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HomeMy WebLinkAboutWest Day Subdivision Lot 3 Building 5 (4) I® 2004 4240 ARCHITECTURE, INC. ItUl CO11p�� I o0 E. Al1lr'EJ I .0533 ®RAKE I 4 ..JOHN ------ — - - — ---- - r 1 _ i \ u EAVE 0 _ -!YP W a ALI] I � ROOF FRAMING - VARIES. (RE: — .0753 SRUCT.) # t V # 1 1 W Q ww > 1 UNIT BEYOND 0 1��41k753) VARIES 0 '.•� (RE: PLANS) 1 1 1 - 1 4 OWNIER/DEMOM T.O. PLY VAM RESORTS 7� sIM. DEVELOPMENT � .0 75 3 COMPANY ( ; AVON,COLORADO ARCNrrWr oP FMCORD I 1 Oen"r,Calomdo l STUCCO, hM.MPI-ANNM L _ — 4 TYP. ac (OPEN ."C DIMGN ARCHrrB .••;. WD. TRIM HART"HW�RTON 1 � N6W ORK 8 �! [7 T.O. RIDGE r- -- - A— 1 MONROR&NEWMZ BNGIlHMMS,INC — _ — AVON.CUTARADO — RE: UPPER LEVEL E ---�.—�_r NECRAMCALELP-CIWCAL0gGR TIMBER BEAMS PLAN ; A19ENGM M%DX (RE: STURCT.) 12 I I 1#1 a CIMENGWEER STUCCO, TP. APm EJCnomm G ,7NC. COLOMDO # I —1 I II i I —I -1 I —I 11 I I 11— 1 1 I !-- PROJECT NUMBER 20900.00 34 OVERHANG VARIES 1 — — — �— �� 11 111 -1 I .� RE: UPPER LEVEL PLAN ISSUE REVISION DATE � � - CEDAR CASING- RE:. — _ I- t # 11 ► 11 I=i 11E1 I I�� I � I 11 06 CONSTDOC co m. �.–. — I I 1=1 11=1 I I;111=1 11Y!i ICI ! 1=11 1 1 I F1 11 - .•.. - - _ - FOR PERMIT 08.13.04 # ! I _ -• — A BLDG.2/CONST. 09.02.04 1 1 a a _ A v 4 d' ®BLDG.3/CONST. 09.24.04 4 09 BLDG.4/CONSr. 10.11.04 to BLDG.5/CONST. 10.25.04 ' 1 ftm m on immis smolso 1 ! A6A/7A/$A/9A/10A/11 FINAL CONST 01.03.05 34 x 16 ADDENDUM 5 05.16.05 A533 , RE: TUNNEL CONSTRUCTION PACKAGE 1 STONE VEENER, GAMGE _ CONSTRUCTION PACKAGE) I ! � (R E. CIVIL) —� T.O. PLY i=f f f -1 1 111 I I I 11 III-I f I f I I-I 11 -� I iii 1 FE1 l 1=1 i FI 11=► I fEE l 1=1 1=111=1 11=1 I E-1 f F=1 I F I - 1111111 f 1'1 m—mmm_ —III__-_I�f—ICI IIf ICI ICI Iii f�f flf-Ilf-III--f ( f- (f= 1 — f�f11I : I—� 1=111=III=1 11-1 11=1 11 I I ICI I El I F 1 11=11 I=III 11 =1 ! l�l BUILDING T T.O. PLY SECTIONS LA y 1 PARTIAL BLDG. SECTION UNIT A 2 /2.. = 1' DT-1 B.dvrgC� C� C 1 WALL SECTION UNIT A y f�7� _ d�• 15C01.dwg I (p) 2004 42140 ARCHITECTURE, INC. ® 0� Cal 1 ®RAKE TYP. 4/ A533 � ♦�a ,. ... .. a• � E. RANDAL ® JOHNSON EL-VARIES _T � r I RE: ROOF PLAN l� ��, `' R ------ - - ---- --- - -------- __ ^_– _ _—_ — _—_ UPPER LEVEL EL.=+10.0' i - i (TOP OF PLYWOOD) .. "'O 1 OEAVE TYP. A53, ® rT� ROOF FRAMING VARIES U I Q (RE: STRUC AND ROOF PLAN) 8_4 f I 2x CEILING !Tti FURRING j Irri■i ` STONE VENEER i RE STRUCTURAL I ! ! ; RE STRUCTURAL. - i I a rL--1 RE STRUCTURAL r V rti/ {I ! ` I ! _ W s- o j AMAX A531 I � z STONE VENEER A w J_RE STRUCTURAL � -L � ATTIC o H �-1---ENG. TRUSS a VARIES ' z o (RE: STRUCT. D z i l� {I `''o d UPP1R0.' LV"L o __ te m . MEMO ----- V I` N UPPR. LVL T.O. PLY —_ ,_— -- - -- _z– now � =+10•_4" 3 , I T.O. PLY (O.H.) A753 � � ' LJ rte. VAIL RESORTS DECORATIVE WD. DEVELOPMENT I I TIMBERS f (RE: R.C.P.) COMPANY AVON,COIARADO I WINDOW HEAD/SILL --_ MAIN LEVEL EL.=t0.0 ARUTrEC (TOP OF PLYWOOD) DETAILS 'oFxECOaD RE: SHEET A753 � , 1• � J I � I 1 MASMR PLANNER DESMNA xCHrrraCr HART J HOWERTON ' ' ♦ I NSW YOpitc,NEW TOM I ! i STONE VENEER MCOCIME&NSWE LENGD1�IMINC I r a FINISH FLOOR AVON.00MRAW E RE STRUCTURAL - V �`-------- -- SEE CIVIL FOR GRADE acALBLECMICA.�n� + ELEVATION REFEREN� WHENGnNEELs,neC ! AVON,COLORADO ` 1 RE STRUCTURAL T.O. PLY „ ---—- - crva.ENcdNEER n (1 T.O. PLY ANBINEENNGUVMWU4G,INC- f 1 RE STRUCTURAL ` , VAU.COLCKADO CEILING JOISTS MANUF's STEEL STUD PROJECr NUMBER: 20900.00 E FRAMING KIT. I ' ° I ISSUE REVISION DATE I N ! � 06 CONST DOC i FOR PERMIT 08.9304 1 , MAX `^ � � � \ � oA BLDG.2/CONST. 09.02.04 . ESTONE VENER \ I I I ono , BLDG.3/CONST. 0924.04 RE STRUCTURAL i / Q BLDG.4/CONST. 10.11.04 � 4 I I t o BLDG.5/CONST. 10.25.04 oho z I \ j AW7A/8A/9A/l0A/11 aka $H a. `° WALL TYPE , La Q r` RE: A611 I \ FINAL CONST 01.03.05 -��✓ t s ADDENDUM 5 05.16.05 Sim. � r GRADE i RE: CIVIL ° go I GRADE r 1 RE: CML LOWER LEVEL EL.= –12'-0" -- — (TOP OF PLYWOOD) ox 'I I F- 1 I I I-k i t ---I 11 I_--� I �l � I� +-�•�.I 4 V r 1 ' I�, I � I r I I I y 1 I I ��•i ���- � I CRAWL SPACE a I I( I ICS ICI ICI ,�I C WL SPA I!I—I I l I f l--III I l I 1 i; BUILDING —I 111 f I - 11=I l ICI I I= WAL. SECTIONS I- . I �I I I^I I ICI I I---•-I 1 ICI 2 WALLA" SECTION UNIT Ad� FIREPLACE WALL SECTION UNIT B WALL SECTION UNIT B 3/4" = 1'—Q" fscos.dwg „ A415 © 2004 4240 ARCHITECTURE, INC- ��. ZF cot E. RANDAL Q JOHNS DRAKE, NP. r 202 1 10101100201101101 WE Imj M moll moft%/// 1 15 ! 1 ®£AVE, TYP. - � � 1 � 1 1 1 r 4 - 1 ♦ 0 1 _ �� ♦ V i ftm _;- 4 A M Milk 0 N4 O L Q �- � o W A I �" 4 0 / \ ROOF FRAMING VARIES ` / \ (RE: STRUC-) 7 A71 s � W i A �I > CEILING FRAMING VARIES _, !it % (RE: R.C.P. FOR HEIGHT) U 0 z - ROOF FRAMING VARIES 0-1 UNIT BEYOND VARIES (RE: PLANS) (RE: STRUC, AND ROOF PLAN) i CEILING FRAMING 0 I f (RE: R.C.P. FOR HEIGHT) � I OL UPPER I-EVEI_ -= +10'-4- - UPPER LEVEL = +10'-4" - T.O. PLY i FRENCH BALCONY Now 7 (RE: DETAIL 2/A532 SIM.) E A71 OWNERMEVE1 oM 1 I VAIL RESORTS - t ; DEVELOPMENT Ifto % i COMPANY k! _ NOTE: FOR WINDOW SILL 8c AVON,COLORADO A753 -; / IFT FOR WINDOW SILL & HEAD HEIGHTS REFER TO AACr0Pw HEAD HEIGHTS REFER TO EXTERIOR ELEVATIONS WINDOW WINDOW TAGS ' EXTERIOR ELEVATIONS i 1 I. WINDOW TAGS 3 FA;k I GUARDRAIL DESIGN � �J VARIES (RE: EXT. ELEV'S) 1 (O.H.) SIM. �rtcfureMJJF ")\1' r wr w r+ _— �3$ Dover,Co a�ado\ DECK SLOPE mill �+1 — (RE: 2/A532) ; MASTMPIANNM DJOSM ARCHMCr HART I HOWERTON 1 ` _ IMMYOMIRMYORK ♦ i 5 srRUCSUxALEvc04M dK FINISH FLOOR +31' A 1 FINISH FLOOR +3a A��11D1G �c (RE: CIVIL) — ' RE: CIVIL b0UIfAMCnr-9 LH Crx MEWan AVON,Ak LEVEL -= +0'-0a � -- 1 _ _ — w�no L T.O. PLY MAIN LEVEL = +0'--0a CrVILENGMM T.6. PLY ALME RN DM&WQ l rC. veu,CowxADO ♦ I ; ! PROJECT NUMBER 20900.00 % ISSUE REVISION DATE r - 07 BI1)G.2 1COMT. 09.02.04 1 _ J - BLDG.4/CONST. 10.11.04 NQTE� REFER TO FLOOR _ - PLANS FOR WALL TYPES 3 �o BIG.5/CONST. 10.25.04 I AW7A/8A/9A/l0A/11 .0753 FINAL CONST 01.03.05 15 ADDENDUM 5 05.16.05 ••°: �! ' �. WALL i - 7 GRADE s 7 (RE: CIVIL) oo -7=A I _ GRADE VARIES - - c (RE: CIVIL) CONCRETE TERRACE •° J 1 1 �, (SLOPE TO DRAIN) I I IW--1 I I1 i 1 -1 I I1 11_-1 - _ rf /� 1 � F I — 12f—Oa ----------- f a - - - -- - -- - — 12 --0 1 TriEM" - �� - a _l 1 I 1 ! 111 111 11 ICI 11_=11111 l� I I I Iii l I I ICI I ICI 11-=1 11 1 I 111 l�l 11=1111 l l-- III-1 I FE 1 ICI I I 1 I 1-1 i 1�1 11 11 I= wALL SECTIONS �RAW�.-SP�4CE . . _ � I � - 1 I I 1=1 l 1=.�I 1 ICI I I�==1111 111 11=1 I i�l 11=1 I I�111=11 I=1 111 11=1 11= I ICI 11=� I1 I II I I-_-1 I k - I I--- l 11 I.1 11--1 I ICI ! ICI i ICI I l=!I l�l I ICI I ICI!I-- ! I ICI I I �I I I� 111-I I Imo! 1 I_ - � � - - - i !ICI i 1 I 1=1 I i=11 I-III=�! I I- 11 ! I 11 11-t ICI ! I 1 1 111 11 f I 1111 f I=I 1 i�1 1=I 1 I�1 t 111 I�1 I ICI 11, 1=! I-- 111 _� ' --III- 11 I I f I I I # III 1 I 11--1 I I___._-_1 I I-1 I�I 11�I I I I�I I I �11 [E-1! - 11---.----1 111 11_I 1 I�I I I- . I Ir1 III WALL SECTION � WA.LL SECTION IJN�T B I A416 / zsco�.aw9 ® © 2004 42140 ARCHITECTURE, 114C. 5 SIM. A533 O.H. j �� QE cote UNIT BEYOND � -�+ 4 9� I � O 1 1 E. RANDAL 1 1 p I JOH€dSOi � A 1 T. PLY olumps IRS 1.ONE Rom Empoo W t Z RIDGE HEIGHT ARCH -OCCURS _ T f ^ SOME BUILDING Q V (RE: .ELEV. AND .. ' ♦. -- 1 a .. _ Eno 533 1 l 3 1 2 A533 M OPNG. OCCURS ELEV.) ENTRY. PORCH - -� I 4 u ISTONE EIGHT VARIES I 6 � .: � . I cs (RE: ELEV.) f 533 IL z 0 �i �� + o y: • -,{ �� r(,'; r� UNIT BEYOND (VARIES) ] < < I - r — RE: PLANS� � �- _ - ��� . Li =I I I_ i I I-_I I ICI r l�, I i 6 - e VAIL RESORTS n DEVELOPMENT COMPANY ��jAL WALL SECTION UNIT B f A°°N�C°�'�D° 2 FA MCHr MIRE 1 SIM. simm mom NEW _ , , 33 MNS7IM PLANNER am me sive mor Am no & T. PLY. - -- -- -- - � HARM HOWE.RTON 1 1 1 1 >�MMOS �.1W AVOK[cAr.HLBCTRrALENGn+naM ♦ M-SPINGDQUIMINC I 8 I ev�,taLa�eAno �- UPPER LEVEL = +10'-4" _ T.0. PLY � ! A532 WIN i11A 111 � - TxxoJE=N[TMBER: 20900.00 ♦ 3 `'� OPEN ISSUE REVISION DATE ! RE: CGRADE (CIVIL !ES} 07 BLDG.2/CONST. 09.02.04 . . . w. �.. 32 �sr��BLDG.4/CONST. 1011.04 . � � . � � BEAM (RE: STRUC.) F � � � . 10 BLDG.5/CONST'. 1025.04 I ` STUCCO - o A6A/7A/$A/9A/l0A/11 ENTRY PORCH OPNG OCCURS B101 I (RE: EXT. + _ _ FINAL CONST 01.03.05 ELEV.) AADD$NDUM 5 05.6.05 x ENTRY DOOR t -_- f I ff f f- f I ICI f i�f f IYf f If I If ff I I�f f ICI f f 4 (RE. A711) 1j. MEN s ..a.1 TFL NOR SIM. A IYI I ICI I ICI 1 I I I - - - . III;III=I I ICI I ICI f ICI I f I ICI . �I I ICI I EJ I f f I ICI 1 1 1 ICI 11 2004 42140 ARCHITECTURE, INC. c ol E. RANDAL JOHINSON —-—-—- nor _UJE si M. 1 (O.H. Z o an ROOF BEYOND 4 r0 j a. > z 0 BEM 33 .. ...r . .. (RE: STRUC.) f A531 "ER, UVL OWNEWDEVELOM PLY VAIL RESORIS DEVELOPMENT COMPANY AVON,COLORADO AXCLUTJ=0FXEoaW m SOLID WD BEAMS (RE; STRUC.) EVA Denver.Colorado TO SKI TO LrnuTy MASTEMPLANNER CLOSET & DESIGNARCHmacr TO V*ARCM HART JMW TON w w�L STONE TERRACE )jl (RE- LANDSCAPE) 0 S18VCnRAL18NGVd%M U0NR0E&NRWBlLM4GDWfflMlNC kAkItq Lm +01 • - AVON.COIAORADO = _O AL )JECRANICALELDCrItICALENG04MR PLY u-uENGmTmDK AVON,GOLURAD4 CIMENG94M I Ed I Ed I la I I I- VAU.COLCIRAW b ts PROJECT NUMBER: 20900.00 rl A& A; ISSUE REVISION DATE 09 BID G.3/CONST. 09.24.04 ABlJDCm.4/C0Mr. 10.11.04 10 BLDG. ICOWT. 10.25.04 A6A/7A/8A/9A/I0A/11 (RE: TLINNEL FINAL CONST 01.03.05 CONSTRUCTION PACKAGE) 16 ADDENDUM 5 05.16.05 -—-—-—-—-- T.O. .11 F�E =1 I frEl 1 IE�E� :_E� d I lz:–: I I LEI I 1=1 I 1EE1 I I 1A I I Ed 1=- (c� 2004 42140 ARCHITECTURE, INC. c 01 C-3 0 E. RANDAL JOHN N ti INTERIOR CORNER REINFORCEMENT OUTSIDE CORNER REINFORCE AENT ace- 3" SNOWMELT SUPPLY & 5TEP I L MIN. C C RETURN (SEE NOTES 1&2) STEP I . . L TYP. Pik Pik STAINLESS STEEL BAND CLAMP �. UNCURED NEOPRENE FLASHING - 6" (SEE NOTE #3) "' u CLR' NEW 2" HIGH CONC. CURLS. CLEAN I & ROUGHEN TOP OF CONC. SLAB y < < ` DOWEL EPDXIED INTO CONC O t.PRIOR TO PLACEMENT ' , < < y PRIOR TO IN5TALLATION OF W.P. PQ HORIZONTAL WATERPROOFING ' 1 � "� ` RE: 5TRUCT DWG5 MEMBRANE (SEE NOTE 4) DETAIL WATERPROOFING _..J `J ' ' AROUND DOWEL PENETRATION H . � PROrEeTlol� � _. .. � : � f - - + �4 .:M_ •e� - ` :: ' WATERPROOFING MEMBRANE � �y • . : STEP 2 _4 ; : : , . e CONCRETE WALL OR SLAEi rQ le .• 1 1 _-ate.. •. • - sue. •. V•'.V •� ' � U Q C.I.P. O R PRECAST CONC. SLAB _ .. � a •a I I J I - -: EIRE--RATED CAULKING MATERIAL f. °_�.- ' � , � � ° � ti J #Ole u LUG : W 0 NOTES: d q, v � 04 a C! d. 1. PIPES SHALL BE COPPER. POLYETHYLENE TUBING SHALL NOT d• BE a USED FOR PENETRATION. 2. MAX. OPERATING TEMP. = 135'F; MAX. TEMP. ALL CONDITIONS 'i8(}'F - 3. REFER TO MANUFACTURER'S DETAILS FOR ADDITIONAL INFORMATION. 4. OTHER LAYERS OF HORIZONTAL WPM SYSTEM NOT SHOW FOR CLARITY. a SEE TYPICAL DETAILS SHEEP A505. ALL OTHER DETAILS OF HORIZONTAL & STW 3 COMPIETEI-Y ENCAPSULATE ALL UP05W R=ORCING 5'iEP 3 COMPLE RY ENap5ULATE ALL E7wom RoNrORCING VERTICAL TRANSITIONS APPLY PER MANUFACTURER'S DETAILS. WRIT A TOP coAT1NG OF HOT ArMW Wp. W1TH A TOP GATING OF HOT AMIED W'. NO REINI'MING 5HOUI D BE LEFT 6IP05tD OVERNIGHT. NO KEINI:OWNG 5i-IOULD BE LEFT OM ED OVERNI&IT. aWNBRIBEV�or�c VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO A; q)iLp S 0 T F NET ION DETAIL D CORNER REINFO C G DETAILS D T DO ME L PENETRATION DET I L S � � J MASMIPLANNER DESIGN ARcrnygcr HART I HOWERTON NSW YORK NBW YORK STRUCTURAL.ENGINBER MONROE&NBWELL ANG WBERS.RW AVON.COLORADO HOT-APPLII=[�WP UNCURED NE50PRENE �e REINFORCEMENT -e - -- PLANTER WALL OR CURB NOT APPLIED W.P. AVON,COLORADO UNCURED NEOPRENE FLASHING --- cI°u sfac. "4 - -d ALPINE 5A1GII+tS1RtH+K\,RVC. Ism Q 4 CONTINUE PROTECTION VAIL,COLORADO MAT HOT-APPLIED WP " a d BOARD* DRAINAGE UNDER CLR. o _ o� 4 PLANTER WALL OR CURB PRO ECT NUMBER: 20900AO • e - FOUNDATION WALL TO � a FOOTING DECK 4 d - L%UE REVISION DATE DRAINAGE MAT ° a 4 a a° :4 ° JOINT IN DECK-�- RE:5TRJJCT a a 04 CONST DOC 4'MIN. EXPEND HOT-APPLIED W.P. FOR PERMIT 07.23.04 REINFORCEMENT 5TRUCTURAL AND CON5TRUCTION JOINTS DOWN UPPER PORTION '' a DETAIL WATERPROOFING 05/06 CANST DOC NOT REQUIRED AT SHR1NlCAGi±CRACIC5 AT ALL CHANGE5- OF WALL FACE TO a MEMBRANE AROUND Ra W ROUGH CONCRETE >1/I G' c 1/4° IN IN-PLANE ENCAPSULATE THE d FOR PERMIT 08.1104 4 OR CRACKS UP TO WIDTH CCW 711-50 5HEET 4 BLDG.2 1CONST. 09.0204 4 ' CLEAN SURFACE OF W.P., BAR FOR PLANTER WALL 4 4 PRIME 4 IN5TALL SHEET OF WALL CURB TO DECK 08 BLDG.3/CONST. 09.24.04 Q CCW 71 1-90 12' MIN ONTO SPRAY APPLIED W.P. AND d 09 BLDG.000NST. 10.11.04 d UNCURED NEOPUNE UNCURED NEOPRENE, 9" MIN PAST JOINT IN DECK FLASHING FLASHING 10 BLDG.5/CONST. 10.2504 �! a SPRAY APPLIED W.P. 5B FR4ALCONST 04.03.05 EXTENDED TO WITHIN CONDUIT OR a 3° OF TOP OF WALL L . 4 W7A/8A/9A/10A/11 PIPE LESS PE/1/ENT GRFATER THAN OR FINAL CONST 01.03.05 THAN I' EQUAL TO 1° m _ • �e _ • 4. R�ITDIFoR6c,'E�M'FABRIC - Q d 4 „ - 16 ADDENDUM 5 05.16.05 BTWN 2-30 MIL. LAYERS NOTES: SOME PIPE MATERIALS (COPPER, BRA55) MAY REQUIRE ROUGHENING-0ANOING, 6 4 ° Q OF SPRAY-APPLIED W.P. v 4 . .IN ADDITION TO PRIMING W=RFACE CONDITIONER, FOR PROPER ADHESION OF WATERPROOFING. d = METAL P1PE5 MUST BE FREE OF ALL OIL AND RU5T. 4 PROTECTION BOARD NOT SHOWN F=OR CLARITY. I � MAN51ON JOINT5 UP TO 1° IN D(PAN51ON JOINTS I TO 2°IN 1�-11 4 WIDTH AND MAX. 50%TOTAL WIDTH AND MAX. .0.'0%TOTAL �1 —�=I� '1=1 MOVEMENT ANTICIPATED MOVEMENT ANTIC.FATEO ' WATERPROOFING DETAILS TYPICAL E TYP CONDUIT PIE PENET TON DETAIL O TYPICAL 'ATERPROOFING DETAILS TYP WATERPROOFING D TAILS ,� A ,� x A505 cQ 2404 42140 ARCHITECTURE, INC. cola9q FOR TRANSITION DETAIL AT FOR TRANSITION DETAIL AT E. RANDAL RESIDENTIAL WALLS NOJ ABOVE JOHNS TUNNEL w RE: D/.0511 EXT WALL SHEATHING RESIDENTIAL WALLS AB( VE TUNNEL N RE: F/A511 2101 STUCCO FINISH SUB-SILL FLASHING W/ RE- WALL SECTIONS S' DRIP EDGE AND END & SPECIFICATIONS DAMS AT EACH END LAP BLDG FELT PAPER OVER LEADING EDGE OF SEWLAWT BITUTHANE SHEET W.P. SPRAY-APPLIED W.P. EXTEND BITUTHENE SHEET AND FLASHING W.P. UNDER SUB--SILL FLASHING ALL FASTENERS FOR DRIP W AND SET 1N BED OF LM3000 EDGE. FLASHINGS, ETC SHALL - STONE VENEER LIQUID MEMBRANE TO EXTEND BE INSTALLED THROUGH DOWN FACE OF WALL SOLVENT WIPE FACE OF ° 3 MIN SHEET W.P. d � SPRAY-APPLIED W.P. PRIOR COPPER FLASHING SET TO INSTALLATION OF SHEET W.P. o•- a ° '.. - a IN CANT SEALANT BEJ? COPPER FLASHING SET .4 IN CONT SEALANT BED N GRADE N RE: CIVIL �, p 0 STONE VENEER a "114 A- �? a CONC FDN WALL O o —E I Z RE: STRUCT "'� AT WALL BEYOND WINDOW SET BITUTHENE SHEET W.P. z 4 ° EXTEND SHEET W.P. 12" MIN IN BED OF LM3000 LIQUID m i a A ABOVE STONE VENEER. MEMBRANE EXTENDED 3 MIN z ` ° u THREADED ROD ANCHORS a BITUTHENE SHEET W.P. LAP FELT PAPER B MIN OVER EACH SIDE OF JOINT BTWN z I I EPDXIED INTO FDN WALL SHEET W.P. TYP CONC AND WOOD FRAMING `'iv I q- PRIOR TO INSTALLATION .. V ° OF W.P. N RE: STRUCT Q ET BITUTHENE SHEET W.P. IN BED OF LM3000 LIQUID , a MEMBRANE EXTENDED 3 MIN °4 - STONE VENEER o W EACH SIDE OF JOINT BTWN ° 4 iL CONC AND WOOD FRAMING v ° d a a a - a 4. DETAIL W.P. AROUND ROD CONT 36" WIDE STRIP OF o — Q.. PROTECT EXPOSED THREADS U Z BITUTHENE SHEET W.P. a 4 ____ BEYOND FACE OF ANGLE TO APPLIED DIRECTLY OVER W CL i I I e KEEP CLEAN & FREE OF W.P. GRADE RE: CML - 4 . = SPRAY-APPLIED W.P. AND a. 4 a (n ¢ a 41, ° . a APPLY CONT SHEET W.P. OVER a a ° EXTENDED 12" UP ONTO w >- ANGLE AND EXTEND 4", MIN e wo EXTERIOR WALL SHEATHING w x ONTO SPRAY--APPLIED W.P. EXTEND SHEET W.P. a a a. LAP 4" MIN AT SEAMS ° N a 4 12" MIN DOWN ONTO _ - - SPRAY—APPLIED W.P. a ° -° d m a FACE OF HOT—APPLIED W.P. EXTENDED TO TOP OF z LEDGER ANGLE INSTALLED cl CONC FEIN WALL o AFTER W.R. N RE: STRUCT HOT—APPLIED W.P. `'' -H A PAINT ANGLE W/ TWO COATS OF PREMIUM ALKYD ENAMEL w N PRIOR TO INSTALLATION M TYP owxffie/aav�r.orm� • TERMINATE RiG�D INSUL VAIL RESORTS AND DRAINAGE MAT AT BOTTOM OF ANGLE DEVELOPMENT W-P. SHALL BE CONT FULL_ HEIGHT OF WALL COMPANY AVON,COLORADO ARC HYMCr any FP�VI. AT TUNN L SIDE W WINDOW D w .P.M. Afi �WALL TRANSITION $ W.P.M. A LE UER ANGLE ARCWFWRM ■ J L-SHAPED CAPPER FLASHING I C*Aulb 2- X 5" WITH 1/2- HEM DIRECTED AWAY FROM FACE 1""S' &"�"� OF W.P. >x01CM ARcHumcr BURN-OFF POLY SHEET ��� HART HOWERTON FILLET BEAD OF SEALANT FACING ON SHEET MEMBRANE PRIOR TO SETTING THRESHOLD AREA TO BE PROTEGTE[- a . CRAWL SPACE Nswrwu�x$9VYOxrz WITH HOT—APPLIED W.P UNTIL � � a a RESIDENCE IS CONSTRU TED, a STRUCTURAL UNGMIM BACKER ROD AND SEALANT EXTERIOR WALL OF 2 RIGID INSULATION OVER d DOOR THRESHOLD RESIDENCE AT TUNNEL 1F RESIDENCE IS CONS1 RUCTED ! J em�oa�a�m�a �ssAS,nvc WITH TUNNEL, ELIMINATE WATERPROOFING WATERPROOFING SYSTEM i �4 AVON,CCLOP DO TO BE PROTECTED WITH a CONT TERMINATION BAR n� ICALNLacrRr_4L�mr�� SET IN BED OF MORTAR HOT'-APPLIED W.P. FROM AREA INDICATED " HUS: — a a �— AND SEALANT PAVERS PROVIDE END DAMS IN INDICATED THUS: Ate.C��+m EXTEND SPRAY-APPLIED GONG FDN WALL SHEET MEMBRANE a a ° RE: STRUCT `� SETTING BED AT JAMB CONDITION WP & DRAINAGE MAT TO AND TURN UP INTERIOR BOTTOM OF FOOTING a . 4 ° AR"°O!�"iO� EDGE INTERIOR OF RESIDENCE a. - VAPOR BARRIER SEALED © a EMBED 6" WIDE FABRIC a TO FDN WALL N TYP PROJECT NUMBER: 2090000 REINFORCEMENT SHEET a PROVIDE CONT INSUL. BD BETWEEN 2-30 MIL. OVER VAPOR BARRIER ISSUE RSViSION DATE EXTERIOR OF RESIDENCE SEAL CONSTRUCTION JC NT LAYERS WP MEMBRANE a a a I TO PREVENT DAMAGE OVER TUNNEL CONST 4 ° ob cONSrnoc 3 �+ d a a ari FOR PERMIT 0&13604 Lai =• FRAMING RE: STRUCT _ I I ,`;: ° ' a BI.DC,. CON 09.0204 In Q :''_ :4 ° a a a °. A 4 q 4 ° 4 O o + f I~ 08 BLDG.3/CONST. 09.24.04 Ww 4- / a II I a J 'n 4 4 a + 09 BLDG.4/CONST_ 10.11,04 I Fn l ° a EXTEND BITUTHENE SHEET I- 10 BLDG.5/CONST. 10.25.04 a W.P. UNDER THRESHOLD EXTERIOR WALL OF RES DENCE r c ! I I BEYOND TUNNEL TO BE PROTECTED WITH 6A/7A/8A/9A/l0A/11 ° LM3000 D SET IN LIQUID MEMBRANE. SPRAY-APPLIED W.P. IN)ICATED THUS: g c a •- N / .4 ° a a FINAL CONST 01.03.05 ad ° a BED OF LIQUID MEMBRANE � a _ 4 a a TO EXTEND DOWN FACE I I d OF WALL OVER FOUNDATION TUNNEL DECK TO BE PROTECTED a a a ° d ° a 16 ADDENDUM 5 05.1b05 a WALL W.P. WITH HOT--APPLIED W.P. I FOR ADDITIONAL INFORMATION _ a a n RE: TUNNEL W.P. DETAILS LAP SPRAY—APPLIED _ a. a SOIL FILL RE: CIVIL FOUNDATION WALL OF 12" MIN. ONTO EXPOSE[' HOT—APPLIED a a 4 AND LANDSCAPE DWGS 4° RESIDENCE M RE: STRL W.P. (SOLVENT CLEAN S JRFACES PRIOR ° c 4 4 a TO INSTALLATION OF LAI). ° 4. a a REMOVE PROTECTION LARD FROM SURFACE OF FOUNDATION WALL OF T )NNEL 0 4 a ° FOUNDATION W.P., SOLVENT TO BE PROTECTED WITH O �0 ° WIPE, AND LAP BITUTHENE EXTEND SPRAY-APPLIL=D W.P. SPRAY APPLIED W.P. iN )ICATED SHEET W.P. ONTO FOUNDATION 0 WALL W.P. 12" MIN. 12" MIN ONTO HOT-APPLIED W.P. THUS: 0 O�OO 0 FOR ADDITIONAL .INFORM xnoN �� FOR CRAWL SPACE DRAINAGE MAT AND RE, TUNNEL. W.P. DETAILS UNDERDRAIN SYSTEM ATE R P R00 FFI N G RIGID INSULATION FREE RAINING IN IGRAVEL R CML DETAILS PARTIAL PLAN & WRAPPED IN FILTER CONC FOOTING FABRIC — RE: CIVIL STRUCT E '.P_M. AT TUNNEL SIDED OR THRESHOLD C W.P�M. RESIDEN'TIA TIM—IN TO TUNNEL PLAN VIEW W.1?yVi. TERMINATION AT FTG A511 © 2004 42140 ARCHITECTURE. INC. col° A f LAP FELT PAPER OVER FLASHING E. RANDAL ENCAPSULATE END DAM STUCCO W/ CONT WEEP SCREED SOHNSD IN NOT APPLIED W.P. 1 EXTEND -HOT—APPLIED 292pn COPPER FLASHING W/ HEMMED W.P. MIN T3" ABOVE FIN FOR ADDITIONAL INFORMAIIO'.1 EDGE SET IN CONT SEALANT FOR ELEV OF TERRACE NS C z RE: B/A512 BEAD ON TERRACE PAVERS - COPPER END DAM ^� � � RNEf & SOLDER ALL JOINTS WATER TIGHT ' OD " a ` + TERRACE PAVERS TERRACE PAVERS OVER UNCURRE© NEOPRENE SETTING BED ANp �n`�"' t CONC TOPPING SLAB FN HOT-APPL BED W.P. PROVIDE BACKER ROD I CONT FACIA TRIM BOARD AND SEALANT AT � LAP FELT PAPER SLOPE TERMINATIONS OVER W.P. 6" MIN TO DISSIMILAR y ,..,"rz:. z Q END DAM ISOMETRIC MATERIALS, TYP. STONE VENEER i _ - = -; , ' USE HOT—AP ..V•�_ V• •. 'r .3 •Y-,_.s:•,. PLIED W.P. TO . 4 Q STRIP--IN GUTTER FLANGE INTO ,4 d `' 4 �till EXTEND HOT—APPLIED W.P. � a MIN 8" ABOVE FIN FLR ELEV HORIZ DECK MEMBRANE N TERMINATE DRAINAGE Cn OF TERRACE LAP 4" MIN ONTO BECK W.P. NAGE MAT AT VERT FACE OF WALL AND 2" MIN OVER VERT FACE 1r■� O WXWW HIGH OF GUTTER — TYP W m ..._— — COPPER END DAM — TYP pug � O AT TERRACE DECK EDGE HOT—APPLIED W.P.MEMBRANE REINFORCED ( UNCURED NEOPRENE FLASHING AT ALL JOINTS IN A R 1 EMBEDDED IN HOT-APPLIED W.P. z PLYWOOD SUBSTRATE " w - ( BACKER ROD & SEALANT �v - TONGUE AND GROOVE > ( PLYWOOD DECKING xi ( RE: STRUCT u V) 2 I `�•''`:-~+`; `�'"�'` " TERRACE PAVERS OVER z " ( a SETTING BED AND CONC Q � d TOPPING SLAB H DRAINAGE MAT N TERMINATE AT ' a VERT FACE OF COLUMN RIGID DRAINAGE SPACER O CONT W/ DRAINAGE MAT HOT—APPLIED W.P. MEMBRANE TO ALLOW FOR DRAINAGE REINFORCED AT ALL JOINTS BELOW PAVERS IN PLYWOOD SUBSTRATE TONGUE AND GROOVE COPPER GUTTER ' PLYWOOD DECKING SOLVENT WIPE & PRIME RE: STRUCT FLANGE AS NECESSARY TO onav�.ormt PLYWOOD SHEATHING OVER RECEIVE WP MEMBRANE VAIL RESORTS WOOD FRAMING N RE: STRUCT DEVELOPMENT COMPANY AVON,COLORADO ARCHrracrce "3- RR C M.P.M. AT STONE COLUMN D NTSRRACE W,P.M. AT OPEN EDGE L B TE. RACE W,P.M�- AM TH RESHOLD/WALL ,Cakwaft NOTE: SHOULD CONNECTION OF WOOD RAIUNG VARY FROM WHAT IS SHOWN MASTMPLANNM $ I�CBGT HEREIN, CONTACT WP CONSULTANT DOOR THRESHOLD SET IN ASSIGN A TO CONFIRM WP INSTALLATION CONT BEAD OF SEALANT HART HOWERTON 3/4" WOOD RAILING POST (NOT SHOWN FOR CLARITY) NEwyow"myow CONT SAWCUT REGLET IN L--SHAPED COPPER FLASHING STAvcTup_#& NGINmm RAILING POST w/ BACKER ROD & 2x5 WITH " HEM -DIRECTED SET SHEET W.P. INTO CONT. BED AV°'''.col.os�►no SEALANT AWAY FROM FACE OF W.P. OF LM3000 LIQUID MEMBRANE — A(0CRAWCALZUCTMMMQGftZ= STONE VENEER 1/8—IN. ASPHALTIC PROTECTION BC ARD CONT BITUTHENE SHEET W.P. LIQUID MEMBRANE TO COVER FULL WA ��� WRAPPED UNDER THRESHOLD HEIGHT OF WOOD BLOCKING COPPER FLASHING N COUNTER HEi 1 ENGUOM LAP FELT PAPER I & SEAL ALL VERTICAL JOINTS N H.-m TO CREATE N D DAMS TYP OVER BITUTHENE I LOWER END AS SHOWN ti FIN FLR OF RESIDENCE �p�G INC SHEET W.P. w 6" MIN I PROVIDE SNAP CLIP AS—SHOWN TO BACKER ROD AND SEALANT SPRAY APPLIED W.P. ANCHOR METAL INTO REGLET I BACKER ROD & SEALANT PATIO SLAB RE: STRUCT PROJECT NUMBER: 20900.00 ° I TERRACE PAVERS OVER a A I SETTING BED AND . A ' a q Q CONT 36" WIDE STRIP OF I . ....b. ... ti . - �_M. CONIC TOPPIR'G SLAB rss11E RELrlSJQN DATE a BITUTHENE SHEET W.P. .y:r..;.: . -��,_,:_•• -; • a ° APPLIED DIRECTLY OVER I Z ° DRAINAGE M/f N TERMINATE a 06 CONS'I'DOC a SPRAY-APPLIED W.P. AND ' , �► ° AT VERT FAC� OF PAST d EXTENDED 2" UP ONTO FOR PBRMrr 08.1304 d °a a a EXTERIOR WALL SHEATHING Q a - a LAP 4" MIN AT SEAMS °a BLDG.2/CONST. 09.02-04�- - 08 BLDG 31CONSE 09.24.04 ° HOT—APPLIE: W.P. MEMBRANE I f _ SOLVENT WIPE FACE OF REINFORCED AT ALL JOINTS I ° p CONC FDN WALL CONIC PEDESTAL FUN 4 a° a SPRAY APPLIED W.P. PRIOR IN PLYWOOD SUBSTRATE w -! .° RE: STRUCT RE: STRUCT - _ TO INSTALLATION OF SHEET W.P. ! 09 BLDG.�/CONST. 1o.I1A4 STR EXTEND 4 F IN ABOVE FIN ] ° 10 BLDG.5/CONSr. 10-25.04 ° ELEV OF TEF r?ACE PAVERS EXPANSION JOINT MAT`L J v COPPER FOR CLARITY I I I a s 6A/7A/8A/9A/10A/1i .d - - a - _ BACKER 1ZOQ & SEALANT d� 4._ a ° a a ° PATIO SLAB RE: D/A512 TONGUE & i ROOVE - e FINAL CC+NSI' 0 .03.05 PLYWOOD DE:KING ° RE: STRUCT 12E: STRUCT REMOVE PROTECTION BOARD ! a 16 ADDENDUM 5 05.16.05 FROM SURFACE OF FDN W.P. ! SOLVENT WIPE. AND LAP a a THREADED ROD ANCHORS a° 4 a BITUTHENE SHEET W.P. ONTO EPDXIED INTO FDN WALL FDN WALL W.P. f 2" MIN -' PRIOR TO INSTALLATION a d a UNCURED NEOPRENE FLASHING OF W.P. N RE: STRUCT ° a a WOOD FRAMING TYPICAL 3 S DES — OMIT ON d.• ° a RE: STRUCT EXTERIOR FA;E OF POST DRAINAGE MAT a d Q a RIGID INSULATION a a a ° DETAIL W.P. AROUND ROD PROTECT EXPOSED THREADS BEYOND FACE OF ANGLE TO KEEP CLEAN & FREE OF W.P. a A- v - EXTEND BITUTHENE SHEET W.P. `A1 4 c a DOWN FACE OF FDN & OVER ANGLE r�ATERPROOFIN D ETAI LS LEDGER ANGLE INSTALLED AFTER W.P. - RE: STRUCT RESIDENCES PAINT ANGLE W/ TWO COATS o® OF PREMIUM ALKYD ENAMEL PRIOR TO INSTALLATION TYP W.P.M. AT STONE COLUMN BASE TERRACE W.P.M. AT RAMLMNG POST ® A RN W.P.M. AT TIC SILO D WALL Q A512 GRID GRID © 2004 42140 ARCHITECTURE, INC. NOTE: BAY WINDOW 111 Y 9" I . OCCURS ® SOME B 1°_6'° WOOD RAILING ASSEMBLY, 0 � UNITS ONLY. (RE: SEE DT 2/A532 Qv Co1 ��, ,F;f FLOOR PLAINS) � --��— __ _ �___-.._ _ _ — E. RANQAL JOHNS 8X6 WOOD NEWEL POST, LAG =^F??" GRID I '� I ,/ / SCREW TO WALL STUDS W/ I Oi / t �Q' 1 i•, (2) XFO x 12". TOP & BOTT. s I rw z1' HOPPER FLASHING HING W/ VER HEMMED DRIP EDGE, STONE CAP J A712 EQ•1 EQ. N SHEET WATERPROOFING MEMBRANE BEDS STONE TERRACE - 1 l (RE: LANDSCAPE) I ® f f 3,111-1 ;� I I DETAIL OCCURS AT I SEE 1/A512 FOR SIM. - ENTRY _ _ _ - APPLICATION. L 7 ® B101 1,_9„ I 3 BAY WINDOWS ON - Z o NORTH WALL ONLY A"' X 7" STONE CAP. 1 RID ~-- - - _ I k - _--_ - - -- - _ - (SINGLE PIECE BETWEEN - 1 G f --�— �� NEWEL POSTS) -0-0.4 OPENING ABV., _-+ CEDAR GUARDRAIL AND WHERE OCCURS ENLARGED BAY WINDOW (2} ,Y" RIM BOARD �..� DECORATIVE BALUSTERS ! FLOOR ABOVE I (RE: EXT. ELEV S) f/2" = V-0" (WHERE OCCURS) A-DT-r7.dwq (RE: ELEVATIONS FOR ° 4 I GUARDRAIL TYPE) I A71 r now Emw 1 I t ` 6 X 12" FIR TIMBER, 16q C I I 1 I A533 W/ Xz"O x 8" LAG w0 I "'" '�' _ "'" _ _ ..l" ♦ SCREWS AT 2 -IJ o.c., O I — MAIN LEVEL = 0'-0" f 1 OPENING ABV , --- ----� — -- RECESS & PLUG V IT, T.O. PLYWOOD SL,�BI"I,OOR WHERE OCCU S _ -T 2'-7�' - f - J L - WOOD TRIM, RE: DOOR t� (RE: EXT. EL 'S) ONE ICE STONE .w �" I - - BINCI f HEAD DTL. 3/A753 'rd, •=�v -I COPPER GUTTER W/ 2> 7$„ q'-4 ., i 1 HEAT TRACE .. ,. 1 -g 1 -I I 3/A532 > 1 s WOOD TRIM, WHERE FRENCH $ALCONY DETAIL (,} 2x WOOD TRIM i I _ RE: EXT _ 7 z 1" �'-0" 1SCOi.d"y — RE: EXT. ELEV. - - �" � f _ 0 s _�... 00 I ONE PIECE STONE - 1 1 - 5,T4„ f� "' 1 I T - - - _ -S TYP - -- _ I WOOD RAILING ASSEMBLY. - J 3W SEE DTL. 2/A532 BALUSTER DESIGN VARIES, I I � 1 BRACKET ORNAMENTAL TIMBER i �_ -.._ -_- _._. - _ _ - __ __ _._ � __. --- -� - I SEE BLDG ELEVATIONS & Parlo y- I to (RE: GARAGE LEVEL R.C.P. DTLS 5, 6 & 7/A522 BEYOND AJ2 VENEER CAP I I FOR OCCURANCES) STONE, TYP. I A STEP WALL OCCURS 11 SOME ( 4 "B" UNITS. RE: ELEVATIONS RECESSED & PLUGGED WEVELOPM STONE VENEER 1 " A533 A LAG SCREW OWN � f PIER 3'—s" 9'-3n - 3'-6~ t 1 I ! t t I t I I I I I t I t t l I I I I VAIL RESORTS -- I �--- L ® WOOD 4 1 I I 1 1 I I I I I I ! 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FRENCH BALCONY ENLARGED ELEVATION MUENGBOU 3/4" = 1'-Q" p�awv ALPMRNC fflC c° f MOJECT Mr WEL 20900.00 - -- - o f ISSUE REVLSION DATE f EQ.1 EQ,1 04 f 06 CON3T DOC MAX i(TYP 2 FOR PERMIT 08.13.04 _ a71z - - f `as most i now i Now r a .. sm i +.r BLDG 2/CONST. {39.0204 fu EQ•2 EQ.2 � f + � 1 � � BLDG.3/C0NST. 0924.04 _ =00 GRID ABMG.4/CONSr. 10.1104 X BIDE 5/CONST. 10.25.04 z �y a j 753 A6A/7A/BA/9A/10A/11 0- STONE DECK cz STONE DECK " '. FINAL CONST 01.03.05 -'0 A t 4 ^1%" 3'-5" i 2'--7" r 2 -g 4 42 ADDENDUM 1 - 01.12.05 ® U4 1 -1012" ! AADDENDUM 5 0516.05 STONE CE o ��- w STONE BENCH (RE: D) of 0 Cif 1 A(RE: 1/A534) R _ d- SKI CLOSET CONC. STEM WALL , om m ME FACE OF FRAME 1 BELOW BENCH i - - - - -- WALL AT STONE CAP 1 HEIGHT. WALLS ARE BATTERED BACK ENTRY AT 2' AT SOME - I Asa Me p UNITS RE: ELEVATION 2X4 WALLS, °° A101 4 r i� DRAWINGS TYPICAL A712 t 1 O.H.) A�3� I ENLARGED PANS OWN RESIDENCES ... A STONE VENEER 2X4 WALLS, A CAP, TYPICAL TYPICAL f ! f 2'-1 ly2" 1 a'-3" 2'--1112„ A521 3 ENLARGED DECK UNIT -A (UNIT- B ,SIM.) 1 ENLARGED ENTRY PLAN UNIT A 1/2" = 1'--0° (0 HIGH PIER CONDITION) .... A-DT-le.dwq © 2004 42140 AR URE, INC. E. RANDAL JOHN IN 4" VOID 2" ORNAMENTAL 2" ORNAMENTAL WOOD PANEL WOOD PANEL 4" VOID A s 1"x 3" NOTE: WOOD 1. NO VOID TO ALLOW TRIM A SPHERE TO PAS3 THROUGH . V O 0 W a . Q � GUARDRAIL DETAIL C Q a 0 W � � a ORNAMENTAL 1 ' VOI r }oD PANEL V ORNAMENTAL ^WOOD PANEL VOID 1•1 Nom. I. START LAYOUT OF RAILING AT CENTER OF DECK AT CENTER OF 3" VOID 2_ NO VOID TO ALLOW A 4" SPHERE TO PASS THROUGH � a 6 GUARDRAIL DETAIL Ay� ,oT I U"x1 u_. wuuu PuSI VAIL RESORTS 1" VOID 7 ORNAMENTAi_ DEVELOPMENT ` WOOD PANEL COMPANY 7" ORNAMENTAL 1} AVON COLORADO WOOD PANEL 3" VOID NOTE: d AWMISCr OFxBDOM 1. START LAYOUT OF RAiUNG AT CENTER OF DECK AT CENTER OF 1" VOID J ■ J 2. No VOID TO ALLOW 0*14 EC"E A 4 SPHERE TO o ,Cakwado PASS THROUGH MAMMPLANNM i DEMGN AROUTWr HART#HOWERTON 0 7 A836 srxucru"L my AVOKCCUSAW GUARDRAIL DETAIL "- A GUTTER DOWNSPOUT MRCHAMCAt.MWMWAL0MWM t/z" r i'-0" A-DT-7o.drrg Q AVON.COLOLWO EQ.2 EQ.2 cxvu.msc ALPINE ENMEERENG.SWI Veu,COXJORAM n w 1 RANDO PATTERN SANDSTONE COPPER GUTTER ` E cn OVER " SLOPED LIGHTWEIGHT W/ HEAT TRACE - -_ - , PROJECrNUNMER. 20900.00 CONCRETE SLAB [,-EDGE OF DECK ISSUE REVISION DATE CEDAR GUARDRAIL AND DECORATIVE BALUSTERS � 0r � f 07 BLDG.2/CONSF. 09.0204 (RE: ELEVATIONS FOR - i t BLDG.3/CONST. 09204 GUARDRAIL TYPE) ul ABLDG 4/CONST. 10.11.04 PIFB BELOW 10 BLDG 5/CONST. 10.25.04 MAIN LEVEL = 0'-0" AIN &6A/7A/&A Wl0A/11 I 1'_0°' T.O. PLYWOOD SUBFLOOR PINALCONST 01.03_.05 10"x10" WOOD POST w � is ADDENDUM 5 05.16.05 6" COPPER GUTTER W/ HEAT TRACE 1 2x WOOD TRIM Cy BEAM w (RE. STRUCT.) 7/A536 11r, A 8" Lo J� ' R�, I 6x8 ORNAMENTAL TIMBER g a- N BRACKET d (RE: GARAGE LEVEL R.C.P. ---� FOR OCCURANCES) Lo _ cl t LlI I STONE PIER 1 - L 1 SIM./ (O.H.) A535 ENLARGED PLANS & _ X DETAILS _ RESIDENCES ENLARGED GUARDRAIL ELEVATION I 1 ENLARGED DECK t/2" 1' 0" (� LOW PIER CONDITION) A-OT-70.dwg 1/2"=V-0" (0 LOW PIER CONDITION) A-DT-l$b.d+rs A522 2,-10'/4" © 2004 42140 ARCHITECTURE, INC. Ct 54" 3%m 4%" 4%" REPEAT PATTERN AS NECESSARY � Qf CL71,0 1" STONE THRESHOLD a SET ON BED OF MORTAR O 3/4" STONE TILES SET STONE (RE: LANDSCAPE) ` ® ON MORTAR BED E. RANDAL JOHNS `';V CONT. WATERPROOFING I 1 1/2" TOPPING SLAB WRAPPED UNDER THRESHOLD _ _ 13/4" /B" 13/4" & TURNED VERTICAL 0 JAMBS __------------- --- ---------------- ------ ------1�- ----- -_---- =---w-= =�� = TO CREATE END DAMS (TYP.) _____-________________ (RE: WATERPROOFING DETAIL E511) FINISH FLOOR SEE CIVIL FOR GRADE MATCH TO WINDOW SIZE 3Y4" TYP ELEVATION REFERENCES, TYP. E ! RE: LANDSCAPE I MAIN LEVEL = 0'-0" - F �- c F � T.O. CONC. SIRS 1 ! I I I I T.O. PLYWOOD SUBFLOOR �1 2 X 6 ROUGH SAWN T$cG � Lt I V-GROOVE CEDAR t I I I ! ! I ! I ! l I I I I Y I r © Ow4 ,^ 0 /6 I t I 1 ! SLAB ON GRAGE (RE: STRUCT.) w 2 X6 ROUGH SAWN T&G CEDAR w o $ ENTRY THRESHOLD RAIL W/ �YV° CHAFFERED ENDS V p Z P*I 3/4" o GRID v U CAI a 1 Oy2., LARGER SQ. MTL NAIL HEADS ® 10 1/2" NET EXPOSURE (TYP.) " CORNERS TO CONCEAL %" !� a LAG SCREW ATTACHMENT TO SIDING WALL /� FASCIA & SIDING DETAIL TYP . ❑ DECORATIVE BLACK MTL SQ. NAIL HEADS ® SEALANT & BACKER ROD to ONE AT EACH PLANK (DO NOT PENETRATE BACK SIDE) � 1 xfi VERTICAL SIDING 2x6 WOOD TRIM ® 2x VERTICAL SIDING i ��� 0 BAY'S WHERE SHOWN WOOD SILL OVER WOOD SIDING (RE: EXT. ELEV.) (RE: 1/A753) MTL FLASHING VAIL RESORTS WOOD SHAKES y NOTE: OMIT JAMB CASING WHERE WEATHER-RESISTANT ER } 1y SHUTTER OCCURS ���, WEATHER-RESISTANT DEVELOPMENT ��. 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FOAM R-7/1N. 3/4" RABBET Aye s 1x6 T&G FINISHED DOUBLE 2X4 FURRED `" FROM BELOW r- - -- - - W�.LFOR PLUMBI[VG T _ - - - 1 x WOOD TRIM PIPES PROTECTION WOOD SHAKES AIMNEENGMI9MAM DIC 3/4" STUCCO SYSTEM _ FLEXIBLE FLASHING W/ 12" VAM,COwRAW CD OVERLAP SHEET MEMBRANE WRAP WEATHER--RESISTANT a WATERPROOFING PROJBCi'NUAMER. 20900 00 1 BARRIER UNDER WINDOW (TYP.) i, / 3" THICK ® A / 1 WINDOW SILL ABOVE ENTRY ROOF (UNIT A 1 �/� STONE SILL T.O.C. 7 1 - ` SNOW FENCE WHERE OCCURS \ ISSUE REVISION DATE 1 1/2" = 1'"0" A—DT-26 STONE VENEER �. °�' I _� (RE: STRUC.) SEE DETAIL 3 & 4/A536 STONE VENEER ANCHORING %�� `'rte 06 CONST DOC 1 WEEP HOLES ® 12" O.C. } \ 1 � SYSTEM 6 1Y2" GRADE VARIES (RE: CIVIL) ( l \\ Z FOR PERbffr 08.13.04 I 2" SOLID GROUT GRID I WATERPROOFING S 5/8" PLYWOOD SHEATHING \, o©,BLDG 2/CONST. 09.02.04 A YTEM(SEE DETAILS D&F/ A511) ; �i N - I � ] � � � BLDG.3/CONST. 09.24.04 I GALV. 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PLYWOOD SU FLOOR PLANE OF ROOF BELOW THTION HE FOAMED , \ ! -------- 1 „ �j � I TICK CE FLOOR JOIST (RE: STRUCT.) , I I I 1 � LOW USING STICK PINS 41 IN 4 / 'APE GLASS MATT ! 5 FACED GYP. 1 I - " - — -� SHEATHING FRAME WALL OR 5/8" SPA Q ROUND CORNER (R - 1/2 ) ��� `�� f Al., TRUSS LEG / GLASS MATT FACED GYP. SHEATHING 1 " d — Ai 1x6 T FROM FINISHED BELOW (RE: STRUCT.) DETAILS 1 1/2" LIGHT WEIGHT ® RESIDENCES � 3/4" STUCCO SYSTEM ON CONC. TOPPING � - " I I WEATHER--RESISTANT FARRIER WOOD FRAMING 1x WOOD TRIM p� 2x VERTICAL SIDING I I FLOOR JOIST (RE: STRUCT.) 1x10 WOOD TRIM SEALANT & BACKER ROD 2._O , TERMINATE RIGID INSULATION & DRAINAGE •. SIM. MAT AT BOTTOM OF STL ANGLE 3 r - - -- WATERPROOFING SYTEM SHALL CONT SEE ROOF PLAN ESISTANT 71 WRAP WEATHER-R (RE: WATERPROOFING DETAILS) BARRIER OVER DOOR STRUCT. I> FRAME ENTRY HEAD CJNIT A A_pT-xe.dwg C4) 4T—ILITY ROOM WA LL UNIT A A—DT-23.dw� TEA P MT Ml L TYP_ A_pT—i5.d 2'--6" 0 TOP OF PIER BELOW CAPSTONE ly I I GUTTER DOWNSPOUT I © 2004 42140 ARCHITECTURE, INC. I � I CONCEALED RAIN GUTTER G.L. BEAM BELOW - ;,� COLLECTOR & DOWNSPOUT j�� j �Q�E Q� e��Dlpq (RE: STRUCT.) I / ♦ Q ! �- j Mt BATTERED STONE VENEER ' n E. RANDAL �9 j 1.5* SLOPE j JOHNS q PIER q BATTERED STONE VENEER 2" MORTAR SET POST ♦ _ f` 2' SLOPE j I E _ �f - / I i j Lai 2" MORTAR SET WEATHER—RESISTANT BARRIER ' (RE: W.P. DETAILS) 1/2" PLYWOOD SHEATHING, ' - , WOOD F=RAMING (RE: STRUCT.) j 1/2" PLYWOOD SHEATHING ] COLUMN (RE: STUCT.) 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SIDING Q FOR WATERPROOFING WOOD SILL - 1/2" PLYWOOD SHEATHING (RE: 1/A753) MTL FLASHING WOOD SHAKES W 2x WOOD STUD RIPPED 3/4" STUCCO SYSTEM f AT A 2' ANGLE SHEET MEMBRANE WATERPROOFING MAKE 3X1" AT TOP WEATHER-RESISTANT BARRIER W/ 6- VERTICAL OVERLAP UNDER SEALANT WRAP WEATHER-RESISTANT WEATHER-RESISTANT BARRIER Z O ® a } BARRIER UNDER WINDOW 5/8" PLYWOOD SHEATHING �00 SEE WALL TYPES SHEET DOOR HEAD @ ENTRY UNIT A � . A a 3" THICK STONE SILL CONT. WEATHER--RESISTANT 5/8" TYPE "X" GWB ON c J WEEP HOLES ® 12" O.C. (TYP.) BARRIER W 1x STRIP FURRING �ti 1�» FLEXIBLE FLASHING UNDER STONE SILL IN V-4 INTERIOR FLOOR FINISH C W/ 6" VERTICAL EXTENSION BEHIND (RE: ID DRAWINGS) CAST-IN-PLACE CONC. WALL WEATHER-RESISTANT BARRIER V (RE: STRUCT.) 1 1/2" CONC. EXTERIOR FINISH <i L TOPPING SLAB R �I SEE 4/.0532 FOR STONE WOOD SHAKES W (RE: LANDSCAPE) ! - VENEER SYSTEM BA1-I• INSULATION SHEET MEMBRANE WATERPROOFING SLAB-ON-GRADE (RE: STRUCT.) FLOOR JOIST (RE: STRUCT.) 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WALL ® A—DT-35.dwg srRVCx�nuD.�vc CAST-lid-PLACE CONC. �aO�neOSa�.aNGarc AVOK CO3ARADO I BEAM (RE: STRUCT.) /� rrs i � i i/�� /� WOOD SHAKES >�xA*ucA�. cnr.�rcnv A7 T.O.C. STONE (RE: LANDSCAPE) (RE: STRUG) AVONO SHEET MEMBRANE WATERPROOFING Q w " 2. .2" L " CONT. THROUGH WALL " � 1� D - ,• . 1Y2 5f S PLYWOOD SHEATHING ���� MTL FLASHING 5 Y2 R-38) HIGH DENSITY VAD,COWRADO SLAB ON GRADE Ex / SPRAY POLYURETHANE WRAP WATERPROOFING PARTIAL STONE WALL ENTRANCE UNIT A (RE: STRUCT-) 2 L / FOAM w �• OVER SUBFASCIA / A-Dr 43-dwo �� SEE 4/A532 FOR ONE 4" (R-13) BATT INSULATION / " Q PROJECT NUMBER 20900.00 i VENEER SYSTEM APPLIED BELOW THE FOAM 5/8" GLASS MATT HELD IN PLACE FACED GYP. SHEATHING ISSUE REVISION DATE GRADE VARIES USING STICK PINS OVERHANG 1 FINISH FLOOR ENTRANCE ' j (RE: ROOF PLAN) 06 CONSTDOC (RE: CIVIL) FSK PAPER .0531 SEE CIVIL FOR GRADE ELEVATION REFERENCES, TYP. - � ,/ i I � FOR PERMIT 0813.04 MAIN LEVEL = 0'-O" 17 I BLDG 2/CONST. 09.02.04 T.O. PLYWOOD SUBFLOOR BLDG 3/CONST. 09.24.04 STONE SILL BELOW V - - - 1 1 09 BIDC'.4/CONST. 10.11.04 STONE VENEER LIMIT BELOW 1 x WOOD TRIM _ I I I -! - + 10 BM* 5/CONSF 10.25.04 AW7A/8A/9A/l0A/1l RE: WATERPROOFING 4 ' ��l )?INAL CONST 01.03.05 - - - - j - - 4„ - - - - - - - - DETAILS CO STRUCT ON PACKAGE -- �- -- _ �.. �. PLAN REVIEW 2x8 WOOD TRIM I CORRECTIONS 04.07.05 { - -- AADDENDUM 5 05.16.05 lx G FINISHED VAPOR BARRIER FROM BELOW I I I PROVIDE 3"0 DRAINAGE - - - 2x VERTI SIDI WALL TYPE I PIPES THROUGH WALL - _-- (RE: PLANS) ! I 0 24"0.C. _I WEATHER-RES AN BARRIER 1/2" PLYWOOD SHEATHING I i - w. � ' I i _ ----- - © WALL TYPE 30• WEATHER--RESISTANT BARRIER ZA (RE: PLANS 3/4" STUCCO SYSTEM I I a a a - C DETAILS - RESIDENCES DECORATIVE 10x24 TIMBER TAIL 9" 9" RE: EXTERIOR ELEV.S �►I�OOD TRIM ARCH OPEN'G UNIT B} �L�S MNE WALL @ ENTRANCE UNIT B A—Di-38.dwg GRID © 2004 42140 ARCHITECTURE, INC. I VERTICAL TERMINATION CAP E. RAN�JAL (RE- MANUFACTURE) N } } GRID .JOHNS COPPER COLLAR \ ` ! 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PLYWOOD SHEATING / h*a EDGE OF STUCCO COLUMN TIERED 2x6 WOOD FRAMING - IN FOREGROUND 2' ANGLE (RE: STRUCT.) 1x6 T&G STUCCO SYSTEM BEAM (RE: STRUCT.) 3/4 V WEATHER-RESISTANT BARRIER 3/4" STUCCO SYSTEM ON MINQR CHIMNEY CAP CHIMNEY BASE C RO MF TM P. 1/2" PLYWOOD SHEATHING 1/2" PLYWOOD SHEATHING A-DT-48dyg t/�" _ ,_0 A-OT-48.dwg ROUND CORNER (R — 1/2") 2x WOOD STUD RIPPED 0wxB9MZVBL AT A 2' ANGLE VAIL RESORTS DEVELOPMENT DETAIL ( ENTRANCE UNIT COMPANY AVON,COLORADO GRID ARCUr °F ° WALL TYPE Iti (RE: PLANS) DOWN.CGhUb 2" x 4" T.S. (NOTE: WALL BATTERS BRACING (RE: STRUCT.) 7 SIM. 0 SOME LOCATIONS- nor VERTICAL TERMINATION CAP RE: EXT. ELEVS.) .0533 HART I HOWERTON STONE BENCH ATTACHED x»a7 .'''EW'n°asc \ a / FROM 3 SIDES (RE: STRUCT.) 1 I �---- OPEN " T.O.C. siHtlCluxAT.nvcnvs 1/4- BENT PLATE 1 / AVO oo �nc �'�C I ; ` / (RE: STRUCT.) I , (RE: STRUC.) IGCHANICALSLUCMCAL COPPER COLLAR \ 90 / 4x4 T.S. CHIMNEY CAP I I � � AVON. FRAMING (RE: STRUCT.) I ' 3'-'1y2n C�u.s3rlcuex } 1 ! externs M%WROMMG.Virg I r 1 LI vnu,COLORADO I 4 I ♦ �,� "' 1 I _— — ------_..-.J � —L. -_ T - —— _ =—_ _—_ \ / <� i zzzz r) PROJECT NUMBFJL 2D00.00 f1 d I I I ISSUR REVISION DATE I �� 1 -4p I p 1 1 // I ?4 R o COPPER CHIMNEY CA I + GALV. STL. ANGLE 06 CONST DOC I -1 --- CAST-IN-PLACE CONC. I I r - 4x4 T.S. CAP I t !. WALL (RE: STRUCT.) COPPER BULLNOSE POSTS (RE. STRUCT.) FORPER1rIIT 0813.04 i I } 'r ,Q BIDG 2/CONST. 09.02.04 <i STONE (RE: LANDSCAPE) A nDa 3/cow.-04.24.04 I I DRIP SLAB ON GRADE 09 BLDG.4/CONST. 10.17.04 I I i — - t ! . (RE: STRUCT.) FINISH FLOOR 0 ENTRANCE I GALV. CHANNEL 41 10 BLDG.5/CONST. 1025.04 _y4 I SEE CIVIL FOR GRADE - — L——--— ———— --— ——,.... ———_.._.__ ._...——J � � r 1 <�I � _- ELEVATION REFERENCES. TYP. I-—————— --—----—,_...—-.--- ¢ � ri I I " L�6A/7.0/8.0/9.0/10.0/11 c! _ MAIN LEVEL _ 0 _a I ( ^` `� CONT_ SEALANT _ 1 I <� 1 </ T.O. PLYWOOD SUBFLOOR FINAL CONST 01.03.05 I I I�ti L` l CJ 16 ADDENDUM 5 05.16.05 COPPER FLASHING -2"MIN R I I t -- __ CoM —--•----- FRAMING I �, (RE: MF .) - I� ch DRIP - ---...___..---_._...._-----_.----I + 1/2" PLYWOOD SHEATHING I I I �► I - I I BLOCKING ' - -- DETAILS RESIDENCES VENT PIPE 3/4" STUCCO SYSTEM �N I � COPPER FLASHING I " I 3' 1 -10 1'�-104" WEATHER--RESISTANT BARRIER I V4 I ON 1/2- PLYWOOD SHEATING L_..—_.. —...._— -- --------- rk � BATTERED 2x6 WOOD FRAMING 1 0 2' ANGLE (RE: STRUCT.) 3 MAJOR" CHIMNEY CAP A_DT_ dw _ I PARTIAL STONE WALL C ENTRANCE UNIT A A534 ___ 1 1/2 � 0 48. g � t�2 � 0 A-DT-44.dwg ' WOOD SHAKES , WOOD SHAKES 0 2004 42140_ ARCHITECTURE, INC. SHEET MEMBRAtI�W�RPROOFING , CONTINUOUS 2x2 LEDGER 1Q SEE WALL TYPES SHEET 5/8" J011110b SHEATHING Q�� Colp9'�o ' LEDGER TO SECURE 5,* PE X GYP_ BOARD 1x WOOD FRAME _ 5 .. R_3g GYPSUM BOARD PER „� E. RANQAL HIGH DENSITY SPRAY , IBC 705.6-EXCEPTION 4.3 5/8 PLY**D SHEATHING JOHNSO)lf POLYURETHANE FOAM y 5/a" TYPE "x" cwa �c � 4" R=13 BAIT INSULATION APPLIED ! -� ...; -, ,.•.•...-.. -. .-: __. ---- — BELOW THE FOAM HELD IN PLACE - USING STICK PINS 7 41p* A531 ;y - HEAD WOOD TRIM !RIP 4" 1 ABOVE 140 t ♦ 1 w 1 1 R-2 4" R-28 NIGH S INTERIOR WALL JAMB V 1 1 INSUI�TI0I,FOAl� POLYURE HIE ♦ A-DT-Wdwg �-4 ♦ 1 1�2" = t'�0" z 1 1 HEW IN PLACE FOAM Q USING STICK Tr1 1 PINS 1■r■rl 40 vpp,10 t ..., _ .,. ... _ SLIDING DOOR SYSTEM ,xS TdcG ♦ ROOF WITHIN 4' OF SEPARATION WALL (RE: MANUFACTURE) 1/2" CONT. SEALANT & BACKER ROD 2x VERTICAL SIDING 7 t 1/2 = 1 -0" INTERIOR FLOOR FINISH CONT. W.P. WRAPPED UNDER TRACK . FRAME WALL OR ♦ ` (RE: ID DRAWINGS) AND TURNED VERT. AT JAMBS TO CREATE END �/ D ism TRUSS LEG 40 41p 7 GWB FIRE PROTECTION , DAMS (TYP.) 4 0 ♦ • A535 4'-O" MIN. , 1Q iv NC. W © V PROTECTED ROOF Sc OVERHANG PROJECTION $" PL ,... _ __ _ _ _ _ _ _ �. ___ _ �. _ _ RE. sTRUC. / INTEGRAL COLOR to a 1 1/2 1 –o / SHEATHIN I ( ) GARAGE LEVEL = --12'--0" ~ A-DT-68.drg ♦ -- T.O. PLYWOOD SUBFLOOR ♦ 7/A535 � FRAMING AS OCCURS � � l � d, EXTENSION OF , 1 SEPARATION WALL 5/8" TYPE ' B I { w o W HAKES I � SHEET MEMBRANE WATERPROOFING j I BATT INSULATION I II II I 5/8" PLYWOOD SHEATHING • . CRAWL SPACE 1 I 2 X 2 LEDGER TO SECURE OR„ @ SEPARATION WALL . FLOOR JOIST (RE: STRUCT.) I I I rJ/8" TYPE pX" GWB 7/ GYPSUM BOARD PER 1 1/2" = t -D A-D7-61 dwg -- CAST-IN--PLACE CONC. 1 �_ IBC 705.6-EXCEPTION 4,3 WALL. (RE: .STRUCT. I I ! I 6 ! WITHIN 4' OF _ ' /� ) � + I I— aonasR�flav�Iarslt SEPARATION WALL 5 Ni " R-38 HIGH 5/8" TYPE "X" GWB GRID RE: W.P. DETAILS _� --- VAIL RESORTS DENSITY SPRAY f DEVELOPMENT POLYURETHANE - L--- _f- SLIDING DOOR THRESHOLD C GRADE coMPANY FOAM , 1 BATE INSULATION SEPARATION WALL 3 1 1/2" = 1 --O" A-DY-56•dwg AVON,COLORADO 4" R-13 BATT ♦ A531 SEE WAIL HYPES SHEET INSULATION APPLIED - """" "`"' "' CONT. MINERAL WOOL � � APPROVED AS FIRE BLOCKING Ls� -� � o�BELOW THE FOAM _ � INTERIOR FLOOR FINISH HELD IN PLACE TO FILL AIR SPACE (RE: ID DRAWINGS) USING STICK 1 1 " PINS 1 �"r - �j i ENG. TRUSS 1x6 T&G FINISHED EL = VARIES I :Cahradc . FROM BELOW # - IaASTM PIANISM T.O. PLYWOOD SU63=LOOR & 2x VERTICAL SIDING '-- 3/4" STUCCO SYSTEM D�t�NAlcxtcr 4 1 1 1 2 PLYWOOD SHEATHING R N / HART�HOWE 'I'O RIP CUT 5/8" RAFTER TAIL WHERE ♦ , Rx,t�v�oRx GYP. IS REQUIRED IN ORDER TO 1 , ' w `" tv>3W�no�' MAINTAIN FLUSH SOFFIT CONDITION ' 1 x10 WOOD TRIM STRUCTURAL ENCANM SEE ROOF PLAN %'"""'� _'"" ""'" s �" '� r ` AVON,COLO1tADo GRiO � A�AG» � te e►C g sxUWWC,L� AVON,COLORADO 1 1/2" LIGHT WEIGHT PROTECTED ROOF & OVERHANG PROJECTION CONC. TOPPING d .- -Y FLOOR JOIST {RE: STR}JCT.) ArnvG VAII,COLORADO 1 1/2- = V-0" A-DT-67-dwg BATT INSULATION SEPARATION WALL . GONT. MINERAL WOOL SEE WALL TYPES SHEET PROJECT NUMBLR 20900.00 It* APPROVED AS FIRE BLOCKING , � -.} APPROVED T FIRE BLOCKING WOOL ' TO FILL 4 FROM ALL BLOCKING ��J ' ' _11F TO FILL AIR SPACE ISSUE REVISION DATE 5/$ TYPE X GWB E W L DOC_ WHERE occuRS WITHIN 06 CONSI'�'LO O R PARATI O N AL 4' OF AREA SEPARATION � 1 1/2° = t'-0" A-DT-6t.dwg � � gORpgg�T 0$.13.04 WOOD SHAKES WALL SHEET MEM WATERPROOFING RIDGE CAP DEMISING WALL TE INATION A BLDG.2/CONEY. 09.02.04 t 1/2" � t'-D" GRID A--qT-50.awg A BLDG 3/CONST. 09.24.04 5/8" PLYWOOD 5 THING WOOD SHAKES SHEET MEMBRANE 09 BLDG 4/CONST. 1011.04 2 X 2 LEDGER TO SEC WATERPROOFING Q 10 BLD .5/CONEY. 10.25.04 GYPSUM BOARD PER` r r IBC 705,6-EXCEPTION 4.3 ! 5/8" PLYWOOD I EDGE OF AW7A/W9A/10A/11 l SHEATHING FROST FREE I TERRACE " " M ' ` FINAL CONST 01.03.05 5/8 TYPE X GWB - " Q T.O. RIDGE (RE: ME CH) r ` PLAN REVIEW I s CORRBCI'IONS 04.07.05 5 1/2 R-38 HIGH RE: ELEV. - co 1 _ DENSITY SPRAY 1 1/2" RIGID is ADDENDUM 5 45.16.05 . POLYURETHANE INSULATION BOARD toxlo D A531 , FOAM (R-7 PER 1") NEWEL POST r —_ _... A � 1 I I DECK BEAM ( 4" R--13 BATT XY ( ERE OCCURS) 1 1 , INSULATION APPLIED BELOW THE FOAM �' 1 HELD IN PLACE USING STICK _ 1 x6 T& ' PINS �� �.`t\� FSK PAPER \`l 1y1) - -- uj I 1 - 2x VERTICAL SIDING STEEL TU FRAME WALL OR TUBE UNIT 1 1 RIP CUT 5/8" RAFTER TAIL WHERE TRUSS LEG GYP. IS REQUIRED IN ORDER TO '� 4" R GATT (RE: STRUCT.) MAINTAIN FLUSH SOFFIT CONDITION INSULATION APPLIED _ DETAILS � BELOW THE FOAM i� HELD IN PLACE _I RESIDENCES USING STICK SEE WALL TYPES PINS SHEET A611 5 X" R-38 HIGH SEE ROOF PLAN DENSITY SPRAY` POLYURETHANE 8 FOAM 9y4" PROT�C UE D� A VM�P RM J EC Ul ON S _ DE'TAIL RIDGE " DETAIL .�T P _ _ _ _ _ STEEL FRAME EXT ALL • 1 1/2 - A-DT-65.dwg 1 1/2 - 1 0 A-qT-60.dwg 1 1/2 = 1 -D A-DT-49.dw9 2'-6" © 2004 42140 ARCHITECTURE, INC. 4" (® TOP OF PIER BELOW CAPSTN.) SNOW FENCE VERTICAL SUPPORTS ® 48" O.C. 2' 1'-3" AT TOP of FRAMING CO�0�qo NOTE: ALL METAL FLASHING SHALL BE (MAX). CONSTRUCT WITH STEEL PLATE COMPLETELY SOLDERED THICK. 2" 0 STEEL PIPE (2.375" O.D., WALL 7y2" 10 2" I 4y2" 7y2'. THICKNESS 0.154') E. RANG~L JOHIN M OUTLINE A--6A/7A/8A/9A/10A/11 CAPSTONE ASV. 'ci I FILL POCKET WITH LIQUID / 1 MEMBRANE (APPLY WITH 1 z CAULKING GUN) n, , NOTE: CONSIDER 4--RUNG SNOW BATTERED STONE VENEER FENCES WHERE VERY HEAVY 1.5' SLOPE _ _ a (� SNOW ACCUMULATIONS MAY a 2 d U \ " SOLID GROUT \ OCCUR. \ WOOD SHAKES OVER - - l o uj \ FULL CANT BEAD OF LIQUI 1 REFER TO ROOF PLAN FOR ° `� m H I WATERPROOF G MEMBRANE ^ MEMBRANE a— �� � SNOWFENCE LOCATIONS. WEATHER—RESISTANT BARRIER O CNF w V \ OVER " PLYWD. SHEATH'G (RE: W.P. DETAILS) ¢ EL 1/2" PLYWOOD SHEATHING _ o �+I M \ WOOD COLUMN (RE: STUCT.) A BEAM BELOW (RE: STRUCT.) j tn m SEE DETAIL 4/A536 FOR FLASHING DETAIL j / u FIELD SHEET OF VYCOR X ULTRA z W Q � � w � BOTTOM FLASHING (INSTALL STONE PIER � DECK cn F FIELD SHEET OF _ t/2" = t'-o" {® LOW PIER CONO{TIbN) DT_,s. 4 FIRST OVER W Q b-4 VYCOR ULTRA) REFER TO STRUCTURE FOR BOLT DESIGN, LAYOUT & 1 UPPER FLASHING {INSTALL CONNECTION DETAIL SECOND OVER BOTTOM FLASHING _ P " & FIELD SHEET OF VYCOR FRAMING I 10 X 10 W001) POST ULTRA) OWNMUDEVELOM STRIP-IN BOTTOM & UPPERS FLASHING WITH VYCOR ULTRA /5" .` I L VAIL RESORTS lx T & G WOOD SIDING DEVELOPMENT 1 t/2" 1 CEDAR GUARDRAIL AND COMPANY SNOW F E N C E F LAS R I N G DECORATIVE BALUSTERS AVON,COLORADO N.T.S. DT-VfATY-H.dwg O LET RAILS INTO POSTS 2" 0 ENDS AVE croraao n SNO�+Y FENCE 3 " = t' -o" UT-wAir-H dwg a RANDOM SAND STONE �► IF r 3/4" SETTING BED m twi a w 1 1/2" CONC. Denier,C Waft TOPPING SLAB 2" x 4' TUBE STL FOR BRACING z I WATERPROOFING MEMBRANE �titsr�riAiaxsx 1/2- STL. PLATE z (RE: W.P. DETAILS) »cxAW_rmWT / v r 3/4" PLYWOOD 2% SLOPE HARTS HOWERTON 4x4 T.S. CHIMNEY CAP I '`w FRAMING 10 L I _ MAIN LEVEL = 0'-0" MONROE�rMEZ INC / COPPER CHIMNEY CAP � T — 14: ---- -- �- � AVON,COLORADO T.O. PLYWOOD sUeFLOOR » � CAL WEATHER—RESISTANT BARRIER . . ON 1/2- PLYWOOD SHEATING 2x8 WOOD TRIM Z f4. /VOff RN/ ALPM TMR4EMUNG,INC ' 6" COPPER GUTTER VA1I,COIARADD PROFILE AT BUILDING 7, MATCH TO WINDOW SIZE SMALLER ROOF CAP HEAT TRACE f PROJECT NUMBER 20900000 2 X 6 ROUGH SAWN T&G 6, V—GROOVE CEDAR 2x WOOD TRIM TAPPERED FURRING STRIPS ISSUB REVISION DATE DECK JOIST (RE: STRUCT.) Q BLDG 2/CDMr. 09.02.04 NOTE: MIRROR DETAIL ABOUT CENTER LINE DRIP I I STL CHANNEL 1 12" PLYWOOD 1 x6 T&G ®BLDG.3/CONST. 09.24.04 _- � - - ALIGN AT CORNER OF BEAM (RE: STRUCT.) &BLDG.4/CONST. 10.11.04 ❑ o o n n 6 TOP AND BOTTOM RAIL l BLDG.WCONST. 1025.04 E3 2x WOOD BLOCKING A6A/7A/8A/9A/IOA/11 TIMBER BEAM 2 X 6 ROUGH SAWN T&G CEDAR i (RE. STRUCT.) FINAL CONST 01.03.05 VERTICAL TERMINATION CAP vi RAIL W/ 'a" CHAFFERED ENDS �f \ t2 ADDENDUM 1 01,12.05 O n o I 16 ADDENDUM 5 05.16.05 CONT. SEALANT 40 T.S. CAP I I POSTS z DASHED LINE OF COPPER COLLAR ca I I I — — TIMBER ORNAMENTAL Q I L COPPER CAP 1y2" IIYP. 4 BRACKET IN FOREGROUND (RE: 2/A522) LARGER SQ. MTL NAIL HEADS 0 I I COPPER FLASHING o CORNERS TO CONCEAL V I I LAG SCREW ATTACHMENT T� I I STONE PIER BEYOND o n SIDING WALL B I I to n I I I COPPER DOWNSPOUT gECORATIVE BLACK MTL SQ. NAIL HEADS I I — (WHERE OCCURS) ONE AT EACH PLANK I i �o ca I I CIO 1 DETAILS RESIDENCES 1/2- PLYWOOD SHEATHING NOTE. OMIT JAMB CASING WHERF I I BLOCKING IY2" SHUTTER OCCURS COPPER FLASHING 3/4" STUCCO SYSTEM wrArlLrn nrcicf rgLIT nwnnirn FLED SHUTTER DECK ST I NE PIERZ GUARDRAIL A536 A-DT-71.dwg MAJOR CHIMNEY CAP i Q 2004 42140 ARCHITECTURE, INC. COPPER CHIMNEY WOOD EXTENSION tv CO(099 (RE: DETAIL 3/A534) 3X4" WOOD SILL E. RANDAL I (RE: ID DRAWING) JOHNSON F-1 r 1 3 X WOOD TRIM !� ! ! ! ! WALL BEYOND ] I I I L -- ! WOOD SIDING �-�--- I (RE; WALT_ TYPE) W fl-jjj It ILI. LL U ! I II 1= I FLOOR FINISH I I (RE: ID DRAWING) 3 X WOOD TRIM r� ! I I FINISH FLOOR - - ! I I I S UC O i SEE CIVIL FOR GRADE Q -I I I ' I ELEVATION REFERENCES, TYP. II MAIN LEVEL = 0'--0" V I I T.O. PLYWOOD SUSFLOOR Frra ;�► RE o VE �� � . I W j , FLOOR JOIST 11 CIS u 0 i (RE: STRUC.) = I I 2x WOOD TRIM W Q • _ � _ MCI I - L —1L IL L i 2x WOOD BLOCKING Q GLASS MATT FACED GYP. SHEATHING _ I 4 =c•1 g I -_ - r— 1 x6 T&G (FINISHED p owNS>unaystA� _ _ _ - FROM BELOW) VAM RESORTS CONIC. TUNNEL WALL I -� 2 Y = DASHED LINE OF' - _ � ' � DECORATIVE TIMBER — ._.._ ..._. .-.. — — — — — — — — — — — — � I _ ! _ CONC. RETAIN'G WALL -(RE: STRUC.) _ BRACKET BEYOND DEVELOPMENT - — - - COMPANY _ - - - - - - - - - - - - - - - - - - I - - GAS METE - - - �°`' � _ _ - � _ ---- _ AVON,COLORADO TUNNEL ROOF WATERPROOFED I I I _ _ BAY WINDOW SECTION DETAIL CONIC. SLAB I { _ I = i _ - ARCrarrEGraFFMcaRD TO CAP CHASE � XE� EL=--B'-2" I NEW BOILER - - � - W lei I I FLUES I I I I ! - l r- -—— — 1— — — — =�� - — _ - I / __ _ - nrtcluRE �. - ,Coloado MECHANICAL. ROOM MASMIPLANNER I BOILERS L..._.. - _. ,._ --�.. .._ _ C - _ DESIGN °t XcHnmcr d% GARAGE LEVEL - EL -12'-0" HART!HOWERTON Y T.O. PLYWOOD SUBFLOOR I . _ — — _ — — w _L°--�-�--� — ] FLUE CHASE ' ' CONC. WALL { � NBVajroax,�vYO�c EL = -13'-6" — — — — — - — — — — (PROVIDE CONC. WALL BELOW I BELOW GRADE 1 szaucTn�nr. T.O. CONIC. SLAB r GRADE PARALLEL TO BUILDING 8 I O$° °°g'�" �`""� L- 1 J WEST WALL. EXTEND DOWN TO I WELD ALL T.S. INTE TIONS WITH 3/16" AvoH,cotaenoo MECH. ROOM I ] I I ,�. FOOTING, ALLOW 2 CLEAR 1 FILLET WELDS X �uIIN. EL = --17'-5 1 2" I I FOR FLUE CHASE.) I I I - AVON,COUXM�D — _ _ _ _ _ _ —�- ALTERNATE NO . 7 -- BOILER CHIMN �. T.O. FOOTAGE L -I- - - -- - - _. ._... _. - - - - - - VAUCOIDRADO 1/4" = 1 0 BUILDING B — WEST ELEVATION 8EL—ALT—fius.dwq r Ir --- _. ___. - -_ - - -_. - -- ------� I I , a PROJECT NUMBER 20900 00 MATCH ADJACENT WINDOW SIZE I 3�2" 28" 3%" I '�``�`" I ISSUE REVISION DATE 1 I I I is- GAGE MET STUD WE D 08 BLDG.3/CONST. 09.24.04 TO T.S. AT 1'-0" MAX. S 2 X 6 ROUGH SAWN T&G ms' s R V--GROOVE CEDAR i - STL. BRACKET i = ,f. 09 BLDG.4/COMr. 10.11.04 nt° I NOTE: ALL ANGLES I j 2 LAYERS 1/4 . C 10 BLDG.5/CONST. 10.25.04 I 122' U.O.N. �' I ,. , TO METAL STUD T AX SPACING A 6A/7A/8A/9A/10A/11 L- - - __ __ _ _-- _._.--_- -_—_J FINA>f,coNST 01.0305 r --- - --- ...._— _—_._. ----- ------� 16 ADDENDUM 5 05.16 05 2"x2°x3/16" TUBE STL --- 1/8 STL PLATE LASE WELD I vN-i 2 X 6 ROUGH SAWN T&G CEDAR ^+ WELD EACH CORNER TO T.S. 4X4 f o RAIL W/ �`a CHAFFERED ENDS COPPER FLASHING ! c a M Z ❑ p p p p ry, 4a�x4 x3/16 N T.S. CHIMNEY CAP FRAMING QL _._.- -- _ — -._. , -- - -- _....- -_..._—.... —J sr_.._._..._ ._._._-- - - -- -_.--_ — —.._ — U I 3 I COPPER FLASHING g LARGER SO. MTL NAIL HEADS 0 I - �4 I �` CORNERS TO- CONCEAL LAG SCREW ATTACHMENT T €' VERTICAL TERMINATION CAP Q SIDING WALL Salt I COPPER FLASHING I — DETAILS I ,, i COPPER cAP �. DECORATVE BLACK MTL SQ. NAIL HEADS I � ' RESIDENCES,, ONE AT EACH PLANK L--- ---- ----- -------------- --------I BATTERED 2x6 WOOD FRAMING r ANGLE B KING 1/2 YWOOD SHEATHING NOTE: OMIT JAMB CASING WHERE 1�" SHUTTER OCCURS 3/4" CO SYSTEM WEATHER ISTANT BARRIER ON 1/2- P D SHEATING FLED o» SHUTTER A , �� 1 MAJOR" A CAP 9 System No. C-AJ-2110 S stets Na, C-AJ-2098 S stel�l No. C-AJ--1278 System No C--AJ-1140 ' (c 2004 42140 ARCHITECTURE, INC. F RATING - 3-FAR, F Rating - 3 Hr y F RATING = 3-HR, F Rating - 3 Hr T RATING - 0-HR, T Rating - 3 Hr T RATING = 0-HR. T Rating - 0 Hr L Rating At Arlbient - Less Than 1 CFN/sq Ft pE cot p9q 3 L Rating At 400 F -- 4 CFN/sq ft 4 y Op A 4 A 1 :.. :.:: 2 E. RANDAL 6 2 3 3 .JOHN 3 ® 1 A 1 4 •. •�� -s •�. ••_ - •..4 -- .- --- - - - -a q ................. a O' ® :d•_ a 'q .... 4 2 SECTS N A-A :........ V A 5 L A :_..:: .. :..:.. Z SECTION A-A 1. Ebor or Wd assem*jr Minimum 4---1/2 in. thick reinforced lightweight or a A- _ normal weight (100-150 pcf) concrete. Wall may also be constructed of any 6 a I. Flan► or I1fag ileeemblj► - Min 4-1/2 in. thick reinforced lightweight or SECTIi�W A-A UL Classified Concrete Blocks*. Maximum diameter of opening is 30-7/8 in. SECTIIN A-A � �y normal weight (100-150 pcf) concrete. Wall may also be constructed See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. F■� Of any UL Classified Concrete Blocks*. Max diam of opening is B in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory 2. Through-1'eoetrartt - Ore metallic pipe or conduit to be installed either �/� concentrically or eccentr'colfy within the firestop system. The annular space 1. Door or Wall Asremtdlr -- Min 2-1/2 in. thick reinforced lightweight ar normal weight (100-150 pcf) V•j 70 for names of manufacturers. between pipe or conduit and periphery of opening shall be minimum 0 in. to concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max area of opening is tv 2. Sf d Sic= `Op o - Nom 8 in. diam (or smaller) Schedule 40 maximum 7/8 in. Pipe or conduit to be rigidly supported on both sides of 1024 sq in. with max dimension of 32 in. �/ 0 for thinner) steel pipe cast or grouted into floor or wall assembly, flush floor or wall assembly. The following types and sizes of metallic pipes or See Concrete Blocks (CAZT) category in the fire Resistance Directory for names of manufacturers. with floor or wall surfaces. conduits may be used: 2, Thrwgh P�Brle#tatll+s --�- Min clearance between pipes, conduits ar tubing is 0 in. (paint contact). Min r � 3. Through ftwhai One nonmetallic pipe to be installed either 1. Floor or Wall Ammffd ll -- Min 4-1/2 in. thick reinforced lightweight or normal weight 100-150 cf A. Steel Pie - Nominal) 30 in. diameter for smaller Schedule 10 or clearance between pipes, conduit or tubing and periphery of through opening is 1 in. Min clearance between v concentrically r eccenirical! within the firestop g ( P ) P y ) ( i es, conduit or tubing and periphery of a single surface of through opening is 4 in. (point contact Y Y p system. The annular concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 3 in. heavier) steel pipe. p P g � P ry nY � g op g (p° )' space between pipe and sleeve(item 3) shall be rain 114 in. to max See Concrete Blocks (CAZT) cotegory in the Fire Resistance Directory for narnes of manufacturers. B. Copper Pipe -- Nominally 6 in. diameter- (or smaller) Regular (or heavier) Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types 1-1/4 in. Pipe to be rigidly supported on both sides of floor or wall 2. f]ee ftl Honmetd6c Tubing-}• -- Nom 2 in. diam (or smaller) corrugated wall ENT constructed of copper pipe. and sizes of metallic pipes, conduits or tubing may be used: assembly. The following types and sizes of nonmetallic pipes may be used: polyvinyl chloride (PVC). One tube to be centered within the firesta s stem. A nom onnulor s of 5 16 C. Co r Tubin Nominal 6 in. diameter or smaller T e L or heavier A. Steel Pipe -- Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. y p Y / PPe g ( ) YP ( } B. Conduit -- Nom 4 in. diam or smaller steel electrical metallic tubing or steel conduit. A. Polyvinyl Chloride (PVC) Pipe Nom. 6 in. diam (or smaller) Schedule In. 15 required within the firestop system. Tubs to be rigidly supported on both sides of floor or wall copper tubing. ( ) g 40 solid-core or cellular core PVC pipe for use in closed (process assembly. D. Conduit - Nominally 6 in. diameter (or smaller) steel conduit. C. Copper Tubing --- Nam 4 in. diam (or smaller) Type L (or heavier) copper tubing. U Z or supply) or vented (drain, waste or vent) piping system. See Elect6col Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory for E. Conduit - Nominally 4 in. diameter (or smaller) steel electrical metallic D. Copper Pipe -- Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. B. Chlorinated Po t Chlorid CPVC Pipe Nom 6 in. diam (or names of manufacturers. tubing (EMT). 3. Fames --- (Not Shown) --- Used as a form to prevent leakage of fill material during installation. Forms WWI to be a rigid sheet material, cut to tit the contour of the penetrating item and positioned as required to r l smaller} SDR37 CPVC pipe for use in closed (process or supply) or S. f'ladnng riot -- (Hot Sfroyrrl) -- Mineral wool insulation firmly packed into opening as a temporary 3. Fitt, Vold ar(CavlYy lllatertal* - Sealant - Minimum 1/2 in. thickness of fill 9 9 Po �f a vented drain, waste or- vent piping form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required material applied within the annulus, flush with top surface of floor or with both accommodate the required thickness of fill material. Forms may be removed after fill material has cured. 1� ( ) P p g systems. PP fl C. Acrylonitrile Butadiene Styrene {ABS} Pipe Nom 6 in. diam (or to accommodate the required thickness of O fill material. in floors form may be removed after fit! material surfaces of wall. At the point contact location between pipe and concrete, a 4. F�, Void or **W ---• ' -- Min 2-1 f 2 in. thickness of fill material applied within the smaller) Schedule 40 solid-core or cellular core ABS pipe for use in has cured. minimum 1/4 inch diameter bead of fill material shall be applied at the concrete/ annulus. Fill moterial is mixed at a rate of 2.5 parks dry mix to one part water by weight in accordance pipe interface on ,he top surface of floor and on both surfaces of wall. with the installation instructions supplied with fill material. 4; Fin, Vold or Cava Material* -- Sealant -- Min 2 in. thickness of fill material applied within the the HILTI CONSTRUCTION CHEMICALS, DIV OF closed (process or supply) or vented (drain, waste or vent) piping systems. annulus, flush with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV Of D. Flame Retardant Polypropylene (FRPP) pipe Nom 6 in. diam (or smaller) HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE Sealant HILTI INC -- Type FS635, CP636 or CP637 Schedule 4 pipe for use in closed (process or supply) or vented IfiLTI INC - - FS-One Sealant * *Bearing the UL Classification Mark (drain, waste or vent) piping systems. +Bearing the UL Listing Mark Bearing the UL Classification Marking 4. #fetal Colter Ptah - Min 18 go. steel with max IA_ 1/4 in. larger than O.D. *Bearing the UL Classification Mark of pipe. Min. O.D. of cover plate to be 6 in. larger than O.D. of pipe. Installed OVrABRIDEVELCOM between underside of floor or both sides of wall between collar and floor or wall surfaces. VAIL RESORTS 5. Firr dop Device* - Flmllop Collor - Firestop collar shall be installed in accordance with the accompanying Installation instructions. Coifar to be installed and latched DEVELOPMENT around the pipe and secured to underside of floor or both sides of wall floor using COMPANY the anchor hooks provided with the collar. (Minimum 2 anchor hooks for 1-1/2 anc and 2 in- diam pipes, 3 anchor PLASTIC ENT ) PIPE IN METAL PIPE THRU M PENETRATIONS I AVON,COLORADO (rooks for 3 and 4 in. diam pipes, and ti hor CONCRET : 3 - HR RATING CONCRETE : 3 - HR RATING CONCRETE : 3 -- HR RATING �4� hooks for 6 in. diam pipes). The anchor hooks are to be secured with 1/4 in. diam by min 1-1/2 in. long steel expansion bolts, or equivalent, in conjunction with /� ��_127$ SCALE• N.T.S. CAJ-1140 SCALE: N.T.S. CAJ--2098 `�' SCALE: N.T.S. steel nuts and min 3/4 in. diam steel washers with one anchor bolt in each Fir anchor hook HILTI CONSTRUCTION CHEMICALS, DIV OF Eli HILTI INC - CP 643 50/1.5", CP 643 63/2". CP 643 90/3", CP 643 110/4" or Cf 642 160/6# Firestop Collar oemvw.cwkaao 6. FINN, Void or Cavity Mabirial* - SmW - Min 112 in. thickness of fill material System No, C-AJ-5090 System No. WW-D-1011 System No, C-AJ-6006 applied within the annulus, flush with bottom surface of floor or both surfaces of F RATING = 3-HR, _ Assefnbly Rating - 3 Hr - F RATING - 3-�' pv °�cr wail assembly. AdditianaAy, nom 1/4 in. beads of Till material applied between T RATING = 0-HR. - Norllnat Joint Width - 3-1/2' T RATING = 0 F�. HART HO�ERTON concrete and cover plate and between cover plate and firestop device. L Rating At Ambient - 4 CFWSqq Ft HILTI CONSTRUCTION CHEMICALS, DIV O L Rating At 400 F - Less Than i CFM/S Ft Ctass II Nioverlent Capabltlties - 14Z Ccmpresslon or Extension NEWYOB1C.1+ir3WWaK HILTI INC - CP601S, CP606 or FS-One Sealant q *Bearing the UL Classification Marking 'Aj MUCruIALENGINIR A MOMOE �» A AVON.COLMMO 5 USCHAHIMEUX-FRIMENGWIM .,1':•�,•:• AVON,COLaBADO i A M11 ffi@GII iG,INC. 4.- - r 3 4 d d b 4 Qa '.+'.~ yti 0]Fk 1��11►1�7A:rl�. feM.00 A . A • a � � a .d �• �••. -'f-lo- - SECTION A-A 4 A 4 r a - ISSUE REVMON DATE 1. Fkw or Wd Assembly - burr 4-1/2 in. thick reinforced lightweight or 4 normal weight (100-150 pcf) concrete. Wall may also be constructed of 04 CONSTDOC any UL Classified Concrete Blocks*. Max diam of opening is 8 in. ZB See Concrete Blocks (CAZT) category in the Fire Resistance Directory FORPERItiET for names f mane acturers. 2. lMiletafffe Sleme ?Optional - Nom 8 in. diam (or smaller) Schedu a 10 A SECTMN A-A 05/06 CONSTDOC 08.13.04 (or heavier) steel pipe. 07 BLDG 2/CONST. 09.02.04 3, Through Penebmta - One metallic pipe or tubing to be centered within 1. Floor or Wad Min 2-1 2 in. thick reinforced lightweight or - the firestop system. Pipe or tubing is be rigidly supported on troth sides 1. WaN Assembly •- Min 4-3/q in. thick reinforced lightweight or normal � - / of floor or wall assembly. The following types and sixes of metallic pipes weight (100-150 pcf) structural concrete. Wall may also be constructed of normal weight (10Concr pcf) concrete.Max Wall may also be constructed of Q$ BLDG 3/CONST. 09.24.04 or tubing may be used: any UL Classified Concrete Blocks*. any UL Classified Concrete Blocks Ma area of opening is 560 sq in. S Concrete Blocks {CAZT} category in the Fire i Di with a max dimension of 28 in. 09 BLDG.4/CONST. 10.11.04 A. Steel Pipe - loom 4 in. diam See Resistance rectory(or smaller) Schedule 5 (or heavier) See Concrete Blocks (CAZT) category in the Fire Resistance Directory steel pipe. for names of manufacturers. for names of manufacturers. 10 BLDG.5/CONST. 10.25.04 B. Copper Pipe - Nom 4-in. diam (or smaller) Regular (or heavier) copper 2. Jant System - Max width of joint (at time of installation of joint 2. Busw[ay+ - Nom 23 in. wide (or smaller) by 4.5 in. deep (or smaller) "I" pipe. system) is 3-1/2 in. The joint system is designed to accommodate a shaped aluminum enclosure containing factory mounted aluminum bars 5B FINAL CONST 01.03.05 C. Copper Tubing - Nom 4 in. diam (or smaller) Type L (or heavier) max 14 percent in compression or extension from its installed width. rated for 600 V, 4000 A or copper bars rated for 600 V, 5000.0 The busway copper tubing The joint system shall consist of the following: shall bear the UL Listing Mark and shall be installed in accordance with 6A/?A/ /9A/10A/il 4. Tube Insull - Nom 3/4 in., thick acr lonitrile b::tadiene/ A. Packing Material - Min 4 pcf mineral wool bait insulation installed in all provisions of Article 364 of the National Electrical Code, NFPA No. 70. FINALCONST 01.03.05 polyvinyl chloride (AB/PVC) flexible foam furnished in the form of joint opening as a permanent form. Pieces of bait cut to min width of The annular space between the busway and the periphery of the opening tubing. Annular space shall be min 1/2 in. to max of 1-1/2 in. 2-1/4 in. and installed edge-first into joint opening, parallel with shall be a min of 1 in. 16 ADDENDUM 5 05.16.05 See Plastics+ (QMFZ2) Category in the Recognized Component Directory joint direction, such that butt sections are compressed min 22 percent 3. Fw= - (Not Shown) - Used as a form to prevent leakage of fill material for names of manufacturers. Any Recognized Component tube insulation in thickness and that the compressed butt sections are recessed from during installation. forms to be a rigid sheet material, cut to fit the material meeting the above specifications and having a UL 94 Flammability both surfaces of the wall:. A 1 in. thickness of packing material is contour of the penetrating item and positioned as required to Classification of 94-5VA may be used. placed vertically over the installed inner layers and recessed from the accommodate the required thickness of fill material. Forms may be 5. Fwestop System - The firestop system shall consist of the foilo+.ing: top surface as required to accommodate the required thickness of fill removed after fill material has cured. A. Packing Material -- Min 4 in. thickness of min 4 pcf miners; wool butt material. Adjoining lenghts of batt to be tightly-butted with butted 4 fill), Vb1d or Cavity ll*rkP -- Try roved p OMVOtmd - Min insulation firmly packed into opening as a permanent fora. Packing seams spaced min 24 in. apart along the length of the joint. 2-1/2 in. thickness of fill material applied within the annulus. Fill material to be recessed from top surface of floor or from both surfaces B. Fill, Void or Cavity Material* - Sealant - Min 1/4 in. thickness of fill material is mixed at a rate of 2.5 parts dry mix to one part water by of wall as required to accommodate the required thickness of fill material applied within the joint, flush with both surfaces of wail. weight in accordance with the installation instructions supplied with fill material. HILTi CONSTRUCTION CHEMICALS, DIV OF material. B. Fill, Void or Cavity Material* - Sealant - Min 1/4 in. thickness of fill HILTI, Inc. - CP601s Elastomeric Firestop Sealant HILTI CONSTRUCTION CHEMICALS, DIV OF material applied within the annulus, flush with top surface of floor or *Bearing the UL Classification Marking HILTI, INC. - FS635 OR CP636 with both surfaces of wall. *Bearing the UL Classification Marking I=i P ESTO P P I N G HILTI, Inc. - FS-ONE Sealant +Bearing the UL Listing Mark c *Bearing the UL Classification Marking DETAILS TUNNEL & RESIDENCES PLASTIC PIPE IN INSULATED MTL. PIPE THRU WALL TO WALL JOINT IN ELECTRICAL BUSWAY IN 7 CONCRETE : 3 -- HR RATING CONCRETE : 3 -- HR RATING CONCRETE : 3 -- HR RATING CONCRETE : 3 -- HR RATING A55 SCALE: N.T.S. CAJ-2110 SCALE: N.T.S. CAJ-5090 SCALE: N.T.S. Wwo-1101 1 SCALE: N.T.S. CAJ-6006 y System No. W-L-3111 System Noe C-AJ-3095 Q----- - - C. © 2004 42140 ARCHITECTURE. INC. System No. C-�AJ-8041 System Na W-L-3161 _ = 3-HR, F RATING = 3--HR, F RATINGS - 1 AND 2 HR (SEE ITEMS 1 AND 4) F Ratings 1 and 2 Hr F RATING RATING = 0 and 1 HR, T RATING - 0 HR T Rating - 0 Hr T RATING = 0, 1/2 & 3/4 HR, (See Item 3) ti��E ! Rating At AmMent - to CFM/sq ft of CD/p�� F_ L Rating At 400 F - Less Than 6 CFM/sq ft A E. RANDAL 2 2 JOHN 3 N 5 A 4B 3 A 5 <55 2 Q 4A A I 5 � f�i CQ ZI .. . r�rr: .• • rw .d 3 W 3 A 4 -_- - = 4 -- - 3 4 A LLLLJ - _ - SECTION A-A 2 > A 3 1. Wa# Amen* — The 1 or 2 Hr fire rated gypsum wallbocra/stud wall ^ Q SECTI<lN A-A assembly shall be constructed of the materials and in the manner described in the individual U400 Series Wall or Partition Design in the uL Fire Resistance Directory and shall include the following co i. � or Wall Auembiff Min 2-112 in. thick reinforced lightweight or � G nstc`ion features:�u SECTION A-A normal weight 1100-150 pct) concrete floor or min 3 in. thick reinforced �y 9••I 1. Fbor or YUall As ably - Min 4-1/2 in. thick reinforced lightweight or A. Studs 'C-T' shaped studs 1—%. in. wide by 2-Y, ml. lightweight or normal weight concrete wall. r o may also be constructed 0 normal weight (100-150 pcf) concrete floor or min 5 in. thick reinforced deep, fabricated from 25 MSG golv steel, spaced max 24 lightweight UL Classified Concrete Blocks*. Max diem of opening is 6 in. + (, lightweight or normal weight (100-150 pcf) concrete wall. Wall may also in. OC. of See Concrete Blocks (CAZT} category in the Fire Resistance Directory e constructed o any Classified Concrete Blocks*. Max area of B. Wallboard Gypsum* One layer of nom 1 in. thick, 2a for names of manufacturers, opening is 192 sq in. with max dimension of 24 in. in. wide gypsum liner and s in. thick, 4 ft. wide gypsum See Concrete Blocks (CAZT) category in the Fire Resistance Directory 2. Steel Slee+re (Optional) -- Nom 6 in. diam (or smaller) Schedule 10 for names of manufacturers. wallboard with square or tapered edges. The -Y, in. thick Z gypsum wallboard type, number of layers, fastener type and 1. Wdll Asseaft The fire - rated sum wallboard stud wall assembly hall be or heavier steel pipe cast or routed into floor or wolf ossembl , flush A/ j Trough Pe�tebmb - A max of 4 pipes, conduits or tubing to be sheet orientation shall be ass specified in the individual Wall gyp y ( ) s P 9 Y installed within the opening. The space between pipes, conduits or � constructed of the materials and in the manner specified if the individual U30O with floor or wall surfaces. and Partition Design, Max diem of opening is 4 in. or U400 Series Wall and Partition'Designs in the fire Resistance Directory and 3. Cables Aggregate cross—sectional area of cables in opening to be min 25 tubing shall be 1--1/2 in. The space between pipes, conduits or tubing percent to max 45 percent of the aggregate cross-sectional orea of the z 9 he hourly F Rating of the firestop system is equal to the hourly fire rating of shall include the following construction features: opening. Cables to be rigidly supported on both sides of floor or wall assembly. and periphery of opening shall be min 1-5/8 in. to max 2-112 in. Pipe, the wall assembly in which it is installed. A_ Studs Wall framing shall consist of either wood studs or channel shaped An combination of the gill s pp sand sizes id metallic conductor or fiber conduit or tubing to be rigidly supported on both sides of floor or wall 2. Metalke Sleeve -- Max 4 in. diam cylindrical sleeve fabricated from min steel studs. Wood studs to consist of 2 by 4 in. lumber spaced 16 in. Y 9 types O assembly. The following types and sizes of metallic pipes, conduits or 0.016 in. thick (28 gauge) gals sheet steel and hovin a min 1 in. la along optic cable ma be used: tubin mo be used: 9 P 9 OC. Steel studs to be min 2-1/2 in. wide, fabricated from min 25 MSG Y t� A pipe — Nom 3 in. diem (or smaller) Schedule 10 (or heavier) the longitudinal seam. Length of steel sleeve to be equal to thickness of galvanized steel, spaced max 24 in. OC. A. Max 500 kcmil single copper connector power cable with thermoplastic wall. Sleeve installed b ailing the sheet steel to a diam smaller than the * insulation and polyvinyl chloride PVC jacket. When single copper steel pipe. Y g B. Gypsum Beard 5/t3 in. 4 ft wide with square or tapered edges. The (PVC) 1 g PP B. Capper Tubing - Nom 3 in. diam (or smaller) Type L (or heavier) through opening, inserting the coil through the opening and releasing the coil gyp type, number of layers and sheet orientation shall be as conductor power cable is used, T Rating is 0 hr. 9 P 9 9 sum wallboard t copper tubing to let t uncoil against the circular cutouts in the gypsum wallboard layers. specified in the individual U3OO or U400 Series Designs in the UL Fire B. Max 350 kcmil single conductor power cables with either aluminum or C. Capper Pipe - Nam 3 in. diam (or smaller) Regular (or heavier} copper Sleeve may also be formed of No. 8 steel wire mesh having a min 1 in. lap Resistance Directory. Max diam of opening is 4 in. copper conductors and cross-linked polyethylene (XPLE) insulation. When Pao alor-g the longitudinal seam. single aluminum conductor power cable is used T Rating is 0 hr. 2. lidetalfra Sleeve -- Optional The nominal 4 in. diam steel electrical metallic 9 P � 9 3. Cables - Aggregate cross-sectional area of cable in opening to be max When single copper conductor power cable is used T Ratin is 1 2 hr. D. Conduit - Nom 3 in. diam (or smaller) electrical metallic tubing or p g tubing (EMT) or Schedule 5 steel pipe friction fit into wall assembly and installed 9 PP 9 / steel conduit 33 percent of the cross-sectional area of the opening- 7t�e annular space flush with wall surfaces. C_ Max 300 pair No. 24 AWG copper conductor telecommunication cables with between the cable bundle and the periphery of the operirg to be min Y in. I Cables Aggregate cross - sectional area of cables in cable tray to be max 25 polyvinyl chloride (PVC) insulation and jacket material. When telecommunication I I Pape f`AVering* -- (Optional) - Max 1 in. thick hollow cylindrical heavy to max Y4 in. Cables to be rigidly supported on both sides of the wall percent of the cross - sectional area of the opening. The annular space cable is used, T Rating is 0 hr. OWNERMEVELOM density (min 3.5 pcf) glass fiber units jacketed on the outside with an all assembly. Any combination of the following types and sues of copper con- service jacket. Longitudinal joints sealed with metal fasteners or facto doctor cables may be used: between the cable bundle and the periphery of the opening to be min 1/8 in. D. Max three copper connector No. 6 AWG cable with polyvinyl chloride (PVC) factory- to max 3/4 in. Cables to be rigidly supported on both sides of the wall assembly. insulation and jacket moteriaf. When multi-connector power cable is used, VAIL RESORIS applied self-sealing lap tape. Transverse joints secured with metal A. Max 7/c No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket. Any combination of the following types and sizes of cables may be used: T Rating is 0 hr. fasteners or with butt strip tape supplied with the product. A nom B. Max 25 pair No. 24 AWG telephone cable with PVC 'nsulation and jacket. A. 6 pair - No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation E. Max 7/C copper conductor No. 12 AWG multiconductor power and control DEVELOPMENT annular space of 1-1/2 in. is required within the firestop system. The T C. Type RG 59/U coaxial cable with polyethylene (PE) insulation and jacket_ and PVC jacket. cables whir PVC or cross-linked polyethylene (XLPE) insulation and PVC COMPANY Rating is 1 hr when 1 in. thick pipe covering is used. The T Rating is D. Multiple fiber optical communication cable jacketed with PVC and having jacket. When multiconductor war and control cable is used, T Rating is AVON,COIARADO 0 hr. when pipe covering is less than 1 in. or is omitted. a max OD of Y. in. B. 24 fiber optic cable with polyvinyl chloride (PVC) outer and subunit jacket. 1 Pa n9 See Pie and Equipment Coverin Materials BRGU category in Type / polyethylene ( ) p yv y 3 4 hr. P g - ( } g ry � E. Max 3/c No. 12 AWG copper conductor steel clad cable. C: T e RGU 59 coaxial cable with PE insulation and of in ! �,� � the Building Materials Directory for names of manufacturers. Any pie (PVC) jacket F_ Multiple fiber optical communication cables jacketed with PVC and having a max P 4 Frestop Sy�n — The firestop system shall consist of the following: outside diam of 1 2 in. When fiber optic cable is used, T Rating is 3 4 hr. covering material meeting the above specifications and bearing the D The 2/C No. 10 AWG cable with ground with polyvinyl (PVC) insulation and / p g � A. Packing Material-Min 2 Y in. or 2--�, in. thickness of min 4 pcf mineral UL Classification Marking with a Flame Spread Index of 25 or less grad e 4 P jacket. G. Max 3/C copper conductor No. 12 AWG with Bare aluminum ground, polyvinyl �1 wool Batt insulation firmly pocked into opening on one side of the wall as . a Smoke Developed Index of 50 or less may be used. permanent form for 1 andpo Hr walls, respectively. Packing material l be L 3/C No. 12 AWG cable with polyvinyl chloride (PVC) insulation in a nominal chloride (PVC) insulated steel, Metal-clod cable*. When MC cable is used, F 4. Padutrg f — Min 4 in. thickness of min 4.0 pcf mineral wool butt T rating is 0. recessed from the room side of wall as required to accommodate the 112 in. flexible metal conduit. )*Mcm insulation firmly packed into opening as a permanent form. Backing _ AFC CABLE SYSTEMS INC required thickness of fill material. 4. Fdl. Void or frlabelial� Putt Min 5/8 in. thickness of fill material applied ben+ror,eolarado material to be recessed from top surface of floor or from both surfaces Y y / PP 4. Pacla � Min 2 in. thickness of min 4.0 mineral wool butt insulation B. Fill, Void or Cavity Material-Sealant* - Min 1 in. th ckness of fill material within. annulus flush with both surfaces of wall. Fill material to be forced into of wall as required to accommodate the required thickness of fill firmly packed into opening as a permanent form. Packing material to be recessed material. applied within sleeve, flush with surface of wall- interstices of cable bundle to the max extent possible on both surfaces of wall. 1/2 in. from top surface of floor or from both surfaces of wolf as required to UASTMPDER Hilti Construction Chemicals, div. of HILTI, INC. Additional fill material to be installed such that a min 1/4 in. crown is formed accommodate the fill material. DRUGNARC-Htnof 5. FlN, Yoid or Caviar ifdaiop - Sealad -- Min 1/2 in. thickness of fill FS-ONE Sealant around the cable bundle and lapped over the steel sleeve. 5. F'lil� Void or Ca+dtj► --- Sealant Min 1/2 in. thickness of fill material H�xxIHOWERTON material applied within the annulus, flush with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF MMYO>lLiC,NMYOKK HILTI CONSTRUCTION CHEMICALS, DIV OF *Bearing the UL Classification Marking HILTI INC -- CPfii8 Firestop Putty Stick applied within the annulus, flush with top surface of floor or with both surfaces of wall. HILTI, INC. - FS-ONE Sealant *Bearing the UL Classification Marking HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS--One Sealant. *Bearing the UL Classification Marking *Bearing the UL Classification Mark a 0N1K0 &NKWM .�,nac AVOK COtARADo NECUMCAL ELBCMCAL E NGl>VF1311 M-E F�ICs1I5,]NC AVON,COLORADO C[VIL�rGIIVEER AL1MMENGDMRM4Q,3NC VAI It COLORADO PROJECT NUMBER: 20900.00 ISSUE REVISION DATE 04 CONST DOC FOR PERMIT 07.23.04 05/06 CONST DOC 08.13.04 07 BLDG.2/CONST. 09.02.04 08 BIDG.3/CONST. 09.24.04 09 BLDG.4/CONST. 10.11.04 10 BLDG.5/CONST. 10.25.04 5B FINAL CONST 01.03.05 6A/7A/8A/9A/10A/11 FINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 i FIRESTOPPING DETAILS TUNNEL & RESIDENCES MULTIPLE METAL PIPES CABLE BUNDLE IN GYPSUM CABLE BUNDLE IN CABLE BUNDLE IN IN CONCRETE : 3 - HR RATING SHAFT WALL: 2 -- HR RATING GYPSUM WALL: 2 - HR RATING— CONCRETE : 3 - HR RATING 4 CALD: N.T.S. �J- j SCALD: N.T.S. wL-sis1 ScAL'E: N.T.S. wL-3„I SCALE: N.T.S. ciu--ease System No, FF-D-1011 System No, FBI--D-1011 System No. W-L-8019 System No. W-L-8019 © 2004 42140 ARCHITECTURE, INC. Ashy Rating - 3-W Assembly Rating - 3 Hr F Rating -- 1 and 2 Hr (See Items 1, 3 and 4) F Rating - 1 and 2 Hr (See Items 1, 3 and 4) Nominal Joint Width - 3-1/2, Nominal Joint Width - 3-1/2` g - Class Ii Movement Capabilities - T Rating - 0, 1/2, 1, 1--1/2 and 2 Hr (See Item 2) T Rating 0, 1/2, 1. 1-1/2 and 2 Hr (See I Pa 14X Compression or Extension Class II Movement Capabilities -- 14X Compression or Extension Fop QZ� �� C���'Pq �� oa Firaft CwdkpWon D r-01-F C E. RANDAL �. Tllr�c,�t Penetmtrt One metallic pipe, conduit or tube to bc�installed or tubarand the rperiphery of they within the be I3 JOHNS 7. •', a i.estop system. The min annular space between the pipe, min. 0 in. (point contact). The annular space between adjacent penetrants shall be min 3-1/2 in. The following types F-E F ©� and sizes of metallic pipes, conduits or tubes may be used: G O D �L'� 2 1 Steel Pipe from 4 in. diam (or smaller) Schedul 10 (or heavier) steel pipe. N •• 111 11 111 • iron Pipe Nom 4 in. diam (or smaller) cast or ductile iron pipe. A 4 c - �..�--�•-��.�..�..�:.� A 4 - . :�.• ° - 1 11t 1t 'tt1 - - - • '�•, -• 111 11 111 Conduit Nom 4 in. diam (or smaller) rigid steel conduit. Corduit Nora 4 in. diom (or smaller) steel electrical metallic conduit. n Qd • +. �' 1 11 11 1 > l l >� -d ° o 11 111 •' Copper Tubing Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. Copper Pipe Norn 4 in. diam or smaller} Regular or heavier) copper pipe. 3. Fill, Void or Cavity Mote mP - Foam Fill material applied within onnulus flush with both surfaces of the walk. Min fill G rncterial thickess for 1 hr F Rating is 4--3/4 in. Min fill material thickness for 2 hr F Rating is 6 in- 4 . F Corti' E E 0 2. Steel Pipe Nom $ in. diam (or smaller) Schedule 40 (or heavier) steel pipe. 04 3. Pipe Covering �* Nom 1-•1/2 in. thick hollow cylindricof heavy density (min 3.5 pcf) glass fiber units jacketed 1, Wall A m* Min 4--1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Wall on the ou`.side with an all-service jacket. Longitudinal joints sealed with metal fasteners or factory-applied, may also be constructed of any UL Classified Concrete Blocks*`. self-sealin is tape. Transverse Joints secured with metal fasteners of with butt tae supplied with roduct. The min 3 4 �• .,. 3 9 P P j P PP P 2 2 2 0 1 lam■{ space between adjacent penetrants shall be 2 in. See Concrete Blocks ; AZT) category in the Fire Resistance Directory for names of manufacturers. Directory See Poe and Equipment Coveting - Materialo (BRGU) Category in the Building Materials Directo for names of i verin meeting n bearing the UL Classification Markin with a manufacturers. Any pipe co g eet ng the above specifications and ,, 9 1. Flow Awenft Miry 4w-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. 2. Floor AssernMy Mir: 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete, Frame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. :i.. •-�;;; f.. O 2. �lorlt Max width of 'Dint at time of instal 4 Fill. Void or Cavity #Inteirai* - Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill 1 4 ry'~� *tern 1 ( installation of joint system) is 3-1/2 in. The joint system is designed I Jo nt 9ystietn Max separation between edge of floor and face of wall (at time of instal otion of joint system) is material thickness for 1 hr F Ratin is 4_3 4 in. Min fill material thickness far 2 hr F Rating is 6 in. 2 3 4B " +' 36 _' 3 , U to accommodate a max 14 percent in compression or extension from its installed width, The joint system shall consist 3-1/2 in. The joint system is designed to accommodate a max 14 percent in compression or extension from its � of the fallowing: installed width. The joint system shall consist of the following: -4 Fns Conf c ull kn F FIRESTOP CONFIGL RATMN A FIRESTCP CN IWMTMN B FIRESTOP CIWIGURATION C FIRESTOP CNIUATIM R !■�., � A. f=orming Material Min 4 pcf mineral wool batt insulation installed in joint opening as a permanent form. Pieces A. Forming Material Min 4 pcf mineral wool bott insulation installed in joint opening as a permarent form. Pieces Z Flexible Conduit Nom 1 in. diam (or smaller) flexible steel conduit. The min space between adjacent penetrants shall W of butt cut to min width of 4-1/4 in, and installed edge-first into joint opening, parallel with joint direction, of baU cut to min width of 4--1/4 in. and installed edge-first into joint opening, parallel with joint direction, be 3-1/2 in. 2 4 r such that bait sections are compressed min 42 percent in thickness and that the Compressed batt sections are such that butt sections are com ressed min 42 r en 3. F Void or Ca ' Mal�ill - Foam Fi!! mcterial applied within annulus flush with both surfaces of the wall. Min fill :v�.5,; '• "'= 3 j P P pe c t rn thickness and that the compressed batt sections are �. vlty PP recessed from top surface of the floor as required to accommodate the required thickness of fill material. recessed from top surface of the floor as required to accommodate the required thickness of fill material, material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr #= Rating is 6 in. Adjoining lengths of butt to be tightly-butted with butted seams spaced min 24 in. apart along the length of Adjoining iengt��s of butt to be tightly-butted with butted seams spaced min 24 in- apart along the length of the joint. joint. -Ift"V111 MUM Presto ✓Cords urat;ion G '=`- W FI$REX INSUfATIONS INC - FBX Safin Insulation 2. Steel Duet Nom 6 'in, diam (or smaller) No. 28 gouge (or heavier) galve steel duct. The min space between adjacent g FIBREX INSULA 'ONS INC - FBX Sating Insulation penetrants sholf be 1-1/2 in. Void y * -- / * �_ 3. Fig Void or Cavity Material* - Foam Fill material applied within annulus flush with both surfaces of the wall. Min fir y 2 1 B. Fill, aid or Cavity Material* Sealant Min 1 4 in. thickness of fill material applied within the joint, flush S. fill, Void or Cavity Moterio Sealant Min 1/4 in. thickness of fill material applied within the joint, flush 0 O with top surface of floor. with top surface of floor. mcteria; thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. 3 HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI CONSTRUCTION CHEMICALS, DIV OF *Bearing the UL Classification Mark FKSTW CWMATIO+i E FMTOP CONFIG MTIONf F FIR£STU' CO'10TION G HILTI INC -- CP601s Elostomeric Firestop Sealant HILTI INC -- :P601s Elostome6c Firestop Sealant *Bearing he UL Classification Mork * 1. Wall 7► The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and g Bearing the UL Classification Mark System No, C--AJ-4017 in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory F RATING = 3-HR, and shall include the following construction features: oMMVDEVMDM T RATING - 0-HR. A. Studs Steel studs 3-1/2 in. deep, fabricated from 25 MSG galy steel, spaced max 24 in. OC. B. Gypsum Board The qypsum board type, number of layers, fastener type and sheet orientation shall be as VAIL RESORTS specified in the individual Wail and Partition Design. Max area of opening is 450 sq in with max dimension of DEVELOPMENT 30 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall asembly in which it is installed. COMPANY 2 Through Perrerants A max of seven firestop configurations may be installed within the opening. The space between AVON,COLORADO firestop configurations. Unless otherwise indicated, the space between firestop configurations and periphery of ARCHrrECT OFaecaRD A opening shall be min 3/8 in. Pipe, conduit, tubing or cables to be rigidly supported on both sides of floor or wall assembly. The T Rating of the sytem is dependent on the firestop configurations, as shown in the FA J 2 table below. Any combination of the following firestop configurations detailed herein may be used: . 1VJ 3 Firms Configuration 1 Hr F long 2 Hr F 9 mcm c-runE 5 T Ra" Hr T It oBnw,caowab A o 1/2 _;.:.•:rt;� n. k '.. B 1 1-1/2 arnsrsR� "�• - C 1/2 1 DFMGN ARC HrrWr D 1 2 HART I HOWERTON F 0 0 Mr YQM NW YORTG G 0 0 SECTION A-A mucrilAftfMacm - - Calfi utntron A M0moa&N$WEM M4c s,nac 2 3 A AVON,COLORAM 2. Wiles Max 4 in. diam tightly bundled cable. The min space between adjacent penetrants shall be 4 in. Cable bundle may be an combinatio of the following types and sizes of cables: ' rc`'r E"` y y 9 YP n&IS erru-NsW n+rc G. Max 25 pair No. 24 AWG copper telephone cable with polyvinyl chloride (PVC) insulation and jacket materials. AVOKQOLM"p° H. Max 7/C No, 12 AWG cable with PVC insulotion and jacket materials. QVILENCYR-U M I. Multiple fiber optical communication cables with PVC jacket material and having a max outside diameter of 3/8 ,uar�nVA13,01 a>�enaG'avc VAII,OpIAAApp in. I. Floor or Mall Assembly - Min 2-1/2 l thick reinforced lightweight or J. Max 3/C No. 12 AWG steel clad cables with PVC insulation and jacket moteriols. normal weight (100-150 pcf) concrete. Wall may also be constructed of K. Max 3/C No. 8 AWG coblew with ground with PVC insulation and jacket materials. PROJECT NUMBER; 20900.00 any UL Classified Concrete Blocks *. Max area of opening is 1024 sq in. L. Max RG 59 coaxial cables with PVC insulation and jacket materials. with max dimension of 32 in. 3. FIN. Void or ► Irfoterial Foam Fill materiial applied within annulus flush with both surfaces of the wall- Min ISSUE REVISION DATE See Concrete Blocks (CAZT) category in the Fire Resistance Directory for fill material thickness for i hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. names of manufacturers. 04 CONST DOC 2. Coble Tray * - The following types of cable trays may be used: ON B A. Max 24 in. wide by max 4 in. deep open ladder cable tray with 2. Copper Tubes or pipe Nom 1 in. diam (or smaller) Type L copper tube or nom 1 in diam tar smaller) Regulory (or FORPERART 07,2304 channel-shaped side rails formed of min 0.050 in. thick steel with heavier) copper pipe. Min space between adjacent penetrants shall be 3 in. 05106 CONST DOC 08,13.04 A-shaped rungs spaced 9 in. OC. 3. Tube htsu OUN - Plastics+ Nom 3/4 in. thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam B. Max 24 in. wide by max 4-3/16 in, deep open ladder cable tray furnished in the form of tubing. The min space between adjacent penetrants shall be 1-1/2 in. 07 BLDG.2/CONST. 09,0204 formed of min 0.097 in. aluminum with 7/8 in. wide by 1 in. deep See Plastics+ (4MFZ2) cotego-y in the Plastics Recognized Component Directory for names of manufacturers. Any rungs spaced 9 in. OC. Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability 08 BL1DG.3/CONST. 0924.04 A max of three cable trays to be installed in the opening. Of the three Classificationof 94-5VA may be used. 09 BLDG.4/CONST. 10.11.04 cable troy only one may be aluminum. The annular space between the 4 Fir%* System The firestop system shall consist of the following: cable trays shall be a min 5-1/4 in. The annular space between the A. Fill, Void or Cavity Material* - Wrap Strip Two min 1 in. wide wrap strips applied in a single wrap, flush with 10 BLDG.5/CONST. 10.25.04 cable troy and the periphery of the opening shall be min 1 in. Cable both surfaces of wall. tray to be rigidly supported on both sides of floor or wall assembly. 5B FINAL CONST 01,03.05 J. Cables - Aggregate cross-sectional area of cables in cable tray shall B. Fist, Void or Cavity Material* - Foam FiN material applied within annulus flush with both surfaces of the wall. be max 30 percent of the cross-sectional area of steel cable tray and Min fill moterial thickness for f hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. 6A/7A/8A/9A/10A/11 max 20 percent of the cross--sectional area of aluminum cable tray, f based on a max 3 in. cable loading depth within the cable tray. Any FINALCONST 01.03.05 combination of the following types and sizes of copper conductor cables F C may be used: 2. Poly" Chloride (M) Poe Nom 2 in. diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in 16 ADDENDUM 5 0516.05 A. Max 350 kcmil single--conductor power cables with polyvinyl chloride closed (process or supply) or vented (drain, waste or vent) piping system. The min space between non-metallic (PVC) insulation and jacket. penetrants shall be 1 in. The min space between metallic penetrants shall be 3-1/2 in. B. 7/C No. 12 AWG copper conductor cable with PVC insulation and 3. Firestop SyAwn The firestop shall consist of the following: jacket A. Fill, Void or Cavity Material* - Wrap Strip Two miry 2 in. wide wrap strips applied in a single wrap, flush with C. Max 100 pair No. 24 AWG cable with PVC insulation and jacket. both surfaces of wall. 4. forme (Not Shown) - Used as a form to prevent leakage of fill matedol B. Fill, Void or Cavity Material* - l=oam Fill material applied within annulus flush with both surfaces of the wall. during installation. Forms to be a rigid sheet material, cut to fit the Min fill material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. contour of the penetrating item and positioned as required to accommodate the required thickness of fill materials. Forms may be removed after fill material has cured. l 5. FK Vail or Cavity Material* - f+kiew - Min 2-1/2 in. thickness of fill i material applied within the annulus. Fill material is mixed at a rate of 2.5 F I R E STO P P I N G parts dry mix to one part water by weight in accordance with the installation instructions supplied with fill material. DETAILS HILTI CONSTRUCTION CHEMICALS, DIV OF TUNNEL & RESIDENCES HILTI INC •- Type FS635 or CP636 *Bearing the UL Classification Marking CONCRETE FLOOR TO CONCRETE FLOOR TO CABLE TRAYS IN MULTIPLE PENETRATIONS IN FLOOR JOINT : 3 - HR RATING WALL JOINT : 3 - HR RATING CONCRETE : 3 - HR RATING GYPSUM : 1 OR 2 - HR RATING- A553 4 SCALE: N.T.S. M-1011 SCALE: N.T.S. FWD-1011 SCALE: N.T.S. CAJ-4017 SCALE: N.T.S. wL-8019 A 1" 1 /8 1. To 1/4" CAP NOTE: DELETE CAVITY A © 2004 42140 ARCHITECTURE, INC. 1 ` 4'� FILLED WITH FIRE WHERE FURRED WALT VARIES O " -1/8" TO 1/4" GAP FILLED RATED SEALANT. BE OCCURS_ Q1�" CO[ �'4a 1 -2 WITH SEALANT. ASSEMBLY ASSEMBLY S .� SHALL BE AIR IMPENETRABLE, AIR IMPENETRABLE. 3" TYP. Q STRUCTURE (1 LAYER"X" cwB Al E. RATED METAL CEILING RUN ER SOHN� 4 BOTTOM OF SLABY_ HEAD - /� VAPOR RETARDER ON 1 x or 2x WOOD SIDING (RE: EXT. X WOOD TOP PLATES FIBER GATT. TYP. INSIDE EASTUDS (TYP.) ELEV'S) ' �3i�IB LAYERS SSTAGGEREDX, SHAFT SLUE INSIDE OUTSIDE STONE VENEER FULLY GROUTED JOINTS WEATHER-RESISTANT FURRED STUD WALL 1" LINER BOARD (RE: PLANS FOR WITH FLASHING HEAD _ - (2)) LAYERS " TYPE 'X' 2X6 WOOD STUDS 0 16" BARRIER WALT, TYPE) AND WEEP GWB WITH STAGGERED SILL 2 LAYERS TYPE "X" " GWB 0_C. WITH 5�" FIBER BATT " J p � HOLES JOINTS Q ( ) 1 d ° ADDITIONAL � PLYWOOD VJ OUTSIDE PROVIDE ADD T ONAL LAYER METAL J-RUNNER 2X6 WOOD 0 STUDS W INSIDE OF GWB WHERE MASTER x P VARIES WEATHER BEDRM_ OCCURS < 1/8" TO 1/4 GA RESISTANT _ FILLED WITH FIRE v p BARRIER ASSEMBLY SHALL BE FIRE ASSEMBLY Z Q E GRID AIR IMPENETRABLE. 1" LINER BOARD PER UNDERWRITERS LABORATORIES INC.: PLAN BXUV.U356, Design No. U356 2 " C-H STUD 0 24" O.C. 8" _ (2) iAYERS TYPE "x" �" cw6 L1 E E IO WALL � D IS NG �'A N 7"f PROVIDE ADDITIONAL LAYERS AIRSPACE, MIN. PER UNDERWRITERS LABORATORIES INC.: OF GWB AS REQ'D. PER DTI~. � IH ---2x6 WOOD STUDS BXUV.U356, Design No. U415 16" O.C. 2/A535 SIM. AB O 5J" BATT INSULATION —HR SHAFT WALL ��TE RIOR WALL ! WD. SIDING SILL T—FILL 3" CAVITY WITH s�Al-E: 1 1 2 1 -U 15 � �► � � � w .Q�I MINERAL WOOL, APPROVED •t AS I IREBI~OCKING 1 '. 73 W -f -WOOD SILL PLATE 1 —HR EXTERIOR WALL CONC. FDN. ToP OF SLAB ,j SIDE DELETE CAVITY U z U SCAIF: 1 1 2 = 1 �0 `r SIDE LAYER OF GWB (1) LAYER " TYPE 1/8" TO 1/4" GAP FILLED WHERE FURRED WALL 3„ _ O WITH SEALANT. ASSEMBLY OCCURS. 44 "X" GWB STUCCO SYSTEM W SHALL BE AIR IMPENETRABLE, VAPOR RETARDER ON t� NP, INSIDE FACE OF WOOD WEATHER-RESISTANT ADDITIONAL LAYER 1 STUDS (TYP.) BARRIER A ----PROVIDE OF GWB WHERE MASTER STRUCTURE BEDRM_ OCCURS HEAD INSIDE OUTSIDE WOOD TOP PLATE(S) PROVIDE VAPOR A WOOD SUDS 0 16" O.C. PLYWOOD BARRIER WHERE WITH 54" FIBER BATT SHEATHING ON STEAM SHWR. OCCURS 2X6 WOOD STUDS OWNER EVIMOPM BATHROOM SIDE NAIL RESORTS G3WB WITH SSTAGGEREDX, DEVELOPMENT JOINTS 5/$' GREEN BOARD FIRE ASSEMBLY SILL COMPANY GRILL --FILL. CAVITY WITH MINERAL 5/$" GWB PER UNDERWRITERS LABORATORIES INC.: AVON,COLORADO WOOL, APPROVED AS FIREBLOCKING BXUV.U356, Design No. U356 A WOOD SILL PLATE ARCUrrECrOFXBOORD PLAID 2x6 WOOD STUDS rr 2X6 WOOD STUDS 'd , �1 _ c� 16" o.c, TYP. EXTERIOR_-WALL �}_- D_E�+I�SING PROVIDE ADDITIONAL LAYERS GREEN BOARD OF GWB AS REQ'D. PER DTL. -- 2) LAYERS �" TYPE 'X' A �2/A535 SIM. uemrer,Colorado WB WITH STAGGERED � ° '�+ IOR W E T 2X4 WOOD STUDS _ PER GYPSUM ASSOCIATION FIRE JOINTS FIBER BATT K3 — _ MOM"-- �� PLAN � - DELETE FIBER BATT & GWB & �� RRSISTIVE :DESIGN MANUAL (16TH "�' � PROVIDE ADDITIONAL LAYER _ PROVIDE STUCCO SYSTEM BATH p 'ARCHr[Wr ED.) GA FILE NO. 3820 OF GWB WHERE MASTER IDES WOOD STUDS ® 16" O.C.a.c. HART IHOWERTflN gWER!9R_..WALL C P ERS NM"°R"I'MYOW BEDRM. OCCURS 2X4 WOOD STUDS R" GWJ3 ANY LATERAL BRACING CONNECTION DELETE FIBER BATE & GWB ® sxeucrr�an�.� SHALL EMPLOY A A CAVITY SIDE RUBBER--IN-SHEAR ISOLATED SWAY BATHROOM WALL 2xB WOOD STUDS 2X4 WOOD STUDS �VMCo�no T1 - --- BRACE, TYP 0 DEMISING WALLS. N1 EXTERIOR WALL C� SKI CLST. ��CAL m» SCALE: 1 1 2 = 1 -a° (STC 44 � DELETE FIBER BATT U-i;B 4GW8Mk 1C NoT USED -® _ Y��M'R DES N p 9Q� 2X4 WOOD STUDS A 1 — 0 a 2X6 WOOD I A L BATHWALL HR EXT. WALL Cam} STUCC sT s p SCALE 1/2 = 1 -0 5tC sg N SCALE: 1 1 STC 44 VARIES 8 iy " ® 2X6 WALL Np1,� FLOOR PLANS PROJECT NUMBER 20900.00 "MIN. 4j" 0 2X4 WALL GRAPHICALLY INDICATE THICKNESS OF TYP. FRAME ISSUE REVISION DATE WALLS (2X4 OR 2X6) HEAD 06 , CONST DOC STRUCTURE STRUCTURE WOOD TOP PLATE(S) HEAD FORPERMTI` 08.13.04 PRIMARY WALL �` WOOD TOP PLATE{S (1) LAYER 07 BLDG.2/CONST. 09.02.04 (RE: PLANS FOR Q "X" GWB WOOD STUDS a STONE VENEER FULLY GROUTED �BLDG 3/CONBT. 04.24.104 A WALL TYPE) 16" D.C., N WITH FLASHING P. VAPOR RETARDER ON Q 1. �8 Q AND WEEP HOLES $ 9 �/$., GWB INSIDE FACE OF WOOD ABLDG.4/COWr. 101 04 FIBER BATT A STUDS (TYP.) 10 BLDG.5/CONST. 10.25.04 FIBER BATT, TYP. OUTSIDE //�� PROVIDE VAPOR INSIDE L.�6A/7A/8A/9A/10A/11 SILL RETARDER 0 WARM SIDE SILL OF EXT. WALLS, TYP. WEATHER--RESISTANT MALCONST 01.0305 BARRIER SILL PLATE WOOD STUDS 0 16" O.C. 16 ADDENDUM 5 05.16.05 WOOD SILL PLATE A WITH 5 FIBER BATT PLYWOOD w SHEATHING ON 5/8" GWB 2X6 WOOD STUDS WOOD STUDS ® 16" PLAN O.C., TYP. 7"± WOOD STUDS Q 16' O.C. PLAN FIRE ASSEMBLY SID PRIMARY WALL (RE: PLANS FOR E OF STUD GWB EACH PER UNDERWRITERS LABORATORIES INC.: WALL TYPE) SIDE A BXUV.U356, Design No. U356 M4 INTERWIR WALL. 2x6 WOOD SUDS A A M3 NOT USED DELETE GWB ® ATTIC SIDE OF J2 EXTERIOR_WALL 0 DEMISING 2x6 WOOD STUDS WALL S PROVIDE ADDITIONAL LAYERS TYP E Q2 FURR a WALL 2x6 WooD STUDS M2 NO USE OF GWB AS REQ'D. PER DTL.. RESIDENCES DELETE GWB & FIBER 2/A53S SIM. BATT 0 ATTIC WALLS J EXTERIO WALL @ PIERS_ FURRED W 2x4 WOOD STUDS Q INTERIOR WALL 2X6 WOOD STUDS 2X4 WOOD STUDS DELETE FIBER WT & GWB SCALE: CAVITY SIDE g 2X6 WOOD STUDS INTERIOR WALL 2X4 WOOD STUDS 1 --HR EXTERIOR WALL STN. WooD A611 S NOT USED FURREDI _WALL M SCALE: 1 1 1'-�- Q 2004 42140 ARCHITECTURE, 414C. DOOR SCHEDULE DOOR SCHEDULE (CONTU) CO(pA9 DOOR ROOM NAME SIZE DOOR FRAME LABL1 HARDWARE REMARKS DOOR ROOM NAME SIZE DOOR FRAME LABEL HARDWARE REMARKS 4 �O N0. WIDTH HEIGHT THK. TYPE MAT'L MAT'L HEAD ,IAMB THRESHOLD (MIN.) SET Nor• WIDTH HEIGHT THK, TYPE MAIL MAT'L HEAD l JAMB THRESHOLD {MIN.) SET E. FtA1�DAL A _ �_ �_ � JOHNS UNIT TYPE A UNIT TYPE B ® P 2 C=2 T07B LOWER ENTRY - - - - HM 1 PT HMI PT - - - 180 - Refer Tunnel Constnuction Package TO86 GARAGE ENTRY - - - - HM I PT HMI PT — - - - 180 Refer to Tunnel Construction Package T07C GARAGE 16 - - - - HM I PT HM/PT - - - 90 - Refer to Tunnel Construction Package T07C DUMBWAITER - - - - HM 1 PT HMI PT - - - 90 - Refer to Tunnel Construction Package T07D MECHANICAL. - - - - HM I PT HMI PT - - - 180 - Refer to Tunnel Construction Package T07D MECHANICAL A - - - - HM I PT HMI PT - - - 180 - Refer m Tunnel Construction Package AOOiA CLOSET Pr. V-V T4" 1314" A WD 1 ST WD 1ST 101A712 91A712 - 03 ~ - rBO04A LOWER ENTRY 2'-8' T�0" 1314" A WD I ST WD 1 ST 101A712 91A712 - � 1 A001 B STORAGE 3'-0" T-0" 1314" A WD 1ST WD!ST 101A712 91A712 - 06 t.OWER ENTRY 2'$" T-0" 1314" A WO I ST WD/ST 10/A712 9/AT12 _ - V A00 BATH 1 2'4" T-0" 13/4" A r WD 1 ST WD/ST 1 OIAT12 9/A712 - 02 STORAGE 7-�6" 3'4" 1314" A WD 1ST WD 1ST 101A712 91A712 - 06 Low Door to Under-Stair Storage Z O E W A00 BEDROOM 1 28"'- 7'-0" 1314" A WD 13T WD 1ST 101A712 9/A712 - 02 � FAMILY ROOM 4-9 314"x 9'2"(unit) B G!ST WD 1ST fi1A712 TIAT 12 3JA535 - 05 Slider A003B BEDROOM 1 Pr 2'-0" T4" 1310 A WD I ST WD 1 ST 101A712 91A712 —� - 08 Bi-Pass - — BOOGA BEDROOM 2 2'-8" 7'-0" 139' A WD 1ST WD 1 ST IOIA712 91A712 - 02 AOM BATH 2 2'4" T-0" 1314" A WD I ST WD 1ST 1 OIA712 91A712 - 02 - - B006B BEDROOM 2 Pr. V-10" 7'-O" 1314" A WD 1ST WD 1 ST - 101A712 91A712 - 08 Brass Q ,� A004B BATH 2 214" 7140" 13(40 A WD I ST WD I ST 1OIA712 9/A712 - 02 B007A BATH 2 2'4" T-0" 1314" A WD I ST WD 1 ST 101A712 91A712 - 02 A005A BEDROOM 2 2'-8" T-0" 1314" A WD I ST WD I ST 1 OIA712 91AT 12 - 02 ---� � BEDROOM 1 2'-$" T-0" 1314" A WD 1 ST WD I ST 101A712 91A712 - 02 F� O A0058 BEDROOM 2 Pr. T-r T-0" 1314" A WD I ST WD I ST 10712 91A712 - 08 P-pa" �- —— BOOBB BEDROOM 1 Pr. 2'-S" 7'4" 1314" A WD I ST WD 1ST 10/A712 91A712 - 08 BI-Pass x V AOOTA FAMILY ROOM 4'-9 314"x 9'-7(unit) B GIST WD 1 ST 6IA712 71A712 31A535 - 05 Slider B009 BATH 1 2'4" T-0" 1314" A WD 1ST WD I ST 101AT12 91A712 - A0078 STORAGE 2'-6" 3'4" 1314" A WD I ST WD I ST I GIA712 9/A712 - 06 Low Door to Under-Stair StDrai B009B BATH 1 2'-4" T-0" 1314" A WD I ST WD 1ST IOIA712 91A712 - 07 Al SKI CLOSET 2'-6" 7'-0" 1314" A WD 1ST WD/ST 101A712 91A712 - O7 Provide B10 SKI CLOSE-11 2'-S" T4" 1314" A WD I ST WD 1ST i01A712 T 91A712 - 07 U Z _ de weather strrpprng _ A103A ENTRY&SIDE LITES V-2112" B'-0" 2 9f4" C WD I ST WD 1ST 31AT12 21A712 8IA531 - 01 Arched�p 3�.p�F�rk#e der. T B10 ENTRY 3'-0" 8'-0" 2114" G1 WD 1ST WD I ST 31A712 21A712 81A531 - 01 Arched top door. W a A103B CLOSET Pr. T-6" T4" 1 We A WD I ST WD 1ST 1 O/A712 9IA712 - 03 -- B103B ENTRY —- Pr. 1'-6" T-0" 13(4" A WD 1ST WD I ST 101A712 � 9IA712 - 03 � A103C DUMBWAITER - - HMI PT HM 1 PT - 8/A712 - 90 04 Refer to Tunnel Construction Package B104A UTILITY 2'-4" T4" 13(4" A WD 1ST WD 1ST 101A712 91A712 - 06 Q AlOW DUMBWAITER 2XK VERIFY 2'-8" 1314" E WD 1ST WD I ST 8IA712 , Door to Conceal Rated Metal Door B104B DUMBWAITER - - HM IPT HM 1 PT --- - -- - - 90 04 Refer to Tunnel Cormiruction Package A104A POWDER 2'4" T-0" 1314" A WD I ST WD 1ST 1O/A712 91A712 - 02 A103C DUMBWAITER VERIFY 2'-8" 13IN' . E WD I ST WD I ST 81A712 Door to Conceal Rated Metal Door ALA A107 DINING ROOM 5'-10"x 8'Z"(unit) B GIST —WD/ST 61A712 TIA712 51A532 05 Slider. B10 POWDER 2'4 7 1314" A WD/ST WD 1ST 10fAT12 91A712 - 02 Al I QA MASTER BEDROOM 2-8" T-0" 1314" A WD 1ST WD 1 ST 101AT12 91A712 - 03 81 DINING ROOM 51-10*x 8'-2"(unit) 8 GIST WD I ST 61A712 7/A712 5/A532 - 05 SiidIng patio doors. AillA MASTER BATH 2'-4" T4" 1314" A WD I ST -WD 1ST 10/A712 91A712 - 02 A111 B MASTER W.C. 2'-0" T " --�- _ ��- �- _— ------� -- " " - � VAIL RESORTS -0 13(4 A WD I ST WD 1 ST 1 OIA712 91AT 12 02 B202A BATH 3 2'4 T-0" 1314 A WD I ST WD/ST 101A712 91A712 _ DEVELOPMENT All 2A MASTER CLOSET 2'4" T-0" 1314" A WD I ST WD I ST 1 OIA712 91A712 - 06 -- - B203A BEDROOM 3 2'-8" T40" 1314" A WD I ST WD I ST 10712 91A712 - 02 COMPANY Al I 3A UTILITY 24" r-W 1314" A WD 1 ST WD I ST 101A712 9/A712 µ - 06 �- B203B BEDROOM 3 CLOSE Pr.TO To 1314" A WD I ST WD 1 ST 101A712 9/A712 - 08 BH3a% AVON,coLORAM ARCHnSCTOPRSCOM B204A MASTER BEDROOM 2'-8" T-0" 1314" A WD I ST WD 1 ST 1 OIA712 9IA712 - 02 E A201 BEDROOM 3 2'-8" T'-0" 13/4" A WD I ST WD I ST 101A712 91A712 � - 02 �- � - - � B204B MASTER BEDROOM 4'-8"x T-2114"{unit} D G 1ST WD I ST 61A712 SIM 71A712 WA532 SIM - 10 French Inaft A202A BATH 3 2'-4" T-W 1314" A WD 1 ST WD I ST 10/A712 -91A712 - 02 8205A MASTER BATHR00 7-4 T-0" 1314" A WD I ST WD I ST 1 OIA712 9/A712 - 02 AACwnTcTm BATH 3 W.C. 2'-0" T-0' 1314" A WD I ST WD I ST 101A712 9IA712 - 09 Pocket door. B205B MASTER W.C. 2'4" T-0" 1314" A WD/ST WD 1ST 10/A712 91A712 - 02 °@ ��°'° ° MASMMMANNER CLOSET 3A 7-3" T0 13/40 A_ WD I ST WD I ST IOIA712 9/A712 - 06 B206A MASTER CLOSET 2"4" T-0" 1314" A WD I ST WD I ST 101A712 9/A712 - 06 --- ---- - ----- A203B CLOSET 313 2'-3" 7'-0" 1314" A WD 1ST WD 1ST 10712 91A712 02 � - NOTES: HART t HO N= A204 4 2'-8" T-0" 13/4" A WD I ST WD I ST 10/A712 91A712 - 06 1. FINISHES:Refer SpecaWon Sedion 06710. CLOSET 4A 74' T-V 1314" A WD I ST WD I ST 1 OIA712 91A712 - 06 - 2. Patio Doors have been scheduled and coordinated according to"Eagle"specfic details. 9 another manufactrrer Is selected pat on door sites may regtke a*xkm*. STRUCTUMLE,GRa A205B CLOSET 4B 7-4" T40" 1314" A WD I ST WD 1ST 101A712 9IA712 - 06 AVON,COIrbAADO AQWJLWCALRLECrRXALENGDQM BATH 4 2'4" T-0" 13/4" A WD I ST WD 1 ST 1OIA712 91A712 - 02 AVON,Como A206B BATH 4 W.C. Z4r T0 1314" A WD I ST WD I ST 1 OIA712 91A712 - 02 — CIMEW-WIM _-- DOOR MATERIAL LEGEND A>«»�GW� VA[i1 QOIARADO GENERAL NOTES PRO]Wr NUMBER: 20900.00 MATERIAL FINISH REMARKS 1. See Building Elevations for operator indications. HM HOLLOW METAL PT PAINTED RE: ID ISSUE REVISION DATE 2. Provide Tempered Safety Glazing where required by code. Door Type Elevations on this sheet indicate glazing that WD WOOD ST STAINED RE: ID 04 CONSrDOC shall be tempered with the symbol T " G ALUM. CLAD WOOD ST STAINED RE: ID FoRPi�.RMIT - -- -- W/FULL UTE GLASS 06 - CONST DOC - - _ FOR PEnflI` 08.13.04 2x6 WOOD TRIM BLDG.2/CONST. 09 02.04 V-GROOVE A BLI) .3/CONST. 09.24.04 SEE ID WOOD INSUL. DRAWINGS AO�R OLE GLASS ® MESQUITE WOOD „ s, 09 =)G.4 CONST. 10.11.04 SPECIFICATIONS S TYP. 10 BLDG 5/CONST. 10.2504 �-6A/7A/SA/9A/10A/11 SEE WINDO s FT SCHEDULE ; FINAL CONST 01.03.05 1 - PLAN REVIEW — /\ CORRECTIONS 04 07.05 o X43 ADDENDUM 5 05.1605 � i � � w - o OD L I _ T 1 _ � r O Q iL Q = N V) 51 , 3„ 1 1 l � 1 VERIFY ' TYPE C WITH SIDELIGHTS & T T NECESSARY UDE FRAME ' I i T m ( PEEPHOLE DOOR) WEATHERSTRIPPIN -__ { T I & STONE TYPE C1 (WITH HALFLITE GLAZING) �� THRESHOLD SCHEDULE RESIDENCES 3`-0" SEE SCHEDULE 3'--O" 3`-0" SEE SCHEDULE T DOOR SECTION DETAIL A711dw DOOR TYPE A DOOR TYPE B DOOR TYPE C DOOR TYPE C1 DOOR TYPE D DOOR TYPE E 9 A711 d 2004 42140 ARCHITECTURE, INC. --__WEATHER-RESISTANT BARRIER 3/4" STUCCO SYSTEM Q df C��O�� ' (® WOOD SIDING, SIM DTL) DO E. RAND .� DRIP SCREED JOHN MTL FLASHING W/ 1/2" HEMMED EDGE AND 6" EXTERIOR WALL EXTENSION UNDER WEATHER— RESISTANT BARRIER 3/4" STUCCO SYSTEM ^ SEE WALL TYPES SHEET 3/4 STUCCO SYSTEM � 2X8 FIR HEAD 2x10 WOOD TRIM WEATHER—RESISTANT BARRIER TRIM SET FLUSH - 0 STUCCO WALLS, W/ FIR EXTENSION WRAP WEATHER-RESISTANT BARRIER AND ADZED IN -� OVER FRAM 3x10 WOOD TRIM SEE WALL TYPES SHEET' PLACE TO APPEAR FIR HEAD WOOD SIDING WALLS AS SOLID TIMBER 3x10 WOOD E TRIM SET FLUSH i 2x8 WOOD TRIM HEAD TRIM W/ FIR EXTENSION i AND ADZED IN PLACE TO APPEAR 'i AS SOLID TIMBER z .4 717 i W 1x4 WOOD TRIM ro FU9 2x DOOR FRAME-----'W r 2x DOOR FRAME Q FIR EXTENSION FO SEALANT & BACKER ROD x , u SLIDING DOOR SYSTEM FIR EXTENSION ^ � W hW ','��� ® P4 W O SLIDING DOOR HEAD �j CLOSET Doo HEAD o ENTRY PORCH 0 tR��TENTRYD00R HEAD 3 = 1�-0° = ��._a^ �DT--81.d+ry A-DT-37.dwq A w � i 3/4" STUCCO SYSTEM GYP. WALL BRD WEATHER-RESISTANT BARRIER A RADIUSED BEAD SEE WALL TYPES SHEET STONE SILL BELOW 2x WOOD FRAME ow�vsa/n�� 2x6 woos TRIM VAIL RESORTS DEVELOPMENT GWB CLAD WINDOW/DOOR SYSTEM WOOD WOOD EXTENSION EXTENSION GWB COMPANY SEALANT & BACKER ROD AVON,COLORADO Axctarr�c�o�x�caan SEE WALL TYPES SHEET 2x DOOR FRAME , 3X8 HAND ADZED ` 3X8 HAND ADZED FIR HEAD TRIM FIR HEAD TRIM �J aw ARCHnIEWRE tlwAm.Cohnado MASMPLANM MIGNAACHrlEa 1 L 2x6 WOOD TRIM I-- - - - ---- - - --- --- --- - - EA SLANT & HART HOWERTON SEE WALL TYPES SHEET 2x WOOD TRIM � BACKER ROD Nsvv�yroniC,WwxMc WEATHER-RESISTANT BARRIER — mo?mm&NlnwuLm4Gv4E=wc 2x DOOR FRAME ® WOOD EXTENSION 3/4" STUCCO SYSTEM A .9Crffi no �ANCC�u[.�cALNrc CORNER BEAD STONE SILL BELOW AVON,COLOPAOO croII.Ecbam STONE SILL BELOW 04G9MM 'GDW_ VAnI COLORMO ® PROJECT NUMBER: 20900.00 INTERIOR DOOR HEAD TYP. D6 NG �D OR�l AMSLIDIO $ !A CLOSET DOOR JAMB C� ENTRY PORCH OR JAMB C ENTRY UNIT A" - 1'-0" A-D6'.�dwg s" = 1'-0" A-DT--62.dwg �'• _ ��-�" A-DT-42.dwq DW z'—o" A-DT-48.dwq ISSUE REVISION DATE 06 CONST DOC AFOR PERMIT 08.13-04 RADIUSED CORNER BEAD A BLDG 2/CONST. 09.02.04 GWB 1y4^ INTO 1 1/4' JAMB 08 BLDG 3/CONST. 09.24.04 RADIUSED BEAD 7/8 GWB 09 BLDG.4/C0NST. 10.11.04 WOOD EXTENSION 10 BLDG.5/CONST.- 10.25.04 1Y4^ RADIUSED CORNER BEAD A6A/7A/W9A/l0A/11 INTO 1 1/4" JAMB _ 1 1/4" JAM B ^ , fWQJ CONST 01.03.05 GWB 7� 2x DOOR FRAME AADDENDUM 5 05.16.05 SEE WALL TYPES SHEET 2 Q, 1 1/4" JAMB - !! 1x8 WOOD TRIM 2x WOOD 6 DOOR FRAME "3PC" BASE TRIM CORNER - — J (BELOW) 2x WOOD TRIM 3/4" BASE TRIM �—�--- DOUBLE DOORS (BELOW)2x6 WOOD TRIM SHOWN IN OPEN DOOR TYPES "3PC" BASE TRIM CORNER POSITION DETAILS (BELOW) 3/4" STUCCO SYSTEM RESIDENCES 3/4" BASE TRIM (BELOW) T RI flQR JAMB TYP. DUMp� ALTER DOOR JAMB DOOR JAMB C�? ENTRY UNIT B Q3" = 1'-Q" !J 3^ = 1'-0" A-DT-76Adwg A-DT-78.dwq A712 © 2004 42140 ARCHITECTURE, INC. / p -4 2' ,. 5�4 31_4" _ q,-8p 4,_G„ 4'-g" � 08 2,-2p p'`� C 01��� �D 'n y� 1 icy ° �' s4HN5 N A —AL Ll C> x �11 I - x °° E E _ E f — r� f All- LA I dzp> EIE 61 I I Et] N nl L ' T.O. PLYWOOD S1IBFLOOR _ _ — — W !.a"I I I r r TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F TYPE G TYPE H TYPE I py W � O u W A I N - 410 I z wo � 10'-4" - - - 3'-3" - F I to UD AL :1E N I ` aawV'� taR I I _ VA L RESORTS to I I �' o DEVELOPMENT T T °' c COMPANY d AVON,COLORADO I T 11 I E A__ E E E ARCIll OFD x r _ cm ■ IVA I I r I I I N cV N Denver.Cobrado T.O. PLYWOOD St16FL00R IV MASMPIANNM a: DESIGNAACHMIC'I' TYPE_ J TYPE K TYPE L TYPE M TYPE N TYPE 0 TYPE P HARTJMWF.xTON os WINDOW SCHEDULE - UNIT TYPE A M�AVON LLORA INC FRAME SIZE _ ROUGH OPEMNG HEAD R.O. HT. ABOVE 1AECIl ELE=CALPIWAN M TYPE WIDTH x HEIGHT WIDTH x HEIGHT PLY WD. OOR NOTES Air, zee A (2) 2'-8" x 5'-6" 5-4 1/2" x 5-6 1/2" 8-3 11Y CIVU MG114i --- - AI?ItQ1e BAtGIN &MV.,WC B 2'--4" x 4'-S" 2'-4 112" x 4'-6 112" 8'-3 1/2" vAII''QO O C (2) a'-8' x 4'-0" 5-4 1/2" x 4'-0 112" 7'-4 ,3/4- D (2) 1'-8' x 5'-6" 3'-4 1/2" x 5'-6 112' 8'-3 1/2" PROJECT NUMBER 20900.00 E (2) 7-4" x 4'--6" 4'-8 1/2" x 4'-6 1/2' $'-1 1/2" ISS1:1B REVISION DATE F (a) 2'-0" x 5'-6' 4'-0 1/2" x 5'4 1/2" 8'--3 112" 06 CONSTDOC 08 G (2) 2'-4" x 5'-6" — 4'-8 1/2" x 5'-6 1/2" 8'--3 1/2" FOR PERMIT 08.13.04 10'-4" H (2) 2'-4" x 4'-0" 4'-8 1/2" x 4'-0 112" 7'-9 1/2" ®BLI7G.3/CONEY. 09.24,04 x 5-6" 2'--2 1/2' x 5-6 112" 8'-3 1/2" SEE ENLARGED PLAN 2/A511 09 BLDG.4/CONST. 10.11.04 J 3'-3' x 5-6' - 3'-3 1/2' x 5'-6 1/2" 8'-3 1/2" SEE ENLARGED PLAN 2/A511 10 BLDG.S/CONEY. 10.25.04 °O K (2) 2'-4" x 3'-6" 4'-8 1/2" x 3'-6 1/2' 7'-4 3/4' 10'-4" `�' 4'-8" 5'-11 5A/7A/8A/9A/10A/11 - 5-41/2" x 5-s 1/2" s 1/ap 1?JiNAL CONST 01.03.05 M Si x 6'-6" 9'-0 1/2" x 6'-6 1/2" 9'-3 1/2" _ tg ADDENDUM 5 05.15.05 °7 N 4'-8" x 5'--6" 4'-8 1/2' x 5-6 112" W-3 1/27 E 0 T-4' x 2'-0" 5-4 1/2' x 7'-6 1/2" 10'-3 1/2" I (2) 7-8" x 5-6" — -- `,° t° Oi3 P 2',8" x 5'-0" / 5-O" x 5'-0" / 2'-8" x 5'-O" 10'-4 1/2- x 5-0 1/2' 15'-7" TRANSOM cv � _ - t., P1 Y'-8" x 2'-8 114" /5'-0" x 2'-8 114"1 2'-8" x 2'-8 1/4 10'-4 1/2" x 2'-8 31,C 13-3 1/4" TRANSOM I co ! oa -�� Q 2'--8" x 6'-6" / 5'-0" x 6'-6' / 2'-8" x 6'�-6" 10'--4 1/2" x 6'-6 1/2" 10-3 1/2' 'E' i -- ° ° ° ° ° 2'-8" x 1'-8' / 5'-0" x 1'-8° / 2'-8' x R CID R 4'-8" x 2'--8 114' 4'-8 112' x T-8 3/4' 13'-3 1/4' 1RANSOV x 6'--6" 4'-8 1/2` x W-2 1/2" 1(Y-3 1/2' 2-4! % •----'!�- -- r T 4' '"9" 6'-0 1/4" x 1'-9 1/2' 1/2' word.1RANSO�1 mlmt ► dtgnment w/door below) T.O. PLYWOOD suBi LaaR GENERAL NoT�s WINDOW SCHEDULE 1. Sw BWW9 F�ie�ations for operator in tions 2, Provide Tempered Safety Glazing where regtAred by code. Window Elevations on this sheet indicate glazing that shall be tamed with the symbol " T ' UNIT TYPE A 3. Provide Emergency Egress Window Units where required by code. Window Elevations on this sheet incilil units that shall be egress with the symbol " E ' TYPE P1 TYPE Q TYPE R TYPE S TYPE T UNIT TYPE A _ WINDOW SCHEDULE & ELEV. 1 3�8" - 1'-0" At-WINDSCII 2004 42140 ARCHITECTURE, INC. 1� CDI�q 2,-2~ 3'_3" -. .3J-4" 7'-0" 4'-8" 4'-0" 4'-8" O x 5'-4" 7'-p„ �, z E. RANDAL J AL LIE J, J.--�` , ` f ' I OHNSON _ I I an I :1E 1 d AC 1 ifs ;n � f - i' "') E E M co 00 E _ I ! I 00 + oo — LLI I I L 1-1 L_;j Cn-- N N N N N N a T.O. PLYWOOD SUBFLOOR w TYPE AA TYPE BB TYPE CC TYPE DD TYPE EE TYPE EE TYPE GG TYPE HH TYPE Il TYPE JJ 0 4'_g~ 3'-6 1/2" W w OD 4*4� 7-8.1 1-4 LL-----1 04 z Ia A _ A4'-8 I 4'-8" TL >_-fV F � I � _ ! ` 1 { d- t6 CD � 1 - N JE I I j}co LO r VAIL RESORTS it7 tr, ! ! DEVELOPMENT I I LL_ I COMPANY n E T AVON,COLORADO L L r _. ARCS oFsaco tU 1 [V cV CN I I I . lei T_{). PLYWOOD $UB�'LOOR � I `\' QQ� N N �E ALUM KAMM TYPE KK TYPE LL TYPE MM TYPE NN TYPE 00 TYPE PP TYPE QQ TYPE PP I TYPE RR p> � TYPE QQ HART HOWER'1"QN STRIXru"LE14GRam MONROB It MWPM 91S GQ+I$M INC WINDOW SQnULE -- MT TYPE B AVON,C°r1M&W ICHAMCALIaECMCALM4GD11NX FRAME SIZE ROUGH OPENING HEAD R.O. HT. ABOVE M-EENGnQWRS. NC TYPE WIDTH x HEIGHT V4DTH x HEIGHT PLY WD. SUKLOOR NOTES AVOKCOLORMO AA 2'-2" x 5'-6' 2'-2 1/2' x 5-6 1/2" 8'-3 111" SEE ENLARGED PLAN 2/A511 Ar�tsCPALENGDOM nAU.,Coi,�o ABB 3'-3' z 5'-6" 3'-3 1/2" x 5'-6 1/2" s'-3 1J2" SEE ENLARGED PLAN 2/A511 7'--1" CC (2) 2'--8" x 4'-0" 5-4 1/2' x 4'-0 1/2" 7'-4 3/4' ------ PROJECT NUMBER: 20900.00 DD (2) 2'-4" x 4'4" 4'-8 1/2' x 4'-6 1/2~ 8'-1 112 AEE 2'-0 x 2'-6' 2'-0 1/2" x 2'-6 1/2" 7'-3 1/2 ISSUE REVISION DATE FF (2) 1'-8' x 5'-6" 3'-4 1/2' x 5'-6 1/2" 8!-3 1/2" 06 CONST DOC GG (3) 2'-4' x 5`-6' 7'-O 1/2" x 6--6 1/2" W-3 1/2' FORPERMTI' 08.13.04 O r— - Ln HH (2} 2'-4" x 4'-6' 4'-81/2" x 4'-6 1/2" 9--31/2" BLDG 2 1CONST. 09.02.04 11 (2) 2'-0" x 5'-6" 4'-0 1/2" x 5'-6 1/2" 8'-3 1J2" ABLDG.4/CONST. 10.11.04 7' 1" 11 (2) 2'-4" x 5'-6" 4'-8 1 f2" x 5'-6 t 2" W-3 1 2" _ J / 10 BLDG 5/CONST. 10?5.04 KK* 2'-0 x 3'-6" 2'--0 1/2" x 3'-6 1/2` 7'-4 3/4" VERIFY PRIVACY GLAZING REQUIRMENTS W/ A6A/7A/8A/9A/10A/lI BUYER/OWNER L L (2) 2'-0" x 4•-6" 4'-0 1/2' x 4'-6 1/2" 7'-4 3/4' FINAL CONS'I` 01.03.05 II ,----------5'-0„ A— mm (2) 2'-4" x 5-6" --- 4'-8 1/2" x 5'-6 112" 8'-3 1/2" Q is ADDENDUM 5 05.16A5 _ + A - - NN (3) 2'-6" x 6'-S" 7'-6 1/2" x 6'-6 1/2" 9'-3 1/2" OO (2) 2'-4" x 5'-6" 4-8 1/2" x 5-6 1/2" 8'-3 1J2" L PP 4'--8" x 2'-Q" 4'-8 1/2" x 2'-8 11-2" 13'-3' TRANSOM SIM. FROM - �, QQ 4-s` x W-6" 4'-8 1/2" x 8'-2 1/24 10'-3 1/2" UNIT TYPE A `� °' SS N �• � r - - z I RR 7'--8' x V-6' 7'-8 1/2" x 8'-2 1/2" 10'-3 1/2" d, (2) 3'-10" x 1'-8" E SS 7'4" x 5'-O" 7'-8 1/2" x 5-0 1/2` _ 15'-7" TRANSOM - - TT 7'-1" x 8'-2" 7'-1 1/2" x 8'--2 112" '- UU 7'--1" x 5'-O" 7'-1 1/2" x 5'-O 1/2' 15-9 1/2' 1 T.O. PLYWOOD SUBFLOOR Vv* " 1'- 5-0 1/2" x 1'-6 112' g-3" * PROVIDE OBSWREO MJ4ZING (VERIFY W/ AROFCEC O . .. - — — - - --- ' — -�--- — — -- — -- _ -- — — GENERAL NOTES: w(NOO SCHEDULE 1. see Building Elevations for operator ind'Icatians. TYPE SS TYPE TT TYPE UU TYPE VV A 2. Provide Tempered safety Glazing where required by code. Window Elevations on this sheet indicate gkizing that shah be tempered with the symbol " T UNIT TYPE Q " _—-- 3. Provide Emergency Egress Window Unfits where required by code. Window Etewtions on this sheet indkote units that shall be egress with the symbol ' E " 1 USNITo„ TYPE B _ WINDOW SCHEDULE �N Hd�& ELEV" A752 9 ME