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A81 1 I ;% SEE DTL. 5/A812 _ f CORRECT I UPPER LEVEL = +10 -4 �J ---- - - - --- -- ---- — ---- --------- ---------------- ------- - 1 I i T.O. PLYWOOD SUBFLOOR - AR09TECTURE MASTER I 1 1 1 1 I P - I I 1 I I DEUGN AACRII'ECT 1 1 I MAIN ENTRY LMNG RLM 1 I �, HART I HOWERTON DECK I NEW YOM NEW YORK C \ 1 1 I At06 1 b 1 1 I Al I I O011VG o I - M°NROE&N��04c 1 1 1 1 ^ I /FINISH FLOOR Av°N.COwAADo SEE CIVIL FOR GRADE MIKHAN[CALffiBCIR11CALENGBIBER GMEM ELEVATION REFERENCES, TYP. wo. INC MAIN LEVEL = 0'-0" CIME24GDHM - - - - -11 - - - - - - - - 1 = - ----- a T.O. PLYWOOD SUBFLOOR VA H, 1 I{-1 I I�IIH 11=i I�I =1 I I-1 11-1 I I-I 11=1 I -! 64 416 STAIR I 1 ;., PROJECT NUMBER: 20900.00 I • I 1 C� � � 1 � � — _ � 1 I I I Rh OM GAS F.P. FLUE ISSUE REVISION DATE fAMIL RO 1 1 I 1 EXHAUST W/ - - DECORATIVE. TERRACE o 11 FINALCONST. 01.03.05 _ I 1 COPPER COVE R [-!&--1 - to ADDENDUM 2 01.19.05 1 R E I I 16 ADDENDUM 5 05.16.05 RE: TUNNEL CONSTRUCTION I 1 -- 1 PACKAGE - t GARAGE LEVEL = -12'-0" I T.O. 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REFER TO DESIGN & d CONSTRUCTION TOOL FOR CONCEALED SPACES, SHEET R003. IT N 2. REFER TO TUNNEL CONSTRUCTION PACKAGE FOR TUNNEL / GARAGE. 3. ALL ROOF SLOPES REFER TO ROOF PLAN. BUILDING 6 '4 4. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SECTION WINDOW AND DOOR LOCATIONS. Ln b " V L N 1 BUILDING 6 SECTION UNIT A A363 6SC01.dwq a 4 a> u © 2004 QF COto�q TURE, INC. E. RANDAL Jt?I, NSO 1 W , 1 2 3 4 5 V 25'-11" 14'-1}Y2" 14'-1V2" 25'-11" O 1 1 1 © 1 ~y 5a SIM. SIM. 5a 1 1 .0905 O.H. .0905 I I I 1 � i 1 f VO � iiii iiiiiiiiiiiMii _ ittA♦ �ii � iiiiiiiiiiiii � � 1 +26'-5" I � I ------------�------------------_—_—_ _—_.�_—_..^_--_—_----------- � ~ 1 F.P. VENTING 1 1 1 RIDGE rT7 - CONNECT W EL.=24'-0" 1 12 TO FLUE IN 1 1 12 J _ P4 RIDGE 6 ------------------------------- - ------------------------------ 1 FOREGROUND I f 1 - � f U V.1� I ENG. TRUSS 1 1 1 12 Z 12 ATTIC g ml m 2 SIM. 6 1 1 1 ! ENG. 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PLYWOOD SUBFLOOR # 1 l MONWE&NEWML Z INC AVON,co2.onAnO �IEiCHAN[GAI,B78CfRICALSNGlt3�t 1 �-$�uaD>1�s,cNc ■ AVON,C011DRADp 1 I A I k l f __ 1 ■ 1 1 1 1 _ 1 e AUMMMGD .arc 1 1 EDROOM 2 FAMILY RM. 1 1 1 � 1 FAMILY RM. BEDROOM , VAU.,COL RAW 1 / i 1 PROJECT NUMBER 20900.00 ------ 1 ISSUE REVISION DATE 1 1 1 1 11 FINALCONST. 01.03.05 r -- -- = = =- f =1 I 1=1 I I=1 I I-I I 111- d GARAGE LEVEL = -12'-0" 13 ADDENDUM 2 01.19.05 111=1I1flII II-I;I�III-IIl 1 1 T.O. PLYWOOD SUBFLOOR 18 ADDENDUM 5 05.16.05 -!11=111=I 11=111 I I=1 l 1 k l 111-!lIII- I I=1 11=1 I i=1 11-II I ♦ 1 11=1 k�I=1 I F=1 1-I I -I I P ==111=1f1=1f _Ifl=ltf-Ifl-Ifl= mwi nova iii�iiiiiii iii_tttttf `I11 -111--11f-11—lf�;fl IA 11_-1 I -III-I I 11=III=1 I I- I I -III=1 I I-11 l=11 1 © CRAWL SPACE 1 1 1 1=1 I I-111-11'! __I 1=1 11=111= BRAWL SPACE TYP. FTG. 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PLYWOOD SUBFLOOR � A, r 1 WE ENIRDMMU C AVON,COWRADO c�vi¢.$NCnmesu 1 1 INC FIREPLACE 1 1 1 BEYOND 1 1 1 1 1 PROJECT NUMBER 2090000 LOWER LOWER 1 1 BEDROOM 1 ENTRY STORAGE FLEX SPACE FLEX SPACE STORAGE ENTRY BEDROOM 1 a AM ] 1 1 r ISSUE REVISION DA'Z'E I r — # r 1 i I FINAL CONET. 01.03.05 t I 1 - r 1 f 1 1 13 ADDENDUM 2 01.19-05 — L - 1 f i !�I f�I I=k 11=1 I I__- _ — =1 I I p 16 ADDENDUM 5 05 16.05 ---- _ -111=f I!=1I —III - �`--�---� � I GARAGE LEVEL _ -12 --0 11=1 I I 1!1=I!1=I 11=1 11=1 f i-I I! 11=1 I i=1 I i=I I f=1 11- III-III 1 I P)I If 11= - - I p= I- 11=1 I I I I I_I __77 I-1I i-1 i�_Cl!fl { I --S'_------- y; - - -----� ----- ------------------- ---------- ,- -- — 1-11 i=T�1 �1fif _I�'I-tr=7M�1r_ - 1 IIf-f I I-111=1 I l-I!1-!!I=!I I _l 11-!f 1-1 f 1=I T.O. PLYWOOD SUBFLOOR i 1--=1!I-1! =I I If I Il I ICI I I=1 I f=1 11=1 11=1 i I I E-1 I f=!!1=1 I I-1 11=1 I i-1 I l -1 I_-1 -1 I Iw I I I- 11=1 f l�l f f=1 I I JI 11w1 11=f 111 I1 'I= 1II © 2004 42140 ARCHITECTURE, INC. C-3 . 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III 1�I 11 I I f 1 1 1 1 1 1 1 1 1 1 _III 1 1 1 !1 1 1 1 III I I I _ I I — — - - — — — — _H '=1 I�I I hI I I-III=III=+++—��� .:.__._,,,�,�,_��,--,�:--���--�I r—ITi----I�1-1 I I—III—!I I—III—III-�I I I--!I I�I I I=�I L—r+�—�''_:•. ..:_.,._ NOTE: 1 . COORDINATE WITH FIRE PROTECTION UNIT A UNIT CONTRACTOR DURING FRAMING RE: PROVISIONS FOR ACCESS TO CONCEALED .l SPACES AND INSTALLATION OF FIRE SPRINKLERS /OR ACCEPTABLE ALTERNATIVE N PROTECTION METHOD. REFER TO DESIGN & a CONSTRUCTION TOOL FOR CONCEALED SPACES, SHEET R003. 2. REFER TO TUNNEL CONSTRUCTION PACKAGE BUILDING 6 Q FOR TUNNEL / GARAGE. BUILDING SECTION 3. ALL ROOF SLOPES REFER TO ROOF PLAN. 4. REFER TO EXTERIOR ELEVATIONS FOR WINDOW AND DOOR LOCATIONS. Q m L l7 N BUILDING 6 -- SECTION UNIT A & A 366 v 1 S G r u• 7 C= © 2004 42140 ARCHITECTURE, INC. 1 1 DRAKE E. RANDAL A533 SIM. .lO1�Nr N 33 ------------------------ - - . 1 i i 1 Cl] w �' w• .. z �~ o.H: HEAVE � A531 TYP. W 2x CLG. C:l JOISTS � Q o po cn o � c 1 V 1 • ROOF FRAMING W Q r VARIES ` ® �� v \ O.H. A531 (RE: STRUC.) W w �i �wwwrwww �www ww UNIT" WALL x BEYOND SOLID WD. 1 Z TIMBERS I rTti O ' A 1—I ®1 A 1�1 RE: ELEV'S 1 1 3 � 04 .4f Omni l4e_ 1 1 DECORATIVE 1 ENG. TRUSS (ROOF SOLID WD. BEAM CLG. 1 (RE: STRUC.) 0 TIMBERS ! 1 FRAMING VARIES. 1 1 RE: STRUC.) 1 A AA 16 DECORATIVE METAL STRAPS T.O. PLATE RE: BUILDING SECTIONS owNE�Insv�orsR --- ___ _ -------_--_ UPPR. LVL - _—_—_—_ UPPR. LVL 41.++w m— — '�"---- VAIL RESORTS =+10'-4" -- - - --- - --- --------------- ---- =+10'-4' - - - - ----- - - ------------- - - --- --- - - - --_ T.O. PLY T.O. PLY T.O. PLY 112 (RE: R.C.P.'S) DEVELOPMENT 12 COMPANY 1 A AVON,COLORADO ® �_2x CLG. FRAM'G 1 . . - _ ARCFffrWc OF lBC= UNIT BEYOND VARIES ® (RE: PLANS) UNIT BEYOND VARIES 1 J {RE: PLANS} 6 A531 rWuow.Caowaao - ® M SMYIANMM 2 1 © WD. SOFFIT DE3IGNARCH[1fiCF ,.�SM— w — — — � 3 A536 I DECKING HARrT�YHOWE�RTON 3 STONE COLUMN ENTRY HEIGHT VARIES 37 w w w w EURQ w 1 L (RE: EXT. ELEV'S) 1 SOLID WD. PURLIN � �� 1 (RE: STRUC.) baMMCALBLECTECALENGDOM E#-R E3NGINBE3B$,ENG 1 Z 0 ; ® I 1 AVON,CMDRADO 1 v 1 DECK 1 1 8 (RE: STRUC.)1 AMNEE3N�,R�G ° w ; ww ww+♦ 1 Mw --- ------ --�— -- - -�----_—_` _ 1 PROJECT NUMBER: 20900.00 T.O. PLY -- --- - - - 1 I - ---- --- 1 1 C75L c ISSUE REVISION DATE '- i t- M 1 T.O. PLY TOP PLATE' a 11 I=1 I E=1 11=111=1 I I=1 11=1 I I=1 I I—I 11_I I I_=111= 06 CONSTDOC 1 1 ® 1 — —`144, -- - -- . . FORPERMU 0&13.04 r♦ , d - Q BLDG.2/CONST. 09.02.04 w- - - - � - 01A - q - ° a ®BLDG.3/CONST. 09.24.04 v —sm d . . d ° ' ' ' :° • ' ®BLDG.4/CONST. 10.11.04 1 1 7 BLDG.5/CONSr. 10.25.04 4 1 1 2x FURRING �-- RE: TUNNEL �6A/7A/8A/9A/10A/li %ftm O CONSTRUCTION FINAL CONST 01.03.05 PACKAGE a 16 ADDENDUM 5 05.16.05 COVERED TERRACE RE: STRUC e 4 T.O. WALL 7 SIM. A53 GARAGE 3 O.H. � ••'•♦ RE: TUNNEL sI _ — I CONSTRUCTION T.O. GRADE 1 PACKAGE 1 RE: CIVIL N 1 1 _ 1 _ _-1 —I1 ,I i I I=1 I I=1 11=111=i BUILDING one—loam — to — — _ — — — I — — _ =�H-I=- =� -� H�_�� , - --- -a_g--------8-- --- - ---T _ �- --------------------- --- --- WALL SECTIONS 4 a = — -1 11=1 I I=1 11 1 I = 1=1 I ICI 11=l I I-1 I F 11=l 11=1 1-111 -1 11=1 ---- I ICI I ICI 11=1 I I 1 i 1=1 11=1 I I I 1 II I I-1 I ICI I If I i=1 11=1 ICI I I-1 I ICI I ICI 11=1 I ICI I I I ! 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OEM ♦ MONROESNBWKL %INC AVON,COLORADO 11042mm i, mcman ■ AVON,COLORADO ♦ ♦ 1 - �■ CIMENGDam YAU.,COLORADO qv —000=41 al E PROJECT NUMBER: 20900.00 - ---------- ----_ ---WIN LEVEL = 0'-�-0" � _ - MAIN LEVEL = 0'-0" - - - - - ----------- T.O. PLYWOOD SUBFLOOR - - -- - - ---�-^- - - - - 1 -�- ------ T.O. PLYWOOD SUBFLOOR -- --�-- -�--- --- --j ------ MUE REVISION DATE 1 _ - 06 CONST DOC ` 1 TUBE STEEL FOR PERMIT 08.13.04 also NOW o� (RE: STRUC.) NOW N A BLDG.2/CONEY. 09.02.04 - ®BLDG.3/CONST. 0924.04 Now 1 _ ABLOG.4/iCONST. 10.1104 _ - / \ fto Ing WEI 10 BLDG.5/CONST. 10.25.04 3 3 AW7A/8A W10A/11 4- 753 • — A753 ( .H,} ` FINALCONST 01A3.05 &ADDENDLIM 5 05.16.05 . 4 l l L 1111 eQ 53 - 7 4f m In I one fool 44 w= _ GRADE - (RE: CIVIL) 1 1 _ _ _ 1 I I-1 I I- - - I-1 I I=111=_ I I I-1 1 1._-11 I-Iii-1 11-1 i --- ------ --_--_ - ----- _ - — - - ---_—_.._.---..__—�_---- -----�-- --------- __._._ —_---._--_ eu:LO� �c r�GAAGE LEVEL -i2'-0" GARAGE LEVEL -12'- 0" WALL SECTIONS ' T.O. 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TRUSS a VARIES a (RE: STRUCT. 1 O - t io I C5 CL a� o UPPR.� LVL -- ------ -_ - - - - - ---- 2* =+10 -4 ��iiiiws iisma a T.O. PLY UPPR. LVL _- =+10'-4" (O.H.) 3 1 T.O. PLY A75 it 3 1 0WNF"EVMDM ��... i VAM RESORTS DECORATIVE WD. I DEVELOPMENT COMPANY TIMBERS IL r r (RE: R.C.P.) AVON,COLORADO --- Zjh MAIN LEVEL EL-t0.0 WINDOW HEAD/SILL DETAILS es,ctRTSCr OPPE00x0 (TOP OF PLYWOOD) RE SHEET A753 ■ Ifu I narw,caomdo s� r DBSW3N ARQwEcr r - 1 HART HOWERTON ! ; I 1+ av7raatc.N�v�ros[c i STONE VENEER a �0NW8&NRWMLENc�aemr VW E FINISH FLOOR AVON. ORAW ' I RE " SEE CIVIL FOR GRADE STRUCTURAL LWN LVL =+o'—o 1 -- T.O. PLY ---__ --_------ � ELEVATION REFEREN�' eBENNG�nJc RE STRUCTURAL ---- - „ CIMEWMM ! ; RE STRUCTURAL T.O. PLY 1►�nVA .trtc r F ! CEILING JOISTS ' MANUrs STEEL STUB I FRAMING KIT. PROJECT NUMBER: 2D900.00 I ! t ' ° 1 ISSUE REVISION DATE 06 CONST DOC ® FOR PRRM[T 08.13.04 ' V-T" MAX ! Q BLDG.2/CONST. 09.0204 ' � ! . STONE VENEER BLDG.3/CONST. 09.2404 • ono ao 0 RE STRUCTURAL BLDG.4/CONST. 10.11.04 to BLDG.5/CONST. 10.25.04 A6A/7A/8A/9A/l0A/11 'ono H o WALL TYPE - - -- 0 RE: A611 FR4AL CONST 01.03.05 ADDENDUM 5 05.16.05 SIM. 4 ! 1 m GRADE 1 i RE: CIVIL 1 a r 1 GRADE 1 I RE: CIVIL A_ LOWER LEVEL EL= -12'-0" --- (TOP OF PLYWOOD) I--I I ITT I I—III---I I ICI I I " I I-EI I I I�I I M 11--ICI -! I I' —1 I F1 I �— I I-�-1 11— I E SHAWL SPACE I I- III-1 ICI [ I f -I T I I-i-I-I T I I I-I I I T 1 I i-T I I T 1 I IC i I f T I I I I I - -1 1 —III—I I 1=1 I I_-1 I 1-=1I_=I BUILDING , WALL SECTIONS! L se Ei .Li ;I I LEI 1 11 I--I I ITT I ITI I ITT I I 1 � WAL�Lo" SECTION UNIT tA�� FIREPLACE WALL SECTION UNIL�B - WALL SECTION UNIT 3tsc � 1/2" = 1'-0" tSCOt.axy 1 © 2004 42140 ARCHITECTURE, INC. I y� pF Cole E. RAND L '+ter rr�wriwwrrrrrrrr � A531 .JOHN N 1 DRAKE, TYP. ` .. �. .�.. 33 S 1 1 0EAVE, TYP. f � A533 f 1 OEM I f f 1 f f f f f w f f f f W r NON I 0 j ® 4 / \ ROOF FRAMING VARIES I / \ (RE: STRUC.) 7 . V A712 CEILING FRAMING VARIESy \ ` (RE: R.C.P. FOR HEIGHT) j � V o UNIT BEYOND VARIES ROOF FRAMING VARIES 0 (RE: PLANS) (RE: STRUC. AND ROOF PLAN) CEILING FRAMING (RE: R.C.P. FOR HEIGHT) UPPER LEVEL = +10'-4" T.O. PLY — UPPER LEVEL = +10'-4" FRENCH BALCONY T.O. PLY 7 (RE: DETAIL 2/A532 SIM.) A71 OWNMUDEMOM f 1 VAM RESORTS an ON 1 1 1 1 � 1 � � DEVELOPMENT 0 3 L/ , coNrnrnANY 753 NOTE: FOR WINDOW SILL & AVON,COLORADO NOTE: FOR WINDOW SILL & HEAD HEIGHTS REFER TO HEAD HEIGHTS REFER TO EXTERIOR ELEVATIONS © "gC' TOP1t1®0 EXTERIOR ELEVATIONS WINDOW TAGS WINDOW TAGS IVA GUARDRAIL DESIGN 1 (O.H.) SIM. F \ VARIES (RE: EXT. ELEV`S) V 7 / '.r ! an r s..m A536 Colorado 753 \ (RE:K 2/A532) MASTER PLANNER f 1 1 1 f DEIGN ARCN[PBGT f HAR T HOWEL ON 5 FINISH FLOOR +3': 2 .. .. 1 FINISH FLOOR +3� a[aQVROSAVON,COLORADO Dc (RE: CIVIL) 1 (RE: CIVIL) MCHANXALMC11ucALBI DEEEt M MAIN LEVEL = +0'-0" � — -- BaNG>x��xs,nsc AVON,COLORADO T.O. PLY — MAIN LEVEL = +0'-0� � T.O. PLY MOM ENGI EMM,INC. FI VAn GOLOAADO i.L 88888—.. J1 ° e ♦ I 1 PROJECT NUMBER 2090.00 ♦ ` ISSUE REVISION DATE rw � r a.r 07 BLDG.2/CONST. 09.0204 BLDG 4/CONST. 10.11.04 NOTE: REFER TO FLOOR — PLANS FOR WALL TYPES BLDG..5/CO ,_10ZS04. e A753 A6A/7A/&VW10A/11 .• . FINAL CONST 01.03.05 • 16 ADDENDUM 5 05-16-05 T.O. WALL — EA"7 GRADE -(RE: CIVIL) _ GRADE VARIES 40P - (RE: CIVIL) •. -° 1 CONCRETE TERRACE - 1 (SLOPE TO DRAIN) - • III III-I I l=1 I I=1 I I=11 1;1 1 =F-1 I I- IEEE_ 1 - X111=_- -'R -121_0" - - - 12'-0 n n. a I1 I I-1 I 1=11 CRAWL $PACE I i I-I ! 1=1 11=III-__ -I 11=1 I I=! I I� ALL SECTIONS _ ---- I III=1 I I=111=1 11=1 I I=1 I I=111=1 I I=1 l i=1 I I=III__.-1 11_-111=1 ! I=1 I I=1 11=III;.I III-111^I I I�l l 1�1 111 111 I l=1 I ' 1 i= I=1 11=1 11=i 1 I-1 11=111=III_-i11=111=1 11 111=1 11=1 I l�l 11=1II�1 11=111=1 I I�1111 11=1 11-1 I I=1 l 1�1 I I-1 I �� 1=1 I I=111=1II.--1 11-1 I ICI I I-1 i 1=1!1=1 ! 1=1 11=III=I I I-1 I ICI 11=111=IIl�I f 1=1 I I� I I I-1 I I-1 I ICI 11-111-11 Iwl L - 111=111=1 C 1=1 l 1=111=1!1=111=1 11=I 11=l ! 1�1 11=1 ! 11 11=l l ICI 1 1=111=1 I I=111, l=1!!_ _11 1 11=1 i 1_ II=111=1 11- 1=III=1!1=1 11=1 11=I 11=I 11=111=1 11=1 11=III=111=1 11=1 i 1=1 11=1 I I;! I I�� f � Ill, ,1 ;1 111�!,II I I1,I 111- I IIII 11=1 I I 1 ! 1=111=1 ! 1=1!1=I 11 — A416 WALL SECTION ® WALL SECTIO B N UNIT 2 1/2" = V-0" ZSWI.dwg ,�z•, ,'-Q" 2SC4'.dwQ I ® 2004 42140 ARCHITECTURE, INC. ® S SIM. UNIT BEYOND 33 O.H. E. R,ANDA.L 1 1 4 JOHNS 1 mil' �G s 1 1 I I 1 r. . PLY - �% 1 ftiiiiiiiiii i W 11im ... ...NORM I . —tL ARCH :OCCURS AT 1 RIDGE HEfGHT SOME BUILDING Zj o (RE: .ELEV. AND RCP) - `- , W � 33 Im 2 A533 � i � A533 OPNG. OCCURS 1 W CJ] i� ELEV.) . I ENTRY PORCH I I 8101 � 1 I O W Q Willi STONE EIGHT VARIES _ — — —— ——— • (RE: ELEV.) 33 I f n I I C3 W JL A53, z goo 1111111, 0 7. -- =1 UNIT BEYOND (VARIES) V --I 1=1 I RE: PLANS I I I__.__I I El I F I F-� — _ - - D � _ _ =1 I I=1 I I 11 Ed I F1 I F�. Ll =1 11=1 11=111 1 I 1=1 I I`l I I=— I I F v ily p D D v OWNnMHVRWM V D VAIL RESOR'T'S DEVELOPMENT COMPANY PA��j AL WALL SECTION UNIT B AVON,COLORADO 2sC01.dwg AfIC}if£)#GTOPREOOxD 2 I , �, ® 6 A ■ 1 SIM. .. —— — .� I Denver,Cakn& I 1 MAS EXPIANNPx A533 & DHSIGNARCHrrC!' -4.4L' 4 p T. PLY — — � HART HOWERTON 1 1 l ram Yoxic,NWIRMW r c 1 1 1 1 I MUMMAL ENCA 4BM 1 1 n OMME&NEWSa.»0fi= RW 1 1 R AVON.COIl7$AUO I I AVON,COUXAUO 1 UPP",R LEVEL = +10'---4" crimE„ T.O. PLY 18 ALPM ENGDOW +FG DW- 1,A53 VAH,GOLOFwo — - - ' PROJECT NUMBER: 2090000 OPEN 3 ® ISSUE REVISION DATE A7,,2 REC CIVIL IES) 1 17— 7 07 BLDG 2/CONST. 09.02.04 A532 Q BLDG 4/CONST. 10.11.04 BEAM (RE: STRUC.) 4f io BLDG 5/CONST. 10.25.04 STUCCO /� ENTRY PORCH I ` I _ L�6A/7A/8A/9A/IWII OPNG OCCURS I - - - - 1 FINAL CONST 41.03.05 810, (RE: EXT. = 1=1 11=1 I M I 1=1 11=I = - - _ I I 1 . � ELEV.) � i � 1 16 ADDENDUM 5 05.16.05 x I ENTRY DOOR =1 I I=1 11-1 11=1 11EM 11=1 I M I_--_.__I I M I 1=1 111 I I 1 o J I (RE: A7, ,, l�1__I I _ 4 _ �I11- I — — �-- — — — - - _ SIM. -11 =11=I I ICI 11-1 I I-I ICI I I-I 11=i I ICI I ICI 1 I-1 I I-1 I ICI I I�1 I ITI I -III " 1 III-1 I I-1 I I-1 11-11 I-1 I I=1 I I-1 11A I H I M I I-1 111 I ICI 11- I I-1 I I ! ICI ----- — -1 i LEI I ICI 11=1 111 ! I-1 I I1 1=i 111 I ICI 1 1- 11 ICI I-=1 -- 11 FINISH FLOOR +3" — — — — --aE (RE: CIVIL) - 4 a 4 — MAIN LEVEL = +0'--0" . a _ — T.O. PLY a -----� Ed — — — � �I 11=1 I l=1 I I=111=1 f 1 11 I 111=1 I I= RE: TUNNEL ONS a I PACKAGE - mf d =410 4 11� v o WALL SECTIONS a d ao RE: TUNNEL CONST. LF PACKAGE PA A417 ��j AL WALL SECTION UNIT B WALL SECTION UNIT B /z" @ 2004 42140 ARCHITECTURE, INC. fif col E. RAN L .JOHN N EA A Sim. 1 (O.N.) LLU f I I I j L Ll U) _LL 0 W la j c� A ° ROOF BEYOND IM4 A BEM . . . .. . . (RE- STRUC.) f (O.H.) Lim?- ivi OWNERIDEVMOM T.O. PLY VAIL RESORTS DEVELOPMENT =moo COMPANY AVON,COLORADO ............ A SOLID WD. BEAMS I. . , (RE. STRUC.) Domler.Colorado TO SKI TO UTILITY MASTERPL►NNER CLOSET DESIGNARCAUrECr HOWERTON HART A YORK STONE TERRACE----\ (RE' LANDSCAPE) STRUMMALENGRaffIR hI0NRM&NEWML9AX;DqElIRZ%UqC m AVON.COLORADO MAIN IVI -+CV–w l0X3VMCALZLZCrRr_&LENGDR%IR "T T.O. PLY WRENGDMMF,]W AVM,COLORADO f I �f I ff f !�f 11=f f=f ICI i f=f I f=i I f=f i�f I f=f I � i I f-f I f=f I I CVMMUMEM VAJI:,COUGLADD PROJECT NUMBER: 20900.00 Ass.A i MUIR REVISION DATE 08 BLDG.3/COWr. 09.2404 A BLDG.4/CONW. 10.1104 10 BLDG.5/C0NSr. 10.25.04 A6A/7A/8A/WIOA/11 FINAL CONST 01.03.05 (RE. TUNNEL CONSTRUCTION PACKAGE) 16 ADDENDUM 5 05.16.05 q_$WE LVI T.O. M-Y A 0C> I 11,I.—III I I lEl I M I FE1 I M I I I=111=1 I El I El I la I I I 11—III--I I F1 I [Ed 11=1 11=1 I M M 11-1 I 1= iEl III= I I=] I 1=1 I I d BUILDING WALL SECTIONS 1 II_ 1 =71`1 1-1 I !—{ I !-III___I 11- ~I p Q ° b °p p �I I I I I FEI I IE] I El I lEl I I IEE I FA 111-1 I Ml I IE�l 11E1 I F 1: 11 I�A I lEd I E_d I M I IEEI A A418 nWALL SECTION (TWITT A) ('__,�WALL SECTION (UNIT A) 2004 42140 ARC41TECTURE. INC. tf cot htia DO E. RAN 1- JOH N 2` h a �a� INTERIOR CORNER REINFORCEMENT OUT5IDE CORNER REINFORCE AENT SNOWMELT SUPPLY do STEP I MIN. C 3 RETURN (SEE NOTES 1&2) STEP I WE TYP. Pik STAINLESS STEEL BAND CLAMP UNCURED NEOPRENE FLASHING -- �` (SEE NOTE #3) I.R. NEW 2` HIGH CONC. CURB. CLEAN 10 40 dt ROUGHEN TOP OF CONC. SLAB ` DOWEL EPDXIED INTO CONC Q PRIOR TO PLACEMENT f ^� t t PRIOR TO IN5TALLATION OF W.P. HORIZONTAL WA TERPROOFING �L ' . ` � ` RE:STRUCT DWGS W MEMBRANE (SEE NOTE 4) D>=rw1"WATERPROOFING AROUND DOWEL PENETRATION ^ 1 PROTECTION , WATERPROOFING MEMBRANE " 5TEF 2 w • a COCRETE WAIL OR 5LA5 _ 9 � - .. • . -A N Q 'a '' • 5TEF 2 O t 4 �! i� �I •� C.I.P. OR PRECAST CONC. SLAB d -. - �Tti FIRE—RATED CAULKING MATERIAL -� ' 1 i t d a 4 4 1� hw 4 !] #+rt Luj NOTES: t a Q A ° w O I. PIPES SHALL BE COPPER, POLYETHYLENE TUBING SHALL NOT - .°� � - � • " a -� - - a- 4- a BE USED FOR PENETRATION. -� O 2. MAX. OPERATING TEMP. - 1 WF; MAX- TEMP. ALL CONDITIONS 9 BO'F. 3. REFER TO MANUFACTURER'S DETAILS FOR ADDITIONAL INFORMATION. ° 4- OTHER LAYERS OF HORIZONTAL WPM SYSTEM NOT SHOW FOR CLARITY_ A v SEE 'TYPICAL DETAILS SHEET Asm ALL OTHER DETAILS OF HORIZONTAL do 5TIr 3 C.OMPLET&Y=A1'5ULATE ALL DMOSM REINFORCING 51V 3 COY ENCAP51AATE ALL EVUM REVOKING VERTICAL TRANSITIONS APPLY PER MANUFACTURER'S DETAILS. WCTH A TOP COATING OF HOT-MMED Wr. Wnb ATOP COATING Or Ii0T4M=W'. NO IONFORCING 51•IDULD BE LOT Oi MM OVE NOIT. NO REINIx WNG 5HOW 1E LIFT EXPO: W OVERNI&IT. owtaKK�avmorslt VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCKKKTB[1'o�Itt�ao�D F P N ET TI DETAIL D O N R O C NG ETAILS �03 O PE T ON DETAILS NO � FA / ■ it, =SIGN tju3ur= HART I HOWERTON NIMTORK.NEWYORK STRUCTURAL ENGDOM ucNpjOB&NKIWRLL 14TR3IIVIKKKR9,Rw AVON,COL RADO AUUMM CAL SLISCMUCAL�,p� HOT APPLIED WP UNCURED NEOPRENE N4&W4GQft=,lAC REINFORCEMENT ° 4 PLANTER WAIL OR CURB HOT-APPLIED W.P. AVON,rotaRADO UNCURED NEOPRENE FLRgHING c1VKK m4Gu4m Q ALP=EMINSER24G.KNc a•4 CONTINUE PROTECTION VAU,COLORADO HOT-APPLIED WP g" '' a BOARD#DRAINAGE MAT MR. 4 e 4d , PLANTER WALL_UOR CURB PROJECT NUMBER: 24900.0() a 4 a . FOUNDATION WALL TO a FOOTING#DECK a .• 4 a ISSUE REVISION DATE DRAINAGE MAT a 4 4 ° JOINT IN DECK--- RE:5TR1lCT ° 04 CONST DOC 46M1N. EXTSE`ND HOT-APPLIED W.P. FOR PERMIT 07.23:04 REINFORCEMENT STRUCTURAL AND CONSTRUCTION,JOINTS DOWN UPPER PORTION 16 to ° DtTAIL WATERPROOFING 05/06 CONSTDOC NOT REQUIRED AT SHRINKAGE CRACKS #AT ALL CHANGE5- OF WALL FACE TO MEMBRANE AROUND REBAR ROUGH CONCRf?TE >1/1 G" # <1/4' IN IN-PLANE ENCAPSULATE THE d Q FOR PERMIT 08.1304 OK CRACK5 UP TO WIDTH CCW 711-90 SHEET w <f �BG.2/CONST. 09.0204 -40 BAR FOR PLANTER WALL BLDG.CLEAN SURFACE OF W.P., 4 PRIME#INSTALL SHEET OF WALL/CURB TO DECK 08 BLDG 3/CONST. 09.244L604 Q CCW 711-90 12' MIN ONTO 4 SPRAY-APPLIED W.P.AND 09 BLDG.4/CONST. 10.11.04 d UNCURED NEOPRENE UNCURED NEOPRENE 9' MIN PAST JOINT IN DECK 10 BLDG.5/CONST. 10.25.04 Q FLASHING 7 _ FLASHING SPRAY APPLIED W.P. 5B FMALCONST 01.43.05 -4 a EXTENDED TO WITHIN CONDUIT OR ° a 3' OF TOP OF WALL. a 6A/7A/SA/9A/i0A/11 PIPE LESS PIPENENT GREATER THAN OR THAN I Ar EQUAL TO f' 0 a4 4 EMBED 6'WIDE FABRIC 4 ° FINAL CONST 01.03-05 . ° 4 d " a 4' REINFORCEMENT SHEET d 16 ADDENDUM 5 05.16.05 ' _ B'1"WN 2-30 MIL. LAYERS NOTE-5. 50ME PIPE MATEMAL5 (COPFTR, BRASS) MAY REQUIRE Ro"rNINC-�5ANDING. a °• � ' -° . 4 4 . _ d � OF SPIsAY APPLJI=D W.P. ° ' 4 IN ADDITION TO PRIMING Wf5UKFACE CONDITIONER, FOR PROPER ADHESION OF WATERPROOFING. - METAL PIPES MUST BE FREE OF ALL OIL AND RUST. PROTECTION BOARD NOT SHOWN FOR CLARITY. 4 ° EXPANSION JOINT5 UP TO 1`IN EXPANSION JOINT5 I TO 2'IN A I I WIDTH AND MAX. 50%TOTAL WIDTH AND MAX. 50%TOTAL MOVEMENT ANTICIPATIrD MOVEMENT ANTICLPATEC} WATERPROOFING DETAILS TYPICAL E TYP CON U T/PIPE PEN ON DETAIL C IC SATE PR O LNG D AILS MO T REROOFING ETAILS Nom A► = A505 __j (c3 2004 42140 ARCHITECTURE. INC. of cola9� FOR TRANSITION DETAIL AT FOR TRANSITION DETAIL AT RESIDENTIAL WALLS bW ABOVE L TUNNEL N RE: D/A511 EXT WALL SHEATHING RESIDENTIAL WALLS A8C VE E. RAN TUNNEL ti RE: F/A511 JOH N sl _ STUCCO FINISH SUB-SILL FLASHING W/ RE: WALL SECTIONS DDAMS ARIP END & SPECIFICATIONS LAP BLDG FELT PAPER OVER LEADING EDGE OF BITUTHANE SHEET W.P. SEALANT AND FLASHING SPRAY-APPLIED W.P. EXTEND BITUTHENE SHEET V J W.P. UNDER SUB-SILL FLASHING ALL FASTENERS FOR DRIP QUID MEMBRANE O O LM3000 EDGE,BFLAS S ALLEDETT SSF ALL STONE VENEER V 3' MIN DOWN FACE OF WALL SHEET W.P. SOLVENT WIPE FACE OF a a SPRAY-APPLIED W.P. PRIOR COPPER FLASHING SET 3 ? TO INSTALLATION OF SHEET W.P. 4 d IN CONT SEALANT BED COPPER FLASHING SET d IN CONT SEALANT BED _ GRADE - RE: CIVIL ° STONE VENEER In d CONC FDN _ a- Iz ul a RE: STRUCTW z F"I AT WALL BEYOND WINDOW SET BITUTHENE SHEET W.P. S 4 ° 14 EXTEND SHEET W.P. 12" MIN IN BED OF LM3000 LIQUID m o 4- d , ABOVE STONE VENEER. MEMBRANE EXTENDED 3 MIN o z — a a THREADED ROD ANCHORS Q BTTUTHENE SHEET W.P. LAP FELT PAPER 6 MIN OVER EACH SIDE OF JOINT BTWN z :x EPDXIED INTO FDN WALL SHEET W.P. TYP CONC AND WOOD FRAMING'R PRIOR TO INSTALLATION OF W.P. - RE: STRUCT r••I It � d 4 W � • SET BITUTHENE SHEET W.P. — FTC k __= — F�■1 IN BED OF LM3000 LIQUID � - MEMBRANE EXTENDED 3" MIN ° a 4 STONE VENEER ° • I a 4 x 4 EACH SIDE OF JOINT BTYIfN - a• - a a a I I # d � - n - - CONC AND WOOD FRAMING a 4 a 3 d DETAIL W.P. AROUND ROD CONT 36" WIDE STRIP OF - 4 . 3 w a.. PROTECT EXPOSED THREADS z a BITUTHENE SHEET W.P. a w z I I BEYOND FACE OF ANGLE TO O °d APPLIED DIRECTLY OVER _ W az a KEEP CLEAN & FREE OF W.P. 0-4 GRADE N RE: CIVIL . 4 . - SPRAY-APPLIED W.P. AND a- a 4 tn !k APPLY CONT SHEET W.P. OVER n a ° a ° EXTENDED 12" UP ONTO 4 w y. ANGLE a. LE AN EXTEND 4 MIN a EXTERIOR WALL SHEATHING a i a ONTO SPRAY APPLIED W.P. EXTEND SHEET W.P. 'a 4' 4" MIN AT SEAMS ° x a 12" MIN DOWN ONTO - - - SPRAY-APPLIED W.P. .d. - a a d 4 m 0 - . ° a - FACE OF HOT APPLIED W.P. EXTENDED TO TOP OF z LEDGER ANGLE INSTALLED —I CONC FDN WALL z AFTER W.P. N RE: STRUCT HOT-APPLIED W.P. ' ® PAINT ANGLE W/ TWO COATS OF PREMIUM ALKYD ENAMEL if a PRIOR TO INSTALLATION N TYP • oMamAD8M.orM TERMINATE RIGID INSUL VAIL RESORTS AND DRAINAGE MAT AT BOTTOM OF ANGLE DEVELOPMENT W.P. SHALL BE CONT FULL HEIGHT OF WALL COMPANY AVON,COLORADO ARCHSECP aarxxca m F W.P� A U S E WINDOW D • .F•M• AT W TR NS IO M. T GER G IN IOU L-SHAPED CAPPER FLASHING r�►srsR 2" X 5" WITH 1/2- HEM A DIRECTED AWAY FROM FACE OF W.P. ® nas�H ARC mm= = BURN--OFF POLY SHEET FILLET HEAD OF SEALANT FACING ON SHEET MEMBRANE CRAWL PACE 1E-IART}HKmmyow N PRIOR TO SETTING THRESHOLD AREA TO BE PROTECTEE' a iaswxauSiaawxaxsc WITH HOT-APPLIED W.P UNTIL I a d BACKER ROD AND SEALANT EXTERIOR WALL OF RESIDENCE IS CONSTRU ;TED. 2" RIGID INSULATION OVER d° IF RESIDENCE IS CONS"#RUCTED I D$ .� WATERPROOFING SYSTEM AWN,CCLCPAW DOOR THRESHOLD RESIDENCE AT TUNNEL WITH TUNNEL, ELIMINATT WATERPROOFING - - - SET IN BED OF MORTAR TO BE PROTECTED WITH FROM AREA INDICATED _HUS: a a CONT TERMINATION BAR AN�B.scr�u MOnaaM _I 4 rt a ssacDa ms.INC HOT-APPLIED W.P. a AVO�I,CgLg1tAD0 PAVERS INDICATED THUS: . ° a CONC FDN WALL PROVIDE END DAMS IN EXTEND SPRAY-APPLIED RE: FDN �ILBNG24M SHEET MEMBRANE ° d WP & DRAINAGE MAT TO ALrM3Mn4c- AT JAMB CONDITION -_ Q= x,,,,�„COLCRADO SETTING BED AND TURN UP INTERIOR BOTTOM OF FOOTING n n VAPOR BARRIER SEALED EDGE a . a INTERIOR OF RESIDENCE q a TO FDN WAIL — TYP d EMBED B" WIDE FABRIC PROJECr NUMBER- 209000.00 REINFORCEMENT SHEET PROVIDE CONT INSUL 8D BETWEEN 2-30 MIL ° OVER VAPOR BARRIERS REVISION DATE EXTERIOR OF RESIDENCE SEAL CONSTRUCTION Jc NT LAYERS WP MEMBRANE d d 4 TO PREVENT DAMAGE OVER TUNNEL CONST a ° : . coNsrDOc 33 a a a %O 4 ° a �... �• = a I I FOR PERMIT 08.13604 . w J _ a FRAMING RE: STRUCT 4 °. a 4 Q a ,I- I i ° 4 0 I I II. I _ &BIDG 2/ CONST. (90204 a Z 3/�NSr 09.2404 C 4 4 a OS BLDG. 4 ° G.4/CONST. 10.11.04 10 BLDG.5/CONT. 10.204 j 0 EXTEND BITUTHENE SHEET EXTERIOR W ALL OF RES DEN C E z -N W.P. UNDER THRESHOLD BEYOND TUNNEL TO BE PROTECTED WITH W7A/ A9 A/lA11 AND SET IN BED OF LM30W LIQUID MEBRN E N SPRAY-APPLIED W.P. IN)ICATD THUS: FINAL CONST 01.0305 ED B OF LIQUID MEMBRANE N a : 4 ' `� e 4 - d a TO EXTEND DOWN FACE n ° d 16 ADDENDUM 5 05.1b.05 I 4 OF WALL OVER FOUNDATION TUNNEL DECK TO BE PROTECTED / 4 a °. . . _ - a -. ° = WALL W.P. WITH HOT-APPLIED W.P. a a =d �4--4 FOR ADDITIONAL INFORMATION ' a d I a a RE: TUNNEL W.P. DETAILS ° a e LAP SPRAY-APPLIED W.F . d . . 4 ° SOIL FILL N RE: CIVIL FOUNDATION WALL OF 12" MIN. ONTO EXPOSEL HOT-APPLIED ° a 4 4 a AND LANDSCAPE DWGS ES 4a ' RESIDENCE N RE: STRL W.P. (SOLVENT CLEAN SJRFAC PRIOR ° v• a ad a d 4 : a TO INSTALLATION OF LAP). REMOVE PROTECTION BOARD a FROM SURFACE OF FOUNDATION WALL OF T JNNEL a d a FOUNDATION W.P.. SOLVENT - - OO d a 4 d TO BE PROTECTED WITH O O - •c a -•. a - - a - � • WIPE, AND LAP BITUTHENE EXTEND SPRAY APPLIED W.P. SPRAY APPLIED W.P. IN ACATED 0 SHEET W.P. ONTO FOUNDATION 12" MIN ONTO HOT APPLIED W.P. THUS: WALL W.P. 12" MIN. ` O FOR ADDITIONAL .INFORM OON L FOR CRAWL SPACE RE: TUNNEL W.P. DETAIL S UNDERDRAIN SYSTEM ATER P R00 FFI N G DRAINAGE MAT AND PERIMETER DRAIN IN RE: CIVIL DETAILS RIGID INSULATION FREE DRAINING GRAVEL PARTIAL PLAN & WRAPPED IN FILTER CONC FOOTING FABRIC — RE: CIVIL RE: STRUCT RESIDENCES E W.P. • AT TUNNEL SIDE DOOR THRESHOLD C W.P•M RESIDENTIAL TIE—IN TO TUNNEL -- PLAN VIEW A W P.M. TER INA ION AT FTG A51 I ® 2004 42140 ARCHITECTURE, INC. Colo�� LAP FELT PAPER OVER FLASHING E. RANDAL J!.OH DIN ENCAPSULATE END DAM STUCCO w/ CONT WEEP SCREED IN HOT—APPLIED W.P. EXTEND HOT—APPLIED� = W.P. MIN 8" ABOVE FIN COPPER FLASHING W/ HEMMED f N FOR ADDITIONAL INFORMATIOA EDGE SET IN CONT SEALANT FLR ELEV OF TERRACE COPPER END DAM RE: B/A512 BEAD ON TERRACE PAVERS Z RIVET & SOLDER ALL JOINTS WATER TIGHT �o TERRACE PAVERS OVER ® UNCURRED NEOPRENE '-s TERRACE PAVERS SEATING BED AND CONC TOPPING SLAB FLASHING EMBEDDED PROVIDE BACKER ROD IN HOT—APPLIED W.P. CONT FACIA TRIM BOARD AND SEALANT AT LAP FELT PAPER SLOPE TERMINATIONS OVER W.P. fi" TO DISSIMILAR - MIN .. N - ��}N'•i'� kf7: �':.►�-�•C'+-. MATERIALS, TYP. «--►� a, Z o STONE VENEER END DAM ISOMETRIC ,.« �� :,...�-w, .•4.:..:... «. W �.. USE HOT `.. : ,' �:,.:S.' •'• . !- '- .A....:•f ti. + . ,. r •.? '+ `} —APPLIED W.P. TO .-.4 a d a - - ° A EXTEND HOT—APPLIED W.P. STRIP—IN GUTTER FLANGE INTO 4 4 C MIN 8' ABOVE FIN FLR ELEV HORIZ DECK MEMBRANE DRAINAGE MAT — TERMINATE A OF TERRACE LAP 4" MIN ONTO DECK W.P. AND 26 MIN OVER VERT FACE AT VERT FACE OF WALL H e� -%"x,%X8" HIGH OF GUTTER TYP Va fl -- W O — — COPPER END DAM N TYP HOT—APPLIED W.P. AT TERRACE DECK EDGE { UNCURED NEOPRENE FLASHING MEMBRANE REINFORCED AT ALL JOINTS IN EMBEDDED IN HOT—APPLIED W.P. ? AT SUBSTRATE 4 BACKER ROD & SEALANT IN, TONGUE AND GROOVE W e� CL 1 PLYWOOD DECKING RE: STRUCT 4 ��- }r'` ' '``•• TERRACE PAVERS OVER , 1 a SETTING BED AND CONC 4 ' TOPPING SLAB W DRAINAGE MAT M 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 owmaKmEm-om PLYWOOD SHEATHING OVER RECEIVE WP MEMBRANE VAIL RESORTS WOOD FRAMING N RE: STRUCT DEVELOPMENT COMPANY AVON,COLORADO anaa:r=CfFJ 0M F T R CE W AT ST OM M L U M N T CE W.P.M. AT P N GE A TE E T ES M WALL [oil NOTE: SHOULD CONNECTION OF WOOD RAILING VARY FROM WHAT IS SHOWN HEREIN. CONTACT WP CONSULTANT assume TO CONFIRM WP INSTALLATION DOOR THRESHOLD SET IN HART HOWERTON CONT BEAD OF SEALANT 3/4" WOOD RAILING POST (NOT SHOWN FOR CLARITY) NBWYCWN1lWY0PZ COW SAWCUT REGLET IN L SHAPED COPPER FLASHING STslx7 near.mac N m a RAILING POST W/ BACKER ROD & 2"x5' WITH ho HEM "DIRECTED acowos&mw m m4Gma" s,we SET SHEET W.P. INTO CONT. BED A90D',CUR.. MIInO SEALANT AWAY FROM FACE OF W.P. OF LM3000 LIQUID MEMBRANE — SCHCHMICALEL -flur LINGWER LIQUID MEMBRANE TO COVER FULL x-R�,w STONE VENEER 1 B-IN. ASPHALTIC PROTECTION BE ARD WRAPPED UNDER SHEET OLD HEIGHT OF WOOD BLOCKING �'VO�'''`O''O""DO COPPER FLASHING — COUNTER HEI 1 & TURNED VERT O JAMBS MIL� . I & SEAL. ALL VERTICAL JOINTS N H �A LAP FELT PAPER TO CREATE END DAMS — TYP FIN FLR OF RESIDENCE ven.cowaAoo OVER BITUTHENE LOWER END AS SHOWN N SHEET W.P. M 6" MIN PROVIDE SNAP CLIP AS—SHOWN TO BACKER ROD AND SEALANT ANCHOR METAL INTO REGI ET PROJECT`NUMBEI: 2D9MOD ' c - SPRAY—APPLIED W.P. BACKER ROD & SEALANT TERRACE PAS ERS OVER PATIO SLAB RE: STRUCT 4 SETTING BED AND 4 CONE 36" WIDE STRIP OF _ s ;-..• -., .�. .•.. CONC TOPPR G SLAB isSUS REVISaoN HATE ° BITUTHENE SHEET W.P. �..�.~ ° a . - APPLIED DIRECTLY OVER DRAINAGE M�T — TERMINATE o� coNST noc ° SPRAY—APPLIED W.P. AND „ ° AT VERT FAC E OF POST 4 n EXTENDED 12' UP ONTO -4 . FOR PERMIT oe.13 04 44 - a °_ a EXTERIOR WALL SHEATHING BLDG.2/CONSI: 09.0204 a d °• LAP 4 MIN AT SEAMS ° HOT—APPUEE� W.P. MEMBRANE - I I I I I OB BLDG.3/CON51: 09.24A4 REINFORCED AT ALL JOINTS a ° CONC FDN WALL 09 BLDG.4/CONST. 10.11.04 SOLVENT WIPE FACE OF IN PLYwooO suesTRATE N — a RE: STRUCT CONC PEDESTAL FDN a - � a° � . � - SPRAY—APPLIED W.P. PRIOR i —III I I .a RE: STRUCT 4 - TO INSTALLATION OF SHEET W.P. EXTEND 4 VIN ABOVE FIN FL ° io BLDG.S/CONST. lo.2s o4 L BACKER ROD & SEaN ELEV OF TEF RACE PAVERS EXPANSION JOINT MAT'L 6A/7A/ AA 1Ali a SHOWN FOR CLARITY 4 ° ° a ° PATIO SLAB RE: D/A512 TONGUE do t ROOVE R 4 FINAL CONST 01.03.05 ° RE: STRUCT PLYWOOD DE:KtNG REMOVE PROTECTION BOARD N ° RE: STRUCT FROM SURFACE OF FDN W.P. I I I 4 16 ADDFETDUM 5 05.16.05 SOLVENT WIPE, AND LAP —_ a ' a THREADED ROD ANCHORS a° -a BIIUI'HENE SHEET W.P. ONTO —I EPDXIED INTO FDN WALL 4 a a FDN WALL W.P. 12" MIN OF W.P. N RE: ST ° PRIOR TO INSTALLATION c a UNCURED NEOPRENE FLASHING STRUCT � - - _ � -- ° � 4 a RE: STRUCT TYPICAL 3 S DES � OMIT' DRAINAGE MAT EXTERIOR FA.E OF POST a ° 4 dN � d - ° RIGID INSULATION DETAIL W.P. AROUND ROD a 4 PROTECT EXPOSED THREADS 4 .. BEYOND FACE OF ANGLE TO KEEP CLEAN de FREE OF W.P. °- OS WATERPROOFING 4 DOWN FACE FDN& OVER LEDGER- DETAILS AFTER Q"- ;��� RESIDENCES PAINT ANGLE W/ TWO COATS OF PREMIUM ALKYD ENAMEL PRIOR TO INSTALLATION — TYP W.P, . AT STONE -COLUMN SE rr"7 TERRACE W.P.M AT RAILING POST A DN W.P.M. AT T SHOL WALL A E .r- It-� A512 GRID GRID 2004 42140 ARCHITECTURE, INC- NOTE: BAY WINDOW ® �� C p j��� OCCURS A SOME B l'-6 WOOD RAILING ASSEMBLY, ,�Q• QO I 9" SEE DTL UNITS ONLY. (RE: . 2/A532 � L FLOOR PLANS) E. RAND JOHN N GRID y 8X8 WOOD NEWEL POST. LAG �.. Fvi \ o`� SCREW To WALL STUDS w/ �f En AR���1 I I I N M o (2) 1 "O x 12", TOP & BOTT. I ! I ,.. _ .�Q I �' I STONE CAP I 2 I ! COPPER FLASHING W/ HEMMED DRIP EDGE, OVER r� STONE TERRACE 71 ® I I EQ. EQ.1 k . SHEET WATERPROOFING SET V J (RE: LANDSCAPE) 1 ® I I -11 IN LIQUID MEMBRANE BED. W I I ENTRY I - _ I I /� I SEE 1/A512 FOR SIM. ® APPLICATION. V 3DETAIL OCCURS AT 2 BAY WINDOWS ON z NORTH WALL ONLY 2z" X 7" STONE CAP. 0 — I NSEWELEPOSTS) BETWEEN I I OPENING ABV., C) �>�"III CEDAR GUARDRAIL AND - I WHERE OCCURS ENLARGED BAY WINDOW (2) A" RIM BOARD 0=01 DECORATIVE BALUSTERS 1 RE: EXT. ELEV'S (RE: ELEVATIONS FOR a { 4 FLOOR ABOVE I { ) 1/2" = ,•-D" (WHERE OCCURS) A—DT-17.dwg 0 0 fD GUARDRAIL TYPE) Lj I ® I A7f2 .� �...` I 6 6 X 12" FIR TIMBER, r I I A533 I W/ xt x 8 LAG _O MAIN LEVEL 0'-0" A ! ♦ SCREWS AT 2'--O"o.c., O In T.O. PLYWOOD S FLOOR OPENING ABV , �r 1 --- ---� --- " RECESS & PLUG ` V ! _ WHERE OCC 2 -1 (RE: EXT. E S} I L - All - _ _ - - 1 WOOD TRIM, RE: DOOR I�■� �� 0 E I CE STONE" + 1 1 HEAD DTL. 3/A753 ' -I COPPER GUTTER W/ rn I B�NC .. o _ ,. 2'-7 " 4'_4 " 1 - AHEAT TRACE Ks � g" 1` 1�" 1'-g" 1 � WOOD TRIM, WHERE 3/A532 , I ! I FRENCH BALCONY DETAIL 2x WOOD TRIM A u I I OCCURS 7 ," _ V-0" 1SC01.dwg `z RE: EXT. ELEV. � - " i � � ^ s i ...�� V `° ® I ONE PIECE STONE 6'--4" I•I ! _ \7 N A I - -- - - - - _ _SELL TYP- - - - - WOOD RAILING ASSEMBLY, ha _I I SEE DTL 2/A532 ORNAMENTAL TIMBER - - - - w - - - - - BALUSTER DESIGN VARIES, 7 BRACKET SEE SLAG ELEVATIONS & PATIO IX 0RS "' DTLS 5, 6 & 7/A522 Imo A521 I (RE: GARAGE LEVEL R.C.P. VENEER CAP - - - -i— �- - - - I FOR OCCURANCES) STONE, TYP. A STEP WALL OCCURS ID SOME I _ 4 "B" UNITS, RE: ELEVATIONS RECESSED & PLUGGED I 9'-3" f l I I I I I I I I I I I I I I I I I I I I WD�R STONE VENEER 14 533 ® —6" LAG SCREW PIER - I ® 8x8 WOOD VAAlL RESORTS I IA NEW POST DEVELOPMENT OPEN'G ABV.,WHERE OCCURS I (RE: EXT. ELEV'S) 2h* X 7" STONE CAP, I ! I I I I I I [ I I I I I I I I I 1 1 I I COMPANY I (SINGLE PIECE BETWEEN ON,COLORADO NEWEL POSTS) - ENLARGED GUARD RAIL ELEVATION 4 ENLARGED ENTRY PLAN UNIT B _ 1/2" _ V—D" (O HIGH PIER CONDITION) A—DT-51.dwg RECESSED & PLUGGED EL 10•_4 ,, LAG SCREW - - - T.O.Plarwa. sug�R. :�RID ■ J GRID 6 X 12" FIR ,Colorado ® TIMBER 5 WOOD TRIM, RE: rMSM+'Aer.1 MET ® DOOR HEAD DTI- HART I HOWERTON COPPER GUTTER 3 A52f 3/A753 ° ° NemYOxu.irmsx W/ HEAT TRACE ® ® 6 A A532 STRUCT a ♦ M0NWX&:NEWMA.8 GDMMS 1C w » PA RS RE: ARCH. FLR. PLANS q* RE: ARCH FLR. PLANS AVON,COLORADO FOR COLUMN LOCATIONS, TYP. FOR COLUMN LOCATIONS, TYP. ® 1 eEroNa---rt USCHAMCAL SLECOW-AL lut-B Lars,R'C AVOK COLORADO FRENCH BALCONY ENLARGED ELEVATION 1 © 1 1 1 � A E CIVII.B1dGR�BER 1 1 3/4" = 1'-0" ELI.dwg . 1 - 1 ® PROJECT`NUMBER: 20900.00 1 1 ISSUE REVTSTON DA'T'E f a 1 EQ.1 EQ.1 1 1 1 06 CONST DOC MAX (TYP 2 ® w. , FOR PERMtI' 08.13.04 A712 1 ,` ' �•• �`, """' Q BLDG.2/CONST. 09.02.04 1 1 � I ' E ' .04 - EQ 2 EQ 2 1 .3/CONST. 09. 1 ®BLDG24 f y ♦■ E r ME ME r. ,M ME ME ME ME ME m. ME r l GRID ®BLDG.4/CONS. 10.11.04 AENM 10000 8 ,o BLDG.5/CONST. 10.25.04 I-cli I g v o I 753 6A/7A/8A/9A/l0A/11 I FINAL C%W 01.03.05 STONE DECK STONE DECK �o ® I 4'-1/4" 3'-5" 2,-�" I 2'-§,Y4" �2 ADDENDUM 1 01.12.05 Al'-10,2" ,s ADDENDUM 5 05.16.05 I ® a o 2 I STONE CE 49 4 STONE BENCH I (RE: D) I ®(RE: 1/A534) _ SKI CLOSET ! CONC. STEM WALL I FACE OF FRAME I I � :R WALL AT STONE CAP ! BELOW BENCH HEIGHT. WALLS ARE 2 BATTERED E BACK ENTRY Q UNITS RE: ELEVATION 2X4 WALLS, ao A101 0 4 r N �+ DRAWINGS TYPICAL r I X 1 O.H.) A712 ENLARGED PLANS Q 35 M f � 1 ® RESIDENCES STONE VENEER 2x4 WALLS, ® CAP, TYPIC 3 AL TYPICAL 1 1 . ID 1 2'-1 1y2" 10'-3" 2'-1 ly2„ E Ilk � A521 O L C ° ENLARGED DECK � UNIT A UNIT B SIM. ENLARGED ENTRY PLAN UNIT A ,/2" _ ,'--0" (O HIGH PIER CONOITIQN) A-DT-lB.dwp 1�2- = ,'-0" A-DT-16.dwp © 2004 42140 ARCHITECTURE, INC. Qf 4Qi�A��y E. RAN L �. 4" VOID 2" ORNAMENTAL JOH i 2 ORNAMENTAL WOOD PANEL r, WOOD PANEL 4" VOID a p AR 1"x 3" WOOD NOTE: TRIM 1. NO VOID TO ALLOW A SPHERE TO PAS 3 THROUGH FV� z A � GUARDRAIL DETAIL 1" VOID V ORNAMENTAL o WOOD PANEL 3 " ORNAMENTAL o WOOD PANEL 3" VOID � V NOTE: ry] 1. START LAYOUT OF RAILING AT CENTER x F DECK AT CENTER OF 3" VOID 2. NO VOID TO ALLOW I A 4" SPHERE TO W 0 PASS THROUGH 00 GUARDRAIL DETAIL A-DT-Jad� 1 U'-x 1 U- wow I'U51 VAIL RESORTS 1" VOID 7" ORNAMENTAL DEVELOPMENT 7° ORNAMENTAL WOOD PANEL COMPANY WOOD PANEL 3" VOID AVON,COLORADO NOTE: AxC.HIrSCr OErR800Ab 1. START LAYOUT OF I RAILING AT CENTER OF DECK AT CENTER . J OF 1" VOID A 2. NO VOID TO ALLOW A 4 SPHERE TO Donvw.Cobmado PASS THROUGH I MAS18n PLAMM DESMNAxcHr ECr HART I HOWERTON Nt3W YOEK,NBW"K Q 7 A536 SZBTFMMAL MCRII lM �r r�r t�� arr�rt � MOAIItOE ec N6WBI.i.QNGD�3,II�C AVON,COL mno G �FD A DETAIL -- A GUTTER DOWNSPOUT �C, 4L= t'- ,�-DT-Jae. M , �s�Gn�sxs,nzc Lo ' AVON,COLORADO Q EQ 2 EQ.2 1 Clv ENGROM ALMM ENGUMM114G.MC. VAU`COLORAW cn ----- -r CA RANDO PATTERN SANDSTONE � COPPER GUTTER I I O' ® OVER 1 SLOPED LIGHTWEIGHT W� HEAT TRACE PROJECT NUMBER: 20900.00 CONCRETE SLAB [/—EDGE OF DECK ISSUE REVISION DATE 1 CEDAR GUARDRAIL AND •••� �•. 07 BLDG 2/CONST. 09.0204 DECORATIVE BALUSTERS - (RE: ELEVATIONS FOR ; I ®BLDG.3/1CONST. 0924.04 I GUARDRAIL TYPE) - ®BLDG 4/CONST. 10.1104 r+� aaaw 10 BIDE 5/CONST. 102504 MAIN LEVEL - 0'-0" — — — A6A/7A/$A/9A/10A/11 T.O. PLYWOOD SUBFLOOR rn 10"x10" WOOD POST w FINALCONST 01.03.05 6" COPPER GUTTER W/ is ADDENDUM 5 05.16.05 HEAT TRACE I y I BEAM n 2x WOOD TRIM v w (RE. STRUCT.) � 8" 7/A536 6x8 ORNAMENTAL TIMBER < a N BRACKET I I (RE: GARAGE LEVEL R.C.P. _ FOR OCCURANCES) A? LpJJu 1 —I x I ci N T 7j" 2'-5" w STONE PIER Lo ENLARGED PLANS & cq DETAILS to RESIDENCES N Q tll ENLARGED GUARDRAIL ELEVATION ENLARGED DECK t z t D E / " = '- (O LOW PIER CONDITION) A—DT-7o.dwq 1/2"=--1 0,. (e LOW PIER .CONDITION) w-OT-iab.ewg 0 L c A522- -- 3 0 v a r 2'-1034" © 2004 42140 ARCHITECTURE, INC. 5}Y4" 338" 4%" 4%,- REPEAT TEN �' Dt col 1" STONE THRESHOLD SET ON BED OF MORTAR STONE (RE: LANDSCAPE) 3/4" STONE TILES SET E. RAN L ® JOH N ON MORTAR BED 1 1/2* TOPPING SLAB CONT. WATERPROOFING 2,,�/ WRAPPED UNDER THRESHOLD 13/4" GB" 134" & TURNED VERTICAL ® JAMBS = ---------- ----------- --- -------- ___ __-___ -_- ---- ----- -------------___--_--__ TOCREATE END DAMS (TYP.) :" ------- -------------- ---n- ----------------- ------ ------ �- ----- - ----_____ -_--------- _ (RI=: WATERPROOFING DETAIL E511) D AR FINISH FLOOR �§ SEE CIVIL FOR GRADE _ ELEVATION REFERENCES, TYP. MATCH TO WINDOW SIZE 314" - 1 ' y RE: LANDSCAPE MAIN LEVEL = 0'-Q" 4 F 4 T.O. CONC_ AB I 1 f I 1 I -- SL I 1 I I I 1 T.O_ PLYWOOD SUBFLOOR L► 4% 2 X 6 ROUGH SAWN T&G V I V—GROOVE CEDAR p ❑ o d n a © i i i s I t I I I I ' /6 I f I 1 f I SLAB ON GRAGE I s I r I 1 c • I t I I I k (RE: STRUCTA 0 - EN_ TRY THRESHOLD � 2 X 6 ROUGH SAWN T&G CEDAR O 8 RAIL W/ -y4" CHAFFERED ENDS A—DT-27.dwg - 4" •� Q GRID tz u s � x 1 OY2" LARGER SQ. MTL NAIL HEADS ® 10 1/2" NET EXPOSURE (TYP.) " O CORNERS TO CONCEAL %" a LAG SCREW ATTACHMENT SIDING WALL FASCIA & SIDING DETAIL TYP. 0 I] o a a DECORATIVE BLACK MTL SQ. NAIL HEADS ® SEALANT & BACKER ROD m ONE AT EACH PLANK (DO NOT PENETRATE BACK SIDE) A 1x6 VERTICAL SIDING 2x6 WOOD TRIM ' ® 2x VERTICAL SIDING 0 BAY'S WHERE SHOWN WOOD SILL OVER WOOD SIDING (RE: EXT. ELEV.) o�viagx/n (RE: 1/A753) MTL FLASHING D NOTE: OMIT JAMB CASING WHERE WEATHER—RESISTANT W L VAIL RESORTS 00 SH AK ES 1v" SHUTTER OCCURS BARRIER WEATHER-RESISTANT DEVELOPMENT _ SHEET MEMBRANE WATERPROOFING �Z M BARRIER COMPANY D GA E EXTEND & WRAPPED UNDER WINDOW AVON,COLORADO ® SILL DRIP EDGGE E AxcHrr=0lF RBC0W 5/8" PLYWOOD SHEATHING FIXED SHUTTER _ - _ _ _ _ UPPER LEVEL LL = +10'-e WRAP WEATHER-RESISTANT KA BARRIER UNDER WINDOW > >/2" _ �'-a" A-oT-s7.awg T.O. PLYWOOD SUBFLOOR D*ARCM Ii SEE WALL TYPES SHEET 3/4" STUCCO SYSTEM Denva,cdoredo SEE WALL TYPES SHEET SEE WALL TYPE SHEET MASMPLANNM - 1x WOOD EXTENSION WINDOW DESMNARC BLOCKING (RE: EXT. Ems') HART I HOWERTON SEALANT & BACKER ROD �,,OM ,� CONT. WEATHER-RESISTANT 1x4 WOOD TRIM 2x6 WOOD TRIM BARRIER ST1�%O WOOD SIDING TRANSITION srRV m�caer� 1 A-Dr-ig.a.y J(CMOBA& i arc 3" HIGH DENSITY SPRAY RIDGE BEAM (RE: STRUCT.) FOAM R-7/IN. 3/4" RABBET $�F 1x6 T&G FINISHED DOUBLE 2X4 FURRED WA FOR P UMBING 1 x WOOD TRIM CRMENGDOM FROM BELOW —— —— -SIP -- --- — -- — — — WOOD SHAKES AiPIlV MCANOMM,WC. I PIPES PROTECTION FLEXIBLE FLASHING W/ 12" VATI.COIAAAM 3/4" STUCCO SYSTEM I OVERLAP SHEET MEMBRANE I WRAP WEATHER-RESISTANT J It- A WATERPROOFING PROJECT NUMBER BARRIER UNDER WINDOW (TYP.) 3" THICK AA / - WINDOW SILL ABOVE ENTRY ROOF UNIT A I STONE VENEER STONE SILL T.O.C. SNOW FENCE WHERE OCCURS { \ ISSUE REVISION DATE A—DT-z,.d"q I (RE: STRUC.) SEE DETAIL 3 & 4/A536 ✓ \ STONE VENEER ANCHORING HOLES 06 CON ST DOC WEE 2 O.C.SYSTEM \ FOR PERMIT 08.13.04 2" GRADE VARIES (RE: CIVIL) 2" SOLID GROUT L l GRID I 5/8" PLYWOOD SHEATHING \ BLDG 2/CON9r. 09.0204 ® I WATERPROOFING SYTEM I A (SEE DETAILS D&F/ A511) i {1 \ ®BLDG.3/CONST. 09.24.04 I GALV. STL SUPPORT ANGLE ® f \ 09 BLDG 4/COIW. 10.11.04 STUCCO SYSTEM I �o BLDG 5/CONST 10.25.04 I 3/4" EXPANSION ANCHOR EXTEND W.P. MEMBRANE I f (RE: STRUCT.) " OVER FLASHING J 6r6A/7A/8A/9A/10.0/11 I CAST—IN—PLACE CONC. A FINAI.CONST 03.03.05 GATT INSULATION I WALL (RE: STRUCT.) FLASHING ® EL VARIES 5 1/2- R-38 HIGH Qp��MW UPPER L = +10'-4" INTERIOR FLOOR FINISH y. TOP PLATE DENSITY SPRAY CORRBCTiONS 04.07.05 K (RE: ID DRAWINGS) N SH FZ R 2x WOOD FASCIA POLYURETHANE is ADDENDUM 5 05.16.05 T.O. PL SUBFLOOR } Q (RE: 3/A531 FOAM I BAIT INSULATION SE C L OR GRADE FOR PATTERN) BEAM (RE: STRUCT.) _ `- L IDN REFERENCES, TYP. I L L —�-8 WEATHER-RESISTANT INSULATION APPLIED r10.L 6" � COPPER GUTTER 4 R-13 BATT BARRIER 1.0. PLYWOOD SU FLOOR PLANE OF ROOF BELOW THE FOAM A? d / HELD IN PLACE Y FLOOR JOIST (RE: STRUCT.) 1 0 LOW USING STICK ._ POINT PINS -_ — / " PAP GLASS MATT a FACED GYP. 1 1 5/$" GLASS MATT FACED ® ROUND CORNER (R = 1/2") — 1 SHEATHING FRAME WALL OR 6; I 1 I A s �, TRUSS LEG c 1 GYP. SHEATHING 1x6 T&G FINISHED (RE: STRUCT.) DETAILS 1 1/2" UGHT WEIGHT M FROM BELOW I ARESIDENCES 3/4" STUCCO SYSTEM ON CONC. TOPPING 1 I WEATHER-RESISTANT BARRIER WOOD FRAMING 1 x WOOD TRIM 2x VERTICAL SIDING 1 I FLOOR JOIST (RE: STRUCT.) ' 1 � A '1x10 WOOD TRIM SEALANT & BACKER ROD TERMINATE RIGID INSULATION & DRAINAGE 2._Q" . MAT AT BOTTOM OF STL ANGLE OL WATERPROOFING SYTEM SHALL CONT A71 WRAP WEATHER-RESISTANT (RE: WATERPROOFING DETAILS) SEE ROOF PLAN BARRIER OVER DOOR STRUCT. E FRAME O A53 c ENTRY HEAD UNIT A UT1�1�) ROOM WALL UNIT A EAVE DETAIL TYP. A-pT-23.dwg 1 " = 1'--0" A-DT-15.dwg '3 2'-6" 0 TOP OF PIER BELOW CAPSTONE GUTTER DOWNSPOUT i © 2004 42140 ARCHITECTURE, INC. CONCEALED RAIN GUTTER G.L. BEAM BELOW COLLECTOR & DOWNSPOUT e © OF CO`Q�ga RE: STRUCT.) ® ' BATTERED STONE VENEER 3" 1.5' SLOPE ® E. RANDAL ' JOHN N CL BATTERED STONE VENEER ' PIER 3" _ 7 SLOPE 2" MORTAR SET POSTS ` b ` y U AR��� 2 MORTAR SET ' I WEATHER-RESISTANT BARRIER 1/2" PLYWOOD SHEATHING (RE: W.P. DETAILS) 1/2w PLYWOOD SHEATHING i I WOOD FRAMING (RE: STRUCT.) COLUMN (RE: STUCT.) DASHED LINES OF � BEAM BELOW � � COLUMNS (RE: STUCT.) (RE: STRUCT.) [� ^ r >y \ ` I O 41� YEDGE 10x10 WOOD POST EDGE OF DECK BELOW GUTTER DOWNSPOUT COPPER GUTTER BELOW COPPER RAIN GUTTER 0 1 2 HEMMED � 10x10 WOOD POST Z i COPPER CLEAT � GRf D EDGE OF DECK BELOW `-f STONE PILLAR @ OUTDOOR DECK � L4-6A 7A sn 9 lU I1 STONE @ OUT 1/2" _ " 2x WOOD SIDING / A/ E PILLAR OOR DECK 3 , _ , _a (O HIGH PIER CONDITION A—oT-te.dwg U) - � t/z° = t'-a" (® HIGH PIER CONDITION) A—DT-le.awg � y ~ COPPER ROOFING Z STONE CAP W 0 SH�ET MEMBRANE WATERPROOFING EE WALL TYPES SHEET GRID _ � � 5/8" PLYWOOD SHEATHING NTERIOR FLOOR FINISH RE: ID DRAWINGS) I RANDOM SAND STONE ® ® 12 1/2" 3/4" SETTING BED 1Y4" Y4"7YP. 0 CONIC. TOPPING © SLIDING DOOR SYSTEM " " 6 (RE: MANUFACTURE) 1 12" CONC. TOPPING © ��+ b " MAIN LEVEL = 0'-0" � SLAB � 10 X 10 WOOD POST •fit CLEAT -- --�-- -- — INTERIOR FLOOR FINISH WATERPROOFING N T.O. PLYWOOD SUBFLOOR A ERPROOFING MEMBRA E (RE: ID DRAWINGS) 1 x6 WOOD TRIM (RE: B/A512) FINISH FLOOR i*I SEE CIVIL FOR GRADE I owN �Davffi o : . -- — ELEVATION REFERENCES, TYP. = WD. BALUSTER DESIGN VA�1T- 4.' *_.- i i�AiRRESORTS 1x10 WOOD TRIM _ T MAIN LEVEL = 0'--0" _ VARIES WRAP WATERPROOFING T.O. PLYWOOD SUBFLOOR (RE: 5,6,7/A522) DEVELOPMENT '- c s •`s'. ca y � - s �- l' F � - 4.,.-,4.-.-,sV 1 COMPANY OVER SUBFASCIA LET RAILS INTO POSTS ® I 1112" 2" TOP & BTTM. AVON,COLORADO do- a BA INSULATI N � 1 0 E: RUCT.) 3/4" PLYWOOD 2% SLOPE g rn RANDOM SAND STONE " IGH DENNSITY SPRAY o -I FA Itj pOLYUR ANE OA TAPPERED FURRING STRIPS I .- 3/4 SETTING BED 1 .I/2r ■ 4" R--13 BAIT NSU TION APPLIED 1 CONC. TOPPING DECK J01 RE: STRUCT. ��,ca�.eao 1 x WOOD TRIM BELOW THE FO H LD IN PLACE ( STRUCT.) MEMBRANE SEALANT & BACKER ROD USING ICK PIS =LOOR JOIST (RE: STRUCT.) (RE: W.P. DETAILS) MASar,�►taev�s ---- TT INSULATION Y 5/8" G B SEE WALL TYPES SHEET 3/4" PLYWOOD 2% SLOPE ���''" 1x6 T&G HART HOWERTON 3x8 WO D TRIM 3/4" STUCCO SYSTEM MAIN LEVEL = 0'-0 mwyommw 1 x WOO EXTENSION _ x T.O. PLYWOOD SUBFLOO — % SLO E _ �aoN &N@W�Il.MC-9413IMS,RX AVON,COLORADO 8 BAY WINDOW HEAD 5 OUTDOOR DECK Ca? SLIDING DR 2x WOOD TRIM 3,4„ 2. r , : _ �` x. _. :1: g 1/2 — 1'-0" A—m-�sdwg t t/2 — t a A— —3u rg _� AVON,COLDRAM 6" COPPER GUTTER W/ CWMS ANM AIFIIffi W4GfflMWRNC;DW_ GRID GRID HEAT TRACE VAU„COLCRA o TAPPERED FURRING STRIPS WRAP WEATHER—RESISTANT BARRIER UNDER WINDOW (TYP.) _ TIMBER BEAM (RE: STRUCT.) PROjSCT NUMBER 24900 00 1 0) DECK JOIST (RE. STRUCT.) SEALANT & BACKER ROD WD. BILL Q WD. SILL SEALANT & BACKER ROD BSUE REVISION DATE FLEXIBLE FLASHING WRAPPED (RE: 1/A753.1 Sim.) A (RE: 1/A753) FLEXIBLE FLASHING WRAPPED 1x6 T&G UNDER WINDOW do TURNED ® UNDER WINDOW & TURNED 06 CONSTDOC VERTICAL ® JAMBS TO CREATE _� VERTICAL ® JAMBS TO CREATE 2x8 TIMBER (TO ACCEPT FOR Pp� 013,13.04 END DAMS .(TYP. COPPER RE:DELEVATIONS SIDE BRACKET) END DAMS (TYP.) � ® ) _� — — T. C. � Q BLDG.2/CONST. 09.02.04 A " '0 (R STRUC.) �°0 I I ORNAMENTAL TIMBER © BRACKET BEYOND ®mm 3/CONS'1: 09.24A4 3 THICK STONE SILL Q � 1 (WHERE OCCURS) SEE 4/A532 FOR STONE " AIRSPACE 3" THICK STONE SILL STONE PIER A BLDG.4/CONST. 10.11.04 VENEER SYSTEM 1}�2" ® SEE WALL TYPES SHEETS 1v BEYOND to BLDG.5/CONST. 10.25.04 r Q GRADE LEVEL (RE: CIVIL) 6" I 2X FURRED rUD WALL GALV. STL SUPPORT ANGLE WEEP HOLES ® 12" O.C. (TYP.) 4 / RE. DTL. B/A511 „ WRAP WEATHER—RESISTANT DECK GUARDRAIL 6A/TA/8A/9A/10A/li 3/4 EXPANSION ANCHOR BARRIER UNDER WINDOW (TYP.) 1 1/2" = V-0° A--DT-2s.dwg MNALCONST 01.03.05 (RE: STRUCT.) STONE VENEER is ADDENDUM 5 05.16-05 4" BATT INSULATION, TERMINATE RIGID INSULATION " & DRAINAGE MAT AT BOTTOM 3/4 STUCCO SYSTEM SEE WALL TYPES SHEET I q`� OF STL ANGLE WATERPROOFING STONE VENEER ANCHORING DRIP SCREED INTERIOR SYTEM SHALL CONT SYSTEM (RE: WATERPROOFING DETAILS) RANDOM SAND STONE 2" SOLID GROUT 1 1/2- INTERIOR FLOOR FINISH 3/4" SETTING BED CONC. TOPPING FINISH FLOOR cr (RE: ID DRAWINGS) 4 - • 1 1/87 BHT WEIGHT SEE CIVIL FOR GRADE © 1 1/2 CONC. GRADE LEVEL (RE: CIVIL) MAIN LEVEL PING = TOPPING SLAB T.O. PLYWOOD SUBFLOOR ` It Al ELEVATION REFERENCES, TYP. _ SEE DTL. D&F/A511 " _ _ - FOR WATERPROOFING �"� f _4. : �ti c 4' ®_ _ _ _GARAGE LEVEL — -12'-0" MAIN LEVEL — 0''0" ..4 { i 4 y Y 1 .4� i i S 4 . K 'l 5 K ` a Y T.O. PLYWOOD SUBFLOOR T.O. PLYWOOD SUBFLOOR I <4 q DETAILS ARESIDENCES WATERPROOFING MEMBRANE c - � � (RE: W.P. DETAILS) .D 3/4" PLYWOOD 2% SLOPE --- ! — FLOOR OIST R I G TAPPERED FURRING STRIPS ( E STRUCT.) Lo "- DECK JOIST (RE: STRUCT.) BATT I ULATION — d FLOOR JOIST I(RE: STRUCT.) FLOOR JOIST RE: STRUCT.) q WEATHER-RESISTANT BARRIER SEE W LL TYPES SHEET t7 ( �1 I i I I 8" RE: WATERPROOFING DETAILS CAST—IN--PLACE CONC. WALL I I 1x6 T&G E 0 A532 3/4" STUCCO SYSTEM 41_T IAL STONE WALL NORTH ELEV. PARTIAL STONE WALL SOUH ELEV._ '—�" A-gT-28.dwg © 2004 42140 ARCHITECTURE, INC. • ��of coto9q GRID RAN E. Q DAL JOHN ' N SEALANT & BACKER ROD r/�Fd d 2x6 WOOD TRIM D AR SEE DTLS. D&F/A511 Q OVER WD. SIDING A FOR WATERPROOFING WOOD SILL 1 1/2- PLYWOOD SHEATHING (RE: 1/A753) MTL FLASHING WOOD SHAKES 2x WOOD STUD RIPPED 3/4" STUCCO SYSTEM wi AT 3 2' ANGLE SHEET MEMBRANE WATERPROOFING V MAKE 3�Z" AT TOP WEATHER—RESISTANT BARRIER W/ 6" VERTICAL OVERLAP UNDER z �4 H SEALANT ® WRAP WEATHER—RESISTANT ® WEATHER—RESISTANT BARRIER 0 I BARRIER UNDER WINDOW 5/8" PLYWOOD SHEATHING 1.4 Y SEE WALL TYPES SHEET 3 DOOR HHEAD � ENTRY UNIT B A-OT-37.dwg � >4 u - 3" THICK STONE SILL CONT. WEATHER—RESISTANT A 5/8" TYPE "X" GWB ON I WEEP HOLES 12" O.C. (TYP.) BARRIER Ix STRIP FURRING 41 <1 w 1 " FLEXIBLE FLASHING UNDER STONE SILL INTERIOR FLOOR FINISH O CAST-IN-PLACE CONC. WALL W/ 6" VERTICAL EXTENSION BEHIND (RE: ID DRAWINGS) V WEATHER--RESISTANT BARRIER A 1 1/2" colvc. EXTERIOR FINISH �� L - � TOPPING SLAB (RE: LANDSCAPE) SEE 4/.0532 FOR STONE WOOD SHAKES 1 VENEER SYSTEM BATT SLAB—ON—GRADE w SHEET MEMBRANE WATERPROOFING VZ (RE: STRUCT.) � _ FLOOR JOIST (RE: STRUCT.) Z GRADE LEVEL (RE: CML) 7 ER (RE: STRUCT.) ® " 0 5/8 PLYWOOD SHEATHING t�*'� F„y FINISH FLOOR ® ENTRANCE n�a _ UPPER LEVEL = +10'-4" — — — — _ UPPER LEVEL +10'-4" 1� SEE CIVIL FOR GRADE e�•� I . T.O. PLYWOOD SUBFLOOR T.O. PLYWOOD SUBFLOOR ELEVATION REFERENCES, TYP. .. . MAIN LEVEL = 0'-0" T.O. PLYWOOD SUBFLOOR L d t </ ` A531 SIM EL — +9'-6" " "4,7Z_ ._. : .,. .. ._. . . . ..:..:... . .... . - T.O. BEAM VAIL RESORTS 8" / ♦ DEVELOPMENT RE: DETAIL 4/.0533 � 1 x6 T&G ON 5/GLASS MATT FACED GYP. 1x6 T&G ON 5/8" FO _ ♦ R WALL & WATERPROOFING GLASS MATT FACED GYP. REQUIREMENTS SHEATHING SHEATHING ♦ COMPANY ♦ AVON,COLORADO BEAM {RE: STRUCT.) (WRAP W/1 x WD. excrTacr OF RBCORn A TRIM—WHEN EXPOSED) - SOFFIT 0 ENTRANCE UNIT B .,.1 COLUMN BEYOND . �I ARCHpTECMIM ARCH OPEN'G BarNer,coloreao (WHERE OCCURS RE: EXT. EL.EV'S) WASMIPlANNER WRAP WATERPROOFING ]DMWNAARC.9rrEcr CONT. WATERPROOFING ONE--PIECE (WIDTH) OVER SUBFASCIA MEMBRANE STONE CAP EAVE Cam? ENTRANCE UNIT B ��I��° �'°N OVER CONC. WALL ® � � t/2" = t'—o" A-DT-36.dwg srxucAL CAST—IN—PLACE CONC. � aaorr�oa�rtewa�.s.�svcna�sstn� 1 BEAM RE: STRUCT.) ® ;�.� AVON.COLORAM dh T.O.C. WOOD SHAKES >ffi-,RAMC L=RCrMlCAL M-E aNGDY88RS c STONE (RE: LANDSCAPE) " (RE: STRUC.) AVON,CCLORAM - SHEET MEMBRANE WATERPROOFING 1)2:. 4 .2" 1Y2" CONT. THROUGH WALL " 5/8" PLYWOOD SHEATHING AI � � L LASHING 5X2 (R-38) HIGH DENSITY AU,COLMAAW SLAB ON GRADE _�c SPRAY POLYURETHANE PARTIAL STONE WALL C� ENTRANCE UNIT A WRAP WATERPROOFING (RE: STRUCT.) �? FOAM ® OVER SUBFASCIA " w © PROJECT NUMBER 20900.00 7 t 1/2" t'—o A-DT-�3.ewg SEE 4/A532 FOR ONE 4" (R-13) BATT INSULATION 5/8" GLASS MATT VENEER SYSTEM APPLIED BELOW THE FOAM FACED GYP. SHEATHING HELD IN PLACE ISSUE REVISION DATE FINISH FLOOR ® ENTRANCE GRADE VARIES USING STICK PINS OVERHANG 1 (RE: CIVIL) (RE:PAPER (RE: ROOF PLAN) — ^ A531 06 CONST DOC SEE CIVIL FOR GRADE ELEVATION REFERENCES, TYP. FOR PERMIT 08.13.04 MAIN LEVEL 4s tr r �� BLDG 2/CONEY. 09.0204 T.O. PLYWOOD SUBFLOOR tr i� 1 1 ®BLDG 3/CONST. 09.24.04 STONE SILL BELOW >7 STONE }VENEER LIMIT BELOW 09 BIDG.4/CONST. 10.11.04 . b 1 x WOOD TRIM 10 1111DG.5/CONEY. 10.25.04 -- - — ® i? i A A/7A/8A/9A/10A/11 RE: WATERPROOFING _ _ . - - - -- - - - - -- - - - I b � � s a � ���N� 01.03.05 — - - - - DETAILS AND TUNNEL P REORREMONS 04.07.05 2X8 WOOD TRIM CONSTRUCTION PACKAGE rn t8 ADDENDUM 5 05.16.05 I ® VAPOR BARRIER --- 1 x G FINISHED I 1 I I FROM BELOW I I PROVIDE 3"0 DRAINAGE tr 2x VERTI SIDI WALL TYPE I PIPES THROUGH WALL - (RE: PLANS) I I 0 24"O.C. WEATHER—RE S AN BARRIER 1/2" PLYWOOD SHEATHING 1 ® WALL TYPE 30' �> D WEATHER—RESISTANT BARRIER 1 — tr (RE: PLANS 3/4" STUCCO SYSTEM I fill I q d v m Q Q d i A 1 t EO n Q. v 07 ro DETAILS N LEEE RESIDENCES DECORATIVE 10x24 TIMBER TAIL 9" 9" RE: EXTERIOR ELEV.S n Q WOOD TRIM ARCH OPEN'G UNIT B} �L�S MNE WALL O ENTRANCE UNIT B A-DT-38.dwg y t �/2" = 1'-U" A-DT-34.dwg u E Arm. M 0 L C O N X N d GRID lav col © 2004 42I40 ARCHITECTURE, INC_ VERTICAL TERMINATION CAP I 4 I O I (RE: MANUFACTURE) - I I GRID E. RAN L COPPER COLLAR I JOHN I WOOD SHAKES SHEET MEMBRANE WATERPROOFING I I 4» I 3/4" STUCCO SYSTEM A 5/8" PLYWOOD SHEATHING AR��� I I L- ------- -----------------J CONT. SEALANT _-__.---_-. -_---__-_-._..--_ WEATHER-RESISTANT BARRIER r� I I ON 1/2* PLYWOOD SHEATING V J 7Y2" � BATTERED 2x6 WOOD FRAMING I ® 2 ANGLE (RE: STRUCT.) I COPPER CHIMNEY i I COPPER FLASHING W/ 0 6" VERTICAL EXTENSION o D 1 I ON TOP OF WATERPROOFING W r a -- --- I I & BEHIND WEATHER--RESISTANT 2 I ? I BARRIER (RE: W.P. DETAILS) ` - -` — - - j L--------------- 6 ----.� WOOD SHAKES A O �. r------------.-----------------� � �_ _ � N 0 SHEET MEMBRANE WATERPROOFING rs (RE: W.P. DETAILS) 2'-2" O I = I 5/8" PLYWOOD SHEATHING EL = +8'-2" DRIP COPPER FLASHING N x+ I - - —! — — �' — ___ — ^` — V I I T.O. BEAM BLOCKING I I 3p-� . ,r•-i I 34" L-------_—...__----------_.._..1 I 3/4" STUCCO SYSTEM z WEATHER--RESISTANT BARRIER ON 1/2" TIMBERS IN FOREGROUND (RE: STRUCT.) W 0 PLYWOOD SHEATING 1 "4 EDGE OF STUCCO COLUMN TIERED 2x6 WOOD FRAMING - IN FOREGROUND ® T ANGLE (RE: STRUCT.) 1x6 7&G BEAM (RE: STRUCT.) 3/4" STUCCO SYSTEM l WEATHER—RESISTANT BARRIER 3/4" STUCCO SYSTEM ON 5 ��CMMNEY CAP d CHIM ��E Y BASE ROOF TYP. 1/2" PLYWOOD SHI=A7HING 1/2" PLYWOOD SHEATHING A-OF-4e.dwy ROUND CORNER (R = 112-) 2x WOOD STUD RIPPED OWNERMEMOM At A 2' ANGLE VML RESORTS DEVELOPMENT DETAIL C ENTRANCE UNIT A A >x �� COMPANY AVON, GRID SOP A A ■ �J ® A WALL TYPE (RE: PLANS) � Dwww'cdaaeo 2" x 4" T.S. (NOTE. WALL BATTERS MA8=PLANNft ® SOME LOCATIONS-- a BRACING (R£: STRUCT.) 7 SIM. D�N�. VERTICAL TERMINATION CAP RE: EXT. ELEVS.)33 r-------------------- -� � � HARTIHOWERTON oom " '""""�!' STONE BENCH ATTACHED MWYOMNWYOM f 1 FROM 3 SIDES (RE: STRUCT.) 4 I \ OPEN I / 1/4" BENT PLATE 7.O.C. O AVON,COLORADO COPPER COLLAR I \ 90- / (RE: STRUCT.) 1 (RE: STRUC.) MRCEME ALBLECrMCALEM I \ , 4x4 T.S. CHIMNEY CAP 1 AVON.COLORADO I \ / FRAMING (RE: STRUCT.) i 3'-1y2" ALMEEN . \ I LI VAU"COLORADO I " - L-- ---_------__-----------J — —_ ---�------------------ ----- __ CI 1 M PROJECrNUM$ER: X900.00 �- --- 1 ISSUE REVISION DATE I y2 I Py 1,_4" I = 1 GALV. STL. ANGLE 06 CONSTDOC 14 = o I COPPER CHIMNEY CAP 3.. 1 I _I IC CAST-IN�-PLACE CONC. v, FOR PERMIT 08:104 2 I 4x4 T.S. CAP WALL (RE: STRUCT.) - I COPPER BULLNOSE p POSTS (RE: STRUCT.) 1 1 I BLDG.2/CONST. 09.02.04 1 C� STONE (RE: LANDSCAPE) ®BLDG 3/CONST. 0924.04 SLAB I I DRIP -___1 _- (R S RUCT�E FINISH FLOOR ® ENTRANCE BLDG.4/CONST. 10.11.04 GALV. CHANNEL - �til SEE CIVIL FOR GRADE 10 BLDG.5/CONST. 1025.04 L---_.._---- r---`_W-T-----wJ = v � � «, L _ ELEVATION REFERENCES, TYP. /� b 7 9A 10 11 _ , o ua — -~- MAIN LEVEL - 0'-p /� A/ A/8A/ / A/ FINAL CONST 01.03.05 1 ___ CONT. SEALANT 1— 1 } �� </ T.O. PLYWOOD SUBFLOOR 1 Z_I 1 c/ 16 ADDENDUM 5 0516.05 I COPPER FLASHING I I 1 " I I y I ` I 2"MIN R I 1 1 TO COM 1 1 L.------_-_--------J FRAMING --- • J--- (RE: MF n DRIP a I 1 1 rn r. ___-----------`-_--1 1/2" PLYWOOD SHEATHING 1 1 I iv I BLOCKING 1 �� 1 DETAILS RESIDENCES ID COPPER FLASHING I VENT PIPE I 3/4" STUCCO SYSTEM. 1 I I 31 1'-10y4" 1' 104" WEATHER-RESISTANT BARRIER 34" ON 1/2- PLYWOOD SHEATING m L__ - .J BATTERED 2x6 WOOD FRAMING ® 2' ANGLE (RE: STRUCT.) A534_m__�� 0 L MAJOR CHIMNEY CAP PARTIAL STONE WALL C ENTRANCE UNIT A /2" = V-0" A-DT-48.dw9 i WOOD SHAKES 00, ** WOOD SHAKES , © 2004 42140 ARCHITECTURE, INC. SHEET MEMB ATERPROOFING , CONTINUOUS 2x2 LEDGER , © SEE WALL TYPES SHEET D SHEATHING , , — � Jf col 5� E X GYP. BOARD , LEDGER TO SECURE 4 1x WOOD FRAME GYPSUM BOARD PER 5 Xi " R-38 HIGH DENSITY SPRAY , IBC 705.6-EXCEPTION 4.3 5/8" PLY OH�15 y WAIII D SHEATHING E. RANDAL .l POLYURETHANE FOAM m 5/8" TYPE "X" GWB It" R-13 GATT INSULATION APPLIED BELOW THE FOAM HELD IN PLACE USING STICK PINS C HEAD WOOD TRIM 4" 1 ABOVE 1 ♦ ♦ ' INSULATIO-2 PLIED DE SITY SPIRAY , A INTERIOR WALL JAMB u 1 OVE FOAM POLYURETHANE 4 1 2" = 1'-0" A-DT--I"wg I I ETHANE , / O 1 H�IN PLACE - FOAM USING STICK , 1 PINS . a • �1x6 T&G - MEMO SLIDING DOOR SYSTEM Q, � ROOF WITHIN 4' OF SEPARATION WALL (RE: MANUFACTURE) ,/2" CONT. SEALANT & BACKER ROD � A 0 2x VERTICAL SIDING , '7 V J *� 1 1/2" _ �'-0" A-°r-ss dw9 INTERIOR FLOOR FINISH FRAME WALL OR CONT. W.P. WRAPPED UNDER TRACK •♦ TRUSS LEG , , (RE: ID DRAWINGS) AND TURNED VERT. AT JAMBS TO CREATE END O , . 7 GWB FIRE PROTECTION . DAMS (TYP.) 0 . 35 4'-0" MIN. . A N © V CONC. SLAB W/ INTEGRAL COLOR PROTECTED ROOF 8c OVERHANG PROJECTION � • (RE: STRUCT.) ' 10 1 2" - 1',0" 5/8" PL �— .r .. - - ... ......- - ..-- - - ... — A / A-Dr-66dwy . SHEATHIN I GARAGE LEVEL = —12'-0" ��] T.O. PLYWOOD SUBFLOOR A535 7 L Ll / EXTENSION OF , FRAMING AS OCCURS (' SEPARATION WALL � � V � (I HR.) 5f8" TYPE '? 4V8 - - I W 0 W SHAKES I I 111 l 11 III III III I 11- a I � 1111 III 111 111 1 � 1= SHEET MEMBRANE WATERPROOFING 1 BATT INSULATION � - - - -- - ---� ----- - � �Ix III III III III 111�- , CRAW 5/8" PLYWOOD SHEATHING • I I I III III I I i- O R Ca? 'SEPARATION WALL FLOOR JOIST (RE: STRUCT-)X 2 LEDGER TO SECURE 111 111 111 111- 5/8" TYPE "X" GWB 7/ GYPSUM BOARD PER 1 1/2" = 1'-0" A-DT-61.dwy • CAST-IN-PLACE CONC. WITHIN 4' OF IBC 705.6-EXCEPTION 4.3 WALL (RE: STRUCT.) I I I III III- SEPARATION WALL " , 5/8" TYPE "X" GWB GRID RE: W.P. DETAILS III I 11- 5 � R-38 HIGH , - VAIL RESORTS DENSITY ETHANNE DEVELOPMENT FOAM ♦ ♦ SLIDING DOOR THRESHOLD GRADE COWANY 1 GATT INSULATION SEPARATION WALL 1 1/2" _ 1'--0" A-DT-ss.dw0 AVON,COLORADO 4" R-13 GATT - - q,531 ' SEE WALL TYPES SHEET INSULATION APPLIED CONT. MINERAL WOOL BELOW THE FOAM i APPROVED AS FIRE BLOCKING INTERIOR FLOOR FINISH HELD IN PLACE I I TO FILL AIR SPACE (RE: ID DRAWINGS) USING STICK PINS 1 I e 1 1 J 1 ENG. TRUSS 1x6 T&G FINISHED � EL = VARIES DRI Cda ado FROM BELOW , T.O. PLYWOOD SUBFLOOR MASTMPLANNIM 2x VERTICAL SIDING 3/4" STUCCO SYSTEM IDESMARC BCr I RIP CUT 5/8" RAFTER TAIL WHERE 1 I 1/2- PLYWOOD SHEATHING HART I HOWERTON GYP. IS REQUIRED IN ORDER TO 1 , 1 NSaYMK N2l4YMX MAINTAIN FLUSH SOFFIT CONDITION 1 1x10 WOOD TRIM STRUCTURAIRM U0NW6&NgWQL]NGRQ61t5,DX SEE ROOF PLAN GRID AVON,COLORADO " >d>aCHAMCAL EL8CrxzCALR aG94M wsmut AVON.COMW ADO ' 1 1/2- LIGHT WEIGHT u>�>1NCn n�c PROTECTED ROOF & OVERHANG PROJECTION conk. TOPPING It FLOOR JOIST (RE: STRUCT.) " - A-DT-s7.e„g . CONT. MINERAL WOOL 0 GATT INSULATION SEPARATION WALL APPROVED AS FIRE BLOCKING SEE WALL TYPES SHEET PROJECT'NUMBER: 20900.00 TO FILL 4" FROM ALL BLOCKING � CONT. MINERAL WOOL APPROVED FIRE BLOCKING ISSUB REVISION DA'Z'E 5/8" TYPE 'X' GWB , TO FILL AIR SPACE 4%1, WHERE OCCURS WITHIN FLOOR Ca? SEPARATION WALL 06 CONSTDOC - , 4 OF AREA SEPARATION � 1 1/2" = 1'--0" A—DT—s1.dw4 � I FORPSRMTT 08.13.04 WOOD SHAKES WALL _ - - SHEET MEM WATERPROOFING RIDGE CAP 6A BLDG.2/CONST. 09.02.04 DEMISING WALL TERMINATION A ®BZDG.3ICONST. 091.24.04 WOOD SHAKES GRID 5/8" PLYWOOD HING SHEET MEMBRANE 09 BDG.4/CONST. 10.11.04 2 X 2 LEDGER TO SEC%t WATERPROOFING Q 10 BLDG.5/CONST. 10.25.04 GYPSUM BOARD PER EDGE OF �6A/7A/ IBC 705.6-EXCEPTION 4.3 , 5/8" PLYWOOD SHEATHING FROST FREE I TERRACE 8A/9A/10A/il I i FINAL CONST 01.03.05 5/8" TYPE "X" GWB HOSE BIB {RE: MECH) T.O. RIDGE I F ORRO VS 04.07.05 1/2" R-38 HIGH RE: ELEV. i '� DENSITY SPRAY 1 1/2" RIGID A531 , POLYURETHANE INSULATION BOARD D .. -- - ... - --- -- -- FOAM � 1 OX,0 1s ADDENDUM 5 05.16.05 (R-7 PER 1"} i NEWEL POST f i� i I DECK BEAM 1 , :_ 4" R-,3 BATT ( HERE OCCURS) I I INSULATION APPLIED — -- GRID BELOW THE FOAM HELD HE IN PLACE I I, USING STICK 1x6 T&G , PINS I FSK PAPER y 1 _ 2x VERTICAL SIDING , a 1 - - FRAME WALL OR TUBE STEEL 1 RIP CUT 5/8" RAFTER TAIL WHERE TRUSS LEG 4" R-13 GATT ® B UNIT 1 1 MAINTAIN REQUIRED IN ORDER TO ION INSULATION APPLIED (RE: STRUCT.) FLUSH S DETAILS BELOW HELD INE PLACE n RESIDENCES USING STICK SEE WALL TYPES PINS SHEET A611 M 5 X2" R-38 HIGH DENSITY SPRAY v SEE ROOF PLAN , POLYURETHANE FOAM V s , , I 94" N A535 1`0 PROTECTED EAVE PROJECTION -- DETAIL RIDGE DETAIL TYP. (-,--")STEEL FRAME @ EXT ALL U • S 1 1/2" = V-0" A-DT-60.4wq , 1/2" = 1'-a" A DT-60.dwv 1 1 1/2" = V-0" A-DT-49.dwg 4n 2'-6" © 2004 4214 TURE, INC. (0 TOP OF PIER BEL W CAPSTN.) 0f col/ " ff SNOW FENCE VERTICAL SUPPORTS ® 48" O.C. 2a ® V-3" AT TOP OF FRAMING NOTE: ALL METAL FLASHING SHALL BE (MAX). CONSTRUCT WITH STEEL PLATE " E. RAN! L COMPLETELY SOLDERED THICK. 2" 0 STEEL PIPE (2.375" O.D., WALL 7Y2" 1OY2" 1 Y2 7Y2,. JOHN N THICKNESS 0.154") 2f% OUTLINE OF— FILL POCKET WITH LIQUID A-W7A/W9A/10A/11 CAPSTONE ABV. MEMBRANE (APPLY WITH r. CAULKING GUN) TYP. NOTE: CONSIDER 4—RUNG SNOW BATTERED STONE VENEER FENCES WHERE VERY HEAVY 1.5` SLOPE _z a \ ® OC�URACCUMULATiONS MAY © - �' 2" SOLID GROUT .� � � W / o \ FULL CANT BEAD OF LIQUI WOOD SHAKES OVER f o - ui � \ WATERPROOF'G MEMBRANE REFER TO ROOF PLAN FOR o- \ MEMBRANE Z SNOWFENCE LOCATIONS. WEATHER—RESISTANT BARRIER o cv w � OVER " PLYWD. SHEATH'G r Q (RE: W.P. DETAILS} 0 \ (p 1/2" PLYWOOD SHEATHING C', ¢ o n n \ WOOD COLUMN (RE: STUCT.) _j o I� Q o � BEAM BELOW ® � I\ / (RE: STRUCT.) W SEE DETAIL 4/A536 FOR FLASHING DETAIL -� FIELD SHEET OF VYCOR _ V ULTRA z w W BOTTOM FLASHING (INSTALL STONE PI�E�� DECK u FIRST OVER FIELD SHEET OF A + +/2" _ +'-a" PIER GONDITIbN} A-or-75.dwp Z W0 f� VYCOR ULTRA REFER TO STRUCTURE FOR a BOLT DESIGN, LAYOUT & CONNECTION DETAIL UPPER FLASHING (INSTALL SECOND OVER BOTTOM FLASHING l A V 1 I & FIELD SHEET OF VYCOR _ FRAMING ?� 10" X 10" WOOD POST ULTRA) (RE: STRUC.) STRIP---IN BOTTOM & UPPER FLASHING WITH VYCOR ULTRA /5" � L VAIL RESORTS 1 x T & G WOOD SIDING DEVELOPMENT CEDAR GUARDRAIL AND COMPANY 4 S N OWY FEN C E FLAS H IN G w 1X2" 1Y2" DECORATIVE BALUSTERS AVON COLORADO N.T.S. ot-wAtr-H.dwp p ' I 1Y2" LET RAILS INTO POSTS 2" 0 ENDS AnncHri> 'opxl�ca�n SNOj+I� FENCE 1 RANDOM SAND STONE p FA ►� 0 3/4" SETTING BED © J z 1 1/2" CONC. c� TOPPING SLAB Dames.CGkO dD 2" x 4" TUBE STL FOR BRACING I WATERPROOFING MEMBRANE Ws pwom 1/2" STL. PLATE (RE: W.P. DETAILS) & DEOGN AROUrBCr r 3/4" PLYWOOD 2% SLOPE HART I HOWERTON 4x4 T.S. CHIMNEY CAP I NHW Y0Rr.M W YMK / FRAMING L MUCTUML/ COPPER CHIMNEY CAP I _ ,` MAIN LEVEL = 0'--0" M0NRdB �DX - / WEATHER—RESISTANT BARRIER ACHCHAN ALMSC OCALI NGII� T.O. PLYWOOD SUBFLOOR ON 1/2- PLYWOOD SHE4TING 2x8 WOOD TRIM ���: _- - - - - .�;."' - - Avaw.aMMnna / PROFILE AT BUILDING 7, er a>�c>N RLAM0 / MATCH TO WINDOW SIZE 6" COPPER GUTTER W/ I �� "°aQO SMALLER ROOF CAP HEAT TRACE i PROJECT NUMBER: x(1900.00 ® 2 X 6 ROUGH SAWN T&G cn TAPPERED FURRING STRIPS L%UB REVISION DATE, V—GROOVE CEDAR 2x WOOD TRIM NOTE: MIRROR DETAIL ABOUT CER LINE DRfP � I I DECK JOIST (RE: STRUCT.) NTE A BLDG•2/CONST. 09.0204 STL CHANNEL 1/2- PLYWOOD I ! 1x6 T&G ®BLDG 3/CONST. 09.24.04 _ =ALIGN AT CORNER OF BEAM (RE: STRUCT.) ®BLDG 4/CONST.- -10.11.04 p o 0 o n g 'TOP AND BOTTOM RAIL / / +o BLDG 5/CONST. 10.25.04 0 2x WOOD BLOCKING i' l A6A/7A/8A/9A/l0A/11 TIMBER BEAM W 2 X 6 ROUGH SAWN T&G CEDAR ! (RE. STRUCT.) FINAL CONST 01.03.05 V) RAIL W/ 'Y4* CHAFFERED ENDS VERTICAL TERMINATION CAP V /� \ i 12 ADDENDUM 1 01.1205 OO r CONT. SEALANT z _ 16 ADDENDUM 5 05.16.05 POSTS S. CAP ! ! DASHED LINE OF COPPER COLLAR I I TIMBER ORNAMENTAL L 11y2" tyP• BRACKET IN FOREGROUND COPPER CAP ! I I (RE: 2/A522) LARGER SO. MTL NAIL HEADS 0 COPPER FLASHING � CORNERS TO CONCEAL �" I I LAG SCREW ATTACHMENT T I I I STONE PIER BEYOND SIDING WALL l I I icy � o a a I I I I I I COPPER DOWNSPOUT D1=CORATNE BLACK MTL SQ. NAIL HEADS I I _ (WHERE OCCURS) n I I ONE AT EACH PLANK I I co DETAILS I I RESIDENCES I ! 1/2- PLYWOOD SHEATHING I ! NOTE: OMIT JAMB CASING WHERE ! I BLOCKING 11/2" SHUTTER OCCURS w COPPER FLASHING d 3/4" STUCCO SYSTEM o un-ari irn nr-c�641TAkir nwnnivn FIXED SHUTTER DECK ST NE PIER GUARDRAIL A536 c 1 1�2" _ +'-a" A-DT-72.d.rg + +/Za _ V-0" A-DT-71.dwp ° F MAJOR CHIMNEY CAP m v � 1�2 i © 2004 42140 ARCHITECTURE, INC. COPPER CHIMNEY WOOD EXTENSION (RE: DETAIL 3/A534) 3X4" WOOD SILL (RE: ID DRAWING) DAL E. RAIM �---� I--I 3 X WOOD TRIM JOHN id oe U—M s� r WALL BEYOND I � A ! WOOD SIDING 1 I I I = (RE: WALL TYPE) f I I L-0 0 FLOOR FINISH w a 1 I F. (RE: ID DRAWING) I I 3 X WOOD TRIM a I I 0 L.. ..I FINISH FLOOR _ I I I UC 0 SEE CIVIL FOR GRADE r. r ELEVATION REFERENCES, TYP. _ 4 MAIN LEVEL = 0'-0" a T.O. PLYWOOD SUBFLOOR I W I . II I -STONE VEI IEER � r 0 FLOOR JOIST (RE: STRUC.) �■/ Z I2x WOOD TRIM JL _1L AL V \I-- JL I • - - = HH 2x WOOD BLOCKING a - O O GLASS MATT FACED D I_- GYP. SHEATHING CMNERVHUXVR 1x6 T&G (FINISHED p A - FROM BELOW RE VAIL SORTS CONC. TUNNEL WALL I t - - � -i DASHED LINE OF DECORATIVE TIMBER - — — — — — — — --" — — — — — -- — — --- - I - - I = CONC. RETWN'G WALL. BRACKET BEYOND DEVELOPMENT I (RE: STRUC.)- _ COMPANY TUNNEL ROOF - — — — — — —WATERPROOFED — — — — I - - METE -1 I - _ - _ - - AVON,COLORADO _ I BAY WINDOW SECTION DETAIL CONC. SLAB I I - 1 1/2" 1'-0" A-DT-7&dwg ARCHrr=0FRBaMn TO CAP CHASE OEE FF FF 1 NEW BOILER FLUES --�-� ARCHIMMIRE�� Ds""%MECHANICAL ROOM 1 _== _= BOILERS L co>aado __—__,.GARAGE LEVEL = EL 12'-0" I I I -- I I = - _ DN, � -- Y T.O. PLYWOOD SUBFLOOR —T., t� I� �` - - — HARm � m"yow L___J I I I CONC. WALL f -- - _ t � FLUE CHASE I BELOW GRADE II EL = -13'-6" — — (PROVIDE CONC. WALL BELOW smucTU m4cnam T.O. CONC. SLAB ® r GRADE PARALLEL TO BUILDING 8 I ' O6s a WELD ALL T.S. INTERSECTIONS WITH 3 16" MECH. ROOM L — � -1 WEST WALL. EXTEND DOWN TO � / I I FOOTING, ALLOW 2' CLEAR i i I FILLET WELDS X 2" MIN. AN ,t. EL = -17'-5 1/2" FOR FLUE CHASE.) AVON,COLORAW L L — — L L — ALTERNATE NO . 7 BOILER CHIMNE M ,� T.O. FOOTAGE T _. 7 - - - - - - .-..- - -.. - - - -- L _ _ � � - _ _ - � � _ _ _ -- _ -� 4 1/4" = 1'-0" BUILDING a - WEST ELEVATION qEL-ALT-fluwdwq A. VA�DOI ADO r-------^—. _ ., ----------- I . MATCH ADJACENT WINDOW SIZE PROJECT NUNMER. ?0900.00 I 3�" I �� __ 2Y8" 37/8" I I I I = 18" GAGE METAL STUD WELDED RgVISTON DATE I TO T.S. AT 1'-0" MAX. SPACING 08 BLDG.3/CONST. 09.24.04 2 X 6 ROUGH SAWN T&G F'4 t a -- -'----V-GROOVE CEDAR �, STL. BRACKET _� 09 BLDG 4/CONST. 10.11.04 { NOTE: ALL ANGLES 0 I 2 LAYERS 1/4- PLYWD SCREWED 10 BLDG.5/CONST. 10.25.04 122' U.O.N. 4i I TO METAL STUD AT 6" MAX SPACING I I A6A/7A/8A/9A/10A/11 L------ --------------- FINAL CONST 0103 05 r--- ----._. ——---------- ._. --....� I ik I 16 ADDENDUM 5 05.16.05 I 2"x2"x3/16" TUBE STL N I 1/8" STL PLATE BASE WELD N 2 X 6 ROUGH SAWN T&G CEDAR Ole I r WELD EACH CORNER TO T.S. 4X4 a RAIL W/ �4" CHAFFERED ENDS I I °` a co I „�� COPPER FLASHING I R. I Z o 4x4 x3/16 T.S. CHIMNEY CAP I ❑ a a a ❑ a a,� FRAMING °a L.....-- ------_.__.._—_.--------J Qr--- ---p_.. ----_ ---_.—----- ,. LARGER SQ. MTL NAIL HEADS ® I + 3%4 I COPPER FLASHING CORNERS TO CONCEAL %" I A°` I LAG SCREW ATTACHMENT TO I I VERTICAL TERMINATION CAP - -- " 51DING WALL I a � COPPER FLASHING N I � ❑ o o a — LO O DETAILS co DECORATIVE BLACK MTL SQ. NAIL HEADS I yy COPPER CAP RESIDENCES ONE AT EACH PLANK L——------——-- '%- ----——--——--———--J BATTERED 2x6 WOOD FRAMING ® 2' ANGLE BLOCKING 1/2- PLYWOOD SHEATHING NOTE: OMIT JAMB CASING WHERE " N 'y2" SHUTTER OCCURS 3/4 STUCCO SYSTEM " WEATHER---RESISTANT BARRIER ON 1/2- PLYWOOD SHEATING FIXED SHUTTER MAJO A537 R CHIMNEY CAP r 1 1 —Q" A-DT--{8d.dwq System No, C-AJ-2110 System No, C-AJ-2098 System No. C-AJ-1278 System No. C-AJ-1140 F RATING - 3-HR. F Rating - 3 Hr IF RATING = 3-M. F Rating - 3 Hr 2004 4214, Of 010, INC. T RATING - 0-HR. T Rating - 3 Hr T RATING = 0-NR. T Raft - 0 Hr L Rating At ent - Less Than I CFWsq ft E. RA AL 3 L Rating At 400 F -- 4 CFN/sq ft 4 JOH N ............ ... 2 A F- .......... ................ ........ 6 2 4 A 3 3 3 0 6 I A 4 ...... .................. ... ..................... ....... ............ o 0 ...... '4 .............. .......................... ............ . . ... .. .......... 4 A 2 A A- .............. ................. ....... 5 %P 4 if . 2 A 44 . ..... . ...... A 0 -A 4 2 SECTION A-A L A A ....... ...... 5 1. Fkw or Wd momft - Minimum 4-1/2 in. thick reinforced lightweight or ...... 0 SECTION A-A 2 normal weight (100-150 pcf) concrete. Wall may also be constructed of any 6 1. Floor or Wd Assam* - Min 4-1/2 in. thick reinforced lightweight or SECTIM A-A UL Classified Concrete Blocks*. Maximum diameter of opening is 30-7/8 in, SECTMN A-A >4 ru See Concrete Blocks (CAZT) category in the Fire Resistance Directory for normal weight (100-150 pcf) concrete. Wall may also be constructed names of manufacturers. of any UL Classified Concrete Blocks*. Max diam of opening Is 8 in. 2. '1NV*-%wb%X-A - One metallic pipe or conduit to be installed either Fi See Concrete Blocks (CAZT) category in the Fire Resistance Directory % concentrically or eccentrically within the firestop system. The annular space 11. Floor or Wd Asomft Min 2-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf)for names of manufacturers. concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max area of opening is between pipe or conduit and periphery of opening shall be minimum 0 in. to 111-4 2. Steel Slue (0*04 - Nom 8 in. diam (or smaller) Schedule 40 maximum 7/B in. Pipe or conduit to be rigidly supported on both sides of 1024 sq in. with max dimension of 32 in. 0 - (or thinner) steel Pipe cost 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 manufacturer s. with floor or wall surfaces. conduits may be used: 2. lkwo No0a - Min clearance between pipes, conduits or tubing is 0 in. (point contact). Min I ThrW0 Pamb" - One nonmetallic Pipe to be installed either 1. Floor or Wd Anoft Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) A. Steel Pipe - Nominally 30 in. diameter (or smaller) Schedule 10 (or clearance between pipes, conduit or tubing and periphery of through opening is 1 in. Min clearance between x U concentrically or eccentbeally within the firestop system. The onnulor concrete. Wall may also be constructed of any UL Classified concrete Blocks*. Max diam of opening is 3 in. heavier) steel pipe. pipes, conduit or tubing and periphery of any single surface of through opening is 0 in. (point contact). F--r Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types GP4 space between pipe and sleeve(Item 3) shall be min 1/4 in. to max See Concrete Blocks (CAZT} category in the Fire Resistance Directory for names of manufacturers. B. Copper Pipe - Nominally 6 in. diameter (or smaller) Regular (or heavier) and sizes of metallic Pipes, conduits or tubing may be used: 4 in. Pipe to be rigidly supported on both sides of floor or wall 2. Ncttml NorwotAc Ttdko -- Nom 2 in. diam (or smaller) corrugated wall ENT constructed of copper pipe. assembly. The following types and sizes of nonmetallic pipes may be used: polyvinyl chloride (PVC). One tube to be centered within the firestop system. A nom annular space of 5/16 C. Copper Tubing - Nominally 6 in. diameter (or smaller) Type L (or heavier) k Steel Pipe -- Nom 12 in. diam (or smiler) Schedule 10 (or heavier} steel pipe. A. Polyvinyl Chloride (PVC) Pipe Nom. 6 in. diam (or smaller) Schedule in. is required within the firestop system. Tube to be rigidly supported on both sides of floor or wall copper tubing. B. Conduit -- Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. 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 -- Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. U Z or supply) or vented (drain, waste or vent) piping system. See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory for E. Conduit - Nominally 4 in. diameter (or smaller) steel electrical metallic 0• Copper Pipe -- Nom 4 in. diam (or smaller) Regular (or heavier) copper Pipe. B. Chlorinated Polyvinyl Chloride(CPVC) Pipe Nom 6 in. diam (or names of manufacturers. tubing (EMT). 3. Fame - (Not Shown) -- Used as a form to prevent leakage of fill material during installation. Forms 0 smaller) SDR17 CPVC pipe for use in closed (process or supply) or I PocWi MaWW - (W ShMn) -- Mineral wool insulation firmly packed into opening as a temporary I FK VbW or DWIIy MokwW - So" - Minimum 1/2 in. thickness of fill to be a rigid sheet material, cut to fit the contour of the penetrating Rem and positioned as required to 10-01 vented (drain, waste or. vent) Piping systems. 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. PA 04 C. krylonit6le Butadiene Styrene (ABS) Pipe Nom 6 in. diam (or to accommodate the required thickness of fill moteriol. In floors form may be removed after fill material surfaces of wall. At the point contact location between pipe and concrete, a t FR. Void or Q* UdKW - Moft - Min 2-1/2 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 material is mixed at a rate of 2.5 parts dry mix to one port water by weight in accordance 0 4. Fil, Vow or Cady MAN* -- SeoW -- Min 2 in. thickness of fill material applied within the pipe interface on the top surface of floor and on both surfaces of wall. with the installation instructions supplied with fill material. closed (process or supply) or vented (drain, waste or vent) Piping systems. annulus, flush with top surface of floor or with both surfaces of well. HILTI CONSTRUCTION CHEMICALS, DIV OF Pipe Nom 6 in. diam (or smaller) HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- Type FS635, CP636 or CP637 D. Flume Retardant Polypropylene (FRPP) Pi HILTI CONSTRUCTION CHEMICALS, DIV OF Schedule 40 FRPP pipe for use in closed (process or supply) or vented HILTI INC -- FS-One Sealant HILT) INC - FS-ONE Sealant *Bearing the UL Classification Mark (drain, waste or vent) Piping systems. +Beoring the UL Listing Mork *Beoring the UL Classification Marking 4. MOM Cow Pkh - Min 18 go. steel with max I.D. 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 OWN221DEVEMPM between underside of floor or both sides of wall between collar and floor or wall surfaces. 5. Fwo*p Dance* - Fraft Coyer - Firestop, collar shall be installed in accordance VAM RESORTS With the accompanying installation instructions. Collar to be installed and latched DEVELOPMENT around the pipe and secured to underside of floor or both sides Of wall Door using the anchor hooks provided with the collar. (Minimum 2 anchor hooks for 1-1/2 COMPANY and 2 in. diam pipes, 3 anchor hooks for 3 and 4 in. diam pipes, and 6 anchor PLASTIC ENT PIPE I N METAL PIPE THRU M UTIPLE P ENETRATIONS I N AVON,COLORADO hooks for 6 in. diam pipes). The anchor hooks are to be secured with 1/4 in. 0 ATEMIrrWrOFIBCORD diam by min 1-1/2 in. long steel expansion bolts, or equivalent, i CONCRET 3 - HR RATING CONCRETE : 3 - HR RATING CONCRETE : 3 - HR RATING n conjunction With steel nuts and min 3/4 in. diam steel washers with one anchor bolt in each 6 SCALE: N.T.S. CAJ-2098 4 SCALE: N.T.S. CAJ-1278 2 SCALE: N.T.S. CAJ-1140 anchor hook HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 643 50/1.5'. CP 643 63/2'. CP 643 90/3". CP 643 110/4" I / ARCM or CP 642 160/6* Firestop Collar DenvW.cakraft 6. FIN. Void or Q* Mdv&P - Smhd - Min 1/2 in. thickness of fill material System No, C-AJ-5090 System No. WW-D-1011 System No. C-AJ 6006 XASMPLANNU applied within the annulus, flush with bottom surface of floor or both surfaces of F RATING = 3-HR, IF RATING = 3-K% & Assembty Rating - 3 Hr DW0.04 ARCHUS= wall assembly. Additionally, nom 1/4 in. beads of fill material applied between T RATING = 0-HR, T RATING = 0 HR. concrete and cover plate and between cover plate and firestop device. L Rating NoWmt JoInt VIdth - 3-1/2' HILTI CONSTRUCTION CHEMICALS, DIV OF - _9 At Amblent - 4 11M Ft HART I HO TON HILTI INC - CP601S, CP606 or FS-One Sealant L Rating At 400 F - Less Than I aM/Sq Ft Class H Movement CapablUtles - 14X Compression or Extension NEWYOMNIMYORIK *Bearing the UL Classification Marking A 5B MUCrURALEMEIGIM A AVON,CKUKRAM NOSCHANICALELECrRICALEMOMIM AVON.COLORADO aM ENG09M ALPMENGDffMMQQDIC VAU�CDIDRADO 4. A - :A PROJECT NUNBEX- 2M.00 3 4 SECTIUN A-A -A ' 1. Floor or Wd An&T* - Min 4-1/2 in. thick reinforced lightweight or A ISSUE REVMON DATE normal weight (100-150 pcf) concrete. Wall may also be constructed of 0. 04 CONST DOC any UL Classified Concrete Blocks*. Max diam of opening is 8 in. See Concrete Blacks (CAZT) category in the Fire Resistance Directory FORPERM117117 07.23.04 for names Qf manutocturers. 2. Mdft Slew (Optional) - Nom 8 in. diam (or smaller) Schedule 10 A SECTION A-A 05106 CONST DOC 0&13.04 (or heavier) steel pipe. 3. lbu* Panebonts - One metallic pipe or tubing to be centered within 07 BLDG.2/CONSr. 09.02-04 the firestop system. Pipe or tubing to be rigidly supported on both sides 1• VM A�* - Min 4-3/4 in, thick reinforced lightweight or normal 1. Fhw or Way Assecift - Min 2-1/2 in. thick reinforced lightweight or of floor or wall assembly. The following types and sizes of metallic pipes weight (100-150 pcf) structural concrete. Wall may also be constructed of normal weight (100-150 pcf) concrete. Wall may also be constructed of 08 BLDG.3/CONST. 09.24.04 or tubing may be used: any UL Classified Concrete Blocks*. any UL Classified Concrete Blocks*. Max area of opening is 560 sq in. A Steel Pipe - Nom 4 in. diam (of smaller) Schedule 5 (or heavier) See Concrete Blocks (CAZT) category in the Fire Resistance Directory with a max dimension of 28 in. 09 BLDG.4/CONST. 10.11.04 steel pipe. for names of -manufacturers. See Concrete Blocks (CAZT} category in the Fire Resistance Directory lo BLDG.5/CONST. 10.25.04 B. Copper Pipe - Nom 4-in. diam (or smaller) Regular (or heavier) copper 2. JOW S)Wnn - Max width of joint (at time of installation of joint 2 for names of manufacturers. . Busww+ - 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 Zo FWAL 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, 5000A The busway 6A/7A/8AL/WIQA/11 copper tubing The joint system shall consist of the following: shall bear the UL Listing Mark and shall be installed in accordance with - 4. TWO kwJ*n-P1wffcv+ - Nom 3/4 in., thick acrylonitrile butadiene/ AL Packing Material - Min 4 pcf mineral wool batt insulation installed in all provisions of Article 364 of the National Electrical Code, NFPA No. 70. FINAL CONW 01-03.05 polyvinyl chloride (AB/PVC) flexible foam furnished in the form of joint opening as a permanent form. Pieces of butt 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 I in. 16 ADDENDUM 5 05.16.05 See Plastics+ (QMFZ2) Category in the Recognized Component Directory joint direction, such that batt sections are compressed min 22 percent I Fame - (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. Fkedop 9jA= - The firestop system shall consist of the following: 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 mineral wool batt material. Adjoining lenghts of batt to be tightly-butted with butted 4. Fig, Void or Ca ft Material* - Trovid" Fro@Wp CoffpwjW - Min insulation firmly packed into opening as a permanent form. Packing seams spaced min 24 in. apart along the length of the joint. 2-1/2 in. thickness of filf 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 rote 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 wall. 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 Elostomeric 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 *Bearing the UL Classification Marking FIR with both surfaces of wall. ESTOPPIN rf G HILTI, Inc. - FS-ONE Sealant +Bearing the UL Listing Mark _TA I LS co *Bearing the UL Classification Marking DIP TUNNEL & RESIDENCES PLASTIC PIPE IN INSULATED MTL. PIPE THRU WALL TO WALL JOINT IN ELECTRICAL BUSWAY IN CONCRETE : 3 - HR RATING CONCRETE : 3 - HR RATING CONCRETE : 3 - HR RATING CONCRETE : 3 - HR RATING 7 SCALE: N.T.S. car-2110 5 SCALE: N.T.S. CAJ-5090 3 SCALE: N.T.S. WWD-1101 SCALE: N.T.S. CAJ-6006 ■