1 Z (p E" LAN E'. PLAN S _ -,--- M ETA L D ECK '• fN � ST L. ,J TS R�% PLAN � T, a, �TE�t... ._ _'"- RE; PLAN RiE T,O. coNC, SL.OPCS LA t A Lr P_a eAl%-1 5 `T O. 5'T E E L P�E P LA 5'�"E. L .J 10$5T5 T O. 5T E E L e I P�E PLAN O,E; PLAN PNE PLAN P,E: PI�.IVT ref FLAW y2 GA• T C.vL Li s-j w - 'aTEEI- EZAt*-i PLA►`I �B .. �-1 F�, F� 7,.°'. S L.T 5 LC7P ZS.J- I � -__-.- STEEL a EA fyl � • r � � I T 5. GO L_. ;�E.' PLAN -- -� �--�-- I lI 7, �, GO L : R�.`. �-• ! \ I _.�,SLOPING, 4,...A1 �SEL OVV I �2� el-'l. 5E.4"T I I TOP GE--tpP -�C. STEEL 5�.+�-rte SECTION A-A Rte. PLAN 1 1f i SECTION _ 3/4" = I ' - o SECTION 3 /4" = I ' - 0 SECTION 3/4" = 1' - 0 SECTION 3/4 " = 1' - 0 SECTION 3/4" = I ' - 0 l � l � 5 RE 4jLOPIr1JC;;1 F3OC--:)I= T.O. STEEL PLAN TO bLAe> SLOPCI "..JOIST F. E; FL,�r-: JSTS . RE PLAN I Z- 12 F� E,r' I � I - Co I • � i TA.L DECK ~ (T`�p) i l �L.A-r �OaM�a �r�. PrE: PLAN �4E : PL.AEai RE : Pl.�y T`1i P 1 T. 4 3 x 2 x 3/I4V' DEG K \ 95UPPOP,T L 4 x 4 K %a t 1% 2 C.A,.P err �L© F'I N !D`7R S� STEEL JST W/ Ca M P+C- , O. ST E EL- E X'T E I•► D E c E ti► IO T O 5-T E E � ' I STEEL Fi E, P LA N _.. --- I I P LA.iV T, 0, =57 E E ►_R E . P L AN R P SECTION A-a , STIr�Lr �, E�.hI _ - . - S E- T EL P EA P-1 f �RE . PLAN � SL.cO P1tjc= E5 E,4. -'I TYP. EA, END 3 �•-4 EAR GC7 N N EG�c7 N L. 4 k 4 x. 14 K I G K E P. �'jT ELF E�E�*M'S II �' F,a►f�R1C.d►TIC�ti TOP CI-1oF2,D oF' JST. PtiE: FP L.AN I II NCT E'• P5 cc>F- GEC:.K , OMIT-reO FOR C.LAFZiTY. 1 SECTION 3/4 " = 1 ` - 0 111 SECTION 3/4 = 1'- 0 SECTION 3/4 " = 1 ' - 0 SECTION 3/4" 1'-o SECTION 3/4" 1'- o Cl Z 1 T.O. 5-TEEL I%- T,Ah, C.A.P ac cro NT. E ST E E Lr J 5Tt). - E•. T,4. dzT E. EL P'ie% PLAN SLOPES E: PLAN T. S. -x4x15 � \ Rpl��►F t� '. RE: FLAM/4 Ft EA.ewo Look. J � P4r 01- 5TEEL_ 12 x 12 TY P. p-4 I r II AT ALL CORNET;S f I J T 5 . 5T+l.. D C:.0 L.. PRO D E. F F71-)LL -� CA PAG a T'�' OF T 4►, 4 me 4 x ya C40 s. T n. 5� t� g F f=L ookk r� Fes,voF �'R LJ55 N T AUG 419e7 r I LP EJ1►. C-H 1"N E.Y� rZ E P LA►IV I /• E t ' 7 5, Co L. r T, O. �EEL.. I P L fL •..,rte 's., - I gE AN e ENT F RANI E Mchard wsl ndt Commultant y T. O, STEEL- �F}�•M. FSE: PLAN ul arotessona�[:nMiPlrr.r�a I 1 , r I I rA " +�B C r-s N ET PRAh I N C-0 t��E F'e P t.L C e co. r, RoU Nv ►•l F es►M' I 4 - E50 LTS p-^^ PSc;ioF CFC 5 U A f"�'c7 PIT R u� f R LI'�- I T.E: PEA N M N e>e-- NT I }'�Z" C.A.P PLATE � 4E. 5• Go L , `^�/ of JST. P PLAN H Ay.J I N C� GO N N . R E : PLAN J WS x 10 TYP. �4 PEG CHIMNE'li �4 1 1 -r-lb, t .t�L• RE . PLAr.i VEST. C"OKO 01M. � r Ali drawings and written material appearing herein constitute the original and unpuChsh•d work a SECTION 3/4"= I'- 0 1 SECTION 3/41 = 1' 0 SECTION 3/4" = 1 ' 0 SECTION 3/4 " = 1 ` - o SECTION 3/4 "= 1' -o of the tot th ct-and the same may not ta�duptpcaled used or drsGOSea*ghoul the wntten � � � � � consent of the architect 3 . WE.STIN _ ST t L,. "..I Ca t i Q PLAZA BUILDING 7 1, /�.',.: 'g � 6 HORD yt �Ffi N C.�I lk T. O N . S LOPES . . . Go C.PL�iEV PHASE 11 'T ..� C _...+� P LA �l E Fz,E D t►-1 Ca T Y P I VAIL, COLORADO Pale ', I II ROOF SECTIONS a 1 I I I-a IE/a R G O NN. C. x 4 x I ! 19 4- y F.�e Imo, ( T-T P, K I GKE F?, ATTAG H TC� L TOP GH0P10 OF 'TEFL ��AfyE �a ./ � E.d►M �I�I..r I G E� err EE L. P EA.M . C.O L. U I-1 1V R 9' PLAI N 3 14 = y -0 . I M 6314 • OZ L. D �+►C.�+. tL r—'Ter'P 2 SECTION 3/4" = 1 '- o 12. SECTION 3/4" 1 -0 SECTION 3/4" = 1 ' - 0 = ' SECTION 3/4" , 1 '- 0 SECTION 3/4"= 1 '- 0 } �3