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Cascade Village - Expansion
ISSUE INDEX / F DRAWINGS 5-10-95 BLDG. P. DOOR SCHEDULE COVERSHEET DRAWING INDEX NOO, DOOR FRAME REMARKS ABBREVIATIONS T"r ^4T. VVTH r�crrr Tmac 1 "A" �W.. .3' O" L/-S" 13�f//Y" 5 HIM. MATCH EYIS T'G HT SCHEDULES "A" VD. 3'-V" C-6' f 311 " 5 /7 'Ar res eco GLASS FRONT OAK VENEER DOOR MASONITE DOOR C/CO: I/8" = 1'-0" SURVEY 3 "A" VD. .3'-O" C-am I J/f P Hit. MATCH EYSTIG HT. OFFICE DOOR IN METAL FRAME 20 MfN. Ric TED FINISH TO MATCH MATCH EXIS TING 1 SELF CLOSER€R FRAME .4201, LEVEL D-I $ LEVEL E FLOOR PLAN 1/8" = 1'O" y '%'�'� VD. 3',-O" L'-Q" 1 3f�/" P H.M. MATCH E�115T"G HT. EXIS T'G OAK 5 'A" VD Y-4" 6-a" I 31Y" 5 HA. MATCH VENEER DOOR REVISIONS A202: DEMO PLAN LEVELS D—I # E I/8" = /'0" 4 "C"' MAS. 3-O' G-Cf 1 314f' 5 H,lki. RATED 20 MOV± NOTE: DOORS IN HONDA CLINIC ARE PRESUMMED TO 8E .V-r HT. 7 "C" MA5 3`-O' G-B 1 31Y" 5 H.M. RATED gQ A& NE& DOORS TO MATCH EXISTING HT A203. DAVID HONDA CLINIC OFFICE PLAN 114" = 1'-0" 6 "C" MA5 3-O 4-& l 31y" S H.M. DATED-2O A300: LONGTIDUNAL SECTION 118" = 1'-0" 9 t "D" H.M. PR 3. 0-0" J 2/j,, -5 Hof. TEMP&ED GLASS A301. 6UAL L SECTION f DETAILS A302: DETAILS Dr A303: ROOFING DETAILS TEMPERED GLASS DOOR PAIR y 3'-0r x 8'-0' A304: CLEARSTORY I SOUTH WALL DETAILS HARDWARE T) PES: 51 FRAMING PLAN P = PASSAGE 5 = SECWITY LOCK 52 ROOF FRAMING 53 DETAILS ALL RATED OPENAGS REGURED TO HAVE SELF CL OSA4G HARDWARE Z 54 DETAILS ALL NEI✓ OPERA ThVG HARDIJARE TO 13E ADA APPROVED U) Z HAROVARE FNISH TO MA TCH EYIS TAVG IL x W co > C..> LU C..► Ell"` /SH SCHEDULE Li #a A4EIME FL l lilt VA LL E VA l t 5 VA LL V VA LL CLG. R mws r: C) AA T.# FNt At T. FAt AA T. t FM MIi T. # FA ru T. # FM AA T t FAY AV r t FA4 Dl EX. OFFICE MA TCH EXIS T'G D2 OFFICE _ HA TCH EXIS T'G i�I D3 TREA TMENT 11A TCH EXIS T' 04 TREA THE_ NT MATCH EXIS T'G TO"of Vd D5 OFFICE 11r4 TCH EXIS T'G OFFICE COPY D6 CL IiVIC MATCH EX15 T'G D7 EX. CLINIC J MATCH EXIS T'G DATE: 5-K?-95 D8 CORRI40OR C V GYP. GYP. GYP. GYP. GYP.BD - PROJECT DIRECTORY 09 EX. OFFICE MA TCH EX15 T'G x D10 1EX. OFFICE MA TCH E)CIS T'G L Dll EX. OFFICE -- MATCH EXIS T'G $ 12 EX. LOBBY- _ !'1r4 TCH EXIS T'G OWNER: L D IUL=S THA V,EN, INC. DRAWING D13 S TORAG€ CO NONE G YP. G YP. Cr YP. G YP. 0 YP.BD DAVID G. BEHRHOR5 T, CONSL TAN T CONVENTIONS DI4 STORAGE CO NONE GYP. GYP. GYP. 0 YP. G YP.BD -- LEGAL DESCRIPTION OF PROPERTY: F1 AEROBICS A (U/C WD. MR*7'6" MR07'6" GYP. GYP. SP. ALTERNATE PRICE CASCADE CLUB CONDOMINIUM UNIT 44P OA FOR CARPET BASE CASCADE CLUB S.D.D. 04 w DOOR DE5,GA6d TOR X '� SPOT ELEVATION NVDICA T OR - 129'5 UIESTHAVEN DRIVE, VAIL, CO. 0 ONDON DESIGNATOR ROOM NAME FLOOR FIN1FkE_5• CIVIL ,ENGINEER/SURVEYOR: ( ; GRID t.ME (:#) A - AEROBICS FLR. CONSTRUCTED OF 3 LAYER MUL TIDEN51TY POLYETHYLENE FOAM W/ CARPET EAGLE VALLEY SURVEYING W f^ ROOM NUMBEk` C CARPET 28 OZ. LEVEL-LOOP (COLOR AS SPECIFIED BY OWNER) Y c�r�� ! BOX 1230 r� Z CO - CONCRETE EDWARDS. COLORADO 81632 � DETAIL flESIGIVA TOR 4 � —' vHfw SHOA INTERIOR ELEV NO secT�v u�TTee 949-1406 BASF BOAR'!? iuwbi De elroa Dent �n�iY r� STRUCTURAL .ENGINEER: B DC ACTION DESIGNATOR C = CARPET WD. = WOOD Dian � Heaith Fire � z L REVISED AREA N = NONE V = VINYL KIM 1'1EGEE 5AI277 VHEU SHOW BOX 4572 �nnroved Z OF DRA VIN C, WALL F/N/SHES: VAIL COLORADO 81658 7 e Q 5 .._.� 949-9391 • I"�'� WALL SECTION DESICNATOR GYP PAINTED, ORANGE PEEL TEXTURED, TYPE 'X' GYPSUM BOARD (COLOR SELECTED BY OWNER) 0- f -o MR. = MIRROR UP TO A HEIGHT OF 7'-0" A.F.F. PROJECT DESCRIPTON. Sec. 303 {c} 19 U.B C. F••++••! Uj I EVFI INDIG4TO� ,PACE OF �T EXPANSION OF CASCADE CL rov 4 of t � � F�i�suance or granting of a permit or app n OR c��rTBet AEROBICS EXERCISE ROOM cadions shall not be construed to bean I far - CEILING FINISHES. 14"al of, any violation of any of the provisi s of to s c s or of any other ordinance of the jurisdica tion. he d of DIMEN5IGN CONVENTION GYP. BD. = 2 LAYERS OF TYPE 'X' GYPSUM BOARD 111/ LIGHT ORANGE PEEL TEXTURE DAVID HONDA CLINIC a permit based upon pians, specifications and .then da a�' I (PAINT COLOR SELECTED BY OWNER) not prevent the building official from thereafter requiring the CONSTRUCTION TYPE'. T YPE //, F.R. correction of errors in said plant, specifications any�otne' W A 3 l)2 Jata." �' �-- SP. = 2 X SUSPENDED CEILING GRID W1 ACOUSTICAL CEILING TILES FIRE RATING: IATE• �J —*- ITILE SELECTION BY OWNER) • FLOOR / CEILING 2 HR5. t 'Oeo r LL ROOF / CEILING = I HR. ,L �. S TRUCT. 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T. - -t�� _, I . . .. - . tN ^ a` i` ? ' `> I . ) F 1 �Z R t+ `r _ p 1.> s . [�. .. j r . A. -. _ { . I r - .. . ... . . . . . ... . 1. I -. - � -.,-. �- i . . _ I - - '\' -� .- _ _ - "j _. _ _ _ L _ � . .- . . . - . � -. -. , - ' -.p--. .E . __ -. - _ _ _ _ .� a . - � .. I- 1 . _ S�` - _ _ _ _ _ - _ _ .. _ _. . . % . . _ _ _ _ _ _ _. - I_ s --_ `_ _ S _ F' _ 'b _ _ _ _ _ I - _..Y _ _ _ _ - _ i 3 �l s - - t _ _ - - - . �� 3! , - - - _ _ - - - _ _ - J . . - - _ r _ qr' _ s f - - - _ _ • _ - - _. - �" a I - - a if° _ - _ _ _ .. . _ a �T - _ - - - - F-+h... e - a _ - _ - r - .4 - _ I } s b' - - - _ - - - s - 'i cF v t 2 A302 , _ ISSUE - ------------------ ------t if - 9 5-!O 95 BUILD'G PEI . 5-22-95 PRICING' . • 5-2L-95 STEEL 7-28-95 CONTR. � ----�- I a•Ia•�S tea- Ore. NEW flETAL ROOFING To 't , S Y5 TEN ND TES: 17A TCH EX15 T'G �� ! FLOOR A5SEMBL Y. FI - CARPET ON EXIST'G FLOOR STRUCTURE LEVEL FLOOR AS REQUIRED TO MATCH EX.►ST'G ADJ. FLOORS F2 - OVERFRAME EXI5T'G FLOOR • WALKWAY: 01; 1�. BUILD CRIPPLE WALL TO SUPPORT/ 8 NDOU15 NEW OPERABLE LUl � ,` ��', ;" '�, .• � '�, � �. `� .� � t' x 1 sib- X ,8 GA. STRUCTURAL C-JOlsrs REVISIONS 1N AEROBICS ROOM �' 1 e 240O.C. W/ STEEL EDGE CRETEPLANK P245, RATED I HR., 5-2L-95 OVERALL BY MARTIN FIREPROOFING F3 - EXIST'G FLOOR TO REMAIN 302 - ACOUSTIC FLOOR ASSEMBLY, CARPET ON NEW EF15 TO 11A TCH EX15 T'G _ � � I ON 2DLAYERS OFL318'YPLYWOOD 5 BF RB%SJOINT5 OFFSET ! I -2 LAYERS SHOULD BE GLUED, t SCREWED TOGETHER) — RESTING ON 518' KENETICS 5R FL CCRBOARD I�'EGLET FLASHING TO ON 4112' CONC. STRUCTURAL FLOOR ON METAL DECK COLUMNS: PIA TCH EX15 T'G !j i Cl - 2 LAYERS OF 5/8' TYPE 'X' GYP. BD. ON EXIS T'G 17ETAL ROOF I I II I I p I I 1 CHANNEL FIR-OUT (2 HR. PROTECTION) (IF COL•5 ARE CONCRETE COlv5UL T ARCHITECT) INTERIOR WALLS. j SO/ - SOUND RATED WALL CONSTRUCTION: I I 2 LAYERS OF 5/8" TYPE 'X' GYP. BD W/ RE5ILIENT CLIPS (EXTENDED TO CONC, DECK) ON 3 518' STAGGERED STUD WALLS W/ I' AIR SPACE BETWEEN WALLS IG'/ z 3 1/2' BATT FIBERGLASS IN5UL. TO ALTERNATE STUD CA VI TIES - USE 3 518" METAL BASE PLATES Q 0 t CONTINUOUS BEAD OF NON-HARDENiNG CAULK WI - NEW INTERIOR WALLS: (TO STOP s CEILING) A %5 OU VA TION lU/ 518' TYPE "X' GYP. BOARD ON BOTH SIDES � 3 I/2' SOUND ATTENUATION INSULATION BETWEEN 3d1 SCALE: V4" = f'--O' W2 - REMOVE EX1ST'G EIFS t 5HEATHING INSTALL NEW 518' TYPE 'X' GYP. BD. W PAINT t FIN15H TO MATCH SURROUNDING WALLS WINDOWS. GI - FIXED TEMPERED SINGLE PANE GLA55 OPENING: _j WIDTH - FIELD MEASURE OPENING SILL s 36' A.F.F. - FRAME TO BE HOLLOW METAL U HEAD TO MATCH HEAD HT. OF ADJACENT DOORS W > ® - OPERABLE AWNING WINDOW RE: EXTERIOR ELEVATIONS Q \ \ \ \ \ KA WNEE R 8225 T PROJECTED OUT 4 1 1 1 1 THERMAL BREAK, I" INSULATED W/ LOII! E 0)C COLOR TO MATCH EX13 T G BRONZE J / / HARDWARE : CAM HANDLES W/ 4 BAR HINGE (n f / / AND SCREEN Q U 41'-3' 19'-3' 19'_3- - 41'-3' - Q - FIXED AWNING WINDOW TO MATCH OPERABLE ABOVE V j GZ - SKYLIGHT BY A.I.A. INDUSTRIES. DOUBLE GLAZED INSULATED GLASS TEMPERED t HEAT MIRROR ON OUTSIDE AA W4 II-q• I LAMINATED GLASS ON INTERIOR SIDE q. 1 MODEL 5757 R.O = 58 112' x 58 112' — INSIDE - 55 112' X 55 ,112' VERIFY SIZE W/ ARCHITECT W, a yr•r-w ROOF. RI - CLA55 A ROOFING ASSEMBLY. , °R x \_ Z5'-o• u� 4 40 MIL. ADI-IEAR!<D MEMBRANE x !a 1- ol LL ON 5/8'G TYPE X'4G�P_ BD. ON STEEL DECK 02 ALTER EXfST'G ROOF'G, FLASr�'G, EC T. %� FOR NEW ROOFG / FLA,SH'& INSTALLATION R2 - CLASS A ROOFING ASSEMBLY u, fo ' I U// NEW 4' OVERFLOW ROOF DRAINS 6 NEW ROOF'G TO BE COMPATIBLE W/ EXIST'G U '+ INS TALL NEW ROOF'G ON TAPERED 043UL. co PATCH TO EX15T'G ROOF[ AS REO'D O O O?j t CONTINUE UP 18" s 51DEWALLS M .1 _ PATCH EFTS AS REQ'D TOP OF BEAM' ? _ �, `�_� TOP OF NE* ROOF 55-4 1/ TOP OF STEEL 3/4' CEILING _— -_ T' - CL I - 2 LAYERS 5/8 TYPE 'X' GYP. BD. Cu FiN. CLG. =53'-9 r/ - - ; (TEXTURE, PAINT t FINISH TO MATCH EXOT'G) -----�� � ?FOR_GF EXIST',^, BEAM 51'-3 3�`4'+ O �`= '�'-_ SUSPENDED FROM STEEL DECK MlN_ R38 UNFACED BATT INSULATION f�I A30! U// L Ift. VAPOR BARRIER -NEW AEROB)C3 R On R� "T \ T.0. FIN. FLR=43'-3 rig• w ,_ j CLZ - 2 LAYERS OF 5/8' TYPE 'X GYP. BD. ON a ' _ - 1 112' METAL CHANNELS Ill/ 7/8' HAT CHANNEL . . 02 j� LE/EL EXERCISE 43-8 3/4 'emu - ��--- _ !t' D.C. HUNG FROM KINETICS AF-100 RESILIENT L' OF FIBERGLA55 INSULATION AB V_ 1 � HANGERS !11/ I - -- - - - -- - -- - -- - - - I' CEILING - AVOID RIGID CONTACT _ SUSPENDED C S 1 T_O.STEEL=42'-q• - CL2 -- *' r rt CL3 �+ CAULK EALL OPENINGS t PENETRATIONS S7EEL `,J __ N CL 3 - 2 LAYERS OF 518' TYPE 'X' GYP. BD. Z �' o I SUSPENDED FROM STEEL DECK _... EXJST;NG CLiN1C m t EX;3T'G f fECHANiCAL I L' BATT INSULATION Cal Z i NEW CLINIC LI=VEL D-1 - LOCKER RM. PLAN 32'-5' ��(, �,� HONDA CLINIC 31'-1' k LEVEL O r-----•--- ---------._—_ ___.--- --- --- ------ T[1,7_43TALL S! - NF1U METAL 5T/4IR: _LIGHT WEIGHT CONC. AS REQUrRED TO MATCH 3 RISERS � ) 7' EA.LOOR HEIGHT OF EX1STfNG CLINIC AS REQUIRED l ! 2 TREADS s 11' ,EA. � i a 1 1/2 O_D. TUBE STEEL HANDRAIL PER CO E PORTION OF EXIST'G ROOF TO BE REMOVEt3 CL FOR SKYLIGHT -- PROVIDE Z HR. PROTECTION - PREFORMED STEEL ,STAIR PAN W/ FOR STEEL BEANS THAT REMAIN CONC. TOPPING t VINYL STAIR TREAD COY �ySF� A� A � W NON-SLIP ZROCK 400 SERIES O RE UAL C OL OR BY A RC HITECT��" - r ---- -----_ - - - _ -- _V_- -- - - --- - ----- -- - - --- - - - - -- - -- - --- - GENERAL NOTES: � U L INSTALL AUTOMATIC FIRE EXTINGUISHING SYSTEM tq W • I iN NEW AREAS - MATCH EXIST'G SYSTEM. BY SUMMIT MECHANICAL - PROVIDE SFRINKLER ---- UNIT RATING PER U13C REQ. t LOCAL REGULATIONS COVER PLATE BY CHEKETRON - FLAT WHITE U. 2. ALL S rRUCTURAL STEEL TO RECIEVE 2 HR. PROTECTION of 3. CONTRACTOR TO VERIFY ALL EXIST'G CONDITIONS: INCLUDING BUT NOT LIMITED TO ELEVATION HTSA DIMENSIONS, BEFORE PRECEEDING WITH ANY WORK LONGITUDINAL 5 , A301 (ACALE: 1 1E„ = V-0' 1 A302 _ ISSUE 1pg NEW METAL WOOFING TO � 5 YS TEM NOTES. 11A TCH EXIS T`G x I { FLOOR ASSEMBLY_ • _• ti Ff - CARPET ON EXIST'G FLOOR STRUCTURE LEVEL FLOOR AS REQUIRED TO MATCH EXSST'G ADJ. FLOORS ', �`•1 I�� �'�5 �',� '�, F1 - O VERFRAl7E EX15 T G FLOOR ' r1Ir4L KIUA Y: �! BUILD CRIPPLE WALL TO SUPPORT/ r NEW OPERABLE WINDOWS I J , ! + , + • 1 1 1 i ' " r ! X i 318 X IB GA. STRUCTURAL c-JOISTS REVISIONS.- r IN AEROL31CS ROOM '` '` y' s 24'O_C. w/ STEEL EDGE CRETEPLANK P245, RATED 1 NR_. 5-?t-115 OVgRALI . BY MARTIN FIREPROOFING F3 - EX13T'G FLOOR TO REMAIN i $02 - ACOUSTIC FLOOR ASSEMBLY. CARPET ON MUL T(DENSI T Y POL YTH YL ENE FOAM AEROBICS Fl-R. NEW EXIS TO 1714 TCH EX/5 T'G ON 2 LAYERS LOF 318" PLYWOOD 5UBFLR. 111/ JOINTS OFFSET -- - U F E f SCREW TOGETHER) ZLAYE SS OLD@ 64U Ea ED .. RESTING ON 5/8' KENETICS SR FLOORBOARD J ON 4 112' CONC, STRUCTURAL FLOOR ON METAL DECK REG L E T FL A S Iq I NG TO I k I ._._. -_ i -- -- - { COL UMNS: 1"1x4 TCH EXIS T G - I r H I ! Cl 2 LAYERS OF 5/8" TYPE 'X' GYP. BD. ON EXIST/G METAL fe00� ! I IN CHANNEL FIR-OUT (2 HR. PROTECTION) € I 1 n :: (IF COL'S ARE CONCRETE CONSULT ARCHITECT) - - r` 'r INTERIOR WALLS: SO/ - SOUND RATED WALL CONSTRUCTION: 2 LAYERS OF 518' TYPE 'X' GYP. BD = Ul/ RESILIENT CLIPS (EXTENDED TO CONC. DECK) I ON 3 5/8' :STAGGERED STUD WALLS 111/ - P AIR SPACE BETWEEN MALLS W/ _ 3 112" BATT FIBERGLASS IN5UL. TO ALTERNATE Y: STUD CA VI TIES - USE 3 5/8' METAL BASE PLA TE9 II CONTINUOUS BEAD OF NON-HARDENING CAULK WI - NEW INTERIOR WALLS: (TO STOP s CEILING) 3 518' METAL. S TUDS p U ELEVA TION 111/ 5/8' TYPE "X' GYP. BOARD ON BOTH SIDES 5 I I J/ SOUND ATTENUATION INSULATION BETWEEN _ 3 1 5 ND GNU . . _ " - I " W2 -. REMOVE EXIS T' EIFS I SHEA THING uj 301 5C,4LE� 1/4 - 1 -O INSTALL NEW 5/B TYPE 'X' GYP BD. LU y PAINT $ FINISH TO )'PATCH SURROUNDING WALLS WINDOWS: ' 3 GI - FIXED TEMPERED SINGLE PANE GLASS OPENING: . WIDTH - FIELD MEASURE OPENING SILL V 34' A.F.F. - FRAME TO BE HOLLOW METAL U ' HEAD TO MATCH HEAD HT. OF ADJACENT DOORS 4 ® - OPERABLE AWNING WINDOW RE: EXTERIOR ELEVATIONS < KAWNEER 8225T PROJECTED OUT IAr- THERMAL BREAK, ! INSULATED W/ LOW E COLOR TO MATCH EX1ST'G BRONZE V HARDWARE : CAN HANDLES W/ 4 BAR HINGE (A / \ / ANO SCREEN 5'-1U" 41'-3' 19-3. 19'-3' 41'-3' © - FIXED AWNING WJNDOW TO MATCH OPERABLE ABOVE U -- - - -- G2 - SKYLIGHT BY A.LA. INDUSTRIES: DOUBLE GLAZED INSULATED GLASS I TEMPERED $ HEAT MIRROR ON OUTSIDE nar�tsz+ I LAMINATED GLASS ON INTERIOR 51DE MODEL 5751 R-0 = 58 112' x 58 1 12' INSIDE = 55 112' X 55 .112' VERIFY SIZE W/ ARCHITECT VJLR yr•r� I ROOF: Y, 77 �- . RI CLASS A ROOFING A55EM3L Y. �5 -0 90 MIL. A014EARED MEMBRANE �` . ILL ON IN RIGID INSULATION C °D 1 ON 5/8' TYPE 'X' GYP. BO. ON STEEL DECK ALTER EXIST'G ROOF:G FLASH'G ECT. 02 �� FOR NEW ROOF'G / FLASH'G INSTALLATION R2 - CLA5 3 A ROOFING ASSEMBLY W/ NEW 4" OVERFLOW ROOF DRAINS m NEW ROOF'G TO BE COMPATIBLE W/ EXIS T'G f INS TALL NEW ROOF'G ON TAPERED INSUL. cn � I l , I _ s o PATCH TO EXIST"O ROOF`G AS REQ D � RI 7 02 t CONTINUE UP !8' s SIDErllAL L S I •, `t��`" ��� PATCH EF/S AS REQ'D I TOP OF BEA� ' ��� T OF NEW ROOF 554 1/ CEILING (n - � TOP OF STEEL 54'-11 3/4' ' CO - 2 LAYERS 5/8' TYPE 'X' GYP. BD. CLI FIN. CLG. =33'—q Joe, ' .� '��� ., - (TEXTURE PAINT I FINISH TO MATCH EXSSTNG) . :I TOfZOF�EXIST'G BEAM 51 -3 3/4 � . I I �----- SUSPENDED FR TEEL DECK O + FROM S A301 �:� Sol 'i '`� ' ems_ JU/ L 111L. VAPOR BARRIER SUL A TJON , NEW AEROBICS Rt�OMn R2 �� T.O. FIN. FLR.=43'-3 11 iu- CL2 - Z LAYERS OF 5/8' TYPE 'X' GYP. BD. ON 02 { _ 1 112' METAL CHANNELS 111/ 718' HAT CHANNEL a j� � LEVEL EXERCISE 43'-8 3/4' It O.C. HUNG FROM KINETICS AF-100 RESILIENT SUSPENDED CEILING - AVOID RIGID CONTACT - �• BETWEEN SUSPENDED CLG. I< STRUCT. STEEL '� 4 i ! J T_O.STEEL=42'-9' CL CL3 -+r N CAULK ALL OPENINGS If PENETRATIONS �. I CL-4 - Z LAYERS OF 5/8' TYPE 'X' GYP. BD. Z " ^T I o I SUSPENDED FROM STEEL DECK N . I i EXST'G KECHANICAL t BATT INSULATION ��� Z EXIS TING CLINIC , NEW CLINIC d' ; LEVEL D-1 - LOCKER R1,1. PLAN 32'-5 - VEL D - HONDA CLINIC 33'--1' NEW METAL STAIR; G --- - 1N9 TALL LIGHT WEIGHT CONC. AS REQUIRED TO MATCH -� - -- - - --_ - - - -- ' 51 - 3 RISERS � ) IN EA. FLOOR HEIGHT OF EXISTING CLINIC AS REQUIREDT - ! Z TREADS Il' EA. I 1 112 O-D. TUBE STEEL HANDRAIL PER CO E PORTION OF EXIST'G ROOT= TO BE REMOVED f � FOR SKYLIGHT - PROVIDE 2 HR. PROTECTION I PREFORMED STEEL STAIR PAN W/ I .FOR °�TEEL BEAMS THAT REMAIN CONC. TOPPING If VINYL STAIR TREAD CO V � I I I I I I NON-SLIP ZROCK 400 SERIFS OR EQUAL S�fl ARV f, --------__..�.._._...__--_ ---------__�_-,_.__ - ----- ..- - —------------- ---- - - -__.- __ ---- ------ COLOR BY ARCHITECT GENERAL NO TES. - _ � U L INSTALL AUTOMATIC FIRE EXTINGUISHING SYSTEM N _" I I I I I I IN NEW AREAS - MATCH EX/5 T'G SYSTEM: "? - BY SUMMIT MECHANICAL PROVIDE SPRINKLER mop u ,. , UNIT RATING PER UBC REQ. t LOCAL REGULATIONS COVER PLATE BY CHEMETRON - FLAT WHITE 2. ALL STRUCTURAL STEEL TO REC/EV,E Z HR. PROTECTION o � 3. CONTRACTOR TO VERIFY ALL EXSST'G CONDITIONS: � ' INCLUDING BUT NOT LIMITED -TO ELEVATION HTS.1 DIMENSIONS, BEFORE IPRECEEDING WITH ANY WORK E3 LONGITUDINAL SECTION 30 i SOLE: 1/8" = 1,_0,. ISSUE - • I 22 May 15 Prelw. Pric'g Adhered tuaterproofing- membrane on Class A roof on I" rigid 21, MAY. 45 STEEL. insulation on 5/8" type 'x'gyp. bd metal deck on sloped struct. 21 JULY '15 VALU-ENG Slope to north for drainage onto extst'g roof ` i 28 JULY 115 CONTR. • I f i� N I t 8-2-95 ROOF CONTR. RI NOTE: MODIFY EXISTING ROOF a FLASHING 8-3-95 STEEL.. ROOF SLOPE UP TO SOUTH NEW ROOF 4 Y 8-10-°ES BLDG. e .DEPT. 114" PER 1'-D" A T.O.Stee! NEW 3" ROOF VECK (TYP.) IL'-3' to B 25'-D" to <— - LINE OF TOP OF ROOF BEYOND WOOD BLOCKING REVISIONS SLOPE UP TO 30 TH 29 MAY 95 OVERALL NEW 1 PING\` �� X x^' a !/4" PER l'-O" �` I 2 . JUNE 45 Y PREFfNIFHED FLASHING TO MATCH METAL ROOFING RI #': 2 ��.� JUNE 2I, i995 50� . 21 JULY 95 VALU-ENG T.D._ Ex Roof a drop p-edge) -- -- _ - 8-2-115 ROOFING NEW METAL ROOFj ---- -- El. treld measure s of bm_) TO MATCH 8-3-115 ELEV. HT3. , EXIST G - T.O.Neait Roof El. T55'-4 l/2" T.O.Steel �--� - ' NEW CONTINUOUS CLOSURE �. �� / I ANGLE 3X3X!/4 P 'j I i. ; / ` � '• STAGGERED STUD WALL USE 3 5/8" METAL STUDS a 16" O.G. r SL OP14 W(12 X?026 NEW METAL ROOFING TO MATCH EXIST'G NEW CAP PLATE i RE: STRUCTURAL ' CLI ' NEW COLUMN 0 , CLI j BEYOND (n CEILING HT. TO H CEILING T. TO BE t 10'-1" BE 10•H 7 PREFfN/SHED FLASHING TO MATCH ROOFING z PREFINISHED ! ON EXTERIOR SHEATHING 20 GA. HETAL A FLASHING ; LIQUID MEMBRANE BEAD y COUNTERFLASHING _---____-- 1____ .__ , ^ • TO MATCH fi ICE f WATER SHIELD !I.! WINDOW FINISH EXTEND VERT. 111N. 18' X EXTEND ALONG EXIST'G ROOF MIN. 24" co Exist standing Seam metal roof NOT on 314' plywood sheathing on I` ; GENERAL NOTL,5 CAK_ADE CL -B EX-PANSI _N _ T JOB- 95Q3-01 un T.UDESIGN CRI FERIA: °' x;Awil1111dtrffii�� GENERAL REQUIREMENTS: 5• f 6' ��'�'�v Roof Live Load --- --- - -- -- -- - ---- - -- -_- -_- .,_ 80 psf �1 •.•i.•• "Y� i Floor Live Load - ----- --_-- --- -e -- - 100 psf o. Structural erection and bracing: The structural drawings illustrate the : Stair/Corridor Live Load --__ _-____ 6_-_P _ A __- - -4 __.4- °- 100 psf completed structure with all elements in their final positions, properly supported co Basic Wind Speed 80 mph (Exp B) and braced, The contractor, in the proper sequence, shall provide shoring and 20'-0" 20'-0" ;y Seismic Zone --- - ----------------- -- -- - - -- -- ------- -- - 1 bracing as may be required during construction to achieve the final completed - 3��y"`�oW .•'��`�� UBC Edition ----------------- ----- ----- -- -- -- ---- -- - 1991 structure Contact structural engineer for consultation (not in contract) as 3'-0" 3'-0" 3'-0" 3'-- 0'" /©��'• •' � required. - - - -- - ��✓l '1!!i1 �`\\ b. Shop drawings: Submit shop and erection drawings for structural steel, REINFORCED CONCRETE: miscellaneous steel, and steel deck to engineer for review prior to fabrication. i Existing structures: If construction adjoins an existing structure, contractor l a. Concrete design is based on the "Building Code Requirements for Reinforced shall be responsible for verifying dimensions, elevations, framing, foundations � Concrete" (ACI 318-89). and anything else that may affect the work shown on the drawings b. Structural concrete shall have a minimum 28-day compressive strength of 3000 Underpinning, shoring and bracing of existing structures shall be the psi. responsibility of the contractor. iq C. Special inspection for the taking of test specimens and placement of concrete d. Dimensions. Check all dimensions against architectural drawings prior to U Q' and reinforcing steel shall be provided according to UBC Section 306. construction_ Do not scale drawings. \ Z -0 0) o) d. Concrete shall be proportioned using Type I cement. Admixtures containing e. Construction practices: General contractor is responsible for means, methods, C It chloride salts shall not be used. techniques, sequences and procedures for construction of this project. Notify �' o Ul e. Submit mix design to engineer for review. structural engineer of omissions or conflicts between the working drawings and cN I n d f. Cold weather concreting procedures shall be provided as recommended in the existing conditions. Coordinate requirements for mechanical/electrical jplurnbing �. r\r Z C "?v ACI Manual o'f Concrete Practice. penetrations through structural elements with structural engineer. Jobsite v (E) MECHANICAL ROOM BELOW �� H m g. Expansion bolts shall be located at a minimum of 6 bolt diameters from safety is the sole responsibility of the contractor. All methods used for X (E) CONSTRUCTION BELOW THIS J � concrete edge and spaced at 10 bolt diameters unless noted otherwise. construction shall be in accordance with the latest edition of the UBC. - r LEVEL AT THIS LOCATION IS C h. Concrete coverage for reinforcing steel (ACI 318): f. Though every effort is made to provide a complete and clear set of construction Q' NOT DOCUMENTED ON THE Z '0) n CN Co Concrete cost against and permanently exposed to earth 3" documents, discrepancies or omissions may occur. Release of these drawings of AVAILABLE CONSTRUCTION 0 C ,r1 ca Concrete exposed to earth or weather: anticipates cooperation and continued communication between contractor, ra DOCUMENTS. RE-EVALUATION U #5 bar and smaller 7-112" architect and engineer to provide the best possible structure. OF (N) SUPPORT MAY BE X0 ,#6 through #18 bar 2" � N 5 W 24x5 42'--11 , _ REQUIRED. L oD () Concrete not exposed to weather or in contact with ground: Y 4 p _ Slabs, walls, joists (#11 bar and smaller) 3/4" U a > 7 Beams, columns 1-1 12" � � � '- � � L O W R? INEORCING STEEL: cv cv ra N N iv' yr Nr - e» a. Detailing, fabrication and placement of reinforcing steel shall be in accordance cv c� cv na N d with the ACI Manual of Concrete Practice. X X X X X k' b. Except where otherwise noted on the drawings, reinforcing bars shall conform -to ASTM Specification A615-79 and shall be minimum grade 60 except ties, 3 ' field bent bars where permitted by note on plan, or bars to be welded, which r shall be grade 40. a 103 C. At splices in concrete, lap bars 36 diameters. Da not weld or use mechor ical splicing dev'ces unless specifically approved by engineer- d. VY 24x84 4r, 11'G l _ d. Extend reinforcing steel a minimum of 24" through cold joints. Unless t� - — specifically located on plan or details, coordinate cold joint locations with „,) engineer- �+ e. Welded wire fabric: shall conform to ASTMS ecific.al�nn A-185. La welded � p P wire fabric a minimum of one full mesh plus two inches. Lops shall be wired together. �y 21'-0" �•� q' 9'-6 , STRUCTURAL STEEL: ?I rn Cl. Structural steel shall be detailed, fabricated grid erected in accordance with the I most current editions of AISC Specifications and Code of Standard Practice. iv I I I I I I b. Structural steel rolled shapes, including plates and angles, shall be ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall be ASTM A53 grade B ,� �, or ASTM A501. x cc) Nt ko OC C. All bolts used in steel framing shall conform to ASTM Specification A325. `� . 14 Anchor bolts and bolts used in timber connections may be ASTM A307. Bolt "4 N sizes shall be 3/4" diameter unless noted otherwise. d. Typical framed bears connections shall consist of pairs of 1/4" angles using the :1 z _ maximum number of bolts called for in Table II-A of the AISC Manual (ASD 2'-7 1 4" I ifs Ninth Edition). e. Expansion bolts shall be wedge type with the following minimum embedments: r in 1/2" diameter -- - - 2-1 /2" 5/8" diameter - - p 4 3" INDICATES COL. FIELD VERIFY SIZES OF ABOVE, TYP, 3i 4" diameter 4" f, Adhesive anchors coiled for on the drawings shall be glass capsule type such AL G T AND B, ALONG THIS LINE, ji=AM as "Molly Parabond° or "Hilo EiVA" anchor systems. Minimum ennbed'ments. REINFORCING MAY BE if not specifically indicated' on the drawings, shall be according to the REQUIRED manufacturer's specifications. OW G = All welding shall be done b or AWS certified welder. 9. g Y h. Delay pointing within 3" of field welds until welds are completed, i cn GROUT. s _}, - ou a. All grout beneath column base plates and steel beams at bearing shall be non- 2'-5" I `--`-CUT NEW�SKYLICHTS� shrink, non -metallic type grout. Grout shall have a minimum compressive I I INTOi (E) �}ECKING I strength of 2500 psi. STEEL DECK: ( � I I I I ry 2'-6 1Z2' cn -� (E) ROOF FRAMIING -- I a. Steel roof and floor deck shop be the depth" gauge and rib type indicated on the a, drawings. AS UMEP, FlEi D IN b. Deck shall be fabricated from steel sheet conforming tc ASTM A.611 or A 44 I I I VVIE iFY f; I having a minimum yield strength of 33 ksi. I I I I LINE OF SLOPING I e. Deck shall be manufactured and erected in accordance with standard �. FRAME ABOVE •_ recommendations of the Steel Deck Institute. rn ( I I I I v d. Welding patterns and details shall be indicated on the manufacturer's shop rx drawings. Required diaphragm shear values ore indicated on the structural N I I ( I drawings. I I I I e. Sheets shall be finished by phosphatizing and painting with a baked-on acrylic primer. Where deck is used as a concrete form, the side of the deck in contact — — �(E) Lit AM' — — with the concrete shall be phosphatized but not painted. f_ Openings larger thon 6" in diameter shall be approved by the structural engineer prior to being cut into the deck. I I I I �••/ SILEL STUDS AND JOIST,'. - T- �" - 21'-0" g,_ ., designed by KRM a. Stud subcontractor shall provide bridging and blocking as required for stability I design � M AF3 and stiffness of the final wall or floor/roof assembly. - y b. Metal studs and joists shall be of the type, size, gauge and spacing indicated I checked by on the drawings, with minimum section properties as specified. C, Install "C" shaped headers over openings with webs back-to-back. issued d, All 16-gauge, 14-gauge and 12-gauge structural studs and joists shall be WJ formed from steel that conforms to the requirements of ASTM 570-79 or 3'-0'" 3"- 0" 0 - - PERMIT 05/10,/95 .= ASTM A-446-D with a 50,000 psi minimum yield stress. e. All 18-gouge and lighter structural studs and joists shall be formed from steel i that conforms to the requirements of ASTM 570-79 or ASTM A-446-C with a °v 33,000 psi minimum yield stress. X f. Structural studs and joists shall be coated with red zinc oxide paint, or shall oe Cr golvanized. g. All field welded joints or ground areas shall be touched up with a similar rust- NORTH `fiH cn inhibitive material NEW FLOOR FRAMING PLAN � - – —_ -- SCALD: 1 ,/q,,� 1 ' - 0'0 CV CU PLAN NOTES.- i (E) INDICATFS E XIST•ING CONSTRUCTION, (N) INDICATES NEW, de I 2. FLOOR DECK IS 2" DEEP x 20 GA. STEEL FORM DECD W/ 4 1/7" T WmaIi NORMAL WEIGHT CONCRETE REINFORCED W; #3's ®► 12" EA. WAY JFF COPY CU 3 3. COLUMN DESIGNATIONS INDICA TI= COLUMN BELOW. Q 4 TOP OF STEEL BEAM ELEVATIONS INDICATED: (XxX'-XX") Cn 5. EXISTING CONSTRUCTiON iS SHOWN AS ACCURATELY AS POSSIBLE FROM THE ORIGINAL STRUCTURAL AND ARCHITECTURAL DRAWINGS REPORT ANY DISCREPANCIES DISCOVERED DURING CONSTRUC I-ION � TO ENGINEER FOR RE-EVALUATION OF DESIGN OR DETAILING. VERIFY ALL DIMENSIONS WITH AS-QUILT CONDITIONS. LJ CF.% 4/z CC" �Q;�& L 05 20'-0 ;?0,-0" 4'- 4- Ilk __7 /Z 3'---10 1/2" 8'- 3/4" 8' -0 3/4" 8'-2 1/2" 4 8*-2 1/2 3 -7 -2 3'-0" 3.-0.. 3'-0' 3'-0" 1'-3 1/2" + I (E) W 18xr601(41'-7 112) 1 - ' U_ OA C (D z C 2'-6 1/2" nx 01 0 1< CD cm) (D z C PI) < X X X X L 14- LD It 0 F- 0 z - z z b -J 4D IL a- 3: CL CL D C 0 00 _j N LLI L1r) LAJ U-) UJI V) LAJ IJI z C t- 0 U-) (0 0 (D X 0 00 PIELD VERIF`Y END m SUPPORT CONDITIONS (E) 04 24x68 J50'-11 1/4 OF (E) BM, ALONG m < Q_ THIS LNE x 3 '4' C) z z Li L�j ul Li rn m W m z ho '_00 Cn 0) 0) x CN x x C14 CN LLJ z (N) _W_24x6d (56'-9 112) (N) COL 04 C, m CP Cn U:) U'), tf) Ln in 'T n- x x x x ^(0 C14 N CN '5 \_ +tk+ 3.1 x z r (N) W 4x5 1_9 1 /r2) a) 01 Cn Cn mi 0) QD a) (0 �0 (0 LO lb in Lr) 0 x x x x 3: (N) W 18x40 (56'-9 11/2) 2 6 6'-6 6'-6 14 6'-6 6'--6' 2' 6 1112" �1 3" 112" Li designed by KRM drawn by MAB checked by issued P F P V I T 5 /10 /9 C-I.— S-0 3'-0 3'-0" NORTH NEW ROOF FRAMING PLAN SCALE: 1 /4" 1 ' - 0" PLAN NOTES. 1. (E) iNDICATES [XISTNG CONSTRUCTION, �t4) INDICATES NEW 2. ROOF DECK IS 1 1 /2- TYPE 8 (WIDE RIB) 18 GA. METAL DECKING. sheet 3. COLUMN DESIGNATIONS INDICATE COLUMN BFLOW. To, n of Vail 4. TOP OF STEEL BEAM ELEVATIONS INDICATED. (XXX'-XX") mv 5. EXISTING CONSTRUCTION 15 SHOWN AS ACCURATELY AS POSSIBLE OFFI E Cos 2 FROM THE ORIGINAL STRUCTURAL AND ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES DISCOVERED DURING CONSTRUCTION TO ENGINEER FOR RE-EVALUAT*ION O�F DESIGN OR DETAILING. VERIFY ALL DIMENSIONS NTH AS-BUILT CONDITIONS. W-0' L EG END — SPECIAL PURPOSE OUTLET , �NLESS OTI�E1?llNSE N O O D F1N!SI�ED FLOOR ev.5 t In mechanical CXrS t 1ng meChanlcal `- I D PHONE 9 belotu - 0-4 WALL MOUNTED FIXTURE MTD. s 4'-8" UNLE55 OTHERWISE NOTED. _ 5 SINGLE POLE 5WI TCH 10 — W/ DIMMER) - DUPLEX OUTLET SPLIT WIRED. 34-0 proposed C7 torage OUAD. RECEPT. OUTLET r- ! I RECESSED INCANDE5CANT F!X ruRE y/ Dlm wR f - C C E ' C C T.V. CABLE OUTLET �DfRECT!ONAL -- Li,k OF E3REAK iN OJ JUNCTION BOY — CE/LiNG PLANE B T3 OF CEILING FAN5 IZZ S. TO MERM05 TA T - 1 , WALL MOUNTED INCA NCESCEN T FIXTURE C s B 2 TUBE DIMIER RECE35ED FLO!�RE5CENT FIXTURE LICE f8 2 TUBE SURFACE !10{a11lTED FLOUFi'ESCENT FIXTURE ( L �� F tr �rtrrent fA �' J �[ ] TO MATCH EXISTING FLO RF5CENT FIXTURES � a L-`4.! � or;�ci� at 448" Sr 1. ao �! C 2 TUBE 8 LONG FLOa'RESCENT FiXT!iRE } �- - - - i �! ' � CLOCK OUTLET FGR UP-LI i-ITIN F ARTWORK ! T I tr�,�t�rent rai O G G D K � 1 — \ (F;ELD VERIFY HEIGHT ABOVE F.F. V/OMNER) _- �� '�:fie _ ~~'` � � _ -+- �f vet%�#�.at �'_e_ff. - s IN•-CE'LING SOUND SPEAKERS or �f8 ° - NQTE: 14ONVA CLINIC TO SAVE - - - A;,R CONENP010NG V i 1 INTERCOM T' A A � [� � � CoN:�ECr ro e � X18 � - HOUSE �:i"RrUT o : OFFICE I ` IT EMERGENCY EXIT LIGHT5 ° 1 48 ?ATE: -- —_-- ---— _w § A ro oced acri ob'tcs room \ ' �/ t� .w -- A '� FI?cFOy E L EARS TO 'r - xY A 13O VE - eX1S t rrlg flat t roof { exIs t ing cbnlc r� f Com ..or ,'� TES 1 i r CEIL P L A N FOR c FLA n L " - /:� L TED CEIL IN r-,t N FOR E rr Tl INC-.,r WWO P' L A N [J A PLAN L V E C-/ E Rl"01, L VEL FJ /-/ ON CLINIC _ r , 00 A'l ,SCALE: ! 8=1 --O NO�2Tk- SCALE: 1/8=/'-O " NC�RT/ I 1 - i -i• , _.y �:-L•Y' i•_ �• i,� \'S I:.'- .p_;•1 7..F`IR wyry;!_6 .r' i, -�+ •_ v f` �+, f,_-=,• •' ;• • -f 'r s J„ t - '! -. -s - '- t-- +.r i •t,- Ir�Y ,i }�yy- f+`, •�+r: _+ >c r -r-.eh t a r.A�` �_4 - _ a, _ � w,. ._ is a• + - a,,• 1•:-1 ! r.t[-•6 s'tr�-t Y{X +a M� -� 4;t,- -+�43,�J y�- [ F f-_ - f" c,. 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