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Cascade Village (19)
I• N S g R ADMINISTRATIVE MAR L OATI N INFORMATION a o I . BUILDING CODE NAME AND ISSUE DATE: 1985 UNIFORM BUILDING CODE; 1985 UNIFORM MECHANICAL CODE; 1985 UNIFORM PLUMBING CODE WITH 1982 SUPPLEMENT; 1984 NATIONAL ELECTRIC CODE; 1985 UNIFORM FIRE CODE INTERSTATE HIGHWAY 70 ZONING CODE NAME AND ISSUE DATE: TOWN OF VAIL ZONING CODE 1965 ZONE GROUP; SPECIAL DEVELOPMENT DISTRICT 4 F RONTA GE R A OCCUPANCY GROUP: PRINCIPAL OCCUPANCY - A2. 1r OTHER OCCUPANCY - B-2 LIONSHEAD BUILDING CONSTRUCTION TYPE: II-1HR. (WITH FIRE SPRINKLER SUBSTITUTION) ' BUILDING SQUARE FOOTAGE: 35364 G.S.F. WES I IN PLAZA BUI,..LDING CASCADE PLAZA BUILDING PHASE N VILLAGE SITE TERRACE WING WESTIN HOTEL VAIL HOTEL ADDITION PHASE I TOWN OF VAIL PHASL 1 .1 PACKAGE NO.1 ISSUE DATE 8/27/67 CON PROJECT. DIRECTORY 0 .R R N y - Y.Att *A LTD. C� 1Q9bl ro go Road GENERAL NOTES REF. LTDIS 6 (Vail) NOT TO SCALE (303) 892- (Denver 1 . FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. � �' ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT FOR CLARIFICATION. OF 2, ALL INTERIOR PARTITIONS ARE DIMENSIONED TO THE CENTERLINE OF STUD U.O.N. TENANT: WESTIN HOTEL 3. DETAILED DRAWINGS AND LARGER SCALED DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE 1300 Wosthaven Drive DRAWINGS. Vail . CO. 81657 4. EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE OF STUD, 13031 475-7111 ARCHITECT: ROMA DESIGN GROUP 1420 Sutter St. San Francisco . CA. 94109 (415) 775-4350 STRUCTURAL ENGINEER: RICHARD WEINGARDT CONSULTANTS ABBREVIATIONS CREFERENCE & SYMBOLS DRAWING LIST 1401 17th Street Suit s 400 Denver . CO. 80202 13031 292-5722 A ~. A ACOUS ACOUSTICAL F F.A. FIRE ALARM 0 O.A. OVERALL U UNF UNFINISHED REFERENCE LINE A0 . 1 TITLE SHEET , ABBREVIATIONS , LEGENDS , DRAWING LIST MECHANICAL. ELECTRICAL ENGINEER: A.C.T. ACOUSTICAL TILE CEILING F.B. FLAT BAR OBS OBSCURE U.O.N. UNLESS OTHERWISE NOTED 2 1 YODER ENGINEERING 1 SITE N A.D. AREA DRAIN F.B.O. FURNISHED BY OWNER O.C. ON CENTER UR URINAL W{ A1 . PLAN A F.D. FLOOR DRAIN O.D. OUTSIDE DIAMETER , P.O. ox 4 ADJ ADJUS TA BLE AGGR AGGREGATE FDN FOUNDATION OFF OFFICE Benoha�ark Plaza. Ste. 0 • F.E. FIRE EXTINGUISHER OPNG OPENING V V.A.T. VINYL ASBESTOS TILE A2 . 1 GROUND FLOOR PLAN Avon.303) Co, 81 ALT ALTERNATE (3fl3) 949- 1191 ALUM ALUMINUM F.E.C. FIRE EXTINGUISHER CABINET OPP OPPOSITE V.C.T. VINYL COMPOSITION TILE BUILDING SECTION A2 . 2 FIRST FLOOR PLAN APPROX APPROXIMATE F.F. FINISHED FLOOR VERT VERTICAL A SECTION IDENTIFICATION A2 . 3 SECOND FLOOR PLAN ARCH ARCHITECTURAL F.H. FIRE HYDRANT P P.E. PORCELAIN ENAMEL VEST. VESTIBULE A 3 � 4 _�._.._.-_- - ___.- - SHEET WHERE SECTION 1S DRAWN GENERAL CONTRACTOR: ASPH ASPHALT F.H.C. FIRE HOSE CABINET PERF PERFORATED V.PL. VENEER PLASTER A2 . 4 MEZZANINE PLAN G■E.JOHNSON AVG AVERAGE F.H.W.S. FLAT HEAD WOOD SCREW PL PLATE V.W.C. VINYL WALL COVERING A2 . 5 R 0 0 F PLAN P.O. Box 2139 FIN FINISH P . LAM. PLASTIC LAMINATE Colorado Spring$, CO. 80901 FIX FIXTURE PLAS PLASTER WALL SECTION (303)473-5321 B BD BOARD FL. FLOOR PLUMB PLUMBING W W WEST 1 ---..--- - - ---- SECTION IDENTIFICATION A3 . 1 EXTERIOR ELEVATIONS BET BETWEEN FLAS FLASHING PLYWD PLYWOOD W/ WITH A3 . 4 ---- - "'-- SHEET WHERE SECTION IS DRAWN A3 . 2 EXTERIOR ELEVATIONS BITUM BITUMINOUS FLUOR FLUORESCENT P.C. PRE-CAST W.C. WATER CLOSET CIVIL ENGINEER A3 . BLDG BUILDING F.O.C. FACE OF CONCRETE PR PAIR WD WOOD 3 BUILDING SECTIONS EAGLE VALLEY SURVEYING BLK BLOCK F.D.F. FACE OF FINISH PROJ PROJECT W/0 WITHOUT DETAIL IDENTIFICATION A3 . 4 BUILDING SECTIONS 1000 S. Frontage Rood West BLKG BLOCKING F.O.S. FACE OF STUDS PT POINT WP WATERPROOF --- DETAIL NUMBER A3 . 5 BUILDING SECTIONS Suite 102 P.T.D. PAPER TOWEL DISPENSER WIN WINDOW -- -- Vail . CO. 81658 BM SEAM F.O.5HTG. FACE OF SHEATHING SOT BOTTOM FPRF FIREPROOF P.T.D./R COMBINATION PAPER TOWEL WS WEATHERSTRIP A9 , 4 ---.-.... ...-. l-- - SHEET WHERE DETAIL IS DRAWN A3 . 6 WALL SECTIONS (303) 476-4873 B.U. BUILT-UP F.S. FULL SIZE DISPENSER AND RECEPTACLE W.R. WATER RESISTANT �.��� A3 . 7 WALL SECTIONS FT FOOR OR FEET PTN OR PART. PARTITION WSCT WAINSCOT A3 . 8 WALL SECTIONS SOILS ENGINEER ' FTG FOOTING P.T.R. PAPER TOWEL RECEPTACLE WT WEIGHT ROOM IDENTIFICATION CHEN AND ASSOCIATES 96 South Zuni Street G CAB � CABINET FU1ZR FURRING W•W•F• WELDED WIRE FABRIC ROOM NUMBER A4 , 1 DETAIL PLANS - TOILET ROOMS ► STAIRS Denver . CO, e0223 - . C.B. CATCH BASIN FUT FIXTURE 1 __.... --- - --- ---- CENTER TO CENTER 0 QT QUARRY TILE A4 . 2 DETAIL PLANS - MEETING ROOMS , BALLROOM 303) 744-7105 C.C. FLOOR PLAN PLAN/ELEVATION TITLE CEM CEMENT CER CERAMIC G GA GAUGE SCALE : 1 /8"= 1 ' - O=, c.T. CERAMIC TILE GALV GALVANIZED R R RISER A5 . 1 INTERIOR ELEVATIONS GRAB BAR RAD RADIUS A5 . 2 INTERIOR ELEVATIONS AcoU5rtCAL':CONsU�.TANr C. I . CAST IRAN G B MATERIALS CHARLES M. -.OALTE,i ASSOCIATES INC. . C. I .P. CAST IN PLACE GL GLASS R.A.G. RETURN AIR GRILL SECTION/DETAIL TITLE A5 . 3 INTERIOR ELEVATIONS 430 MontgaPory „; C.L. CENTERLINE - GND GROUND R.B. RUBBER BASE SECT 10 N San Francii�'w, 94133 3 1 /2"= 1 . _ 0., (415) 397-04�12' h CLG CEILING GR GRADE R.D. ROOF DRAIN SECTION NUMBER CLKG CAULKING GRA GRANITE REF REFERENCE -- - ----- A6 . 1 REFLECTED CEILING PLAN - FIRST FLOOR CLO CLOSET GSM GALVANIZED SHEET METAL R£FR REFRIGERATOR EARTH A6 . 2 REFLECTED CEILING PLAN - SECOND FLOOR CLR CLEAR GYP GYPSUM REINF REINFORCED 3 INTERIOR ELEVATION LIGHTING c�1s,_.rNr C.O. CLEANOUT REQ REQUIRED �,�'�'••�'••�.•• a GRAVEL WHEEL GERSZT.O :;;� RIEQMAN ASSOC. INC. COL COLUMN RESIL RESILIENT NORTH 2 A5 . 1 4*-_ IDENTIFICATION A7 . 1 STAIR # 1 PLANS , SECTIONS AND DETAILS 12100 Wtlal►:trCi* vd. suite 480 CONC CONCRETE H H B. HOSE BIBB RGTR REGISTER fl.a a o• o.;•a CONCRETE a.. �`_. _-._--_�._........_. ELEVATION NUMBER A7 2 STAIRS AND ELEVATOR PLANS AND SECTIONS Los Ange la'672kyyy�r" 90025 '•a' ';a:a LARGE SCALE (213) 826-`b7 CONQ CONDITION H.C. HOLLOW CORE RM ROOM SHEET WHERE ELEVATIONS ARE DRAWN A7 . 3 STAIR DETAILS CONN CONNECTION HDR HEADER R.O. ROUGH OPENING SMALL RETE SCALE CONSTR CONSTRUCTION HDWD HARDWOOD RWD REDWOOD CONT CONTINUOUS HDWE HARDWARE R.W.L. RAIN WATER LEADER CONCRETE DOOR IDENTIFICATION HOLLOW METAL BLOCK 501 ------- - -- ------ DOOR NUMBER A8 . 1 EXTERIOR DETAILS - ROOF CONTD. CONTINUED H.M. (SEE DOOR SCHEDULE) A8 . 2 EXTERIOR DETAILS - LOGGIA PIERS CORR CORRIDOR HORIZ HORIZONTAL ASPHALT 0.1ab0.�0.�6°,■ i C.P.T. CARPET HR HOUR S S SOUTH A8 . 3 EXTERIOR DETAILS CT5K COUNTERSUNK HGT HEIGHT S.A.G. SUPPLY AIR GRILL SAND FILL WINDOW IDENTIFICATION CNTR COUNTER H.P. HIGH POINT S.B. SOLID BACKING A8 . 4 EXTERIOR DETAILS S. SOLID CORE �f- - �� WINDOW TYPE A8 . 5 EXTERIOR DETAILS CTR CENTER STONE [SEE WINDOW SCHEDULE) S.C.D. SEAT COVER DISPENSER A8 . 6 WINDOW SCHEDULE AND DETAILS I I .D. INSIDE DIAMETER SCHED SCHEDULE METAL INFO INFORMATION S.D. SMOKE DETECTOR (LARGE SCALE) REVISION A8 . 7 WINDOW DETAILS _ .r, D DBL DOUBLE I - L� A8 . 8 EXTERIOR DETAILS BALCONIES � . D.D. DOOR DIMENSION INSUL INSULATION SECT SECTION METAL - , (SMALL SCALE) DEPT. DEPARTMENT INT INTERIOR 5H SHELF to CEILING IDENTIFICATION ' '` DET DETAIL INT.L. INTERIOR LATEX SHR SHOWER CONTINUOUS WOOD $ A9 , 1 DOOR SCHEDULE AND DETAIL D.F. DRINKING FOUNTAIN INTR INTERMEDIATE S.E.D. SEE ELECTRICAL DRAWING CONSTRUCTION , _ __. .._.._.� CEILING HEIGHT ABOVE Al Ora*1 0%and writtenI naterwaopear�n4hereinegnsbtuleImeorpina andunpublished*00 DIA DIAMETER INV INVERT SHT SHEET DISCONTINUOUS 4 FINISH FLOOR A9 . 2 ROOM FINISH SCHEDULE AND PARTITION SCHEDULE 'hp arr..n tp.}anr !re same may not ne Aupirdled Lseo dlsclosen WiF+MuI the yrri}rm `OnSen',fir rhr},ir"-1P-A DIAG DIAGONAL SHTG SHEATHING WOOD BLOCKING A9 . 3 INTERIOR DETAILS - COLUMNS . . . DIM DIMENSION SIM SIMILAR METAL STUD A9 . 4 CEILING DETAILS DISP DISPENSER J JAN JANITOR SL. SLOPE - PARTITION PARTITION IDENTIFICATION DN DOWN JT JOINT S.Mi.D. SEE MECHANICAL DRAWINGS WOOD STUD 2 ----.-. .-,. -- ---- - --- INTERIOR PARTITION TYPE A9 . 5 MISCELLANEOUS DETAILS WESTIN D.C. DOOR OPENING S.M.G. SUSPENDED METAL GRID CLG. PARTITION DR DOOR S.N.D. SANITARY NAPKIN DISPENSER GLASS B EXTERIOR PARTITION TYPE PLAZA BUILDING - DWR. DRAWER K KIT KITCHEN S.N.R. SANITARY NAPKIN RECEPTACLE [LARGE SCALE] - - ~---- -- --- °- DS DOWNSPOUT S.P.D. SEE PLUMBING DRAWINGS GLASS 1 ---- - ---- - - -- SHEET NOTE • , PHASE II � D.S.P. DRY STANDPIPE L LA LABORATORY SPEC SPECIFICATION (SMALL SCALE) DWG DRAWING LAM LAMINATE 5o SQUARE FINISH WOOD - LAV LAVATORY S.S.D. SEE STRUCTURAL DRAWINGS -+ DIMENSION TO CENTERLINE LKR LOCKER S. ST. STAINLESS STEEL PLYWOOD VAIL, COLORADO E E EAST LT LIGHT S. SK. SERVICE SINK ---- - -- DIMENSION TO F . 0 . F . , U . O . N . EA EACH L.P. LOW POINT 5TA STATION PLASTER OR E.B. EXPANSION BOLT STD STANDARD GYPSUM BOARD - - CENTERLINE E.C. EXPOSED CONSTRUCTION STL STEEL TITLE SHEET, EXP'. JT. EXPANSION JOINT M MAX MAXIMUM STOR STORAGE ACOUSTICAL TILE 0 0 0 0 -_ E. ELEVATION M.B. MACHINE BOLT STRL STRUCTURAL --- -- FINISH ELEVATION I N ABBREVIATIONS , ELEC ELECTRICAL M.C. MEDICINE CABINET SUSP SUSPENDED BATT INSULATION SECTION/EL EMER EMERGENCY MECH MECHANICAL sYM SYMMETRICAL .. LEGENDS, ENAM ENAMELED MEMB MEMBRANE - POURED FILL 50 -� NEW OR FINISHED CONTOURS DRAWING LIST ENCL ENCLOSURE MET METAL RIGID INSULATION - - - - 50 _ - - _ EXISTING CONTOURS E.P. ELECTRICAL PANELBOARD MFR MANUFACTURER T T.B. TOWEL BAR EO EQUAL MH MANHOLE L.B.R. TO BE REMOVED . 0000 EQPT EQUIPMENT MIN MINIMUM T.C. TOP OF CURB r FINISH ELEVATION I N PLAN NONE E.W.C. ELECTRIC WATER COOLER MIR MIRROR TEL TELEPHONE EXH EXHAUST MISC MISCELLANEOUS TER TERRAllO 4- FIRE SPRINKLER HEAD EXST OR (E) EXISTING M.O. MASONRY OPENING T&G TONGUE AND GROOVE ❑ SOUARE EXP EXPANSION MTD MOUNTED INK THICK • . r e - EXPO EXPOSED MUL MULLION THR THRE51-1OLO C CHANNEL 6310 AUGUST 25, 1987 EXT EXTERIOR T.P. TOP OF PAVEMENT �, AND T.O.C. TOP OF CONCRETE t - L ANGLE AMS JM N N NORTH - T.P.D. TOILET PAPER DISPENSER [N) NEW TRD TREAD AT N. I .C. NOT IN CONTRACT T.S. TOP SET DIAMETER OR ROUND NO OR x NUMBER T.V. TELEVISION M NOMINAL T.W. TOP OF WALL r PERPENDICULAR A0m 1 NO -� N.T.S. NOT TO SCALE TYP TYPICAL. POUND OR NUMBER � 4 In PACKAGE NO.1 ISSUE DATE 8/27/87 Ot i IEXISTING EDGE OF PAVEMENT + NVESTHAVLN DRIVE J w f EXISTING CON9 GUTTER ~ J ! o TO REMAIN -- - - 1 (� -'� - - -,L v - TRANS FORMER\*PA0 _ — i r `, __ -_ _ \PROP. LINE { � .�RE.xi Lip 1 1;• �1 I 1 I I � t I \ l I 1 RE OVE (E) I 1 �I I O 1 TREE AND I I -� 8 O PATCH —� 6' 1 I _ r 0 1 I TO MI ( I ..�•. I EXISTING I -� f CNIC -- I � BUILDING 1 I I 1 I I � o 1 I 1 i I _ � I I 4 -� � -- Soso i 4 a ! 1 I _ CJ To 5 ur� TNI� I F N o l � t✓ f�U � � � � :'' � � I N �+ G PEA �I LAG-,E s i � Ti rJEs LIP �::#••• L. r 1 EX # ' I Aa � �4� � �T - -�i a � III G � J / P r :: •:•: r_ P oA n / To U PLC r J I �' � I '� Co �Y � P/ f +''1 L .a I u� I I W ., - � t , f - / T EDGE s WES r I i I i 1 R !EIKE?I •.•S ... I a W I I !�!>� W 1 1 .G. 0 �� I i F , � � � :�: �:�:�ii :�:;��i:R;;'�•:.#�.:•1�.4 cony I T•1R � , I i al 17�ou�4 f4 r' r , z. ' WATER FEATURE ' w � a I \� \ I I — 1 I •/ I CL I \� 1 I P ASE I GOID LINE / 1 ' ' ' - ► TERRACE WING {� a LU 110 l UNDER CONSTR a I0 4 / HOTEL EXTENSION 29 ' ,•' I i PHASE I , r - -- � ,' I j UNDER CONSTR 1- - -� - - — --- _—�1�..�..�1� _ —. _ —.�. EXIST HOTEL FOUNTAIN 1— pRpp,TLINE (TYP) I I GRID LINE I I - DF l F I I REF. NORTH f ; i NORTH I I Air drawings and wr�tten ma!ertai aopednngherein Constitute theonglnal and unpuol15hedwdNl I EXISTING WESTlN HOTEL I � :I the jrch,lec!.and the same may not be dupllcaled used or disclosed without the written consent of the architect � I 1 WESTIN PLAZA BUILDING PHASE II VAIL, COLORADO) SITE LAYOUT PLAN Nom • I. E✓X 1 571 hlG�i S i?� IN�U�r'I�'�#C7r•,J pl�o�'1�� L I'J��, 0(l tt T N G CAA PC:P PAU J I4� GGN F iU t.�leAll 0� J IL-4A; rAK�:� F120 M 7HC CJ�.. aD� X111-1ACaE �l1iN • � �N� �t �AUI.� �/ALLE:y �NU11����� �Ila Af.l d ��, � ' • t�upe� 1 ,2O r0 r PLAZA `SIT (�I k LIFE f 0 r2:or_ �L4 nor• 3, F LCyAT1o�-•I �'atr I� �;Q IJAL To +- 100' O A6 6AL.1�fJ ouf QN PNphE 11 PZAI-bI 46s,o 6310 AUGUST 2•,5, 1987. .. • AS JES • �, F(�fZ ToP J� tc�JG���: ��I�T10N4j _ A1 . 1 : 1 G E N E R A L N OT E S � Eft Orr CONGRCTL P 1A . LIVE LOADS USED IN DESIGN : G. THE TERMINOLOGY "CONTINUOUS" MEANS QUANTITY . PROVIDE THE 1-'� �5xC.4NT, NECESSARY JOINT DETAILS TO ALLOW FOR BUILDING MOVEMENTS . Rte; PLAN A . ROOF . . . . . . . . . . . . . . . . . . . . . . . . . . 80 PSF COORDINATE WITH ARCHITECTURAL CONTROL AND EXPANSION JOINTS . �� b CONT, EAGrI SfDPr B . TYPICAL FLOORS - RENTAL UNITS . . . . . . . . . . . . . . 40 PSF H . PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND 'D �8 OF GPENrNG (TOP 4 ALL CONSTRUCTION AND/OR WIND LOADS UNTIL ALL FIELD CONNECTIONS Z''G bOT'TOM 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 ;• s? ^'•. '' E . WIND AND SHALL BE THE TYPE AND SIZE SHOWN ON THE DRAWINGS . SHOP i•�i 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 REGISTERE~7 GRAVEL WILL 4-W3 PROFESSIONAL STRUCTURAL ENGINEER IN CHARGE OF DESIGN • (TOE is 1aDTTOt-I ) 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 RC; PI.AN BEAM FLANGE . WIDTH OF PLATE TO BE 1 /2" NARROWER THAN MASONRY A . ELEMENTS SUCH AS NON-BEARING PARTITIONS , ETC . ATTACHED TO AND/OR THICKNESS . PACKAGE #1 ISSUE DATE: AUG.27,1987 (TYPICAL) 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 NOTE; THIS 09TA16, IST+OPICAL FOR A1.6 Rt- RN'TPCANT C-00tNERS CA'i'T Ihl SLABS-ON-GRADE . ( RE : SOILS REPORT . ) REINFORCED IN ACCORDANCE WITH MANUFACTURER ' S STANDARD DETAILS C9PNCR9T9 86.ADi, 61 AM6, oECK TOPPIN65 AND WALLS. THIS 3 . FOUNDATIONS : AND SPECIFICATIONS EXCEPT AS OTHERWISE NOTED OR SPECIFIED . 09TAIL AL-11I APPI.ICS r+ti##66. Peg- EN?RANT COR►49R* A7 GOI►+5TRUGTit:7i•I .�OINTS. A . MAXIMUM SOIL DESIGN PRESSURE . . . . . . . . . . . . . . 5000 PSF C . WELDING REQUIREMENTS SHALL BE AS FOLLOWS UNLESS OTHERWISE SHOWN L TYP. SLAB STEP DETAILIN, TYP. RE- ENTRANT CORNER DTL . ON DRAWINGS . B . CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT N0 . CK TO SUPPORT BEAMS STEEL JOISTS OR PLATES 4 13487 BY CHEN & ASSOCIATES DATED MARC WI H 12, 1987 . 1 . T H H ROOF DE WITH 1 /2" PUDDLE WELDS OR SCREWS AT 12 " . C . ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED . EXACT BEARING 2 , LONGITUDINAL JOINTS BETWEEN ADJACENT ROOF DECK UNITS SHALL BE '' !.' , . •• .• ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS FASTENED TOGETHER WITH 1 /2" DIAMETER OR SCREWS AT 36 " . • . ; BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER . dill ' •.' D . ALL FOOTINGS ARE TO BE PLACED ON FIRM , UNDISTURBED , NATURAL SOIL 3 . ATTACH ROOF DECK TO BEAMS OR PLATES PARALLEL TO DECK : :• OR PROPERLY COMPACTED BACKFILL , APPROVED BY THE SOILS ENGINEER . WITH 1 /2 " DIAMETER PUDDLE WELDS OR SCREW AT 12" . BACKFILL SHALL BE COMPACTED TO 100% (MINIMUM) STANDARD PROCTOR 4 . ATTACH FLOOR DECK ( PERMANENT CONCRETE FORM) TO EACH DENSITY UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT . ( RE : SOIL REPORT FOR DESCRIPTION OF BEARING SOIL ) . IF SOFT SPOTS ARE INTERMEDIATE SUPPORT AT SIDE LAPS WITH PUDDLE WELD . ENCOUNTERED k014VE SOIL AND RECOPIPACT WITH APPROVED FILL . EACH END LAP IS WELDED TO EACH SIDE LAP PLUS ONE INTERMEDIATE WELD ( THREE WELDS PER SHEET) . +iTD, a!D• 24 01A, 2401., E . DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL BASEMENT Ho KS, FLOOR AND FIRST FLOOR ARE IN PLACE . fi. 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 • ' i' :� r' �'•'�' R D ON PLANS . ON THE DRAWINGS . LINES UNLESS OTHERWISE NOTE ••. r• � G . CONTRACTOR TO PROVIDE , AT HIS EXPENSE , FIELD DENSITY TESTS ON B . FRAMING ROLLED FROM STEEL 18 GAGE AND LIGHTER CONFORM TO COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE . A ASTFI A570 , LATEST EDITION , COMMERCIAL GRADE , WITH A MINIMUM MINIMUM OF 3 REPRESENTATIVE TESTS SHALL BE TAKEN FOR EACH YIELD STRESS OF 33 ,000 PSI . *' !'. FOOTING AND SLAB-ON-GRADE . PRO VIDE HORIL. C . FRAMING ROLLED FROM STEEL 16 GAGE AND HEAVIER SHALL CONFORM t 494J WAYS AT NON CON STRUCTION H . NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT TO ASTM .510 , LATEST . EDITION , WITH A MINIMUM YIELD STRESS CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OF 50 ,000 PSI . OR CONCRETE . 9 . NON-SHRINK GROUT : STD. 90' 5Tp, 90' 4 . CONCRETE A�T. NGQK HOOK ALT. NOOK HOOK. A . NON-SHRINK GROUT SHALL BE PROVIDED BETWEEN COLUMN BASES AND A . ALL CAST- IN-PLACE CONCRETE SHALL BE MADE WITH TYPE 1 FOOTINGS . �',':• :•'.. ... '.• � •', .', ;� : ••.;• ; : '•:� '• •. :.. ;•' PORTLAND CEMENT , STONE AGGREGATE AND SHALL DEVELOP 3004 10 . GENERAL : ' • �,. "•• =min, PSI COMPRESSIVE STRENGTH IN 28 DAYS . • , . .•�. B . THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED W1 ' S33 '�� A . ENGINEER ' S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL or 57 , 000 Y r- FOR NORMAL WEIGHT CONCRETE ) . C C SUBSTITUTIONS . B . VERIFY ALL OPENINGS THROUGH FLOORS , ROOF AND WALLS WITH PROVIDIE H ORIZ. �. C . FLOOR SLABS-ON-GRADE SHALL BE POURED IN CHECKER PATTERN , MECHANICAL AND ELECTRICAL CONTRACTORS . VERIFICATION OF ANYWAY* AT AVOIDING RE-ENTRANT CORNERS , WITH CONSTRUCTION JOINTS LOCATED G ON STRIJCTIOr� .;!. '' UNDER PARTITIONS WHERE PRACTICAL AND WITH NO DIMENSION LOCATIONS , ' SIZES , LINTELS , AND REQUIRED CONNECTIONS ARE JOIN TO (T MP, } EXCEEDING 20 FEET OR TOTAL AREA OF 400 SQUARE FEET . CONTRACTOR S COMPLETE RESPONSIBILITY . AT LEAST 48 HOURS SHALL ELAPSE BEFORE POURING ADJACENT SECTIONS . C . PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT TYP. CORNER R N E R R EI N F, DETAIL CARRY ALL SLAB REINFORCEMENT CONTINUOUS THROUGH CONSTRUCTION DR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE , ENGINEER ' S 5 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 . r JOINTS SHALL BE SPACED 20 FEET AND SAWCUT 1 " DEEP x 1 /8" D . PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON Rs PLA lVe v. I'/&" CONT, KL M 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, F. 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 Q BE AS DETAILED OR AS APPROVED BY THE ENGINEER . THE EARTH . •• BRAVE+-- FII_r- 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 DECK . THE MANUFACTURE OR FABRICATION OF ANY ITEMS PRIOR ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 5/4 INCH CHAMFER . TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT USE STANDARD HOOKS ON DOWELS UNLESS OTHERWISE Nom-- THE RISK OF THE CONTRACTOR . (� TYPICAL CONSTRUCTION JOINT 5 • REINFORCEMENT : G . WATERPROOFING , VAPOR BARRIERS , WATERSTOP , ETC . , SHALL BE NON, A . ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING AS INDICATED IN THE SPECIFICATIONS . TO ASTM A615 , GRADE 60 EXCEPT TIES , STIRRUPS AND PLATE ANCHORS H . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED Richard WalrgardtCcnaultantss WHICH SHALL BE DEFORMED BARS , ASTM DESIGNATION A615 , GRADE 40 . AGAINST ARCHITECTURAL DRAWINGS . Pr01o59wnni tnpineers oil B . WELDED WIRE FABRIC SHALL CONFORM TO ASTM ALBS AND SHALL BE N LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER . ���titifltlff:rr►�,,; W I" 6Aw CuT C . REINFORCEMENT PROTECTION : 2 FOOTING SCHEDULE �/or :• � MfF.�'�•.,P�� ,. Z W. W. R ] . CONCRETE POURED AGAINST EARTH . 3" MARK SIZE DEPTH REINFORMENT REMARKS , , 5 J '.j�-. -.�� ' 2 . CONCRETE POURED IN FORMS ( EXPOSED TO WEATHER OR EARTH ) 2 + GRAV IC L F1166 3 . COLUMNS AND BEAMS ( TIE BARS ) . . . . . . . . . . . . 1 - 1 /2 i��h►►r►irE1 1`ti1���`�� ti O G`-O ;b 4 . SLABS AND WALLS (NOT EXPOSED TO WEATHER) . . . . 3/4 " D . NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED 0 IVA 4- G E.w. OR AUTHORIZED BY THE STRUCTURAL ENGINEER . LAP SPLICES , WHERE O a All drawings and written material appeanrig herein constitute the Oncynal aria unpublished wnr PERMITTED SHALL B E A MINIMUM O F 3 6 BAR DIAMETERS UNLESS D 4'-O (�] 14 G - 4 4 E.W• 01 the archilecl-and the same may not oe.duplicatea used Of 01600sed witfqul the wntte TYPICAL SAWED CONTROL JOINT COnSent Of the drGhiteCl OTHERWISE NOTED . MAKE ALL BARS CONTINUOUS AROUND CORNERS . /� �a� E . PLACE TWO #5 ( PER 8" THICKNESS ) WITH 2 ' -0 PROJECTION AROUND ALL T - OPENINGS IN CONCRETE WALLS , SLABS , AND BEAMS . ALSO PROVIDE TWO O 1'- eo WIDE I'i" 2 J0 Cv+`T, - #5 x 4 ' -0 DIAGONALLY AT EACH CORNER . ES TIN ` PRONIDIC STD, NOOK F . CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE O PLAZA BUILDING' 7 IFTQNBID1Vs/d If NOT SPLICED AS FOLLOWS : TOP BARS AT MIDSPAN : BOTTOM BARS OVER SUPPORTS . P flr�rVC6.OPED 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 . •..�"""`�`� 6 . STRUCTURAL STEEL : VAIL, COLORADO. 1 7 Z rii J A . ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATIONS A36 COLUMN SCHEDULE a EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE 3 J COLUMNS TO ASTM A500 , GRADE B , LATEST EDITIONS . ANCHOR BOLT COLUMN � ;' . SHALL BE A307 STEEL AND MISCELLANEOUS EMBEDDED ITEMS SHALL BE MARK SIZE BASE PLATE ANCHOR BOLTS REMARKS rw , K A36 STEEL . 5 % 4 x , i 4p A I GENERAL NOTES ►i . • ' .� a a Y-d- �Iry °fie" x ;,' x 0•- IO �S'�,, rK - _..,,. • 'T6oP, FOOTING 1�lxINR, B . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORD- _ ' ' ANCE WITH LATEST PROVISIONS OF RISC "MANUAL OF STEEL CONSTRUCTION " . W tZZ L : �5n 5 sr I/a fY14 K +OS/2 x O`- !CYZ `� ° /a`�� x I'-4 � �'� 2`ZQ f :�� & DETAILS lX .3 �M 8-n- -�k?I tr. "v/ STO, HA, �- 'i4•`� n •z'-� �*.� . ' BARS TO MA?CH T4+P C . UNLESS OTHERWISE NOTED , USE STANDARD FRAME BEAM SHEAR CONNECTIONS ?�S x �„ a'� , ta • 's�4'y XI, - a :. •. ... , . !=GOTIN4• RE�NF WITH STEEL BOLTS OR WELDED EQUIVALENT . SELECT CONNECTIONS AT �-�x'i-r1�0 I x 'o�z -�' • !v/z Y�/ 5TH -K EACH SPLICE TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY FOR ' EACH GIVEN BEAM AND SPAN . ® 7� 'O��' � I " K 12" x I `-O w- S/s}`�� • I ` -4 u5� 9 1 � R��F02 � �� ?4". FQOTINd► REINF /STD, HK. 2, NO SCALE TCN510N D . MINIMUM WELDS TO BE BY AISC AND/0R AWS BUT NOT LESS THAN 3/16 ' Seat `��1t, I" x 12'• x I ' - O 4 - /4 o " 1 -4 9'- m �•"�'•"�E►- " 5e K 2,-0 A.51 CONTINUOUS FILLET UNLESS OTHERWISE NOTED . vaiC w/STD HA, a T5 7x7x /4 I• x 1 '- I >< I `- 1 1' - O it 2'-ri a. .5 A*"0 c E . ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN . D W/ STD. HK . 2`-o A.5. 8310 2$.AMC 1.9E'7 4 - VA"p1 KI `-4 S-20, S-17.0, 5.29.2,5-2�1,ro - WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS DETAILED IN TS7 >< 7xS�lri I .� I� _ ! x I' - I iaSr •�f . -0 ,2`•� S.011t AWS D 1 . 1 . SvQID w/57 D, HK F . STRUCTURAL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS 758 ,tg„ t/4 I "x I'- 2 x I `- 2 4 - 1�\ ¢ x I'-4 NAN �. H0DYL J. MALCO6M NOT IN LOOSE LINTEL SCHEDULE OR AS SHOWN ON STRUCTURAL DRAWINGS . -W-8- vo /STD, HK. TYPICAL STEPPED FOOTING DTL ONE END OF THE LINTEL SHALL BE FREE 70 �1pVE HORIZONTALLY TO T58 s �Q I " x '- 2 x I'- 2 w/_STD HK1 ,-4 -T 9'4 -G e F wro 14"jr ALLOW FOR ELONGATION AND SHORTENING . 7'S8x6* 'Az 4 - 1 " o x !`- 4 0 1. 4 V. I` • 4 "`'/ 'STD, 1�K. PHASE I G�1 D LINE M M 4 M.6 N N.4 0.3 P. 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ILL It -(a I s * • • t I N 1 EL= 1147-0 I'- I I'- I � E � O � � ,� r 1 � , � � I�- I O•` 17 r All erawing9 and written materim appearing herein constuule IN orrgrnat and unpuGr�s"wo (I�$ -C`i) (I.. of tho archdeCl•and the same may not oe-duphcated used or drscwed wl•houl the w" Consent of the architect 1, iti' V � I T • : � ?,o,PI L.. 1 •-o) (10,p`-D - "�- - 515 16.4 I,L a 1 1p-r.7 �� x`-9 2.9 C� 1 4• • TO f6" 3-�1 TEP T`fo G L. 1 O.P1 L, 5 �� 16 I I"I I`-4 '. 1 'lYr �� 1 L• I,T T,0.R1 L. STE E L s 116 -�a // 'i - = II� j ❑o , WESTIN ,o. PII,.. PAVEP7b ti SAND + I I°� _ SS 7,0, WALL ELa I G'-O p+[ Aht M, f / 3 •�• _ 15 _ 'r' T,O,WA�1. ELs I �a`-�i 4/b 1 M T O, Pi ER' 7r RC:NF, vv'/#gc01(d` T,G. P1�. E it 117 •gyp TO.wA6. F.L,- IIw-6 , -4��� E�� I14 PLAZA BU LD NG �] O � (Ito`- ) 1❑ VEAT, � +�� T1E5 T'. T,o, wAL� Els 114'-� � S• ... I'-4 'NTS) .. _... .._._------- . w ,Wi4L.L ELa 11tS -O T,G. PIS r I IG'-O L ` I I` .. � : 1} PHASE .11 , 4'_ , G• 4,/fs T0WALL EL! 117'-o lo'-o or,o, ALL- CL: 1I3%- o TO.PILASTER 'T,O, P46.AZTCA CL.t . 2=fo !ro'-O 9 -Or S:IOyZ +4%t,l ..._Igo=7kz 14 -0 14 -0 Irv'- 3 4'/2' (0'-4'/: -c 2. -- q` - 55� r3'-q 7/g+' �'_ 2. ' _ t. VAIL COLORADO M M.2 N.2 N.6 N.9 P P.0 P.4 Q Q.3 0.8 Q.9 R R.5 S T U W X Y Z FOUNDATION FOUNDATION FIRST FLOOR PLAN 1/811114-0 THE FOOTINGS SHOWN ON PLAN ARE MAXIMUM' ELEVATIONS ESTABLISHED BY I . INDICATES COLUMN TYPE RE : COLUMN SCHEDULE ON S- 1 . , DESIGN REQUIREMENTS SUCH AS FROST DEPTH REQUIRED , CLEARANCES , ETC . 2 . INDICATES FOOTING TYPE RE : FOOTING SCHEDULE ON S- 1 . CONTRACTOR SHALL VERIFY DURING CONSTRUCTION WITH SOILS ENGINEER 3 . INDICATES TOP OF FOOTING ELEVATION . f + THAT FOUNDATIONS ARE BEARING ON PROPER MATERIAL AS DEFINED IN SOILS 4 . COORDINATE ALL DOOR OPENINGS , LOCATIONS , AND SIZES AND ALL REPORT . THEY MAY REQUIRE LOWERING OF FOOTINGS , PLACING OF STRUCTURAL CHAMFERED EDGE OF CONCRETE DIMENSION WITH ARCHITECTURAL . • FILL , ETC . , AS REQUIRED EY SC '. _S ENGINEER . • 6 310 • , r, • 4Q ; i J. NAHO DYL. Yr • r M 4aFT1 N.4 0.3 P.1 P.2 P.3 P.6 P.b Q Q.6 Q.7 R R.2 R.4 R.5 9 4S' - 511-L 9'- O i`-4 4'-O 5'-0 9`-31/2 10` - I1/a IG'- II/Z io`-o 5`-4�/2 1'-9 l0`-0 3`- 14'-G 19'- 3SV6 10'/w -p F6 r 15/�a F CONN, F STEEL AM. 4" COI�C., 5LA0 ON �" 17` G �`- COL, • PR6t W*15WA►VEL., FtE+N 7 O S LP l_EDIGE PrROM P,6 T 0,0 RLNP 6.1 '!416 X ri W1.4 X _ T,o. LEDs = 2%,- 9 1 FACE 40 QQ f 2"'VJ9R'r W,W, F. , T,0, WA.6.6. = 147'- 3 1 ' +r° I tv HDR I r- 571 6.Lr E4 WI►�L 1� 11 FACE is G a 11'` VI�.RT , T,O. F c l22'- G ..�.'4 # T,a '- 6E+ 123`-Q gs8 # 7 12 G'ft HCRI I Tra.Wa u% 12$'-2 i T.o.w L."-zIIt'-�'/,. T.0. l.,IEG®E = Izo'- '' I �R v STE� STEM 6.�VGE I� ,aa�.plll� I ` WALL 4 T.O. 1-E GE s ! 17'--4 STE.13wA>!�- 1 1 + �'• G $" I I.EwGE 6r F- 6.ECGE T 1P I`-4 To STEP CAI_. 5P4 s 125`_'.5 I 4.Y6'1 s s 8�Z'" �� s �Tri T WALL rs 125'- 01 O l N C I..+�, I_I N E �I 5 is A R O If`I� !�. x4 ��� T P + _ 32 gS r - I K (125'- 3'/2) - 32 PACKAGE #1 ISSUE - DATE: AUG.27r 887 4 31 Q' 35 ' °" +4 4� 1 M ❑ t FEN 1 8' -33 " 3I T.O.wf�6.L 1 ZG- SG - ` OP 6 H _ ,' STEP wa6.� Abovf� ' Y P IS H50 2'-C� x \ @ 2=ro x '$ H 3 N -� In -- �S-r I� s 6 125`- p T,0,w L.L 4 x x ;� Z- x � , .6 LED4. :127'-5 N �N r N N fro _ 3 „ w�4 x22 3 Ira I - -- 3� (125`- 5`/Z� K:30K �R: K S - - 30 1 L.I�V1� ©F' WA"." 15LW R:35K N 8 L.�I �12!1 5 XZ) � 0 _}.. t- 29.8 0. ❑ .�, I _. !. LL�iIL -- 4 p O 29.6 . 29.4 ZT, s � II � '� Rica`© � �.owc aM, 0 �" -- � �- STR,P WALL A L L- T to - G 6 r x ' t - M c. 12 x I C��.W . T"O,S, I , LINE�WALL A5 / 9.2 N �a 2 �E; F"Clpk IbRs w12 rc 19t+25`-a) � 2- �l ' 29. 1 4 - - - - o - - ' + ❑ x ~' ❑ ;ax- iickmo- 28.9 �' T,O. GURp -8 >< �; 29 pl-IASE Z , FORj b•a,SE f�L.ATE 7. 1 �'r _x N f4H 4 2`-Gr M C i 2 x 34,q s i A CfipR bG6..T�, JST ORO 1125" - Q SLOPE�� 0 � N i 3 T±,4"4>~'/4 T,O.WA6,6, 2 2'/2, - SM5S 2 -�0 r ( -- 75 4 ,t4,K 2.5 VII a W1(0 x 2l® ' H 3� 1�ELOw - _aELV�w _ _ a 28.6 sTEP WAI+_L �, 275 o N w12x 14 DETAIL 3/4" = C-0 28 _ I 1 1 SI�JM IBM F fi � $ TYP, DFK is X TOPPING SLAB IS 3 1 2" N s� _x WJ4x22 x ' NORMAL WEIGHT CONCRETE. N N x , Too, GuR� 11,20' REINF. w/6x6 W1.4 x W1.4 •J �D W.W.F. ON 9/16"-26 (A. I 27 REF'ERE+.�GE M.2 M,4 I TYi? 55 I�" .3l/'�.'► O METAL DECK. 12 >< 1�+ 12 '-5'12 Sk I ;n -' 0, - _ 6.8 1 r✓H!i 2'-<0 - - �' _ I Vd 2 1 A " _ d 26,8 �I_ s i 24" - 6 1 12'5 - 5/a.) a = 1 N JGIST 8a'C7 1 W l4 WS 2 10 2 G 10 r L , r' L'�iE OF wA I..I. A{i5 V, E 2 3 j 14S -5yx S�JP�t�'-r` PL7i-SIC I,s•L T.4,5 A6 - T5 4x A'/A- (2 .ray,) ExT. ENS vv a�5 N RE; 1 STEP WA 46. O 2U'FL TD MEZZ, I - REc3` Q. , i`� i ASE FL I I FO 1. 71 tiCI = i 2 V- 9" x �_ i P��T f T1.O , A�. 1I U1 `-x I T Y P. I ,� , N m 4PC.r,UR5 0 t.ACATIO N S Q _ I 12 4 26 kr T,O WA6.1� I �;+ T 0 W15 xSl _ , +� - Gca_,Ab4VE - - (.DI-. A60YE 24.5 1 •� 21-CO - o - -- - - - - 24.5 Jim O `M W14 x Z2 Rn i 1J to H Co 2'-(o O �, , ra P, x - E, ? N I/�" " Itl SG 5� gHSa� 2'-�o r� ; SINE � -r,G L EDIG►E. �w �,,. qfl � g @ 2-G � ,,2 G H � 2 -G� � t 1 LINE OF WALL EI_ : 124% - 8 - 0 oMRD,'�A, E i x 2!o H q4F 2'-<o x �H 5@ 2'-6 � 22.8 15T �,.A►YQt,aT iv T r Q 1 "`y eASE I$, x � , 3 SUPPL'�' A ADCIT1vN L " - r Go6., ImG 125=3 5S ^ O O�/rSP� 1="C�..VI Ll�j PA ' � � •� 1•'rIC71`LS I�,.w. �,�� �, wl. � COL. Aex�Vt= ��,_. A����1~ � � � , 2.6 DETAIL 3/4"= i'-o 22 U.10,►v, I - - � lip , FoF� I_OC_AT10N WE o !y+c.:. a K 5 � 1107. to 75 4x4f x 114 1240-)7-Y P, 4 W 12 x 14 _ 7 I 10 OP P.7AR ��Tg. FOIE im ❑ r 2� Fl_ TYP, S jN0ICA.TES GOL_5, PAI�T1T10NI ,d7rA.CHMI NT t - - J} N MaZt, 'm t 22. N 20 H Co 2` -c• or l . -r SE.co►vD All SU PPI.'-T' ApGI 0 g h ,f � � FLoo+� o�r~�' TIDI�IA#-. PaA►P•+ J�aT�. � I ' N cy T,O. WALL 11 m PT W H E�,E Pa E LOS•( F O u L:.I K I CA 1 t 9 ._ -•r•- T'ED T I h;D►GAT1=-5 �O�_S ' N 7 TY S fo � �-'g/Z I ,�,/z,° � No Acv, ONLY M � ���'�' A. I�r� ��..�..�, 0 FJ�N T o Ro I� - = I 1.2 T.C,LcDCsE J3Lw 22' fly 5 i c� ..:.�.•1 tom, "v�r C� ��:�~ I ' (T Y rte, j 20.5 I � I �, � v' TI-I f�,; ��,, •, � _ � . - - - _ N 0 N I ® ❑ r , � - - - 'rid 20. O '❑ 20.6 � �rEP wA� ; 5'• 3 r2) M °� �, I1 Q� 1 Richwrrd Wb1 rdt Consuments • 8 J Profesaona Enj;neerrs 3 FLOOR DECK PROPERTIES O bN3 1 x 4 x SHIM T N. SA '575 It , '` Wet '• 5' W R �� 9/ 16 - 26 GAGE METAL HECK �. "G' :' • , � q ; YVIG x3l vv x I4 �:�� y� " 3 W/ TS 2'/x � 2.=/z x t/4 oH� 20 _ 19.5 TO. p. h♦ 2 FRL&.-. 19 ( i 2 5 - 5'/2) 1 MIN = . 01 3 I N 4 p1N 12xi4 "19 �1�4-x �2 ; c x �4 2r 44 warax 31 - - _ _- ' � - .:.� r ir„• �r STEP WALL TYP, . 042 �N M I 19 ' W IS 14 a I �--~' 3'-0 4`- 2` - 4 "I�, 5 .T 1 � � �1 ``�\. \ , - - - - 17.{7 rllil[ii111111U . th r I -o SG 1 PCB i SHIM '^'/ ". a. Q T,O, PILASTEPt A N 12 H 52 2`-CA _ t�RACE. 2`f2 x 2'�2 '/¢ - - - m Q I N _.__.. t ❑ N 17.3 I C�LW 3 - � N W 14x22 - S`-O 2'-D 2°-O in �'I a qu tlraw,ngs and written material appear,rig herein constitute the original arg7 unpubl,sned work 1 r� 21 X 44 W64 10 W 14x 22 W 14 W2.2 - _ � � - _ - - I I � of the architect,anti the Same may not be-duphcaled-used or tlrsclasod wiliI the wnnen conSent of the architect 11 WESTIN� 16.4 - - W 14 x22 16 _f o - El} , lot PHASE 11 e 41/x' fO/2% L, COLORADO " VAI 5`-iot/2 IQ'/1' Irc` - 71/2 1 4�- 0 14 - 0 I'G' - � 7 - 7 '/Z F, L� 2ND FLOOR FRAMIN M M.2 N .2 N.6 N.9 P P.0 P.4 Q Q.3 Q.8 0.9 R R.5 S T U I PLA SECOND FLOOR FRAMING PLAN 1 /8" = i '-o , NOTES. 1. T.O. STEEL = 125'-3 U,O,N BY (�(X'-X). 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 S1. 6310 ?b,rA3J. k ' ' �I TG LINE OF C-UR15 WA" $LOT i' eic'eGIJ D. ELFVATIoN VARIES, RZ : PLAN. EXIST, OR NEW PAVER F2)E' P L+ ,.� S.. T,G. 6R. tM, - - - - t '/z" >< I'-4 A5 R&`D. SLAB N,1.C, of e; PLAN • \ ` Sw T T,S. GUL AS F;?P a 0, STEEL TUBE GAL. •� RK. PI..AN LINE OF CONC. FLA I RU PLAN j 5 x I� I=clo Cd V. CA ! , RE, PL.•AN HOLD DOWN SLAB FOR - - RE. SGHED FOR CDL, R I ARCH, PAVERS PL.AI�i $�1 .� —I IBA S E e- A. 5. E` 5-11114 TIES 6 V TOP i 1 , COW,, SL•Aa W1 W W.F. ^• � � I,LM I�q !; 5TL #� A x 4 % 0% ON o 6. RFL, FL.4N FOR L4%LAT ON PAVI NC= Pie', AFNC-H . EA. 5OLT PAIR, EMBED OF CONG, FpAveR5 'T'-?P, ICE PLA 18" TrP, 0 61J PF'L'? A • Oil SAND P��.�.�- E STEEL- TU lbr= CAL. CCo 1,2,%, ALT, w NuT FOR ER, �OL.T L 4-E zP11 O.G, -#G x �9 OvER :''e'.: I cooR,D, A LL, CHAMFERED Ca-*4 x GONT• AS SNOW NL 5 �� ,, E OCa ES WIA F- IH 1 T EG-f U I�AL- PWL. To RLA5-MR5 DWL TO MATGN HORIZ, 5TL , - 4 re 5'-O GR D BM RE rL.AN { a a PIL�s5T4 R REEL INF W/5- p,& PL,p►NE f ° RE : Rt..A N FO R RE N F, 9 T TI MS ON I+V f y2 I SO L.AT1 Ol�,l ,�T, o , I�AVES?s ON AND OR ;ONG, �� 90° 6, D HOOD, ERT. k el a % iZ TAL 9 DCwELS IN F�OTINCQ,. i e W T o q I L. @. - 6 b i RE Pi..Al�l �R il.7GATIpf�1 �� TO, 2 - * 5 /5 D 90 H Q , FOF�. L.AR 1E p # g W. W F _ r •" OF GONG,` _ FTG TD WALL EXTEND 3=0 \ ° ' a Ice" V EF,T. E,4. FA►C,E ` I PACKAGE # 1 13$UE OATI . AU0 Tr1 Iii ' vp 4 II VOID FORM F'SE•ptAIV ..... ,....� �/ ° • . N , ` FT6 RE PLAN FOAR ° �� �� • ' SIZE $ REINF, q, • • e \ �+ = o•�O. 0 1 , ' 4° RG• bGHED' VW °O �. t bOT. GRAD% aM 5A14S, \\ R�', FTG 9CHED• RE: FOC�TIN4 `SCI-i>; " NOTE AT SIM, 15ECTION COL., 62AFRZ ON wALL, RIE s PLArJ, SECTION 3�4" = 1'-o SECTION 3/4" = 1'-0 SECTION 3/4" = 1'T-o SECT ION 3/4" = I'-o SECT ION 3/4" _ �'-o ' 17 3 J 5 1 1 i KE. MAN RE; PLAN 20.g '. RE% PL.AN T.Q PIL-f45'TFFF}� ---- T, 5. COL, RE% PLAI..I 2y -- Z- # 4 >< i I RE: LA 'N I . -- Z_� 5 • GONT, I I FEE: PLANT RE%15/55 FdR X-5RAGED � GOr.IT C� T©P � �a.�� ►�. a C8`, DRG. Go�, PETA -s, NoT '- ' _ 5 VER-T I5 , 0,C. RE, aN SI-(OWN RE: PLAN Rid'j°L.AI�I — 2 -O �E PL�.N p. . _. o Fro�i �Eti/AT:Dti # S X tl IN I&I �+ °/Z 150, JT .. �*9 VIERT EA.51OE @ • - s ` \ _ __ 471F.S @ 18" I GONC. SLAB ""/W.WF, 5TO 90° Z I*'NI em D ;�'�0 w GR? ISM, € GOO FS D I N LLB � r:... ° s a ATIE A . '•' A'' GUNC. SLAt' p rn �RM'..?LAN_ _ GHAMFER,E,D E.D4Eb S C.-T. -� rz� �.A� P►av E R 5 :A �.N►� �`�E. • P4 E' PL.AI4 ° . o' '�E viv _:� �;: �' / RE" PLAN Fi ° �A-.a� R Ate' -r► _ 4 145 H C I Z , p OF GIB I6M, e FS)M'. M . #5 ® I2 VERT •. I G.ON1'PSAG OP, OPTIOhI �� PLAN ° •°' : �° ,, ���' LINE of G+RAOE t�M ' • .do �9 • ' ; TO MKTMNO LEAcmb 4 6 hrw%Toot-40 ( 12" K •4 -G� 4 Tp F"TCA. P+ E I N F. %&,"r- �� •�, �; . W/ 2 -A50 TOP •� I. #• G x O ,+ 12 ' AS SHOWN ° r '•. G -3$ 9 MOT Re' P6.AhJ I PLAN FOB P,OM. Re` PI..ArV \% I •. ��'/,.�` 4 STI RR'UP5 dE 8" a o �E I N F. - p \ u .o a • "_.y�' _ .' ,�; - _ ! _r---- -- ---•--- WATEfR 5"ToP, RE.' ARC M � do c FOR IN Fr MATRON NOT j 1ja-- F'OOTII�IG, RE; PLAN � � _ * CPO dW Al I' ,4 1 f SECTION 3/4" = 1'-0 191 SECTION 3/4"= V-0 SECTION 3/4" = 1'-o ro) SECTION 3/4"= 1'-o SECTION 3/4" = 1'-0 1Il 2 FEE', PLAN I %2"�. ! OX A� F4-Q'C). _�. .. 5 x _ CAI i G � e cDT T.4a. COL. AS P,M-O ' D. ':aTEEL JdI 'b"r' TO WAL L R TO P,F a °> ; -- T5 COW.UMN / TOPPI►.ib SL. d PE' PLAµ I;z' RE' PLAN ....... a '. l RE: PLAN b� - A L4 4 x y4 x coNT: f 'Zh iNli o;= �/ A4- haEYIDLi© L 4 x 4 K `/4 x LO LIT. W/ %z" co x Clo~ H, �• S. 151..GGK%06j T WAL+_, FCO I T© WALL ''' '�'/ /Z" X !o" H,A.S A ° ' a'UXK� T WALL. FOR I _ RE �CHE•�, FoR GAL ` �� F�,E: pL,AN W/ o � _ • 15Q� � INSTALLATION R�' �, __ .. �� =. $ A- f3 RG_R.AN - GaLU►'�N • I �� - I I }5T. E59 C A 2"(C L Z-� Go x CA P--j T, �r i�E PION TOP C7F WALL r3RCa, ELF I I RE' 1O/SP5 FOR R- , VPA�R!E 5_-RE , �ti .1-1 E WEwINU KOT sl-iOWN a I I __ I o'L �+o�l z. u S C. 12�• LANE OF FLR• �'+10ND --. � .. it �~.'•'•� Z - •.-- • FEE Pl-A N TO SLOT -ti--� -- --__ d 4 I _ RE.Sct+ED. FO? BASE C- � ....1 Fi}• I N FO R M!�•> OkL ....' • T�•'r �� II Pl N._ _ . . 1011 b t i NLiTS EA,.- F30LT, �. '^'/4-06 � %� / '• S 6 •n' - '• `-� ��� �� i P�LA ST ER TF Aw4 -To OPT ON . VERT. w/5TD 900 HK \ GO N �I O O I\l • �: , �, GaTir F� /2 x 4 x O`-4 ON j ��\./�: •, at 4 ST�RRUP M I Ce" �y.��. .�, — TO FT EN © L�-F¢ fi e;: Pty►til ? o I Rticrsra wltants !`� -- -- LINE OP WA-LL eff%;bKD EA. �LT PAIR EMI�ED T D. Pil _ �! ° • - 4, A D I c 1 x I%.co ul J 3=C� ~1118rae C*n tl Pro+nK.yione7l Enginedrs I� I �� i' 511 GO NI T ' L E MA E \ I °,y" A.L. i-••1 FG 4 x 2La I� SuRPL�-r� I d '\\�� \ 3 NUTS @ EA, A,� , RE,PLAN - , RE;PLAN " KEYWAY ndw RE'. Ia 3 FOP, WAL.L-- _ -I I �\ r p•°' , ' ,rf; ,..� #rc GQ�N�..5 ,c Lo W . e: o I�,E'-�1h '•T' CT Y F' 0�;� � • L! _ , ° \� _ _ \\ � ga ld.. v o' o. ' `. F;E, F'TCR 'SGH E.G, _ • . .F-5 emir RL.A N MOR procT,*I G Q ° . �� � 4 1Z E ' F'TC= 5C H M V- .c►3 .�� ;, \� e' 5 x GCS N 7, GE Fr•l T L , F�`x-y;'�I N 4 �fS NOTE. RF- 10/55 FOR C-QNJC. . �. RE ,4FORC-INC.,i tZE C.i'✓ BELOW WAL`. FoR hzE� L:. FEs�iMETEIZ 3 DETAIIs, � pR,�i 1`l� Y AM drawing•and wnNOn ma1•raM app•anrig INVOIn COMl�WO Yw orwm and unp Abww wak ,13 SECTION 3/4+'= 1'- 0 5 SECTION 3/4 "= 1'- 0 1 SECTION 3/4"= i'-0 7 SECTION 3/4"= !'- 0 3 SECTION 3/41 1'- 0 at the arcmieCI-and the Same may not 0p-"iCaled'used a tl6fdOSW wdhXd S1•wnW COr15•nl at the arch,toct RE•. PLAN �� sTl�u�T. LAe�. , WE `iTIN.. _ W/ � 4 M 1'-4 IO.C.. COL , RE; PL.AN UGH WAY 'PL14ZA BljILDING '.+rS ' .+ _... _.. -- •? PHASE 11 )C @RAGING It Er 07HER c SLA-&-ON-�aRADE W .,_.._. � Z � I N�aR'M AT iOhrL ►JOT I - -- -- � ..I r✓ S.-GT. RE; 4 i y. 'Tt�PFliv� IOW L��Z\ I �'�V.4" V~ /�`:` WW,F. LCD+, INT�:: -.. N �% �P ExT, NO GDNG, 5JFPl.-P RE• PLAN j 2,c L,c '�� � W/ 4W8 � x=, I � _..._ _.. PhIVE SAND -0 ^• RE: ARc_.H. A' a. • RS ON � .�E FOR WATEIz i'R", FtI`t� ° • • 'r y 2 - 4 TOP, u a . , e °. s a GRAVEL. I�sE :' o I�s P;EPo�T VAIL, COL011AD0. =LA5 SLOPES fi' 3 t�, • C3A6E. I� RE; SGrrED. I --- PIaU2'.., �N , RE FlAtil �TAG,GEi? ,�5T5.. L= e - " -r•ap� RE ANRC.H ' .. :, • PLASTER RE` PLAN ---- �• I�I^AN .SST, � �TL., - . . ° - � BM � ! ' FOR p+�iENSION� ,c •d `�E-C:T. 4E h�L-!•tiN , �� � /J:0 � . YJY Icy l 9 \/eRT EA. FACE QP Irp* ; ;�; 5TENo AT Co I u NS RE,•N # ' T o. PI j �^'/ STD, 90° i-iK 4 „ _ .. ` _. . --- UPT FLA �� t13 N ►�WA�.L L. ,4 -- • � / ,,y, /` a ,�;, �i, 1 �L, lad- , AS x ° iP • "r / a RRR77i �LyI�iN1�E/�`cD1 F FOOT i NG - .L • L� /4" ' ' ± ' 1 , • RE,, PLAN FOR FTG F?E; �L ANN I �/ �^ c .,'.�!' - r�• 6 i rV F -_ .. ...- � o: ,•___-..._-._, r�-++9 �"/�a STIRR uaS .. . v. .,r , e u -� �+ �` ,+�• 4 RE r y e' ;' li� _' I r7" °' •• ° 4./�J�i I Y 10 •F - #►3 ,IIr�li w a c ..._ . .- _ • -W_ �e3T-r � ' FEE: AFZGf~, I \ L. DGD�LCC.A. J. MA►LGrDL.M ' FO Ff, C.00 F4D. 0 F I 0 X"r 2=Co .l, NAh•!OC1'L i? ��•.s ° ... ' ' `,o I w I CHAMFERED 4( - E , .�-a•.I E,DG Eb 20 SECTION 3/4" = 1 '-0 . 1( S SECTION 3/4" 1'-o 12 SECTION 3/4" = 1 '-0 11 S ECTION 3/4 " = 1' 0 � SECTION 3/4" 11- 0 .s , T:C7,,b7L. F E; PLAN ETi4L DEG K R O. OT L, RiE• �N STL. CMS. PIE' L„-N - -— P 24"TQTAL TYR vb It E7TEIEL• COL-LMN \ R E I°L.e►P" � E . PLAN MTL, DEGr� • RED PL-P.N E,TL.. .R JST'S, C�+E: I S/g `` -r--e P, RE: PLAN .1GI5T RE, PLAN PLA»l-) W/ Z -yt " c¢ \� L.T 5 I N 13/q., sue..N,�]Tf E D °�"`- I ..o - `,►' �0 ` ST I 10- �g,p,C,}NU yCI�ANNf:L RED C�LA►%J cx oR 5 P \ Imo,I� : PL.Aksj P,E'. PLA.rw -+aLEs 13M5' 13EYoNV \ I I � _. / _I �3TEELr FbEA.M �E: P Lam+IV = I I � I I �. Eac,I'S•Tt r•�G� �jTl• SNI. �a ~r,o, '5TH., I �AbLJPPOQ�7 PSE : PLp.N Ex I'STI f`!Ca �.F, JSTS• RI PILAjIh.j I \ I 3T L. T.o, MTL.. \ 1 Re: P LA 1..1 IRE, PLAN I •,,_..__-_ � 1/2 x 12" s< AS REQ'L3 Ex IST}1�IC,a 5 L.►d.i� ' 8�� c ,a.P PLAT•E ; PACKAGE #1 ISSUE DATE: AUG.27,1007 3/4.. �a L_�-� I/f 4) MOD E COL, STI F F, L FA. 5AR 1 J o I S'T gT E E L. GO 4r L-I I►rI 1%4 � PyE; PLAN I DEC-V- BEr�.RI y2'' GAP 0- X- ERACE SPLICE LEVEL M TO LEVEL. 2 ` Et..,'� 1164 , =5%Z 4 - 1" 0 ribo L-T5 (-rYP. F=0 F, T'D.STL. HA 1.Wc=f NCa C.,0WSl- �� � pLAN . ITSECTION 3/411 = 1'-0 SECTION 3/4" = 1'-0 SECTION 3/4" = 1'-0 SECTION 3/4" = 1'-o SECT ION 3/411 = 1'-0 13 5 1 E.: PLA N O II-,E'. IaLAr.d L.Ev LL 2 R. PLAN RE PLAN -._._.-_-_-.__. . T, 2 EX'T• Gorr.lo. 51-_,d.t, RED p�AN IIZ ~.ilt Gralerq.CJr�SJIRS= L R,1- PL,,0,1�1 r-S~L. SEAM - RE' PLkN of 4 2- I ," p . PIPE ' r �•• �8" STIFF PLATE L 1-4 A t D P•tp►I ' . Cam. I S" �/E�T. 'AATT'ACH To R,aoF Ft..aloR Jo}ST, RC: PLAN = I"I ETAL_ U>=G K R-;!✓' W Fi1,AMINCq FL1a•I`I _ FEEL_ J L _ - �t '! \� • e � I CA" x I=Co I Fi�: PLA h.l • 5 PEE• PLAN CAP PL, t, I CAP P- ""'/4 -3J4'0 I L4k4x /4 W/ S/28;' 0 bOL.T5 Z=0 #SAT I NC.1 2 NCO ©, �. -r--?P. I T�, RE: P�.AN �I I -a/14" BOLTS Goo __... ... y Ra' Pr AN � �---__�ST L. PIPS COL.— RE � PLAN (. 4 x 4 x %4 ri. GG ht T. b + SHEAF Pr*ATE FOR -. CONNECTION R E: tPI.4,.� L.EV EL. f I rep, CATWALK FRAMING SECTION ; EA, - Ft�R P,E1t.� F. ANA t "C" BE,GTION, RE; PLAN EIv D INCE : �,�•, p►�"iGH . FOR L..©C.a•TIO+•I -- A►DG L. PETA I I N C Fl L.1 tat CP 5 PA►C.M A P..x7�E a } LW. Pt, -1/t5, IX I SECTION 3/411 1'-0 SECTION 3/4" = 1'-0 SECTION 3/4" = 1'-0 rd) SECTION 3/4" = 1'-0 SECTION 3/4" = 1'-0 1 � lIl 2 RE'. PLAN Z E; ALA ti gE' PLAN A _ P5 RACC.E R E P LA N E..� . . P L A tv LEVEL. 2 _.�C�C7NN • QF m BP�GINC'4 =rreeL PLAT E y2'',� I`-O x I; _�.._� I - - I - 4 W/ `� - 4 /2 x I -o x. A5 P2,EQD. R - F A'r RGoF br-�►M� � 4 - -4 5 -WE.i-"A bLE PaAP,S + I I4'� x I WIDER TI-IAt l T, -=L. WELDtU Tb Fe.` 7= FLJLL AUNT, : A c.4 x A� R Elm D. w - � T`r P t ? �___..... - 3- �A'' gTIFF. f .'b E,A,• 'CC �`AN -- —�L fie;, E S ' S I D E T P x Pa RAGE A [� p�� N CA i i I i RE: PLAN �TIr. �n�. p,E PION -- - -- - �L =-� LoC.AT I o I.t 5 _ _------� v L. w �vJ.W.�• �' - �/ ' � � � � _ a BOLTS a jr Cd. IZ" x I I-P� TH � A.L + - f W 14 " O D L. 5 t i f q' A,EI A-J F FOF� WAL _ FROM 3 I j 0 Co 7C-,:-'>L.A: E�`L7 T } T54 >< 4x /4 } P. �cTo 4Q.co *'Co @ I2 O.G, f' R - - - - j i MAI�.aING GOB. , - V EFIT. I I. r. F/�F I _..._,..-- I R,tr " PL.A tiI Iw ` � f , St Co G`� O [., HQ Imo. . I IV'T. Welr�rdt Consultants ii1cF►s►d RE' FLAK- i I I I I - " 2`� _T 5 � . . PLAN W RZ PLAN � f �iir •` \/ F t� '� I �J Le FOGS �PLIG E. --�— ...._.._. ST E.I�L. �JE.A�1 �����t,;'.,� $ ' T •p, I. 1 !/ FAC�E �T G�M.�TER c� k R E� F'LA IV s``•`�R`� I+ R;0.A C. E• # d• 0 �V . / ._- WEl .F I4 TOTAL.. T 4R I8 `TCUTAL Qv' I I a Z_ L.E�/E L. Z To d �g.� T�F L EV E L. 1 p D00R su pFt::r T P M w f R E P L.i'ar. LEVEL.. 1 I�tC7TE �.. . � '. --....._-� FOR N'tEMP ER +`-c�RIGE� , ►_- . Mfr c�' f, •••• NOTE '• ROOF FRAM!NG OMITTED FOR _ DEI�07 &C) I ,2, 3 0N4 X- CLARITY, RE: q/67 FtPR ADCITIONAL �P,AGED P.��.•-�� a-, �o I V i S�.HED, ©+�► 12/Sco INFORMATION, ' malefial 1 SECTION 3/4"= I'-0 15 SECTION 3/411= I '-0 1 SECTION 3/4"= I'-0 7 SECTION 3/4" - I '-0 3 SECTION 3/4"= I'--0 of i,andensaimmo arl womp��,slundord�.tan�„rw,d,m, of eh9 arch�lect'ana the same may not ratqupt,cateQ'utie0 or tl�scroseG rwthout iM wr,tten consent of the architect WESTIN ' RIB;SPL.,r►N ; ` PLAZA,� BUILDING r' --._�Riis 5/57 Boa �oolTlo�.tA` � INFO AT FiAD� ��iAI.�I ,NCs PHASE I L 5%Z x 4 K IO L=p&1 . / —.>� -. . .�_�_._ .-..� 3 Y co N-r, GvNT: / TopPI�G P4 E'. PL.>A►N . . , ��C✓. '5L4-%F6 W/ .�.- �.►� J�-r-5 VAIL, COLORADO W• �, ITI Mani i � t T.S. 4 x 4x 'f4 KIGKER WELD I I � -_ ' I TD Tom CMORC) OF *00 + I : . � ,> o� o �a •o.• FLOOR u f _ / I � . ...__. .._ .---..- . . . . .... ..._ �• STEEL. �3A� w15T� ' ' S- - T6. 4 tc 4 x'/4 HA.NGIN6 COLS RE' ' PL.A ICI 5/8" SEAT PI-,6,TP- I VS JpIbT, �E . i=��.At.,� MEMBER FORCE SCHEDULE 1 2 3 • l .. a A! to �� + +100 STEEL_ t3E 'mil Rte, pI..AN Q .3 on 19 80k -58 r _. I7.6 to 20 on � +40k -36 +73 J L STEE L... �F...�-M 3�6 STIFFENING S ' _-._-.- STEEL- 6Mt5 CDR' DCaOR �-----_ RI,�,.; F'��►f�.l �AGH SIDE . . " '.SL�fPpowr ( 2 L-OC^TIONS) 29.2 to 29.6 on S +40k -36 +73 i — --.. . _. ... .__..._ L q, >t .� x +/4 ,t o'-tr E+4, JST, 30 to 31 on Q.7 +40k -36 +13 w �, �IlST�5Rt5 N.2 to N.6 on 20.5 +55 -47 +95 3/4 r' g v �o15�T RE; PLAN 23.8 to 25.1 on M.4 - -68 ROOF +80 _ _ ^` N to 0.3 on 32 - -68 ROOF +80 NOTE: FORCES ARE REDUCED 1/3 FOR WIND LOADING. 83 '10 �► = 17 " + INDICATES TENSION - INDICATES COMPRESSION RE' !I/S6 FOR FURTHER INFORMATION. J. O0Y6 Mp• CoLM 20 SECTION 3/4 It= I 1-0 JC2 SECTION 3/4 11-0 1 � SECTI4N 3/4 l - I!—o SECTION 3/4 II _ I I 0 !l SECTION 3/4 tl I J_0 " , �3 IF CON ,. UNl 7 ravSK5 A N r v 5*o ofl IIT11 �-i! 1111 a Nil 11 I1 PAVING EDGE A1.1 1 1/2 =1 -0 E \ �Ap I f V E M E N r N �/n r1�� W/AI-ICHO� EX TING EDGEJOF PA �FSTHAVLN DRIVE . 'EXI TING CON9 GUTTER ~ IN4 6�7 T O R MAIN A�.1 p1�.t.17►W61 0 600e G�I-m I up .. r .. Il I�ihe+lZ� p,���r P!�s l=g r ?O REr'�I _ Go�cR' 910EN1A►i� , +} \ ° + - ---� I r --i / - ---- ?SOP LINE v�;s 'r� lea .�,•° �- _° _ - --- .I �O x 6"x 5/0 TUDE - - '� - W? r-sdi * - Tw. +tv5a— 0 804 I L5 a 52 I L , I r f \ O r ovE E _ I + � REM ( ) � / L e O � EE AND 50: 1 TR _� PATCH PAVIN3 . e a� 0 t 'P i - � IZAAlSFb T O $0 / IS TIN ! \ a �y . 51 AI LET 1 L. . o z . I II I '... ...•... C - MC I BUILDING. C P� r � a a • w 1 O I .c. caucP� �. s i i P .. 1 ' a �+. J I t y v c o� ou I + ly �� I o s -a--- o L �4e �• r , � L �o � -- ,a I / T fZ5 5 0 / -, 0 C! O U ?F-I I L.A � r f' 1 1 W O i i I r I Ex .•� � PI,� I..111 fi L.� �1 S a P � ! 7. 12� 1 / - __ J � o i ,- 1 o a 3 �� A 54 �'/ �5!la coo p I �� oe I W .A �.. _ •lah.�j - toNC E / R I D IFY 1--) I t� "ri01J5 TN CD 1 z c 4 E � 4 J T EDGE 51.o E Es � .. G { OF .6 DRIVEWAY �• �7 •� ,zs 4 O � I , i yam• � + �`:�` . +iZ.5 X. / 1 :36 � 1 a . W W •�� 4 F dw D�MoLI PoRtlou i i7.z 0 FhG€ Q �+-t3 / OPig) W :,•: Cofer '�P , • I .. a 2 X17. �. R BOLLA D }47, `F' 7.1 eWI.2 41'S 41.'L* �,1 �c,.a A1.1 1 1/2 - 1 '-0 W WATER FEATURE �, �r14 i 1? wg I hIole � — .0 ¢i•1 �P' �G•GoNG�£� — — -- — — —.. —.... ,. — . — \ m0pr{ to WAIL to AREA ` I in +�{7.0 � � 472 PG,G0"MLn"LI J -h r �kJ;maw 4b 7 �' FAV ER5 — y? 147.2 �'l•Z k�>p,o I© OI \ + + � aL { \ / t i. R ti', 1+411 �Ib + 5 '`� `h'`� W. 41 �I z I TERRAC WING -----'-- -------------_ — 4�� A1,1 47,0 I-- J I- -- -, W f j I g.� �� .Re,1ND�R CONSTR --- --� ,8 .k. �- +I HQTFL EXTENSIOt\r 2s I I I PHASE I , # �-- -- �" + UNDER CONSTR I I L f�kzx� �cI�l14JGt I GRAi�h _I_ _i_ __ .�._._ _ : _ ,I. EXIST IS T HOTEL FOUNTAIN I 1— PROP. LINE (TYP) I i GRID LINE OF I I FPrLE I I I I -REF. NORTH' I I I NORTH - S -0 3-0 2 —0 2-4 --{ i SL� rLAN71f4 SLOPE 17 1 ,, Q Avv vUr� No, of draw,nho and written mama e y not q herein eonst,[u,e the orpmai anti uhout the written EXISTING W.ESTIN HOTEL r _ ; •, of the arcn,tect and t►>e same may not to dupl,caled used or dsciased w,tnou!the wnfren I ,.•r I I �� � � concern of the arcn,tec, � I � If11 111I .� • . w/ (pxb�loxla W.W.�� cut WESTIN.-Gu-("T PLAZA BAIILDING PHASE #I SIDEWALK & ' CURB VA,IL, COLORADO SITE LAYOFF' PLAN ` NorT� ' • ' I, �Xl'ST1�IL-i 5i� iN�ORr'IR'ti�iJ •pRppftz'r'1 LINES, E)c1t)T06 6RAPUP PAVHdo �aNF14mde 11,0J �y L rAKI<N Fp4 H 7HC U6GAv� ALLACgC g NLY •. ' . . gP46 C;Y FILE VAWZf r,N41NFZRI� *r P 1 p��Or 50&EyI , 11Jc, P*-= Z./Z�/87 � 7/`Z3I b7, t,ref- SITE. PROP, UHIE I�IF0FHA-Wtj gL + 1�1� 3, F,Lcy#rrloN �G3Go IS r LJA TO 100 6310 D A 117 A6 ,AUZO oa ON FPHA4C 1 D"O NW; AS • JES 5� 5'f�1GT. DI,JC,y. _ y ! r Ati . . { V • 17 19 16 M2 N ' � I I , I III II 1 ' I I I I I I Il I , I I I I I n R-30 INSULATION I i I i 1 HR CORRIDOR WALL I I I TO UNDERSIDE OF STRUCTURE I i I 1 SIM• A8.1 I 1 . 1 R-30 INSULATION TYP. I I � I � -- _ _ _ _ _ _ _ _ _ _ _ I HR CEILING G7 i I R- 19 INSULATION GYP. BD. CEILING I 1 HR CEILING G7 ' I ACOW5TICAL INSU�ATION I 1 I I PREFUNCTION I STORAGE a � LOADING ® - ® ® ° z 1 r I ; I I CONC. DRIVEWAY 6 6 I 5 0M. I HR ASSEMBLY 1 R-30 INSULATION I 1 HR ASSEMBLY I _SECOND FLOOR -A. _ _SECOND-FLOOR — ' -I SECOND FLOOR SECOND FLOOR ' - - - 125' -g� - - - - - - - - - � 125'--g"- - -- - — -125' -g«- -- i - - - - - - - - - - - - - -- - 125' -9" I I I vv pi-K, �-b-m ® i I I I T . O . C . I I ... v , C+ , c+ — - - - - - - - - ` I I �Ie IHSUL" I } I All S . S . D . SYNTHETIC STUCCO ' SYNTHETIC STUCCO SYSTEM I I SYSTEM , k�Rll GZ MF�11�AN�. I I WEST LO G I A DUCT CHASE w FWTX:no�i I ELECTRICAL A8.5 ocp� p I — — VEST LOGGIA I a M,t.Ir otH A8• I C. I .P. CONC. C. I .P. CONC. - - - - - - - - - - - - I . I I S . S. D . , � T . 0 _ - - - - - - -C . I' - I 10, TYP ' C.I.P. CONC. I R- 19 INSULATIDN — — -- -- PAVERS ON CONC. i S . S . D . / _ _ _ C. I .P. CONC. MALL OH ElIkHo D I I CONC. SLAB OVER I CONC. SLAB OVE FIRST FLOOR I I I I I PAVERS ON SAND 4!��. S.S.D. ' — - - - - - - - - - - - - - — - - - - — - - - - - - - - - - _ FIRST FLOOR I 4vl. s.s.D. now _FIRST FLOOR I FIRST FLOOR -6" ,.., .;. . _ 1 1 1 '--6"_ 1 1 1 ' 6" I . — =1, - - - - - - -it 0 - - I ••,:, I Cb C .I GRAVEL 5ASe. _ — 14�I tom_ _� _ _ yi DRAIN TILE!° � I� DRAIN TILE t =ill 1111 . illy= i �. G II!— r7�}JD�M"� ►�. 1 IZ-9�441 All drawings and written material appearing herein constitute the original and unpugl shed work I of the architect and the same may not be duplicated used or disclosed without the written consent of the architect 0116Io IW54JLAO�00 emu, MP'fW -- j WE IN I►J LIfaJ G�' rlro�G'fIDN P,'C�IEn ..i - • PLAZA BULDING PHASE., 1.1 SECTION AT WEST WALL 2 SECTION AT WEST WALL SECTION AT NORTH WALL 4 SECTION AT NORTH WALL 3 A3 . 6 A3 . 6 A3 . 6 A3 . 6 /AIL-, COLORADO WALL SECTIONS . Y t D 3/8' -0" 1. gFZ 5W.-L A6,1 A�n A(P,2 r0F. GILI�IG5��uyo� 5Y5 .r1 � �0 , 41987 AS JM a A&6 ' ' s • l 2 6 5e1 M.4 N N 4 3 2 I to I I I I I ' I I I ! I R-30 INSULATION 11.0100111111 - .. , l , 1HR CEILING C7 HEATED EAVE I � M ax OW46 I R-30 INSULATION • I Q R- 19 INSULATION Q R-30 INSULATION - �(NTH�TIG 9TUGG0 �a0��'�T GYP. BD. CEILING G2 �1 H0412 *09� GYP. BD. SOFFIT Q AGOLJ67G TILL C91L.Na C5 I CZ I R- 19 INSULATION . 1 I A9.6 I I I R- 19 INSULATION 6 I I SYNTHETIC STUCCO A9.6 SYSTEM I LOADING PREFUNCTION DISH-UP AREA -7 RECEPTION I A8.7 I I © W, P �M � � - - I 9(0 _ S . S . D . � �i � 31/2 WN�i 5� I g r� 1 HR ASSEMBLY A8.5 Ax\IvNc pH 771 I SECOND FLOOR — — SECOND FLOOR 1 1 SECOND FLOOR C. I .P. CONC. —� �� _ _ _ SECOND FL00 r - -E + 125'=gn - - - - + 1 111—� 125, _9" l HEATED EAVE 9 M�c�l, mss. T I - II11 I . O . C . S . S . D . z ' o I C4 1G grUCGO �. G�Ap� " � �Ill1^(111=1111 I (�Il-,1I11`II11 " -° F10I0 1H5 4LATION C2 I c2 SYNTHETIC STUCCO I ELECTRICAL ELECTRICAL SYSTEM 5 i' i MECH .. RM .. 0 . 2 . 1�" FFM 5HF_ T NOTE tD MM C. I .P. CONC. I A6.5 COVE D W L/KWAY T . 0_C_S_S . D _ OV1= I W f MgMdIZA� W/ • -- - - -' - - _, I ' 1� � ' 1 17101 " I "0 OM FIRST FLOOR ��= SN4D Owl I `I, - FIRST FLOOR . _ - _ I RST_ FLOOR - _ - _ ='111) GoM�' S G _ I RST_ FLOOR - — - - - - - - - - - - — I Q --- _ n + 111 ' - 6„ o 11) 111 lU - 6 ° - p g e a , ° 1111.-�!!11 �lll b e iIIl=II11 '� 4 - MECH . RM_- - - - DRAIN TILE 60 , I I11101111� r,� II111I11 DRAIN TILE Do 614 —_ 1 Ir f+ II + 109 —6" bap m60 ' °e 0°0 0 OD Op � --11 ,1 I tr p O6 _ �F� 1II1ti.11{ C (I1�=1111 11I1� X11-IIZI�I�11 ' DRAIN TILE , I PERIMETER INSULATION 0°p r I--1 --2111 1111 I � � SERVICE TUNNEL I MM W.P. MEMBRANE W/ ' 1N5ULAMON O VI K Nom , Q cof Tp.ATo�5 orPaN To USF– jqGo IN5ULA7VN FULL GROUND_ FLOOR I �` � IN LISLI or P�T�0N OAF Q Oct + 1001 -0 "- - -- -- - - - - - DRAIN TILEVw�l1 IJD _ 4 .-:� -- °o All drawings and written material appearing herein cons tHula the original arid unpuCiishetl work of the architect and the same may not be dupkcateo used or d,scloseo wittwut the written Mill Ins �'- ! I consent of the architect El IN .. a PLAZA BULDING t PHASE., 11 SECTION AT COVERED WALKWAY SECTION AT NORTH WALL 7 SECTION AT NORTH WALL e SECTION AT EAST WALL 5 6 A3 . 7 A3 . 7 A3 . 7 A3 . 7 '. VAIL,. COLORADO, WALL SECTIONS 1, Or 5fr'6 Ah%j ADO 41 r0F. Y cewHo coN6TKuaTvH epi( 318":1 'x" 6310 DES 1% 19s7 AS SAM A31111117 f I 31 (:32 31 06 30 X14 N2 N6 E I I I I I I i i I i I I i i i I i I I j I I ' I ! I • I I I 1 I I • F I , I u�1z f Ti0H To i r AM I SIM. i R-30 INSULATION ' A8a1 I R-30 INSULATION R-30 INSULATION GYP. BD. CEILING G2 © , I , I I I GYP. BD. CEILING C2 i 5YNTH 16, I , i ! I GYP. BD. CEILING ,rJ c-oo�rIT Sim, GYP. BD. CEILING I AS c2 (1 HOA Wr-D) t l l i . I I I I I gIK BANQUET i j No.Z OFFICE TELEPHONE j PREFUNCTI0 STAIR NO . 3 uMG-��ON j ® © I ® I I °- I FA_00_ ELEV . NO . 1 I c2n*I I 6 f I R- 19 INSULATION 1�!�.6 Z 1HR SHAFT I R- 19 INSULATION SYNTHETIC GYP BD. I I I WALL STUCCO ' - - - - - I SYSTEM — 5ECOND FLOOR - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - — - — - - - — - — - — - — - _ - — - — - , - - - - + 125 ' -9" I FIN . FLR . j AV1 TYr, j I • 5 I I I I STAIR NO . 3 I 4 I GYP. BD. CEILING 4,2 GYP. BDa CEILING G2 ® j -° cz. T . O . C . S . T . O . C . S . S . D . 4 j i j t — --. D— j T . O . C . ° I C3 - 9Ug D SYNTHETIC STUCCO I GZ C. I .P. CONIC. + f l TAIL. , I I I Acourc, TU: SYSTEM I I I , COJDO�C STAIR 11flii PEN � MECH. R- 19 INSULATION O FIRE CONTROL PREFUNCT 10 — 1Tfj��1111�I111 I � I �I�aID INSLlL, Elflt^.� h I I CENTER � SID I�L�rT10�1 I j l T . O . C . S.S . D . I ' � FIN . FLR_ I I I ' � I � C. I .P. CONC. I � + 114 ' -0" i i =.'Q .• a s i. b I I I I 1 �= -1111 ' l ll=lil111i1 C. I .P. CONC. I 1 -HH QED I I IIiI 1111 i �[fi=-l�l[� — () FIRST FLOOR I = I - - - - - - - - - - - - - - - - - - - -I - -11--=..- —I- " - — - - - - _ _ _ — - - -- - - - - - - - - - - - - - - - - - - - - _ . _ _ 1i — _- - _ -_- -_ -j - — - - - — - — - — - - - - - - + 111 -6 T . O . C . S . S . D .FLR . - - - -- - �j I N ' ' I ill1�111 I l [11I tlllfl I i[i 1111 IN I 111:' I I I ' I��/I�V IH%WTI� W, . r� w � cz i I I p r , nPN TILE MINIM 5KE r HOTF- Roo I l. I . A9DF.t4PdH NO, l i All drawings and wniten material appearing herein constitute the original and unputnshsd worw of the architect and the same may not be duplicated used or disclosed without the wnnen ConSenj ot t e architect i V`ET1 - . _ PLAZA BULDWG — () GROUND FLOOR _ + 100 I -0" I o ', PHASE 11. FIN . FLR . i ,_ 1111 ° ' ' I All 11M . Dui 1111 - 6HEE5T H07E ; j f111 VAILI* COLOkADO, FIN . FLR . WHTFAcTOK15 0f'101`� Ta lKW r% C�1P INSLIl.�rlos +96 _0"- - - - I ri uu, lam+ is lrl�u ar PP°'T rl°l`I ► I p • WALL -SECTIONS O g po 9yp 6 D p. s.O• 1 . Iy Cp10 6 i=11 I f DRAIN TILE o�� j 11111 f 11 I B'DeD aa t1 111122111 3/8"OV-0"y ca 6's 6 o fi11 .:If II I 1 1 I h y 9 SIECTION AT EAST MALL 10 S EtT ION AT EAST MALL „ SECTION AT EAST MALL . 12 SECTION AT NORTH WALL A3 . 8 A3 . 8 A3 . 8 A3 . 8 r 31.01 DE+Cut 4 1997 AS JM W . a r • 7, 5M SHOD 4,1 ANA 4-2. � �u�� coMsTfr��N 5� + A3n8 m r r r r ROMA . i r�-f;rtc��ttrrc� * [ �rh�Zrr I )c��i�rr • 1'l���rnr�t 1420 Stater Strca CEILING SYSTEMS _ � WITH 3/4" GLUED ON ACOUSTIC TILE 12' x 12tjRe, 06 44061mrm. 1 I%LAMMS 1 I , + GYPSUM BOARD ON 1 ' 1 ■i��� r■■■■■■ I KLAR616NODUING® 1 1 1 1 STUCCO ON r EXTERIOR M 1 : — E� '� • GYPSUM ON 1 CHANNELS-AND FURRING CHANNELS. 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A8.1 3":1 P-p* A8.1 3";7'-0 A8�1, 3w.,1 F-0j, .. u0'T�s °�h�LJ FF�g IS AL'#"pz►JAFTS A8:1 3".1 P-O" . ^b 5 R Y 1 • -ruP. 4 -UP r�NIN6 M,.-rlga 5, MLOW f-15TAI, LGt p� o •, 1 ADPE14PUH kid. I 17-9$7 Ld 5"TUGr.O • MENIDP.ANEINC� ` pPt�"GH � D / y AP drawmgs and writen material appeannq herein constitute the onprim and unput)I,shed work �$'' LONCa C�Sr'I u's/r lI Nv O M � N� I7�FI I of the drehil@ct and the same may not be duplicated used or drsdosed without the wrNten consent of the arch,teCt • `` �°'� L °� -��` N � •• EGA rJ51VI Flab�f f� M�'rAI. �hIC� I G` l.Cyl • ' . • pct v�� "- � +p�E � - I NSTR'l.i. ovsrr. A�N D �I NL' �, W ,P N'II~M J E �/►�ESTIN 10 PLAZA BUILDING ° `` 5A.,'Nr AMP Utc�. R0D Z'" c�.os fJ e o Iz`+ C f r PHASE , II o , X Ll � r M AL � ov a. VAIL, COLORADO � ' W+P M6M 81zAN� RXTMOR DE'T'AILS "R? 4A} 1�.1��DJ� GOMtI'flDf.l �1. •IIN� - -1 � � �HAL.L LAP W P MCHDrkN E ROOF li TUR.� -U P AT f. N C-NIBS �IJD � mlow ANI� c Igo�1 a \ AN ON 1PW0'�S I/V140 tT- OVM rlr-TAL F�NINC4 ' 4 NO-rE: S r A��oxf►-�a-r� �-� ar= e,c v , aA ;4: AS SHOWN u N ITS TO bE 15L4u (4 31-4'O t G 1 5U IR=T6 . l , �It? IZ" 0,444-r X\/er- Dr- X41 -r A-r �,GN ' 1:N17),ALLOW 1/4' GL ICE E5r-TW L 6�10 , r -JE 4 1987 .. MT 1 JIM 9 ROOF' CURB (UPPER) 10 A—SNOWFENCE AT RIDGE � 11 EXPANSION JT. . 12 SCUPPER • A8.1 B-SNOWFENCE AT VALLEY A8.1;. ". '- " As.1 "• ._ " A 8.1 3":1"-0" 3 . 0 3 ,1 0 r , A8w EXTERIOR WALL TN2. E WHERE OCCURS E ZE OCCURS E F E F WHERE OCCURS E F E F 9 3/4" 1 7 1/8" 11 ` 1/4" 1. 1 I 12 1/2"s D1 1 ' -2 1/2" 1 ' -0 /2" 6" 1/2" I 6" 6" 1 1/2" 6" I 2L 1/?"L 6" 1 I/2" 5 7 16" L 5 3/8" '` 1 C�5/8 GYP 5HF1Tµ4"6 5/8" GYP . BD . 5/8" GYP . SCAiF4 5/8" GYP . 5flEA 1 5/8" GYP . 6HEA1141W6 5/8" GYP . BD . R- 19 BATT INSUL . I R- 19 BATT INSUL . R- 19 BATT INSUL. R- 19 BATT INSUL . I R- 19 BATT INSUL . RIGID INSUL . 6" METAL STUDS 5" METAL STUDS 5" METAL STUDS 6" METAL STUDS 5" METAL STUDS C . I . P . CONC . 2 1 /2" METAL STUDS 2 1 /2" METAL STUDS 2 1 /2" METAL STUDS 2 1 /2" METAL STUDS GYP . BD . 5/8" GYP . 5/8" ' GYP . BD . " 5/8" GYP , 1 1 1 5/8 GYP . BD . � 5/8 GYP . BD . 9H "TFI1 Nb I , 5NEA-TH 1 146 EXTERIOR INSUL . 1 EXTERIOR INSUL . 1 I EXTERIOR INSUL . AND SYNTHETIC EXTERIOR INSUL . I EXTERIOR INSUL . AND SYNTHETIC - EXTERIOR INSUL . I AND SYNTHETIC STUCCO SYSTEM I AND SYNTHETIC AND SYNTHETIC STUCCO SYSTEM AND SYNTHETI-'C STUCCO SYSTEM STUCCO SYSTEM STUCCO SYSTEM I i STUCCO SYSTEM ` tul k I I I F.O.S, gll 31��'I F.O.S. 5/8" 5 3/8" F.0.5, F.O.S. 5�" 4 8 F.O.S. F.O.S. 53/8 - 4µ?. aV F.O.S. F.O.S. F.O.S. 5" 4 1/2" r�T�t r.tT� F. .s. I f.r-rs N-1� � � N�5 1 T NTh I LL TYPE R WALL TYPE WALL TYPE WALL TYPE WALL TYPE WALL TYPE (:D-3M 1 , _0„ 39,_ 1 ! _ 0„ C 3"= 1f _Ot, W jM= 11 _ O" E 3„_ 1 , _0„ F 3„_ 1 , _01, WALL TYPE D 1 3”= 1 ' _011 A fill. V PO P4 M4 M5 M2 M4 R- 19 INSULATION 5 i 5 d I WALL TYPE D WALL TYPE B A8.7 A8.7 5/8” GYP . �N�ATNINU 1 F " 1 5/8 GYP . SNEA-TN 1 Na I� �I 6" METAL STUDS TYP . o 6" METAL STUDS" F.O.S. 5 1/2" 5 1/2" F F.0.S S. i4,� Ca rJT� G �} +,f'fs F.0,-6, T . S . COL . S . S . D . T . S . COL : S . S . D . F.O.S. 3" 3" F.O.S. 5/8" GYP . BD . :0 5/8" GYP . BD . • 5/8" GYP . BD . 5/8" GYP . BD . TYP . M i I TYP . I COL . S . S . D . - _.—_— - -- - �. N T . S . COL . S . S . D . 26 �'- --� 1 ] --t--- - -- - - 6" METAL STUDS 19 --t-- - - -�"--�" METAL STUDS ° ,L 5/8" GYP . SH�i�C1'H I Nla �„1�4 IN6 `� EXTERIOR SYNTHETIC Q EXTERIOR SYNTHETIC i 5/8 GYP . STUCCO SYSTEM STUCCO SYSTEM EXTERIOR SYNTHETIC CONC . CURB BELOW CONC . CURB BELOW i i EXTERIOR SYNTHETIC , +� f STUCCO SYSTEM STUCCO SYSTEM F WALL TYPE B WALL TYPE B CONC . CURB BELOW CONC . CURB BELOW I I R- 19 INSULATION WALL TYPE B WALL TYPE C , R- 19 INSULATION R- 19 INSULATION - COL . AT EXT . WALL C 0 L AT -EXT . FALL 3 COL . AT EXT . WALL 4 COL . AT EXT . WALL A8 . 3 1 1 /209= 19 -009 A8 , 3 1 1 /2"= 1 ' -0" A8 . 3 1 1 /299= 10 -0" A8 . 3 1 1 /2"= 1 ' -0" Q3 EF - �ITU'ri-I� - � CoNC i cu1�� �IrOL�I IyZ �� 5�`1 9 fie" N D'k � Uor � FA4I ' R- 19 INSULATION R- 19 INSULATION �� L� FI,�NIN4 5/8" GYP . SHCo<HIW6 5/8" GYP . gH -IIN� 1 -� .� roP I21V T . S . COL . S . S . D . _ T . S . COL . S . S . D . 6" META ' STUDS � 6" . METAL STUDS '� P�z��oN ��Pr� L FpAen'ITOW TY � PE CZOSIJ�E , 1 7 o _ _ _ _ _ ___2 1 /2" METAL STUDS � g 'A _ _ —_1_— _ _ _ 2. 1 /2" METAL STUDS � � / 5/8" GYP . BD . 5/8" GYP . BD . 4>40,—u _ TYPE X TYPE X �+ jL EXTERIOR SYNTHETIC EXTERIOR SYNTHETIC kL 5-fi1v5 TYP G.IP STUCCO SYSTEM STUCCO SYSTEM e5rr !'11•IENC LAPPM oil CAIUL WALL TYPE A WALL TYPE C TSi . G�.IMfJ �i�.R vAL19y FLA6HIrI6 LAWD1NCS PITCH BRAKE 7A -AT CHIMNEY 7B VALLEY AT CHIMNEY T. 77b Fip.F A$.3 1'Iz"= ILO„ A8.3 a� " 1•A'T e.PA 1+�57L lo'' I W NE OF Lo44 01 Nv G.1 RB ` r'Lw T-M, I��'Ill Pr,o.w I MrALo 900FIHO . 5 COL , AT EXT . . WALL 6 COL . AT EXT , WALL COL. , AT EXT WALL, "— n n— , „ �., s A8 , 3 1 1 /2 - 1 -0 A8 . 3 1 1 /2 - 1 -0 A8 . 3 i 1/L;0:� -o PECK 8—O All drawings and written malerW appearing herein constitute the original and unpublished work 21_01 w 1-011 21 OI �i, / of the archilect and the same may not be duplicated used or disclosed without the written T 0TL, L 3 VQ I X J`/211 :ort�nt of the architect 1 x 5 coNT, 51-K . ill f E STIN IL PLAZA BULDING I, 211 PHASE II: ` K�TGH�N HAD ANT Mai WAIL, COLORADO M � �rA�. s-ru1� _ r��T r-LASH.iM� TuKh{ LIP 18 'MIN, 10 :� Tuts 7"L, 2-x4 EXTERIOR WALL TYPES, o a8.3 7� �IINQI ' N �c o I� II 5 Ik 11 e n y � , EXTERIOR DETALS &4'l 0,6 MAX 5TL, 51-1 A "Y' M A Roof N MTA GONT M644.9 — — — @ 1411 4,G, 11` rLAT W 64NT Lil 4" ail LQ d �gI,OPE Q %AL AHT - od CILI E n1? MEN. AS SHOWN NTS. "Nei-VERTIfAI. . 12C�4� PLf�M ... .-.. -__. fi310 , 1987 8 ROOF HATCH 2r 6" x • 3'-o � �.ouv�t�q CHIMNEY 10 CHIMNEY BASE DERAIL CHIMNEY LOUVER DETAIL y�1 . k:1'-oi' 1 loll AS 'o11 3 _ _b A8 A83 t�— I-IAt46Ee IAMM 0/ 15OI,AToQS (p4'-O"O,C, MPTA�� C GHANN�L 1JN�� It @ 4-0 0•Gr M - METAL t G►•rANN�I-... r ''��� METAL- Har G�fANNE�. r _ 2 It D.G. 7YIP, 5 8 "Gr�'P f3D VIHYL. Gr VINYL FEE ACOATIG -VIWL- E� TRIM AGO U5r I GAL TILE ACOI lSTIG 6OU"v7 I GA l- TI LIB p,�pl�,r-nG ANT �'YP. GI. E Af fWCAMON °d14Nfi T %-P+M 7fP, 0/ e 64tx� WD r GLUE . ® w/�'--� Izov w/ Ise Iz�v P 1 loll f s 10 DIAMETPIz HOL , IN TFAGK�UMOI-T 57e AND IKAM I1 xI A wooQ TRIM � Ixlo wp r9IM � �-- MM� gal: oH Rv dlklllllllllllllllllll j ,. .s ti y CEIIJNG �ITi C1.1NG I -lad' EeE PLAN AL- M DS A8WU 24 0 5r G 4l-0 g g by e MOVA5LE A0Vnc N TS 4 " F1T1'1"}ON T�� �Q SM 9FMA4. I T415 54%.r 1 LIGHT VALANCE AT MOVABLE `ACOUSTIC PARTITION CDOUBLE TRACK) 2 LIGHT VALANCE AT WALL As.4 3%; 1 1_3n ' As.4 3 111 . I-on ' 4 MENL C CHANNEL f METAL 4 <C4 MN - , META.- HAT GFIPv NEL COUMmK W IPTH NT. METAL C G14AN4e, 12ti L,�M F5: GF_ F40 sFX 50 TAL FIAT UiANN�i. SING*.• u�•1I' F►wE UNIT5 Of'IP STWC7 � ' o"1 +-0, l BUTT M0�9 ! METAL M C ANN - W. F*44?- tAMP fl.uolz�WNr UNITS !`O Or, 4-O c�mNuouS I 0 0 o TWO I�M1° rlruole >�r Ur�ITS purr rlour�r Fog COWINUOUS IEWIT�I ; 3-0 OR 4-D LONG 5UTT ►' OUH7q� I.AN►pS I=�o oR r- o 6Fc Colon/ �>ruoR�sWC.51�IT uNIT5�4'-0 �oN� r ��— - .... _..;._. .. hprt�s� t� r-3o oK X40 9ric�o I�In 9•rpa�T - � IUD ST�lzr �� Fi�t2 COf�TINU0U5 L�IGTH �•� �� • p},ITT- MOUNTED Fo1c r,ONT41 .145 Imo'• fB, GE W A FZO SM 50 60IL . �+6T4� _N 14AC'Ip 5"i'ART 1 ffMH INTMOK WHIT POLII5I•,Fi 1C, GA• STUPep w H aC eAH r-rAPI INTO �- `� Z ,/2" r1 SAL �'fuDg aY�• � I GYp f3D. , � �• r.�I1.1Na LINE G�ILINa LINE C:fauN�, LINE. PINShI• COI- W TIS VO" G'fP, CD, 'TYP K54- Iq WOWLETONE PM5MXrZ, LENS K,05I4 - 14 WNZE`rI 'I aVIA'T IG LI WALL FIH154 TO r0f 6* 5f..OT - METAL ANaLI FOUL SINS OF SYj — MaTA . C4N'TiNU" � I • _cr r 3 LIGHT AT BEAM 4 LIGHT AT LAVATORY COUNTER 5 RECESSED LIGHT WELL 6 LIGHT DETAIL A9,4 I1 "=Zo:%.I� �n A8.4 T4�Iflz��� . r A9.91' "Y � '_�" A8.4 3 ,� '_On TO� ' ro A I.JS"r#CAL P .I�G'1'lo1J Nom PoUgLa TOI' - ® APODJoui l ►o, I >•Zr9 $T a PG��.1.1 CA:�f •, . , TI�C.I~ , FYI? �fP, � U d�'� FIZO I-� ow MUGMEM . - _, F �u�� � � �s , �. All drawings and written material appearing herein consf rule the original and unpubl shed work �(r�J(/ r+F+�t of the archolect antl the same may not be duplicated used or disclosed without the written 615.1111 La IJL� _ F I HOLX consent of the architect G P'rAIL• 1/,A9,4 o0o, -,.. ,�WESTIN 15/8 �P9 CONY _ ,.. _ 24 0,CI p PLAZA BUILDING Wav 5fup TO PHASE.e II LET 0110 .. r A tJ5T1GoAL WAIL, COLORADO 47 Mir, �ruv g I > - -F LI� re 161E-I CEILING DETAILS sVe' r'iETAL STUD C-0 SEALANT i I °.�1FIT FKAhIIN6 5 =(*&FrD L14HT FiYftlC. • I IM, JAWC.6 g1151 A& 1 . AS SHOWN fi310 7 PROJECTION SCREEN $ I VALANCE AT' MOVABLE ACOUSTIC PARTITION (SINGLE TRACK) SOFFIT AT 1 ST FLOOR PREFUNCTION LIGHT - A9.4 g".i"_Os A8.4 1 '-T f-7 ���L���I O� I • A9A N h ':Y , r '�i ,'.,, n, r nn_J 'i .r. r., ..n..m' i" .:, a ,. .. .1 a. ,. ., 1. n • , ', ,. ,.v H'fd vi s. 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B 4 ,.. _ rw �. . _ CPA 1 CPB 1 I I �t :� AL �+at� f.,} Y G H T 111th P'LA•l ,: #1 1. I. . . \ y �` �L G h ETAS L' . 1 l-' ti'.. GLJCA. e-.4.15 J r ".. 'wr 1r A 'LAN ♦�Y•11- R 5. I/4"' I--O" ;�, ,}�� Q� Y PO g; Q3 Q9 ,7631 Q . i n_,. y. � . ( 87aa4 •. C'Z L 3' W,. Y ti 1. . . '�VIEETIIVG ROOM L� GHTiNG IPLAV NORTH L .._: ' . ,5 . „ . BA' NC7RTH. . 1: . �, -�, r .. LX—B*` F I !.' SCALE + �4 r . ,:- E2111111 {I, . .��-',:, ,. v .i .i 1 a. , " . 5 ?n 11: .. . . .. . ;, ' . _ . r v ., I 1.• , , .v".. i. ', : .. , .I �i1 ,,err .! II : " - �, �._ I . 2 d 1' 1, rF"' S ll N, \ .,� "• nX LOCATION MAR ADMINISTRATIVE INFORMATION I . BUILDING CODE NAME AND ISSUE DATE : 1985 UNIFORM BUILDING CODE: 1985 UNIFORM MECHANICAL CODE; 1985 UNIFORM PLUMBING CODE WITH 1982 SUPPLEMENT; 1984 NATIONAL ELECTRIC CODE; 1985 UNIFORM FIRE CODE ZONING CODE NAME AND ISSUE DATE: TOWN OF VAIL ZONING CODE 1965 INTERSTATE HIGHWAY 70 ZONE GROUP: SPECIAL DEVELOPMENT DISTRICT 4 _ M OCCUPANCY GROUP : PRINCIPAL OCCUPANCY - A2. 1 . OTHER OCCUPANCY - B-2 FRONTAGE ROAD LIONSHEAD BUILDING CONSTRUCTION TYPE: I I- 1HR. (WITH FIRE SPRINKLER SUBSTITUTION FoR 1 HOUI,) OQo 4�©�' a BUILDING SQUARE FOOTAGE : 35364 G.S.F. - � ILDI- NG • , • CASCADE PLAZA BUILDING PHASE II VILLAGE SITE TERRACE WING WESTIN HOTEL VAIL HOTEL ADDITION PHASE I TOWN OF VAIL Al CONF REN C1 I Y _ Fp: A-1 GENERAL NOTES REF. J NOT TO SCALE I . FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT FOR CLARIFICATION. 2, ALL INTERIOR PARTITIONS ARE DIMENSIONED TO THE CENTERLINE OF STUD U.O.N. 3. DETAILED DRAWINGS AND LARGER SCALED DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE PROJECT DIRECTORY DRAWINGS. 4 . EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE OF STUD. OWNER: VAIL VENTURES LTD. • 1000 S. Frontage Rood Suits 200 Vail , CO. 61657 (3031 476-6602 (Vail) 13031 892-0830 (Denver) TENANT: WESTIN HOTEL 1300 Westhoven Drive ABBREVIATIONS CROSS REFERENCE & SYMBOLS DRAWING LIST (3031 CO. 811 (3037 476-71 1 1 A ROMAIDESIGN GROUP PH SE C E FA A ACOUS ACOUSTICAL F F.A . FIRE ALARM O O.A. OVERALL U UNF UNFINISHED REFERENCE LINE ARCHITECTURAL 1420 Sutter St . A.C. T. ACOUSTICAL TILE CEILING F.B. FLAT BAR OBS OBSCURE U.O.N. UNLESS OTHERWISE NOTED i San Francisco , CA. 94109 A.D. AREA DRAIN F .B.O. FURNISHED BY OWNER O.C. ON CENTER UR URINAL I �`- ` AO . 1 TITLE SHEET . ABBREVIATIONS, LEGENDS , DRAWING LIST (415) 775-4350 ADJ ADJUSTABLE F.D. FLOOR DRAIN O.D. OUTSIDE DIAMETER AGGR AGGREGATE FDN FOUNDATION OFF OFFICE I A1 . 1 SITE PLAN ALT ALTERNATE F.E. FIRE EXTINGUISHER OPNG OPENING V V.A. T. VINYL ASBESTOS TILE STRUCTURAL ENGINEER: ALUM ALUMINUM F.E.C. FIRE EXTINGUISHER CABINET OPP OPPOSITE V.C.T. VINYL COMPOSITION TILE BUILDING S E C TI 'O N A2. 1 GROUND FLOOR PLAN RICHARD WEINGARDT CONSULTANTS APPROX APPROXIMATE F.F . FINISHED FLOOR VERT VERTICAL A _ - SECTION IDENTIFICATION A2 . 2 FIRST FLOOR PLAN 1401 17th Street ARCH ARCHITECTURAL F .H. FIRE HYDRANT P P .E. PORCELAIN ENAMEL VEST . VESTIBULE - SHEET WHERE SECTION IS DRAWN Suite 400 ASPH ASPHALT F.H.C. FIRE HOSE CABINET PERF PERFORATED V. PL. VENEER PLASTER A 3 . 4° A2 . 3 SECOND F FOR PLAN Denver . CO. 80202 AVG AVERAGE F .H.W .S. FLAT HEAD WOOD SCREW PL PLATE V.W.C. VINYL WALL COVERING A2 . 4 MEZZANINE PLAN (3431 2'92-5722 FIN FINISH P. LAM. PLASTIC LAMINATE A2.5 ROOF PLAN FIX FIXTURE PLAS PLASTER WALL SECTION B BD BOARD FL. FLOOR PLUMB PLUMBING W W WEST l SECTION IDENTIFICATION A3. 1 EXTERIOR ELEVATIONS MECHANICAL, ELECTRICAL ENGINEER: BET BETWEEN FLAS FLASHING PLYWD PLYWOOD W/ WITH _ __ A3 .2 EXTERIOR ELEVATIONS YODER ENGINEERING - SHEET WHERE SECTION IS DRAWN P .O. Box 5740 B1TUM BITUMINOUS FLUOR FLUORESCENT P .C. PRE-CAST W .C. WATER CLOSET A ' 4 - BUILDING SECTIONS BLDG BUILDING F .O.C. FACE OF CONCRETE PR PAIR WD WOOD A3 . 4 BUILDING SECTIONS Benchmark Plaza , Ste . 307 BLK BLOCK F.O.F. FACE OF FINISH PROD PROJECT W/0 WITHOUT A3 .5 BUILDING SECTIONS Avon . Co . 81620 BLKG BLOCKING F.Q.S. FACE OF STUDS PT POINT WP WATERPROOF �� �� DETAIL IDENTIFICATION (303) 949- 1 191 �°- DETAIL NUMBER A.3 .6 WALL SECTIONS BM BEAM F.O.SHTG. FACE OF SHEATHING P . T .D. PAPER TOWEL DISPENSER WIN WINDOW A3 . 7 `WALL SECTIONS BOT BOTTOM FPRF FIREPROOF P . T .D./R COMBINATION PAPER TOWEL WS WEATHERSTRIP A9 . 4 - SHEET WHERE DETAIL IS DRAWN A3 , 8 WALL SECTIONS B.U. BUILT-UP F .S. FULL SIZE DISPENSER AND RECEPTACLE W.R. WATER RESISTANT GENERAL CONTRACTOR: FT F00rr OR FEET PTN OR PART. PARTITION WSCT WAINSCOT G.E.JOHNSON A4 . 1 ENLARGED PLANS - FIRE CENTER , TELEPHONE , TOILETS P.O. Box 2139 FTG FOOTING P.T.R. PAPER TOWEL RECEPTACLE WT WEIGHT -04 , ROOM IDENTIFICATION A4 . 2 ENLARGED PLANS - MEETING ROOMS. BALLROOM P.O. ox Springs , CO. 80901 C CAB CABINET FURR FURRING W.W.F . WELDED WIRE FABRIC ROOM NUMBER C.B. CATCH BASIN FUT FUTURE (303) 473-5321 C.C. CENTER TO CENTER F:R.P. 1�Z I�N1E'�::P-1! °Y���- O OT QUARRY TILE A5 . 1 INTERIOR ELEVATIONS CEM CEMENT FLOOR PLAN PLAN/ELEVATION TITLE A5 . 2 INTERIOR ELEVATIONS CIVIL ENGINEER CER CERAMIC G GA GAUGE , _ , A5 . 3 INTERIOR ELEVATIONS SCALE : 1 /8 1 © EAGLE VALLEY SURVEYING C:T. CERAMIC TILE GALV GALVANIZED R R RISER 1000 S. Frontage Road West C. I . CAST IRON G.B. GRAB BAR RAID RADIUS MATERIALS A6 . 1 REFLECTED CEDING PLAN FIRST FLOOR Suite 102 C. I .P . CAST IN PLACE GL GLASS R.A.G. RETURN AIR GRILL � I SECTION/DETAIL TITLE A6 . 2 REFLECTED CEILING PLAN - SECOND FLOOR Vail , CO. 81658 C.L. CENTERLINE GND GROUND R.B. RUBBER BASE SECT I ON (3031 476-4873 CLG CEILING GR GRADE R.D. ROOF DRAIN .,__ It _ Q., A7 . 1 STAIR # 1 PLANS, SECTIONS AND DETAILS CLKG CAULKING GRA GRANITE REF REFERENCE SECTION NUMBER A7 .2 STAIRS AND ELEVATOR PLANS AND SECTIONS CLO CLOSET GSM GALVANIZED SHEET METAL REFR REFRIGERATOR SOILS ENGINEER CLR CLEAR GYP GYPSUM REINF REINFORCED EARTH 3 A7 . 3 STAIR DETAILS C.O. CLEANOUT RED REQUIRED �.: a. i.. INTERIOR ELEVATION A7 . 4 STAIR PLANS AND SECTIONS CHEN AND ASSOCIATES COL COLUMN RESIL RESILIENT a GRAVEL IDENTIFICATION De South CO. Street Denver . O. 80223 CONCRETE NORTH 2 A 5 . 1 4a-- A8. 1 EXTERIOR DETAILS - ROOF (303) 744-7105 CONIC CONCRETE H H.B. HOSE BIBB RGTR REGISTER n•;a a- fl•e� ELEVATION NUMBER COND CONDITION H.C. HOLLOW CORE RM ROOM :�e� :�:4 LARGE SCALE A8. 2 LOGGIA PIER PLAN DETAILS CONN CONNECTION HDR HEADER R.O. ROUGH OPENING CONCRETE SHEET WHERE ELEVATIONS ARE DRAWN A8.3 EXTERIOR WALL TYPES, EXTERIOR DETAILS CONSTR CONSTRUCTION HDWD HARDWOOD RWD REDWOOD SMALL SCALE A8. 4 EXTERIOR DETAILS ACOUSTICAL CONSULTANT CONT CONTINUOUS HDWE HARDWARE R.W.L. RAIN WATER LEADER CONCRETE ---ti DOOR IDENTIFICATION A8 .5 EXTERIOR DETAILS CHARLES M. SALTER ASSOCIATES INC. CONTD. CONTINUED H.M. HOLLOW METAL BLOCK ;\5 a � ) �. DOOR NUMBER A8. 6 WINDOW SCHEDULE AND DETAILS 430 Montgomery CORR CORRIDOR HORIZ HORIZONTAL / (SEE DOOR SCHEDULE) A8 . 7 WINDOW DETAILS San Francisco . CA. 94133 C.P . T . CARPET HR HOUR S S SOUTH ��'i�a ASPHALT A8. 8 EXTERIOR DETAILS - BALCONIES (4151 397-0442 CTSK COUNTERSUNK HGT HEIGHT S.A.G. SUPPLY AIR GRILL• - , CNTR COUNTER H.P . HIGH POINT S.B. SOLID BACKING SAND FILL WINDOW IDENTIFICATION CTR CENTER H,�. � ��!� S.G. SOLID CORE - �A # WINDOW TYPE A9. 1 DOOR SCHEDULE AND DETAILS LIGHTING CONSULTANT S.C.D. SEAT COVER DISPENSER STONE (SEE WINDOW SCHEDULE) A9.2 ROOM FINISH SCHEDULE, INTERIOR PARTITION TYPES WHEEL GERSZTOFF FRIEDMAN ASSOC. INC. A9.3 INTERIOR DETAILS 12100 Wilshire Blvd . Suite 480 I I .D. INSIDE DIAMETER SCHED SCHEDULE METAL A9 . 4 CEILING DETAILS Los Angeles. Co . 90025 D DBL DOUBLE INFO INFORMATION S.D. SMOKE DETECTOR (LARGE SCALE) ,; REVISION (2131 826-8722 D.D. DOOR DIMENSION INSUL INSULATION SECT SECTION - METALS A9 .5 MISCELLANEOUS DETAILS DEPT. DEPARTMENT INT INTERIOR SH SHELF (SMALL SCALE) DET DETAIL INT.L. INTERIOR LATEX SHR SHOWER CONTINUOUS WOOD CEILING IDENTIFICATION STRUCTURAL D.F . DRINKING FOUNTAIN INTR INTERMEDIATE S.E.D. SEE ELECTRICAL DRAWING CONSTRUCTION - -- CEILING TYP y n DIA DIAMETER INV INVERT SHT SHEET DISCONTINUOUS -- -- - ICING HEIGHT ABOVE Town of Vail Comrnenit A -4 FINISH FLOOR S1 GENERAL NOTES b DETAILS pevelopment DIAG DIAGONAL SHTG SHEATHING WOOD BLOCKING S2 FOUNDATION PLAN DIM DIMENSION SIM SIMILAR METAL STUD S3 2ND 'FLOOR FRAMING PLAN plait Build Health Fire DISP DISPENSER J JAN JANITOR SL. SLOPE PARTITION S ROOF FRAMING P A - - T 4 I G PLAN PARTITION IDENTIFICATION DN DOWN JT JOINT S.M.D. MECHANICAL DRAWINGS � Approved SEE NICAL DRA I GS WOOD STUD __- -- _-- ----__-- S5 FOUNDATION SECTIONS pP . 'YY ESTIN D.O. DOOR OPENING S.M.G. SUSPENDED METAL GRID CLG. PARTITION INTERIOR PARTITION TYPE DR DOOR S.N.D. SANITARY NAPKIN DISPENSER 56 2ND FLOOR SECTIONS Ddnb�. 4 PLAZA BUILDING GLASS S7 ROOF SECTIONS - y,, DWR . DRAWER K KIT KITCHEN S.N.R. SANITARY NAPKIN RECEPTACLE (LARGE SCALE) EXTERIOR PARTITION TYPE �► � " A DS DOWNSPOUT S.P.D. SEE PLUMBING DRAWINGS ~.�1t lidit 'Irform► PHASE , GLASS 1 - SHEET NOTE �-�, -�� D.S.P . DRY STANDPIPE L LAB LABORATORY SPEC SPECIFICATION (SMALL SCALE) MECNAN I CAL � rf , t1 G " . DWG DRAWING LAM LAMINATE SQ SQUARE - FINISH WOOD t^� _-,trance qr,& +ng ot.4 pe mitt 1 f-Plans drd LAV LAVATORY S.S.D. SEE STRUCTURAL DRAWINGS - - - DIMENSION TO CENTERLINE M1 . 1 MECHANICAL SITE PLAN shallnat6ie nstri*!-"bC2 Pcrmetler; of a#;gn,1 t0 rov�sions t tells wcc PLYWOOD PLAN 4�I. rr�tfai of ., rrY r f lsdt Qpsuancz u# - LKR LOCKER S. ST. STAINLESS STEEL M2 . 1 GROUND'FLOOR MECHANICAL c #' VAIL , COLORADO E E EAST LT LIGHT S. SK. SERVICE SINK 'k- - DIMENSION TO F . O . F . . U . O . N . M2 .2 FIRST FLOOR HVAC PLAN ' p,. y ns r��e,xx Bala s'3 it ... f , ,, s�T an ether o.d?�� df the n EA EACH L.P. LOW POINT STA STATION > a �rr#1at tea 40 p �... �� E.B. EXPANSION BOLT STD TAN PLASTER OR M2 .3 SECOND FLOOR MECHANICAL FLAN PFH,�rr,� tr ,_a Idinc cf#icrZl r, r;r a€tA �culro ' - - - S STANDARD GYPSUM BOARD M2 . 4 MEZZANINE MECHANICAL PLAN f r ;:tl©n of a ro;Is �n :Sai nia s, s�,zryticatmr�s Ord u., T CENTERLINE M3. 1 FIRST FLOOR PLUMBING PLAN ` s; r -_ TITLE SHEET E.C. EXPOSED CONSTRUCTION STL STEEL EXP . J, . EXPANSION JOINT M MAX MAXIMUM STOR STORAGE ACOUSTICAL TILE = , E. ELEVATION M.B. MACHINE BOLT STRL STRUCTURAL -- 0000 r WISH ELEVATION N M4 . 1 MECHANICAL ROOM PLAN .: UA{ E _r - ---z I M4 .2 KITCHEN PLUMBING PLANS x ABBREVIATIONS , ELEC ELECTRICAL M.C. MEDICINE CABINET SUSP SUSPENDED BATT INSULATION SECTION/ELEVATION -- M5 . I DETA I-LS AND SCHEMATICS .... . . LEGENDS, EMER EMERGENCY MECH MECHANICAL SYM SYMMETRICAL M5 .2 PLUMBING ISOMETRIC t ENAM ENAMELED MEMB MEMBRANE POURED FILL 50 -- - NEW OR FINISHED CONTOURS h. DRAWING LIST ENCL ENCLOSURE MET METAL M5 . 3 SCHEDULES E.P . ELECTRICAL PANE.LBOARD MFR MANUFACTURER T T.S. TOWEL BAR RIGID INSULATION - SO - - _ - EXISTING CONTOURS - ED EQUAL MH MANHOLE T.B.R. TO BE REMOVED 0000 ELECTRICAL 1�1 P `� EOPT EQUIPMENT MIN MINIMUM T.C. TOP OF CURB f__ FINISH ELEVATION IN PLAN E.W.C. ELECTRIC WATER COOLER M I R MIRROR TEL TELEPHONE E 1 . 1 GROUND FLOOR ELECTRICAL 66-1 FI1145- � FI.� Fi-AI-� NONE EXH EXHAUST MISC MISCELLANEOUS TER TERRAllO - FIRE SPRINKLER HEAD E1 .2 ATTIC LEVEL ELECTRICAL 65-7, 9��+C1 FI.Oe. 1'� EXST OR (E) EXISTING M.O. MASONRY 'OPENING TIIG TONGUE AND GROOVE D SQUARE E2. 1 FIRST FLOOR LIGHTING 5�-3 i�'r 1-LCOZ 1�EF. �L, PLA#-J EXP EXPANSION MTD MOUNTED THK THICK E2.2 SECOND FLOOR LIGHTING 5.6-4 Z4 KL d5QC. MF GW L. r EXPO EXPOSED MUL MULLION THR THRESHOLD C CHANNEL E2, 3 MEETING & BALLROOM LIGHTING 6310 NOVEMBER 6, 1987 EXT EXTERIOR T .P. TOP OF PAVEMENT AND E3 . 1 FIRST FLOOR POWER T.O.C. TOP- OF CONCRETE ANGLE E3.2 SECOND FLOOR POWER N N NORTH T.P.D. TOILET PAPER DISPENSER A M S J M (N) NEW TrRD TREAD p AT TNO* E3. 3 KITCHEN POWER PLAN WL N. I .C. NOT IN CONTRACT'V, T.S. TOP SET E4 . 1 SCHEDULES NO OR M NUMBER T.V. TELEVISION DIAMETER OR ROUND �,�) ' I E4 .2 SCHEDULES _L PERPENDICULAR ` `� N V � � E 4 .3 LIGHTING DETAILS NOM i NOMINAL T.W. TOP OF WALL .. A0n 1 N. T.S. NOT TO SCALE TYP TYPICAL POUND OR NUMBER ' L 1 - u�1 7 01 AVE. I1 IC Z14 E III -dill Nft 111E ' a PAVING EDGE 1'1P ! EXISTING EDGE.* PAVEMENti 1 3 �ESTHAVEN DMV�t- � 1 _ CON GUTTER I 1 g f TO R>✓1VI A tN A �� If � W CHIP r.. ulrc� � � I-I•( - __ — 11 I �«,, , iCl9eR'� 0,�}'f'��eA .. .. .. -_ - / _ "'rQ RM+rV►�"�i •Go1JC.16Et1: �li�YItJ� ,. T _ ` .r - ••F. .. ft � � r 'yL- --�� Q' ,,,► '� 3rd I,o",�'•o" ` - �-' � '— ----- - � � 14 .__ ' I!; g ', , - •�.• .y � ? ;�fi�e —r-• a -=�"'.ter.,=r;�j- -�'�� —..•+'�=a" \ � �/' +�� + ii •. N . rr. •4 +E-ti ti,f r JJ�' ,, r}: rr � , ';": :'Y + D ,• ':ti, X-4 .✓•°}, `'9^. , L ,ti:, ra ° r! :h ..y:±:�: . . G. ` —tip - `+1., r• —` ••�-. ..'.:':��,'•;� ♦ � . 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'''I �y h1 IDEA 1 Q `6 7A •: „. .nom r _. : r� L I !� :I •4 r'!S 1+41.14 wr G r � �' � STN r d _ CQ i 1 ..I 1 T E"D GE , v� � •� 't, r.7.4•: ,4':•:;:.': .J,ii:•:' .':i':`i::'.'i•'i:•:f:::. 1, t ' / i a i 1 ,I +�YT.25 .Y! :''r'•.. DRIVEWAY h �r / + '1` ,'�1IN���:�E. .�"iE. 47'5 r� li't.5 arc, ••4'1,5 i � C z r•+F 1 >: t u / � oPiG? wAr'P- 4 � ,:�:::�:': ;:;;:, �:�;: ,'� :,,,•..' ?:: Gong, T`f�' � a 1 .7 �►I B LLARD 0 �� i i I +41r• ' i�'('g+ +►?.1 4 :*4�2�,i �•g ��•2* �I'1.2 1 '$ A 1., 1 1/2*- 1 1-I�* I W ATeR FEATURE Own 1 �r i gGpPE nt /f'.G'Go�fii:f Z i t- P£ i �--." ""� I — -� a b. 41� s`°p a, t�lt5 1 _., ���, AREA. et `n;,l� 411- CL ! ! liuultA4EHJ +... . i �4rBp ___ �•6' 1+4,2 �AVS C4 � T�I7'2 I +►s't.'h ► 47.1 !+('12 Las P A SE I 1 1 I w GAiD LINE u�.z 1 - ��Z l TERRAC WING ' -----'-- ---•-- -- _..__-----_._.__ -�...�,� � I 4s�� tu � �l _j' � a ,�,J ND E R CO NS Tip . . ' - 4 t I I n 11 0 j ' Town of Vail Community - ,lea 5 ' Development r Plan Build Health l=ire 1 ( , .. s Approved H T ' T NS1Ot\f ' .q ± I --O �L E X E �g I y e I PHASE 1 I r — -'I I 'Denied :13 C7 >] p UNDER CONSTR ' I ` PL,la+t! I-- •� — — — _. ..- — — — — - — — w — ; 'Validity of Permit - _ ?)wm- I ,1 "Sec. 303 (c) 196ULB.C. T- 1 waru� I I I I 1 The Fosuance or granting of a permit or approval of plans and specifications shall not be construed to be a permit for, or an F OUf`'ITAN _ _ l_„-, _ - ,— - EXIST HOTEL approval of, any-'violation of any of the provisions of this Lola — -�- — - — -- — - -- - ,------- , _ ~~- - - or of any other ordinance of the jurisdlcation. The issuancut of l PROP.- LINE (T V P) l GRID LINE a permit based upon plans, specifications and other data shim! not prevent the building official from thereafter requiring the l I FAILS I 1 correction4f .errors in said..plans, specifications.;and .oth.or F _ OF 1 data. I I -DATE, . REF, NORTH• • t I I 1 , NORTH Z'_0 (a 1 I r--r"'� , - 1 I I � 14��i I I I I 4I IC ( -O r ��' 41 'n,'IM'k' .4n{, yY;lfli'•m,i:,..,.i .4C.ue:er,,,':^,e•rlr• -u+l s,lr.,tp'hV or�rioS (l U�lj tri11P.Ck WOfY I EXISTING WESTIN HOTEL ..,w,.,r•VSCIOSPCI WHIMtFI NSP Wnf,B11 I a !�I II - - I } .I• 4` •,r Ser: •N lr:'11'e' a 5 4:' T - — WESTIN I q Ca4P�V_� �'�:� C,D�IC' �iP�IA�C ,o 1�� rv,!� ,. -- ! ` -- cued r u;�-5� PLAZA BUILDING PHASE II r3 SIDEWALK & CURB "_ � '-o" VAIL, COLORADO 4 r SITE LAYOUT PLAN • Nom'i�1,.� ' , 1. �X 1:';i�4(� `pi t: M pro Q_1^110.1 p ,2'fl L iW , IyXiST�Ca 6rAt�,.h � PAV1�4do COSIl~L/=Ll<AI0v j WA1 ' 1�.1G 17Y f�aL� 1/Al•l�t :!�G1!�E��I'�G A►•1P rr i :u�L-Irl6 ,Nc1 PW�-V VZ7/87 71 tYW, :20 2,FO PLAZA SITE PW9, Llq! leaf-t-1A-Wt, .3, ELGVA'i't0�-1 �j Cr! � Ca LAI. 'O 100' O . _ - A5 CAl.LW 01.rr O14 IPN�iC 11 D��I N46!7 6310 . NOVEMBER G, X 987 AS JES • �.�FOIZ Tom' 4� fr�+•tr�'��'. 11��/A'-rlptJ�j . • 5�� ST�UG'�. DIr.!G�. - A 1 . � . 9 B 10 11 rD . 3 . 8 3 . 3 3 . 8 3 . 8 3 . 4 1 � 7 T U • W� Y Z N P.3 P.6 P.8 0 a6 a t I I l I –��PHASE I REF . LINES 1 ! -9" 43' -5 1/2- ' I � , ' 37'- 10' -0" I I I i 10'- A 3/4- 1 '- 1 1/2- I I I NEW- ST . -PHASE 1 CHASE II EXI 11 I I I + 1 • I � l I � I l � l � I I I � .= 32 11 - 3 ,— r�......�_..-�_....�_�_—_—_—_—.....—_—_••--L'----- -------f---------T- - 3 co ' I ELEV . 1 002 I I I i ,�► ;o, cam. .. �ERVICE � { ND . 1 I � ABBY TA I R UP 20 CONC. MALL I 1 . m 0 4 .I 0 , � I � I i �0 �_—_ . _—_ _-- ------------_� .—_—_ ._ ----�- - - _--------- --- ---- ------------ --------- --------�--- _�-�.------ _----_--..��----_--_-�- _ - 30 F 5 03 1 CU ^ I ALIGN F.O.SHTG. II/ F.O.C. = ' CONC. VALL I ELEVATOR °1 MACHINE RM . i I E ON AAW 151-1 1/26 it-ON 29.1 _�--_ -------------_-�_—_____—_�.---�-----------------_—_-�_--�----- - - - - ----- - ------- I I I 4 I' I I SERV I CE I I TUNNEL I a l l l I � ` � 89 ER iHE . ALL OF i I E 5 �� 3 . 5 3 . 7 { I 1 LINE OF FIRST FLOOR —_-- —_-- _-- __ -__-- _--�� —_— - _ EXIST. STAIR (TYP . I 1 ! xQtggTTII W LLRE B D 26 —_----___.--_— PHASE I REF . LINE 6 � AbpN �51 ill F EXISTING o ! xlfi. SERVICE 1 TUNNEL z -----•-•.------------,--•-t------ - _ _—_ _ - 24 PHASE I REF . LINE - �XIJJ?NUALL 100 -D . . . t I I !I EXIST. I -J E ! 1 I I f I Town of Vail Community Development ! i Plan Build Health Ffre pp raved Denied © El LINE OF FIRST FLOOR ! (TYP , ) ! Validity of Permit {� ! Sec, 303 (c) 19e5U.B.C. 1 The Yssuance or granting of a permit or approval of plans and REFLECTED CEILING PLAN ! s^orifications shall not be construed to be a permit for, or zr� A2.1 z.�pr I of, any violation of any of the provisions of this cc-) ! ova or of any other ordinance of the jurisdication• The issuaAcO l a permit based upon plans, specifications and other data sly:it ! ! not prevent the building official from thereafter requiring t?°.e ccrroction of errors i aid plans, specifications and other ! ! data." - I1 —-—-—-— DATE: f / \ , All drawinos and written maleria;ameannq here^6onsbtule the Orcmal and unqurl:5hed work Or the arcmecl and Iho same maa moi Oe duD+1�aie0 used Or d15CIO5ed without She wntten • � ������� �` H�. CON�'fR�.JGTON consent of'he archliel:r ! U �. .I.. ._ I HZ Ga IZ .I Ao Q '010 J O P5961 I� Or - ! err-UCTJP-C� Zo MIN, eA7Ep oMN1r4G Vlf ESTIN • • • ` • • I � accraP.�N�Y ����`-n01� �� PLAZA BUILDING \ uND It OF �tJcTUrZ, I HZ-\ 1� A-'1p DP�hIINC� 115LI �� . ! PHAS E II NORTH !� I VAIL COLORADO I T S GROUND FLOOR PLAN �TS I, FIN, FI.• CLEVA1100 -x106-0` u ,0, IJ, M Z, ALL IN'1^, I�i�+�12'f I'floN� ,4K '1'`-Te 1� u.v,►J. 1 /8" e 1 � _ 0" . 6B 10 ' NOVEMBER B, 19$7\; AS JVI A2 . 1 � 1 8 9 B 10 1 D A3 . 7 A3 . 8 A3 . 3 A3 . 8 A3 . 8 A3 . 4 M M 4 M*5 N 014 0,3 P Re I P.2 P.3 P,5 P° 8 Q Q,6 Q7 R R� R.4 R,5 5 T U . W X Y Z T—r- � 1 + I !I , I ' + - 1 I -r ' r ' PHASE I REF . LINES II I I I I 101 ' -9" + I I I I 43'-5 1/2 I II I I 1 , I I r f 1- r I 1 w 1 - " 1 - r 1 - " ` `5' -6, 19 -0" 1 - 56 3 11 , -9 13 0 14 -6 19 3 5/8 8 4 7/8 9 2 ' -6 1• -0" 4' -0"1, 5' -0" 9' -31/Z " 10' -1 3/4" 15' -1 1/2" + 10' -0N ' -4 /2 1 ' 9" ' 6" F O, I I , { 1 SHTG ,I 1 _ " 1/ " I 11_ N I I I I ' I I I 1 8 l/4 10, I !� I � F � � � , 3 I 1 3 TO PL NEW-�HASE II I + EXIST . -PH SE I i 'I I I� ' I I I I I I IE0 9' -2" i E I �' � ' '{ �-raNlN6 1 I pI�P �IWE�-�I I I � �I � I I ' . I � wry.• � G xc. � I � I I � � i I I I 'i ' I I I� � I I I I �°I.rc .>� � I � I � � . ' I' � ' i 'I I I i �, � ; � � � Z 1 � I i I ' I _ I ,III I I ' I r ' - 1 1/8 I r I Z I A�,, ' DPP, I I I { 3 2 To PL 1/2" I , + �� Fpl Cr I I{ � I ...� � � -. •� � I-1�v�10 ID 1 I I i I , r _ c I �,. = I PI?or 1.10E - I _3 I = I p/}�� I TO PL3/8"I I I . - cl I f 1 ' I I I I , I 1 I I V1� I �I 3 1 3 2 _ I II I ' I ' I _�_ '— ' �_ a —�. �.� —_ --- ' ----- I '------ ' --------- ��► 31 { I I I uPsTAII R 1° -- — PAVERS 'I -------- { ---- —_---_--_—_ I _--_-- I ------- 0.6 I II ELECT I CAL ELEV . ..�._,_- _�--� .�_ — o - FRO, 6At�. 1 I �h'. I , I I I f , I = �1 N0 . 9 11 ti l *dILVIN� X15, INV oIJ?I { , , �i { II ® 1 I 13 V . NO . 1 i I I I �II�E 1 EAST I I I o� �IW r A-r IN si -nol•� ' I ' '' 10 ' L 0 ' DN cof•'!h1 ND I I I r Z HAND a+ ►� in i� "� �' I �) I I I 10_1 toe I eEr1T I I LOGGIA I l 11 I of RFrF, uN � �,��,�J l cv N -- 30 p4 30 --- _ - --- -- 1------- � f's=. -� — --R - -- _.�— �� -� �" � ' 14 � 1 I Iq 511''1r W ' r I I —F �,k. Fi 1 r �r11�� f� ` -------------- ------ ------- 4 — '� — I I TRASH ' r� �� ® II I SI p EDGE OF EXIST. PAVERS • A3 . 6 ",' I' I 1 ® I - _-�------ --- ------------I------ , -- ----- --------_--_ e - I i C� O - , Np F.po I �, t 1 I MEN 111 I �,� V ST— N0:9 3, ,,00 ALIGN NEW F.O.SHTG. ° co , 3' - /4" -- i ® �W/ EXISTING I I o •6 `:,; E H.J, ' ® 1 1 JAN . TEL . �. ,..... ._._. .............. ` " 1 " I ® ® I T 6 F.O.SHTG. TYP. I, i 4 TO PHASE I M rn I II 101 04 q { + { 1 !GRID LINE MECH NO . 1 p '� 11f� C� - --- - O O O O _ IY 1 1 -- --= _===— _�-_=_= =_= = = =_= = - - - 9 291 --- -- _--._----1-- - ----- -----L-------- -- --� .—._. ._— I vc� ' -�- - - - - - .� I I I ; , ® � A�� - - -I� ^ ..�.,.. _._,. 1 , MEN I I I� I ' STAIR NO . 1 I I I I I II .�� T Ir/'T`'� I 1 „�_' P'11 !✓ I 1 W r1F-1. , 1 ,�` �-d � DISHWASHING Apr I ® I I AEI I�I i EX I ST I N� � ;� � 2 9 PHASE I REF . LINE 8,9 ' '' I ---�- o , I { I -�, ! Ae. I 1 I I LOGG I A �a. I II "� ® 11 I I i w _ ' 11 I I I Fa,l`tt 2 sl, 4�-Iar Il j Ste— cu -- ' ---- I - ' - --------Tom'- --- - --_ _-_----- - --- IA - - --- -----� - 7,g --- -= —=�- �-- -a -_ _-�--- - - --_- --- ----------- 1 � I { I -�, I 1 III , ' I - -� ! ' ' _ 2 8 RRASE I REF LINE I ,, x1 I��;ft WOMEN ( I { Z _t I 1 rQ�� , _ �. / I I :: #.l0(,1L o�.!'r © { TEL. a$ 5 N I I I `r ��` {' I — N 1 • I MECH . 00 . 2 -a 11 O O O O o 1 �_ ����.�. ' ALIGN NEW F.O.SHTG.I ' I I ' I ` � = cD CONC. WALL M I I TYP , © P' -3w 6' -7 3/4" - STORAGE I I { W/ EXISTING I j h qr N r� I ' S•-� �� ' - 2 7 PHASE I REF . LINE "� I I F I n.1 f:L_+ Io`i-_�u 1 1 -� , I { i<I I`}E 4I"DOH; 1 -—- -— i - I � L_ __._ "' __-------L- I ------------- r ---- ------ --- - _—_----_ .--_------------- - - --- - -----L- ' ---------- --------�I►�=— j ' L- - -- - 1 ---- - - - 8 608 r =� ���� � � � � � �� -' a 1 I 1 I MEETING .ROOM 1 z I I = I ? �;, v { I A'Ir3 A4,2 11 1 NO . 4 © I { E 5 I I II . t . _ os A �I11 fPREFUNCTION I A3 . 5 A3 . 7 =� i 1 iZ I .� ►� PART , '� I I ` 2 6 601 --- ------ -� ------ I4 1 ! I 12 sir STOR A�il3 I {.[/p Ir I -� _ _ - _ - I_ - _ i� 6 — o I I I I 'J II I t f .- — I - - —\ J— - - �r I ( I I _ A3 . 7 � I MOVABLE f'G=}��TI: �T1-"0O 12 i -� _ _....__.__ CLOSET _ ' H�. - - --------- ----------.--_ - ' -- I -- -- ---- - - - _ _ - __--- --- I --- --- - --------- -_ -T 4 --- a - --._—_�._—_-�- i --------------- -----ia 3' -2 -1/ " � I 13 � ! X T I '� ���'-�'�1. EXIST . CORR . �� �� 1=0151 I , A3.5 DOOR 4° A A - I `" >A�. SERV I G MEETING ROOM I I a NO . ,- EXIST . _ VEST . { I a I A C �AVS COVERED VEST . ,; = A3 , 3 A3 / 3 � � I � `:I` 1c N0 . 3 ©.. 12 ' �, f I' Io DISH- UP 1 1A , I - { �nr� WALKWAY I I o t:, + 1 1 P\CJI� 0 ® 1 I ' .. r,e r ice/1j i ' �` I ' I i I PART 2 PAVERS N -- --------�---�t - - - - "' I STOR I I � I I ' 2 8 - -}tr 121 113 .T�r -n� '�I 3 I I 13 �! G Fo , cv I �`� 11A 1�{rJr1�.L�t.E AGU�_, N i �, ' E X I S T . 1 2.6 II H. . I - - - - - - - - _ � �����_ _ - ! I I I I�yL �I�r1 5 q I 13n ii I LOGGIA N 3 I 4 ,2 �' 12 ' I I __ ._ I a�+ ti I � ' 11 I SL [El ,/ A3 . 6 i II , I -ALTERNATE MEETING I I i D Gr -------- ' -------------- ' ------ ` J.* -`_`_` - ------- - q,3 RM, NO. 1 MOVABLE I ' I — — 2 4 24 --- - � -----..._.._..._.._ � --- -- .�_....._._—_ r __._._------------ ---�- ----�a��_Ti�-+—LOCATION—�_ CLO5 ' --- I --�-----�- ' _—._—_.�__..._ '"' ------- � � —_ �_ _._.__...� — __..._� _ . ' � —r � I � I - - — - - - - - -fir - - � FI -._._.-�..-.-�-.- _��$�=—-. ,-- � ____ \ I COLD/SALAD I MEETING ROOM i I 13 I i - ' — o I �� Town of Vail Community -` 1: - . I ® 11 ' -2 3/4" NO . 2 © 13 , E SOUTH I I r I 2�2 Development 1c I - _ cv N ,+ I I I (rrl.c.� A I I`(� LOGGIA ��r -�' - - - _ ' { `9 = Plan Build Health I=ir� 1 � ' I II � � I = � I REFR . N .' I © , _ " cu - I I 15 PART 31 5-D? { �l�® PIC, CONG, QI' I0 N I I I Approved 4 3 3/ C I pg, STOR �rUIGI I i 05 II ✓ _— ( I_o _PAVERS-----I {I -- --_— { ---- I n�' _ Denied ❑ ❑ ❑ i i 4 ' \` � i , ��+ `�r1 9 a I --'-,.- 1 '_ 0,111, -I-- '� � 1 1 I_ 1 \ 1 r I I — 14 I MOVABLE :?.a �+c: I+ T'r�i�l 2 13 i '� , I Q�I �'i AIM' 7 I---- -- --° -----'t------ -------- c" , Validity of Permit _ Z 1 ,F l�Pj,Z I I ;.� Sec. 303 (c) 199�U.B.C, O• — �n � — ��" ------ — — ---r � ��� A�'� A I I ~ a I l L � 9' -7 7/8" 9' -2" I � � The issuance or rantin of a ermit or a ravel of ens n i9 9 9 A pp pl a d r ,� I�'I I I RETAIL ! I = specifications shall not be construed to be a permit for, cr an ' I I MEETING ROOM > I'r I I n, su approval of, any violation of any of the provisions of this co,';e I I I �' � W Y Z or of any other ordinance of the lurisdication. The issuance of 4 I I I I © NO . 1 ® COUNTER l 51�' c� w L a permit based upon plans, specifications and other data s#�all _ '' Ty, 51�� f 19�O I `� I I ,L I not prevent the building officiai from thereafter requiring the A? I `� t r i 1 . I I ` I 2 I 4 ,�. ' 51 ` y t'1 �� 2 O correction of errors in id plans, specifications and otl,:?R 1 1 i j—�--� data.' 19,5 I { I 1 I ��1� a,3 I� X815 13 I 4 - - j I I ------------------------------- - - 1 2 ,\ _ .' ! I I 1 I S13 13 CLOSET , _ _ _ 1 GATE: -�- '_'--—-—-1---i— ' STAIR I 1 s tg• f �, 51-KCa 1` 1 r io = �� 19 7 — 1 - - - - - --- , r — � _ _ I _ _ I I 3' -o" I 17.6 1 I 1' = I f / i 4 � � + I I I —_ - - -�--^—_----I^--- ---------------------------�-�-----°------ - - q rt!e��+atera�aooear�n h r n nnsn,u'e lne cn Inal anc„nouousheo worx 0 RI , T••�"■'•! h I I 1 O I ` *` Ci 34/`/ 11 1 1 0 Ali drawln s anc w c e e� C. q ' 1 I ' i Ael �W E S T I L 0 G I A — IT I I' I 7 the arch test an0 'me' Aame ma> ^ot 5e d�ni r%vee u5htl Or dISClosed wtthoul the.Nruen 18 --- --------1-- }' I I +�. —� ���� -- - - -- ----1---- --------------------------------- R - - 1 / 3 rpnSe�tUttnedrC IrNCt I ' ` ,GgJC 1 rl 1 + + , _ 1 1 w 91 -2r 4/ -+1°r pCPAVERS� F,D,S+i�. 4' -8" ' { r �4 I t , C I I 1 �_ 1 _ - 17 C WESTIN 17 — _- - --_= 1 --L�— - - __— — — —= - - - _ - = - - - --- --- , ------� ---- -- N ,---- --------------------------------- ' - - - A3 . 4 3 . 4 o - _ ! 1 ` { - r = a – - 1 I I I •�, PLAZA BUILDING _ I f 1C 1 W E O �W/1�A `G � I � I L I � I I � 5Y I ' ]L • I DN °' I ,Z I I �� 1 PHA E 16,4 --- --- ----.- - N � ,� r�P ' � l I ,z� �rz � �-�� - 1 - -� I - -�,-- ------_-....__._._._.__._.__..—..----------------- --- 16 1 I CDIJG. �'�{P II _ ' r { F r I t o _� WALL- I I I I I i`- 1D I `D NORTH N ��J Z I � �- � � � II I I u7� � � � � I �' vAIL coLoRA�o --- — - i-� - I I - -- I ----- ----r----------�-- ---- _..�._-_._._..._-..—_.�_..-_— �'_ - - - ' -- _- -- --�—,---- ----------------------------- -- - --- 1 5 �. ten+ I . FIN, FLT, �U,4Ti01.� III -� U,O,L1, � 15 -=L == I I - �f l " I 2. A�.lr INIIDI� PTI YID�I`� � ' � , , °` 1 , I I � 'I � � I j 1 7�PE � �10.r�, "I Fpy, I M ,. ZIP I �,���' I z ' I j II I ! - j I I 3, �Sr�EE SN S&I i 40,,E rc I Holz K1 %H1..J FIRST FLOOR PLAN I , I I { I I I , I III r { G,a+`u 1 Pt-1E ,QT L,k`�oU-r �o �o�l-, r� I 4' -� 1/4" 1 I'Or 1 f -0" Fo, r ' i I I I } it I 99_2" �I 1 ' -9 1/4" G�i�I�D LoeA-rIDN'S. } i I I I I ,, f I �+ I 4. 58 e)Hm >yor M 3 f2 FI�� ! ' -6" 9' -0 1/2" ' 7' -4" 10 1/2" 4' - 10' -O" 4 1/2" 10 1/2" ' `D.',/ ITG' 5' F.O.S 'rYPr � y�/ I 1 r � 1 1 1 N I f w 1 w 1 N I 1 - N { T1 P N I I 1 - " � ✓I�K , I �-`-. � ��11 1 � � � � 11 1 I 19 -0 -10. 1/2 17 -6 14 -0 14 -0 16 -3 ' T 7 1/2 13 0 !4 6 I �E� > T L��TI�JI`IP. I Si-r� A. -I 5.�I: L.C4 5 J G 4 N 5 N EST �' A l, I 1 , 1 1 1 1' -9" I + ' _ ProPEi 'F(�u h1E -—--—--— 6.Z Fp 2 W�1.L. C.GI•I�Jt'1�lJCl*i4 t a .7'>r5?Er�r r i l l I I I I i 1 � I // I I /• I 1 `` I I �-�� , ' I { ' ' 1 /811 ■ 1 ! O" i I i1 1 M M2 N2 N6 N,9 P P,0 P,4 Q Qa3 Q,8 Q9 R R,5 S T U i . . - • I 6310 NOVEMBER 6, 1987 ! B 1 D 2 E . 1 A3 . 3 A3 . 6 3 . 4 A�,� � A3 . 5 I AS JM Q2■2 6 9 B 10 11 - D 3 . 7 3 . 8 3 . 31 3 . 8 3 . 8 3 , 4 M M4 M6 N N4 03 P P.1 P2 P.3 P96 P98 0 R R� R4 R5 S , T U W X Y Z . f F 1 1 , I , F _r F PHASE I REF . LINES I 101 ' -9" I I I I 43' -5 " " 1 " F F 5fi, '3"' i ,-g" 13'-p" 14' -6" 19 -3 ,5/8" " 8' -4 7/8" ' 91 -2" 1-•6" ' 4 _0" ' S Q 9' -3 1/2- 10 3/4 + ' W -1 1!2" ifl 4 4 i 2 � � 1 9N 1 3!S F.O.S. ' I ' $ 1/4" 3� -9 10� i/ I i 1 ' -3" TO PL 1 , NEW 'PHASE I I I I EX I ST I NG! PHASE I I= I ELECT IC) L p TRANS OR ER I j I r j , 3 I 132 "-' 1 '-8 1/2' 1� + +1 , p, 7 .2 1 ' 1 Ea ED _ F 0 SHTG. I I+ ' i I I I I I 3/8"' / A °' To P.L. ' ' 'I f B I a a' tl 10- ' j i 0 f L Io" I 32 _ I _ F ' i f -- ----- - - ---� --- — - - '------ ------- --- --�-- - --� - --- ---------- -- -- _ --- —_ -_—_—_1 ---- — — - '.-___ ' - -----�T--- ------ - --- - - - -- --— - �— -------- - --� ----- ---------------------' -------, -- --- , C- a -� co ELE ELEV . I a -- - I --------�-- I 06 31a.laev I , EL - ---------- -- --------------�------, { ------- , . -- LOADING I LOBBY f NO • I BANQUET EL .' i „ � -�, 7 2 TAI OFFICE I 11 - 9 i AI.1 I o1 1 AREA I ' �,c. 0 . 203 F N CU 30 ®4' ° ! -® --�of�— ��-- � - t-- - - - ---- - -------- - _--_o ---_--� -------------_- -_—___—�- ------r - a� ©� LU^4 -14 zOf I 0 ' - ---.-- ' -----•-•-------•----' —..__.----' ' ------- ' TARO rI� 1 I 21 F. I I +-- 0 9 8 14 43 5 - ' --r----------••••--j------------•-._...-- ------ f -----------�-^--------� _ I I I I f o to _ . -31/4" ' 0ER�TCF PR�FUNCTION ' 1 °F Ea 5 3/8"� F,O.s. TYP, I I 4" TO PHASE I CORRIDOR 48 1 Qs A5t�• 1 1 I 1 + GRID LIME Ln -- _ -- _ - I TA 1- I 1S STAIR NO F EXIST ,�- - --------_ -;-_ ..... - ---- �t-- sr 1 ® 7. 1 1 I DECK - I • 1 29 PHASE I REF . LINE 8� 1 Filly j I F I'o� � 5,� I I _ 3 . 7 i --- -- — -- >~p 85 , F F i , 9 , -. -� I .. I I . . +iuf � � - - ----------------------- - I I 1 � 2 t ' l l 7O - - -=- ---- - 5 ' � 8.5 " i 1 WOOD RECANT _ 2 8 PHASE I REF . LINE 13 I � I � _ I f 1 l q f I 9 j = �` - �o � ; -- { MOVABLE ov-"T16 PA�TITIOHg I 8.B F I I 1 o I N FALING-a 2 PHASE I REF . LINE i vt?AIN ! 1 ` _ 1 M F .o.sHTG. FE ACE EXIST . 608 --- ----------L- ' ---_—_____�- - - _---------------.------ - -----------_--------- - 1 -- -� t-------__--_ _.- ----- �- - ------ - - - 608 TO P.L. j ' ' D 231 I \��, l I 4. I = tn fl- I DISH- UP 1ART. I I I E 5 • W 3 , i ® STOR. I 3 . 5 3 . 7 �, l 6012 PLANTER CU A4.2 --- ----- ----- 76 --- I F l � I , F F ' BALLROOM sroR. ' 3 7 I 214 15 ! I --�---- --------- - - --- - , --- - ------- - - 501 _ I 1 . -------- I - — - -- 1 - -- ----__ --_ _ -�-� -----—---- — -----—--- . ------------------ ----- ------------------ - ---�- -�-- --- T TTUNUF` - -�--- 4� ---- o - ---—-—_ — i F 3 -T I —I' r, 27 EXIST , CORRIDOR-' 4 5 Tr! 3 I T. R. + .r o A A I Z A5F1s 4 , 1 A ' t� 1 F SOUTH I — A3 . 3 — PREFUNCT I ON PREFUNCT I ON ' 4 l I to I I © RECEPTION 3 1 28' STORT 00 r ' ' 28 --- - -r-- � �� I �7 STOR. I I ' 6 11 L ' � l O 1 24 2 2 �5'Z 4 l , I I I = 3 � I F I / � a o — , ' STORAGE I ' --- - -- --- ---- ---- ---f---- _--' ___---- -------------------�--- _ . _------------- - _—_- - _--__� _ ' ---�.-_--__--- - - - ----_ j--_-- _—_ --- - ---- �. ----- - —_�--- - � Town of Vail community Q, Development 1 O 1 1 \� PAART. 1 '2 ' - �,► , LPLANTER� W1, l -r p Ln iv I o '� _ Plan Build Health Fire �1 23 1 *-MO TBLoA�r� A f N Approved I F K I l ! 1 Denied E) ❑ ❑ zo I a Validit of Permit - - - - - ' - - - _ _ —____---------- ------- ' -- I — `� \ Sec, 3Q3 (c) 198$U.B,C. 0 — _ I — F - -- I i8 ' 9' -7 7/8" 9' -2" I \�- 0 6 Tha (nuance or granting of a permit or approval of a pp plans and a �,..,lons shall not be construed to be a permit for, or an I I t<D I 9 7 f `~, I ' ^� _ �i "r='Val+,rf, any violation of any of tho provl5lons of this CrJrfe = I I I l or o a.1y other ordinance of the jurisdication. The issj)jance of I I , Z r. p.,rmit based upon plans, specifications! p and other data wltzl! 25 I l riot Prevent the building official from thereafter I I requiring the r 7.2 I STAIR N0 . 4 I + ! IN �' correction of errors in id plans, specifications and othe, CEIT _ _—_—_—_—__ —_—_ --� - -._ —_—_—_—_—.—_ _ _ DATE; �- n� DOORS I '' _ 19 12 �� •� — _I— - ?_01 I TA I R + . l I F ' , _ 26_ 1 _ l _ - - -- -- -- - -+___ - ' ___—_- .--- --- -------_._.__—_—.----•-------------- •----- CD I co l I , �� , I , l , , I O F e • • ti . Zo CU A5,Z 1 ' WEST 1 Zo I I 1 _L____.-—______�—__ -—_—_—_—_—_—_—_—-—_ —_—___—_—_� Alt d[awinas and wrwen material ameanna herein constitute the ongtnal arul unpublished work \ t ' 1 ,' �F •'� I P RE UNCTION ' �I_ ' — / , I' a� the arch TecT Anr! one same may nOt be dupnCatep used or disaoseC withow the wnnen :(Uoj _.--_-------------------�-------------- con.nto�thearcntFect j A ! CESTIN C `-I L----�N --------�-- -------_....- �— _- ---------------------_------------ _._ _—_-- � - - -- 1 7 - - - - - - --- --�_-_ PLAZA BUILDING F Ln OPFN -+I+ K �y �p �i O I k j ro I ' 5 ,z� I I ' ' f>�l ®-I rL0 l 1 I PHASE II + II I l 4' -5" ' " ulNDou L,Il�zrt z,1i'�i,� A8.3 I I I W ' 16 4 --- ---------;-- - --_�..- -------r---- I ti z I `--- - - -- ---------�--- ---------.—•--------------.--'-----------.------ --- 16 • � , i , 1 I � ? PLANTER NOTES- ' I = Noi�N l j F o �,t ' ' EQ4 � I Eo '111 VAIL COLORADO --�- - - ' �, — — -- -- _r_ F , F 1 - - --- 15 �F1� i . F1i.1, . IJ ,Ii4?lol•� 1z5= "�Fd,�, f 1 5 --- ----- ; -- - =- _ -- T ----_ _._—_ --------- --- - -�__._ _._.__---- I -----i- --�—� _ ---------- ------- ------------------------ ------ Z, �L. I� zioR �ri-nor�s aRE j l I l l I ' I I I l � �P� � �..���,►.� 3. SNP fJD, �. i >~ KITcN SECOND FLOOR PLAN'' F 4, Sae 5k•�rr_r No, r_15 r 44fz SINK 1 6 9' -0 1/2 7 4 � 10 1/2" l4 10, -0-1 4 1/2" � 10 1/2 5 3/8 F.O.S. TYP. 1 �i.DOR AR�I M �. TRH Ily f 19' -0" ' - 10 1/2 17'=6" 1 14' -0" 14' -0" 16' -3" ''T' -7 i/2" I . 13' -0" 14' -5" 1 1 1" -9" l f � � I I l 118": 1 '_0" + r� M M� N� N,6 N� P Pe 0 P,4 0 U 0,8 09 R R,5 S T U F I, 6310 NOVEMBER 6, 198:7 : i B I rD 2 rE AMS im i 3 . 3 3 . 6 A3 . 4 A3 . 6 A3 . 5 J4 t A2n3