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HomeMy WebLinkAboutWest Day Subdivision Lot 3 Building 3 (5) ® 2004 42140 ARCHITECTURE, INC. I .0531 � =H j Lj [LIE LLI 1 CRAKE, TYP. 6 1 1 OEAVE, TYP. 1 - - NORM s o ° W / \ ROOF FRAMING VARIES I / (RE: STRUC.) 7 .0712 W CEILING FRAMING VARIES h`I \ / (RE: R.C.P. FOR HEIGHT) Cn z ROOF FRAMING VARIES � O UNIT BEYOND VARIES n/ (RE: PLANS) (RE: STRUC. AND ROOF PLAN) 1^ � CEILING FRAMING 0 (RE: R.C.P. FOR HEIGHT) 0 UPPER LEVEL = +10'-4" `� UPPER LEVEL = +10'-4" T.O. PLY — — T.O. PLY FRENCH BALCONY �* 7 (RE: DETAIL 2/A532 SIM.) N 712 OWNEWDEVEMPER 1 1 1 VAIL RESORTS I 1 j DEVELOPMENT -~ ""'� ♦ i COMPANY 3 / NOTE: FOR WINDOW SILL & AVON,COLORADO A753 N� FOR WINDOW SILL & HEAD HEIGHTS REFER TO ARCHT BCTOFRSCORD EXTERIOR ELEVATIONS HEAD HEIGHTS REFER TO WINDOW TAGS EXTERIOR ELEVATIONS WINDOW TAGS I GUARDRAIL DESIGN 1 (O.H.) SIM. � J \ VARIES (RE: EXT. ELEV'S) �� oerwer,Cotorada 753 � DECK SLOPE �♦ (RE: 2/A532) 1 1 I�ASr>;R PI.►NnIBx DESIGN ARCHRTILT 1 � � ■ HART I HOWERTON 1 NAV YORK,NEW YORK ■ ♦ I 5 MUCTUML ENGI NM MONROE&NEWML ENGDnMS,INC FINISH FLOOR +3" 2 1 FINISH FLOOR +3" AVON,COInRADo - - I (RE: CIVIL) .. OR um 1 (RE: CIVIL) Afl1CHANW_ALEtEcnucAL NGDVESR WE ENGIN13 M,D- MAIN LEVEL = +0`-0" _ � AvoN.COI,ORADO _ MAIN LEVEL = +0'-0" CT.O. PLY T.O. PLY ArrnvE �,ft4C. t 1 VAn,COIARADO ° f PROJECT NUMBER: 209()(1.00 ♦ ♦ ! LSSUE REVISION DATE a " 07 BLDG.2/CONST. 09.02.114 ' — BLDG.4/CONST. 10.11.04 IT_ NOTE: REFER TO FLOOR _ PLANS FOR WALL TYPES 3 eo-- BLDG.5/CONST. 10.25.04 ° A753 6A/7A/8A/4A/10A/11 FINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 T.O. WALL f — n — f� - 7 GRADE - e - 7 (RE: CIVIL) - — _ GRADE VARIES (RE: CIVIL) JETCONCRETE TERRACE (SLOPE TO DRAIN) m - ___. li ICI=-=1�i�lli;Ili�lil�lli =-� 11;-f � f—�! 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RAM)AL JO>-lN�G1N 1 ! n Oki _ I s j j f 1 n 1 T. PLY ` — — - [ W rte _ ARCH .00CURS T Q I 1 RIDGE HEIGHT >� I I SOME BUILDING ! 0 (RE: ELEV, AND RCP) • ♦� LULLL 1 W � I -- , 533 rrr.o r.» rMr wr - 3 � Q >4 .0533" ! OPNG OCCURS ! I W U O D ! (RE. EXT. I ENTRY. PORCH ! ELFV.) ! I y _LL _L L 1 1 STONE EIGHT VARIES ! .0533 ! pl [ I m m m m m m m moo (RE: ELEV.) L - > i I 1 no nor -_ IL UNIT BEYOND (VARIES) -, dL S I — �- III—I I — — -- - - —•;• I L f RE: PLANS E I I. Ii I {I{ I � =.i IIrI=�fll.—f�I �fli�[�[=[�I�_ f�l�lll=lif—f��;,I�1�-=�l�i��,1- 11-111, _ • � - d c - V 1 .Pe - - • - - O . • 4 o ♦y P e P P �t 4 v n ° LS OWNERJDHVFLOPPR v n - -- o VAIL RESORTS DEVELOPMENT COMPANY !��Zj�AL�11A�LL�S�EC�TIOW�U�NI�TB �� A°°N'C°�x"D° ARcHITEcT OF RECORD 2 [ ® 1 fi � ■ J Denver,C brado 1 Sllul. � r .. .. 1 .0533 MASTER PLANNER ♦A .. .I. rr � DESIGN ARCHITECT I T. . PLY -- - - - -- �-1- HART HOWERTON I NBW YORK,NEW YORK I 1 1 I STRUCTURAL ENGINEER I I I I MONROE&NEWELL Ewuis tS,INC AVON.COLORADO —� iICAL ur rrrorCALENGORM I ` M£E1}GE umm INC AVON,COLORADO --� UPPER LEVEL +10'-4" IJ ALPINE ENGINEUMG,INC. I VAII,COLORADO PROJECT NUMBER 20900.00 1 � OPEN 3 ISSUE REVISION DATE RED: CIVI�VA IES) T 07 BLDG.2/CONST. 09.02.04 os BLDG.4/CONST. 10.11.04 ! i BEAM (RE: STRUC.) ' io BLDG.5/CONSr. 10.25.04 ! STUCCO � I \ I � - as !�6A/7A/8A/_9A/]OA/]1 ENTRY PORCH ! OPNG OCCURS ! - _ - -_ - FINAL CONST 01.03.05 S 101 (RE: EXT.. — -- _ ! ELEV.) ! _ [ I I�I �B ADDENDUM S 05.16.05 ! ! ENTRY DOOR —_ —I I 1- 1 ,1 11-1 I l�l 4 (RE: .0711) ICI 111 111T1 I f [ f— �— — 11— —1 I �1 I '1 _I �: e v. —V,--– r- - – �- h -- - Sim. _ — 1 ! 11-1 I ICI I Ei I 1-1 11—1 I Iil 11-1 i !— I I i Il 11;1 I [=III k l ICI 1 I-1 1 —I i I I I E11 I—1 1I E 1 I I—1 I I—11 I— 1 F-71 1 I=1 11--1 l . FINISH FLOOR +3" (RE: CIVIL..) 4 p A a a •a e a a • r Q MAIN LEVEL = +0'-0" T.O. PLY e ARAGE 4 - I RE: TUNNEL ONS I I-1u=LL1 —I I I—I-�I f 11 n,,I I I ,;I l l ICI I Irk 11_ PACKAGE e • � • 6 _ a c - � I '� d WALL SECTIONS GARA v RE: TUNNEL CONST. UL PACKAGE A417 1 PARTIAL WALL SECTIQN UNIT �scn,a.g 1 WALL SECTIQN UNIT B Qc 2004 4240 ARCHITECTURE, INC. 1)i,l i ---------------------- -s�. � Ze I r LET! JAI — SIM. 1 — (O.H.) A533 i I I I I H r- II Z 0 I i ROOF BEYOND ` *� • E I I I W � l O { � V W A Ww � I � x 1 z W p A 0 1 SIM. BEAM .0633 (RE: STRUC.) '• C l A6 (O.H.) J1 UPPR- LVl T+10'-4' �_-- — _ _ -- _ OWNER/DEVELAPER T.O. PLY %NI ✓ Jul .881811� Nr VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO \ ARCHTr&('r OF RECORD A \\ SOLID WD. BEAMS �J A�rrr�c:rtmE Denver.Cakado CTO SKI TO UTILJIY MASTER PLANNER CLOSET & DL3SLGN ARCHMCr ® HART�HOWERTON � NEW YORK,NhV YORK STONE TERRACE I (RE LANDSCAPE) MONRO& ENG]3IC AVON,COLORADO " Imo CRAMCALE,LECMCALENGLNEER T.O. PLY NOEERS, AYON,CIARADO III !- -Ill-1 l� 11 -1 I �! I If I I 1-1 I i I•:I 1= I ! f=l I =f 1 b • U„llJJ11UUUU ALPS LNC •� a . PROJECT NUMBER 20900.00 ° a o b Js ISSUE REVISION DATE 08 BLDG.3/CONST. 09.24.04 L BLDG.4/CONST. 10.11.04 10 BLDG.5/CONST. 10.25.0.4_ A6A/7A/8A/9A/l0A/11 GARAGE FINAL CONST 01.03.05 (RE: TUNNEL CONSTRUCTION PACKAGE) ` 16 ADDENDUM 5 05.16.05 3 GARAGE LVL=-12• '—_---_—.------------------------------------ --------- T.O. PLY P ° ° a b a �p�° lil=lip=1 �=III-i � 1 - _ �°� _—F I F= la I I--I E 1—I I —i I IEl I r a —I 11—1 i I�� I I--_I 11 1 - a °°� ..... WALL SECTIONS 1=1 ° I I p A p a p a —III I II!'11 I�I 111 I I—III—_� 1 I— I I-1 11—III—I 11—III—I 11 I I I I I=1I11=III-11 I- -111—k : I__.-_� ; �—II�,�IIII�i�llli;ll I /'T,�WALIL SECTION (ITNTT A ) �WAI�I, SECTION (UNIT A ) ,� -- - - f ® 2004 42140 ARCHITECTURE. INC. pF C01 p A �� Ov E. RANDAL JOHNS N "F, INTERIOR CORNER REINFORCEMENT OUT5IDE CORNER REINFORCE RENT sx AR `�'�� SNOWMELT SUPPLY & STEP I ® 3" RETURN (SEE NOTES 1&2) STEP I MIN. C C TYP. E PIE t. STAINLESS STEEL BAND CLAMP V J PI UNCURED NEOPRENE FLASHING - g" (SEE NOTE #3) CLR- NEW 2" HIGH CONC, CURB. CLEAN i � ` [� & ROUGHEN TOP OF CONC. SLAB -- c ` DOWEL EPDXIED INTO CONC Z 0 I PRIOR TO PLACEMENT J c ` / PRIOR TO INSTALLATION OF W.P. r7 HORIZONTAL WATERPROOFING RE.RE: STRUCT DWG5 PQ � MEMBRANE (SEE NOTE 4) ' A DETAIL WATERPROOFING I— L. J PROTECTION AROUND DOWEL PENETRATION H O 4a . - . . WATERPROOFING MEMBRANE � � �po I STEP 2 CONCRETE WALL OR SLAB W Q a q w _ ' - Y d• y]a fF L. •.d . I - V C.I.P. OR PRECAST CONC. SLAB i s d ° a a I I 1 4 w FIRE—RATED CAULKING MATERIAL _ } , } , v L < a 11 11 : d a ° w i i ,� � � 4 -- II II 4 � � , , 11 II ° LuJ _ NOTES: ' 4 d a ° 1. PIPES SHALL BE COPPER. POLYETHYLENE TUBING SHALL NOT BE USED FOR PENETRATION. 2. MAX. OPERATING TEMP. M 135'F,- MAX. TEMP. ALL CONDITIONS 180'F. 3. REFER TO MANUFACTURER'S DETAILS FOR ADDITIONAL INFORMATION. 4 4. OTHER LAYERS OF HORIZONTAL WPM SYSTEM NOT SHOW FOR CLARITY. a d SEE TYPICAL DETAILS SHEET A505. ALL OTHER DETAILS OF HORIZONTAL. & '3 COMPLETELY OATN51OF" ALL EXI'015ED REINFORCING STEP 3 COMPIMY ENCAPSULATE All.EXPOW REINfOWNG VERTICAL TRANSITIONS APPLY PER MANUFACTURER'S DETAILS. WITH A TOP COATING UL i•10'i W'TWED WP' WITH ATOP COANNG OF HOT-APPLIED W '. NO R1=INl=ORgNG SHOULD BE LEFT BiP05ED OVERNIGHT. NO REINFORCING 5HOULD BE LEFT tYP0: ED OVERNIGHT. OWNERMEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORA00 ARCIarrECr O�REOOR[7 F)�P� NO�MELTPE�ETRATIONDETAIL D TYP CDR ER REINFORCING DETAILS B TYP DOWEL PENETRATION DETAILS NO SCRLE Nb 9CNE Dom,COWFOdo MAS7WLPLNNN19R DESIGN ARCHBI'IICT HART I HOWERTON NEW YORK,NEW YORK MUC URAL ENGINEER MONROE&NEWELL ENGENEW,INC AVON.COLORADO MECHANICAL ELECTRICAL EN� HOT-APPLIED WP UNCURED NEOPRENE M ENGINEERS,24C REINFORCEMENT °° PLANTER WALL OR CURB HOT APPLIED W.P. AVON,COLORADO UNCURED NEOPRENE FLASHING -Q wLpsNE ENSnvs»tnaG,>NC. Ao CONTINUE PROTECTION VAM.COL RADO HOT-APPLIED WP B" d 4 BOARD N UO 5LUNDER AT CI.R. FOUNDATION WALL TO PLANTER WALL OR CURB PROJECT'NUMBER 20900.00 d= ° a °- a ° . a o FOOTING DECK ISSUE REVISION DATE ° ° ° ; ° JOINT IN DECK RE:STRUGT DRAINAGE MAT 4 ° . . ° 04 CONST DOC awl a rmal EXTEND HOT-•APPLIED W.P. FOR PE1!tMIT 07.2304 4"MIN. REINFORCEMENT STRUCTURAL AND CONSTRUCTION JOINTS DOWN UPPER PORTION it a DETAIL WATERPROOFING 05/06 CONST DOC NOT REQUIRED AT SHRINKAGE CRACKS AT ALL CHANGES- OF WALL FACE TO Q MEMBRANE AROUND MBAR ROUGH CONCRETE= >I/)G' � c I/4°IN IN-PLANE ENCAPSULATE THE d FOR PERMIT 08.13.04 OR CRACKS UP TO WIDTH CCW 711-90 SHEET 4 4. Ill 6° CLEAN SURFACE OF W.P., REBAR FOR PLANTER WALL &BLDG-2/CONSL 09.0204 4 4 d Q PPJk4E* INSTALL 5NE1~T OF WALL/CURB TO DECK 08 BLDG.310ONSE. 09.24.04 Q CCW 711-90 12' MIN ONTO q SPRAY-APPLIED W.P.AND 09 BLDG.4/CONST. 10.11.04 4 4 UNCURED NEOPRENE UNCURED NEOPRENE 9' MIN PAST JOINT IN DECK FLASHING — _ .e = FLASHING 10 BLDG.5/CONST. 10.25.04 SPRAY APPLIED W.P. 5B FINAL CONST 01.03.05 .4 ° = EXTENDED TO WITHIN CONDUIT OR d a 30 OF TOP OF WALL d 6A/7A/a3A/9A/10A/11 PIPE LESS PIPF.IVENT GREATER THAN OR a d ° THAN L° EQUAL TO IN O • _ oa a . . 4- EMBED 6"WIDE FABRIC FINAL CONST 01.0105 e" REINFORCEMENT SHEET D d 4 °d n a n °d Q 16 ADDENDUM 5 05.1605 BTWN 2-80 MIL. LAYERS NOTES:SOME PIPE MATERIALS (COPPER, BRASS) MAY REQUIRF ROUGHENING45ANDING, d d a a d Q _ a e OF 5PRAY-APPLIED W.P. ° ° q --- IN ADDITION TO PRIMING W/5UKFACE CONDITIONER, FOR PROPER ADHESION OF WATERPROOFING. . a METAL PIPES MU5T BE FREE OF ALL OIL AND RUST. a" PROTECTION BOARD NOT SHOWN FOR CLARITY. EXPANSION JOINTS UP TO I" IN EXPAN51ON JOINT5 I'TO 2' IN I I d WIDTH AND MAX. 50%TOTAL WIDTH AND MAX. 50%TOTAL MOVEMENT ANTICIPATED MOVEMENT ANTICIPATED WATERPROOFING DETAILS TYPICAL )TYP CONDUIT PIPE PENETRATION DETAIL C TYPICAL WATERPROOFING DETAILS TYP WATERPROOFING DETAILS ISIS A � � A505 Q 2004 4240 p�CId1�C LIRE. INC.... A - . FOR TRANSITION DETAIL AT FOR TRANSITION DETAIL AT RESIDENTIAL WALLS NOI ABOVE EK7 WALL SHEATHING RESIDENTIAL WALLS AB( VE TUNNEL RE- D/-0511 TUNNEL � RE: F/A511 I J STUCCO FINISH SUB-SILL FLASHING W/ RE: WALL SECTIONS DRIP EDGE AND END & SPECIFICATIONS _ DAMS AT EACH END LAP BLDG FELT PAPER OVER LEADING EDGE OF SEALANT BITUTHA AND SHEET W.P. SPRAY-APPLIED W.P. EXTEND BITUTHENE SHEET W.P. UNDER SUB-SILL FLASHING ALL FASTENERS FOR DRIP W AND SET IN BED OF LM3000 EDGE, FLASHINGS, ETC SHALL STONE VENEER LIQUID MEMBRANE TO EXTEND BE INSTALLED THROUGH V 3" MIN DOWN FACE OF WALL SHEET W.P. n: SOLVENT WIPE FACE OF a COPPER FLASHING SET SPRAY-APPLIED W.P. PRIOR a d a COPPER FLASHING SET TO INSTALLATION OF SHEET W.P. d .1 d W a IN CONT SEALANT BED IN CONT SEALANT BED w x GRADE - RE: CIVIL ° p STONE VENEER ° CONC FDN WALL H A C? o — z RE: STRUCT vd!d un AT WALL BEYOND WINDOW SET BITUTHENE SHEET W.P. z J 4 T,,,,� a w I "Q` - 4. Q � EXTEND SHEET W.P. 12" MIN IN BED OF LM3000 LIQUID m O 4 0 _ �/ ABOVE STONE VENEER. MEMBRANE EXTENDED 3 0 I MIN o z — I ° THREADED ROD ANCHORS ° �■1 BITUTHENE SHEET W.P. TAP FELT PAPER 6" MIN OVER EACH SIDE OF JOINT BTWN Z :2 EPDXIED INTO FDN WALL - SHEET W.P. - TYP CONC AND WOOD FRAMING N — ° PRIOR TO INSTALLATION V t.I r I I d OF W.P. - RE: STRUCT �a SET BITUTHENE SHEET W.P. IN BED OF LM3000 LIQUID - a w 4 - d . STONE VENEER - - ° . - - ----I I � - - 4 MEMBRANE EXTENDED 3 MIN EACH SIDE OF JOINT BM ° ° ci I I CONC AND WOOD FRAMING ° q f 4- DETAIL W.P. AROUND ROD CONT 36" WIDE STRIP OF q w° - # a-_ PROTECT EXPOSED THREADS Z d BITUTHENE SHEET W.P. ° � Q I 1 I I BEYOND FACE ANGLE W.P. a d APPLIED DIRECTLY OVER a d x 1 ° a LEAN FREE 0 SPRAY--APPLIED W.P. AND a ° 'Q APPLY CONT SHEET W.P. OVER d Q e - GRADE N RE: CM a EXTENDED 12" UP ONTO w >- p 44 a z ANGLE AND EXTEND 4 MIN ° EXTERIOR WALL SHEATHING w ONTO SPRAY-APPLIED W.P. d a a LAP 4" MIN AT SEAMS ° N I I EXTEND SHEET W.P. 4 4 � r !'� 12m MIN DOWN ONTO SPRAY--APPLIED W.P. ° n 4 m z FACE OF HOT-APPLIED W.P. EXTENDED TO TOP OF LEDGER ANGLE INSTALLED — I CONC FDN WALL zz ® AFTER W.P. N RE: STRUCT HOT APPLIED W.P. ° PAINT ANGLE W/ TWO COATS w OF PREMIUM ALKYD ENAMEL c.� PRIOR TO INSTALLATION M TYP OWMADMMOPM 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 ARCHrrHC?OPM030 F P.M. AT TUNNEL SIDE WALL WINDOW D "W.P.M. AT WALL TRANSITION D W.P�M. AT LEDGER ANGLE 3 3 1 0 L-SHAPED COPPER FLASHING Doffirm caawwn 2" X 5" WITH 1/2" HEM DIRECTED AWAY FROM FACE OF W.P. DESIGN ARM= BURN-OFF POLY SHEET VENTILATED MART I HOWERTON FILLET BEAD OF SEALANT FACING ON SHEET MEMBRANE PRIOR TO SETTING THRESHOLD AREA TO BE PROTECTE[- ° . CRAWL SPACE N�roMN�YOx� WITH HOT-APPLIED W.P UNTIL I a a BACKER ROD AND SEALANT EXTERIOR WALL OF RESIDENCE IS CONSTRU 'TED, 2" RIGID INSULATION OVER I 4° $�L�`"ONSER DOOR THRESHOLD RESIDENCE AT TUNNEL W RESIDENCE IS MI N TE DUCTED WATERPROOFING SYSTEM I .4 MUNWE ON,COL R o 'Wr TO BE PROTECTED WITH WITH TUNNEL, ELIMINATE WATERPROOFING I ° CONT TERMINATION BAR SET IN BED OF MORTAR FROM AREA INDICATED ' HUS: — 4 a AND SEALANT AdUCHA� ENGINEERS.o a GROM c HOT-APPLIED W.P. _ PAVERS PROVIDE END DAMS IN INDICATED THUS: a EXTEND SPRAY�APPLIED v . ° CONC FDN WALL SHEET MEMBRANE AT JAMB CONDITION �_ a WP & DRAINAGE MAT TO °: RE: STRUCT ALM� PK. SETTING BED AND TURN UP INTERIOR BOTTOM OF FOOTING d d d VAPOR BARRIER SEALED EDGE a . ° INTERIOR OF RESIDENCE a Q TO FDN WALL - TYP - EMBED fi" WIDE FABRIC PROJECT'NUMBER: 20900.00 a REINFORCEMENT SHEET Q PROVIDE CONT INSUL BD BETWEEN 2 -30 MIL. OVER VAPOR BARRIER ISSUE REVISION DATE EXTERIOR OF RESIDENCE CONSTRUCTION `�� NT LAYERS WP MEMBRANE °_ a 4 TO PREVENT DAMAGE r OVER TUNNEL CONST 4' a ° : 06 CONSTDOC J .3 4 d Q . q w _ FRAMING N RE: STRUCT d ° 4 ° d �� I� FOR PERMIT 08.13 04 = d _ _- ;± ° ° ° _ d - ' O`er ° ABLDG.2/CONSi'. 09.0204 a a 4 - 0 I I I- w ¢ ' a d d_ a. d' Q ° 4_ /00** (?S BLDG.3/CONSr 09?A.04 Ld 4 a a - 09 BLDG.4/CONST. 10.11-04 - - � � I 10 BLDG.5/CONST. 10.25.04 o 10- - 4 EXTEND BITUTHENE SHEET o v EXTERIOR WALL OF RES DENCE Z _H W.P. UNDER THRESHOLD °. I I I 5A 7A 8A 9A 10A 11 I ° - AND SETT IN BED OF SPRAY-APPLIED W.P.�14 NPCATEDCTTHUS:ITH z / / / / / / I I ! III LM3000 LIQUID MEMBRANE. d c _ ° ': n FINAL CONST 01.03.05 N vd d BED OF LIQUID MEMBRANE iv f ° a A d ° TO EXTEND DOWN FACE ° 16 ADDENDUM 5 05.1605 .4 OF WALL OVER FOUNDATION TUNNEL, DECK TO BE PROTECTED r I d Q ° d a q- a 4 ° WALL W.P. WITH HOT-APPLIED W.P. :a - { FOR ADDITIONAL INFORMATION d a d - - • - - _ - ° - °d RE: TUNNEL W.P. DETAILS LAP SPRAY-APPLIED W.F . r d - d a - SOIL F111 RE: CIVIL FOUNDATION WALL OF 12" MIN. ONTO EXPOSE! HOT APPLIED 1 ° a d AND LANDSCAPE DWGS 4-c - RESIDENCE M RE: STRL W.P. (SOLVENT CLEAN S.IRFACES PRIOR TO INSTALLATION OF LAV). ° 4. n REMOVE PROTECTION BOARD FROM SURFACE OF FOUNDATION WALL OF T 1NNEL 0 4 a ' FOUNDATION W.P., SOLVENT TO BE PROTECTED WITH � �Q a a WIPE, AND LAP BITUTHENE EXTEND SPRAY-APPLIED W.P. SPRAY-APPLIED W.P. IN ACATED SHEET W.P. ONTO FOUNDATION 12" MIN ONTO HOT-APPLIED W.P. THUS: O oO 0� WALL W.P. 12" MIN. 000 FOR ADDITIONAL INFORM aTION L FOR CRAWL SPACE RE: TUNNEL W.P. DETAILS UNDERDRAIN SYSTEM ATER P ROO FI N G DRAINAGE MAT AND PERIMETER DRAIN IN RE: CIVIL c c RIGID INSULATION FREE DRAINING GRAVEL CONC FOOTING DETAILS PARTIAL PLAN & WRAPPED IN FILTER FABRIC - RE: CIVIL RE: STRUCT RESIDENCES E W.P4M. AT TUNNEL SIDE DOOR THRESHOLD (ENMopomis . RESIDENTIAL TIE---IN TO TUNNEL — PLAN VIEW A X. TERMINATION AT FTG 1 -0 3"� , --Q � A51 I pc 2004 42 • RE. INC. col JGHR E. RAND LAP FELT PAPER OVER FLASHING ENCAPSULATE END DAM o STUCCO W/ CONT WEEP SCREED IN HOT–APPLIED W.P. = EXTEND HOT–APPLIED COPPER FLASHING W/ HEMMED W.P. MIN 8" ABOVE FIN FOR ADDITIONAL INFORMATIO ! EDGE SET IN CONT SEALANT FLR 0.EV OF TERRACE COPPER END DAMN RE: B/A512 BEAD ON TERRACE PAVERS z RIVET & SOLDER ALL JOINTS WATER TIGHT "••`• . .�+�+y✓+ TERRACE PAVERS TERRACE PAVERS OVER a� SETTING BED AND UNCURRED NEOPRENE Va CONC TOPPING SLAB FLASHING EMBEDDED W PROVIDE BACKER ROD IN HOT–APPLIED W.P. CONT FACIA TRIM [BOARD AND SEALANT AT LAP FELT PAPER SLOPE TERMINATIONS OVER W.P. N fi" MIN TO DISSIMILAR ,T>- xrR ;4y� s,�. •4,t. % 4=,`�-- Z Q MATEALS, TYP. E N D DAM ISOMETRIC STONE VENEER �• �4. w• 4. f;ti ` ,=�/• - -' d ° . ,+ -USE HOT–APPLIED W.P. TO EXTEND HOT–APPLIED W.P. STRIP--IN GUTTER FLANGE INTO a -° 4 A Q MIN 8" ABOVE FIN FLR EL EV HORIZ DECK MEMBRANE DRAINAGE MAT N TERMINATE OF TERRACE LAP 4" MIN ONTO DECK W.P.AND 2 AT VERT FACE OF WALL °' MIN OVER VERT FACE 31i"x.x8" HIGH OF GUTTER N TYP COPPER END DAM N TYP ■y W AT TERRACE DECK EDGE HOT–APPLIED W.P. Q MEMBRANE REINFORCED (� UNCURED NEOPRENE FLASHING AT ALL JOINTS IN ` EMBEDDED IN HOT–APPLIED W.P. PLYWOOD SUBSTRATE A BACKER ROD & SEALANT ry TONGUE AND GROOVE PLYWOOD DECKING W RE: STRUCT TERRACE PAVERS OVER � � . .. Z 4 SETTING BED AND CONIC i l d TOPPING SLAB W DRAINAGE MAT N TERMINATE AT a VERT FACE OF COLUMN RIGID DRAINAGE SPACER 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 TIT: STRUCT FLANGE AS NECESSARY TO JA oWNER/09MOPER PLYWOOD SHEATHING OVER RECEIVE WP MEMBRANE VAIL RESORTS WOOD FRAMING N RE: STRUCT DEVELOPMENT COMPANY AVON,COLORADO ARCRUECr OFS®CORD E T BRACE WT.M. AT STONE C O L U M N T E R R A C E W TOM EN EDGE A $ TE RA CM .P.M. AT THRESHOLD/WALL FA A Eli i a NOTE: SHOULD CONNECTION OF WOOD PLANxIt IN VARY FROM WHAT IS SHOWN & HEREIN, CONTACT WP CONSULTANT DOOR THRESHOLD SET IN DIMGN ARCtffrRCr TO CONFIRM WP INSTALLATION CONT BEAD OF SEALANT HART I HOWERTON 3/4" WOOD RAILING POST (NOT SHOWN FOR CLARITY) NHSVYO V NBW YORK COW SAWCUT REGLET IN L--•SHAPED COPPER FLASHING SIRUC7URALMNGMEL RAILING POST W/ BACKER ROD & 2"x5° WITH X- HEM -DIRECTED MOMOFt&NRWw.LMrsUaBSRS,WC SEALANT AWAY FROM FACE OF W.P. SET SHEET W.P. INTO CONT. BED AVON.COLORADO OF LM3000 LIQUID MEMBRANE N I UMCHMICAL MXCTRWAL MIlGnUffit STONE VENEER 1/13–IN. ASPHALTIC PROTECTION BC ARD CONT BITUTHENE SHEET W.P. LIQUID MEMBRANE TO COVER FULL "RNCnaMM Ivrc WRAPPED UNDER THRESHOLD HEIGHT OF WOOD BLOCKING AVON.COLORADO COPPER FLASHING N COUNTER HEI# �J.�aRR LAP FELT PAPER & SEAL ALL VERTICAL .JOINTS N H -M TO CREATE NQ DAMS JAMBS OVER BITUTHENE PAPER LOWER END AS SHOWN N Pn�LNG taRAW FIN FLR OF RESIDENCE vAa.,cowRADo SHEET W.P. ," B" MIN PROVIDE SNAP CLIP AS–SHOWN TO BACKER ROD AND SEALANT ANCHOR METAL INTO REGL.ET PROJECT'NUMBER: 20900.00 SPRAY APPLIED W.P. BACKER ROD & SEALANT PATIO SLAB N RE: STRUCT TERRACE PAVERS OVER © SETTING BED AND CONT 3f3" WIDE STRIP OF - :. $��•:ti. CONIC TOPPIP:G SLAB a ISSUE REVISION DATE _ - d BITUTHENE SHEET W.P. � •�..'-"•:-":.. _ :,y -�• - .a v - BITUMEN DIRECTLY OVER - DRAINAGE MST N TERMINATE o 06 CONSCDOC v SPRAY—APPLIED W.P. AND = a ° AT VERT FAC OF POST 4 a EXTENDED 12" UP ONTO "� 4 - FOR PIiMIT 08.13 04 °q a ° EXTERIOR WALL SHEATHING LAP 4" MIN AT SEAMS � � BLDG.2fCONST. 09.0204 Q HOT—APPLIES W.P_ MEMBRANE -f I I I I 08 BLDG.3/CONST 09.24.04 SOLVENT WIPE FACE OF a CONIC PEDESTAL FDN a v SPRAY APPLIED W.P. PRIOR REINFORCED AT ALL_ JOINTS ° CONIC FDN WALL d TO INSTALLATION OF SHEET W.P. IN PLYWOOD SUBSTRATE N - I I a RE: STRUCT 09 BLDG.4/CONST 10.11.04 EXTEND 4 !� IN ABOVE FIN a 10 BLDG.5 1CONST. 10.25.04 RE: STRUCT - - 4 ° a BACKER ROD & SEAN COPPER GUTTER NOT -1 SHOWN FOR CLARITY ELEV 0= TEF 7ACE PAVERS EXPANSION JOINT MATL - I I I I a •q Lg t. .� a=. - bA/7A/W9A/1A11 4 RE: D'A512 e 4 FINAL CONST 01.03.05 PATIO SLAB PLYWOOD DE KING .04 ° Q REMOVE PROTECTION BOARD RE: STRUCT RE; STRUCT 16 ADDENDUM 5 os.�6.0� FROM SURFACE OF FDN W.P., } le� � a- � THREADED ROD ANCHORS a° °. BITUTHENE SHEET W.P. ONTO SOLVENT WIPE, AND LAP EPDXIED INTO FDN WALL 4 ... `� � a - � - - a FDN WALL W.P. 12' MIN � _ PRIOR TO INSTALLATION a a a UNCURED NEOPRENE FLASHING a WOOD FRAMING Li OF W.P. N RE: STRUCT ° RE: STRUCT TYPICAL 3 S DES N OMIT ON a v . a EXTERIOR FA:E OF POST DRAINAGE MAT a n RIGID INSULATION I I a DETAIL W.P. AROUND ROD 44 d PROTECT EXPOSED THREADS BEYOND FACE OF ANGLE TO d_ KEEP CLEAN & FREE OF W.P. EXTEND BfTUTHENE SHEET W.P. n DOWN FACE OF FDN & OVER ANGLE WATER P RD d E�N G DETAILS LEDGER ANGLE INSTALLED AFTER W.P. N RE: STRUCT RESIDENCES PAINT ANGLE W/ TWO COATS A OF PREMIUM ALKYD ENAMEL PRIOR TO INSTALLATION w TYP �-y. AT ST MN E CO MU MN BASE TERRACE 11I.P.M: AT RAILING 00 ST A FDN W.P.M. AT THRESHOLD WALL Q A51 2 GRID GRID © 2004 42140 T. TUBE, INC. NOTE: BAY WINDOW / � " •f''��' WOOD RAILING ASSEMBLY, ' OCCURS 0 SOME B 1'-6' 1 9 UNITS ONLY. (RE: SEE DTL. 2/A532 FLOOR PLANS) 't'L GRID ---- 4 — — — - — --- — -----T-- — ---------- �'-"'� r� 8X8 WOOD NEWEL POST, LAG GRID �► I ° ° SCREW TO WALL STUDS W/ � I QI N (2) VO x 12", TOP & BOTT. --� 144 ►� < COPPER STONE C 71J A71 I 1 2 4 I ry HEMMED DRIP H EDGE,OVER E AP STONE TERRACE Q, is I I EQ.1 EQ.1 SHEET WATERPROOFING SET VJ ' (RE: LANDSCAPE) I i ® I I 11" IN LIQUID MEMBRANE BED. I 1 I I I SEE f/A51 2 FOR SIM. I ENTRY _ _ _ APPLICATION. V DETAIL OCCURS AT ni I B10# ill _g" A532 BAY WINDOWS LONLY " " F_( I 2�i X 7 STONE CAP, Q GRID — -- — I — — — — -- -- � NEWEL POSTS) BEEN � �,,,4 _ m OPENING ABV., I I CEDAR GUARDRAIL AND WHERE OCCURS ENLARGED BAY WINDOW (2) 1Y" RIM BOARD }y DECORATIVE BALUSTERS - I FLOOR ABOVE (RE: EXT. ELEV S) 1/2" 1'-0" A O (RE: ELEVATIONS FOR C3 I 4 1 _ (WHERE oGCURS) MDT-17.dwg GUARDRAIL TYPE) � I A712 ! o W I 6. mo•+` I 6 I 6 X 12" FIR TIMBER, L I A533 .i .r. .,w.. i ...� W/ Y2"O x 8",LAG W *O I MAIN LEVEL = 0'-0" I I SCREWS AT 2 -O o.c., C T.O. PLYWOOD S BFLOOR OPENING C I RECESS & PLUG U WHERE OCC S I - 1 -1 � L 1 �`2,_ (RE: EXT. EL 'S) I „ - ONE I CE STONE � � ® 1 - - � - - 1 HEAD DTL M 3/A75300R Fri � •rK B4NCF 1 I ! 1 0 I _ COPPER GUTTER W/ � M 1 , o -p�•' 2,_74,� �}'-q.�" — x Y) _ A HEAT TRACE ;� c i $» # 104„ 1'--8" 1 3/A532 j F OCCURS TRIM, WHERE I I FRENCH BALCONY DETAIL �/y _ I - 2x WOOD TRIM A I 1 1 - RE' EXT. ELEV. _ -- _ I 7 I" = V-a" 1SCO1.dwg !w1 1 i i i 0 O •p�, _0­N PIECE STONE I I I 6'--4" N SILL TYP. - I WOOD RAILING ASSEMBLY, ---I A a, I - SEE DTL. 2/A532 6x$ ORNAMENTAL TIMBER BALUSTER DESIGN VARIES, 7 BRACKET I o I SEE BLDG ELEVATIONS & - PATIO ORS _ 'r' (RE: GARAGE LEVEL R.C.P. - - - - - _ - - I DTLS 5. 6 & 7/A522 BEYOND A521 VENEER CAP ----FOR OCCURANCES) STONE, TYP. I I 1 141.1 2'-5" Ir A STEP WALL OCCURS ® SOME "B" UNITS, RE: ELEVATIONS RECESSED & PLUGGED �� A533 LAG SCREW 11 I I I I 1 1 11 1 1 I I I I I I I I I I I —STONE VENEER # " — " 3'-6" PIER VAB, RESORTS - I axa wooD I I I I i t 1 1 I I I I I I I I I I I I I I A NEWEL POST I I I I I I I I l i I I i t I l I I I I I I DEVELOPMENT LOPEN'G ABV.,WHERE OCCURS COMPANY 1 (RE: EXT. ELEV'S) 2X2" X 7" STONE CAP, I I I I I I 11 I I I I I I I I I I I I I I I (SINGLE PIECE BETWEEN l I 1 I 11 i I I I I I I I I I 1 I I i I I AVON, O NEWEL POSTS) _ � ENLARGED GUARDRAIL ELEVATION � ENLAaRGED ENTRY FLAN UNIT B „dw& J 1/2" = V-0" (® HIGH PIER CCNDMON) A-DT--51.dwg RECESSED & PLUGGED _ - - EL 10'-4 FA GRID LAG SCREW T.O. PLYWD. SUBS. GRID . J Aecyrr�cn, 6 X 12" FIR ° OWNW,Cobrado A TIMBER MAS"C1�R pLANN�t 5 WOOD TRIM, RE: DESIGNARCFEnIrcr I DOOR HEAD DTL. HART HOWERTON A COPPER GUTTER A 3 A521 3/A753 ° ° MWYOMWax0RIc fi Wj HEAT TRACE � - ® A A532 A A532 M m Own o m i i i RL: ARCH. FLR. PLANS � i m i i rr am i i rw i w�.` ESE; ARCH FLR_ PLANS ` MOMOrl&Nl LLBNGW8Wt,,INC 1 -7 � - PA 0 OI25 Avo>v.ca�oxiwo FOR COLUMN LOCATIONS, TYP. _ FOR COLUMN LOCATIONS, TYP. �Na ---�- rMcHWcALBLECrxze.uaNIGNM 1 1 1 N WR ENCMMS,naC AVON.coLORAM FRENCH BALCONY ENLARGED CMMENGINM VAILCODDRADO 0 1 PROJECT NUMBER: 20900.00 l ISSUE REVISION DATE EQ.1 EQ.1 1 -. N 1 1 06 CONET DOC _ _ 4" MAX (TYP: .2 EL ,-- i'OR�Enl►l[1 08.13.04 1 1 BLDG.2/CONET. 09.0104 EQ.2 EQ-2 1 BLDG.3/CONST. 09.24.04 * 01m i i i am am mm i M ...i i� � � � � � GRID fle BLDG.4/CONST. 10.11.04 nomm 4#14 x ri '~" ' i to BLDG.5/CONET. 10.25.04 8 I < z o A753 A6A/7A/8A/4A/10A/11 FINAI.CONST 01.03.05 F= STONE DECK STONE DECK a: I „ ,• T12 ADDENDUM 1 01.12.05 w o ® 4 —1 /4" 3�-5• , 2 7 2 -9 4 — _ A 1'-1 OIV2 is f ADDENDUM 5 05.16.05 STONE T CE w o 414 I STONE BENCH ��(RE: D) � I [� (RE: 1/A534) �S �- SKI o f - - - CLOSET CONIC. STEM WALL FACE OF FRAME l BELOW BENCH I WALL AT STONE CAP 1 HEIGHT.. WALLS ARE BATTERED BACK — ENTRY rrl" AT 2' AT SOME A101 , 4 Now UNITS RE: ELEVATION 2X4 WALLS, 4- LA DRAWINGS TYPICAL - , - A712 b I D 1 O.H•) ENLARGED PLANS i 535 ro * RESIDENCES STONE VENEER 2X4 WALLS, A CAP, TYPICAL TYPICAL 1 v 1 1 1 m m z 2'—1 l 2„ 10'-3" 2'-11y2" N 1A I A521 J L C 0 ENLARGED DECK UNIT _A (UNIT B SIM. ) I ENLA YG ED ENTRY PLAN UNIT/I jini! Dirp rnion.moNN A-DT-tddW^< A D7 1S.dwg © 2004 4 CTURE, INC- E. RnItC A L ,1C'-i N" N 4" VOID 2" ORNAMENTAL 12 1 � 2" ORNAMENTAL WOOD PANEL WOOD PANEL 4' VOID �fff 1"x 3" WOOD NOTE: TRIM 1. NO VOID TO ALLOW A 4' SPHERE TO � PAS 3 THROUGH � ZH 0 w � GUARDRAIL DETAIL — C 7 1/2" a—oT-70.dwy 1�4 1" VOID 04" ORNAMENTAL WOOD PANEL 3j" ORNAMENTAL 3" VOID V WOOD PANEL A Fz NOTE: W C� 1. START LAYOUT OF RAILING AT CENTER �y OF DECK AT CENTER OF 3" VOID r `/ 2. NO VOID TO ALLOW I A 4" SPHERE TO w 0 PASS THROUGH ^/ Fwiy a GUARDRAIL DETAIL A-DT-�D.dB OWN WDAWL0PBR 1 v'x 10.. WOOD Nun I VAIL RESORTS 1" VOID ' ORNAMENTAL DEVELOPMENT 7" ORNAMENTAL WOOD PANEL COMPANY WOOD PANEL 3" VOI p AVON,COLORADO NOTE: - 11 ARCHYMC'T OF RECORD 1. START LAYOUT OF RAILING AT CENTER OF DECK AT CENTER OF 11" VOID J 2_ NO VOID TO ALLOW ARCHITECTURE A 4' SPHERE TO Deaver,Colorado PASS THROUGH { MASTER PLANNER. & DFMGN ARCUrfECr HART f HOWERTON NSW YOM NMYORK .0536 s=ue ENGn4fflR ��A RD RA IL D E TAIL �- A 1dONROE&NN,CO RADO HRS.INC GUTTER DOWNSPOUT AVON,COLORADD" A-DT-70.dwg ll6CHAMCALELfi`MCALEMWM K 1 MEENG>NEM n4C AVOID.COLORADO EQ.2 EQ.2 \ ciVn�NGn >:x AUDM ENGINE?RING.INC. VAY1..COLORADO ® RANDOf PATTERN SANDSTONE COPPER GUTTER OVER 1 " SLOPED LIGHTWEIGHT W/ HEAT TRACE - -` - T� I PROJECT NUMBER: 2040000 CONCRETE SLAB EDGE OF DECK ISSUE REVISION DATE 3 I I CEDAR GUARDRAIL AND _ ••••� •�+•• •••► m BI.JaG.2/C0NEY. 04.02.04 DECORATIVE BALUSTERS l (RE: ELEVATIONS FOR - - - - i I Q BLDG.3/CONST. 09.24.04 � GUARDRAIL TYPE) ®BLDG 4/CONST. 10.11.04 � I 10 BLDG.5/CONST. 10.25.04 MAIN LEVEL = 0'-0" L6A/7A/8A/9A/10A/11 OL Nr 1._O.. T.O. PLYWOOD SUBFLOOR 10"x10" WOOD POST FINALCON5T 01.0305 6" COPPER GUTTER W/ w AADDENDUM 5 05.1605 HEAT TRACE 2x WOOD TRIM a BEAM La _ (RE. STRUCT.) 7/A536 Lo ® �_ g8- 6x8 ORNAMENTAL TIMBER BRACKET I I (RE: GARAGE LEVEL R.C.P. --- FOR OCCURANCES) I cs STONE PIER 1 SIM./ (O.H.) ~ ENLARGED PLANS & Lo DETAILS a -� RESIDENCES s ENLARGED GUARDRAIL ELEVATION I ENLARGED DECK 1/2" = I'—D" (� LOW PIER CONDITION) A-D7-7o.cnry 1 1/2"=1'-0" (� I.OW P[ER CONDI710N) A-DT-lsb.ewg a c i G 7 2'-103/4" © 2004 42140 ARCHITECTURE, INC- 54" 3%m 4%g" 4%m REPEAT PATTERN a .tu / 1" STONE THRESHOLD AS NECESSARY At/ _.j. �t,f• SET ON BED OF MORTAR g STONE (RE: LANDSCAPE) �f•.,�.,,�,..,. V 3/4" STONE TILES SET ��-� n`�,�,M1,1 , A ON MORTAR BED CONT. WATERPROOFING 1 1/2" TOPPING SLAB WRAPPED UNDER THRESHOLD _ A/g" 13/4" & TURNED VERTICAL. ® JAMBS _ _-- _ _-_- ------------------_.__ 16 L ----------------------- TO CREATE END DAMS (TYP.) �_----- -_ -- _ _ _ -- ° - - ------ �, - �� (RE: WATERPROOFING DETAIL E511) FINISH FLOOR ``- \ SEE CIVIL FOR GRADE MATCH TO WINDOW SIZE r- 3 „ ELEVATION REFERENCES, TYP. /4 RE: LANDSCAPE MAIN LEVEL W 0'-0" � � 4 F �. � - _ T.O. CONC. SLAB T wj .O. PLYWOOD SUBFLOOR �t 0 2 X 6 ROUGH SAWN T&G I I V-GROOVE CEDAR i I - E I I I I I z I I I I I I C'4 ` I I I I I I I i I I WA 04 1 I 1 F I I ` I wj SLAB ON GRAGE I I I r 1 r 0 PVo(RE: STRUCT.) w 2 X 6 ROUGH SAWN T&G CEDAR D RAIL W/ -y4" CHAFFERED ENDS 0 8)��T�Y�T�HR�ES�HO�L Z 3 _y4" C� 0 > M 1_ GRID a 10 „ z 2 LARGER SQ. MTL NAIL HEADS 0 10 1/2" NET EXPOSURE (TYP.) 5 " W CORNERS TO CONCEAL " /$ a LAG SCREW ATTACHMENT TO SIDING WALL FASCIA & SIDING DETAIL TYP .cr❑ o a a j '/2" _ ''_fin � A DECORATIVE BLACK MTL SQ. NAIL HEADS SEALANT & BACKER ROD in ONE AT EACH PLANK (DO NOT PENETRATE BACK SIDE) 1x6 VERTICAL SIDING 2x6 WOOD TRIM A 2x VERTICAL SIDING 0 BAY'S WHERE SHOWN WOOD SILK OVER WOOD SIDING (RE: EXT. ELEV.) owxinax (RE: 1/A753) MTL FLASHING VAIL RESORTS WOOD SNAKES " NOTE: OMIT JAMB CASING WHERE WEATHER-RESISTANT 1y2 SHUTTER OCCURS BARRIER WEATHER-RESISTANT DEVELOPMENT BARRIER COMPANY SHEET MEMBRANE WATERPROOFING MTL GASKET � AVON,COLORADO EXTEND & WRAPPED UNDER WINDOW DRIP EDGE SILL axcHrrFcroraEaoxn 5/$" PLYWOOD SHEATHING FIXED SHUTTER '- „ WRAP WEATHER--RESISTANT ,� UPPER LEVEL EL = +10 4 , BARRIER UNDER WINDOW 1 t/2 - f -f3" A-DT-57.dwq T.O. PLYWOOD SUBFLOOR SEE WALL TYPES SHEET 3/4" STUCCO SYSTEM Denver,�� ! SEE WALL TYPES SHEET SEE WALL TYPE SHEET MASP MANNER lx WOOD EXTENSION WINDOW & DESIGN ARCHUECr (RE: EXT. ELEV.) HART HO�IERTON BLOCKING SEALANT & BACKER ROD � NE FIR CONT. WEATHER-RESISTANT 1x4 WOOD TRIM � D �T BARRIER 2x6 WOOD TRIM 2 STUCC WOOD SIDING T ANSUT IOIV SMUCTURALENGROM 9.drg T�O�[AOEA�N,C�A� ING 3" HIGH DENSITY SPRAY RIDGE BEAM (RE: STRUCT.) FOAM R-7/1N. 3/4" RABBET �HA G DOUBLE 2X4 FURRED `n 1x6 T&G FINISHED WALL FOR PLUMBING 1 x WOOD TRIM AVON.COLORADO FROM BELOW - - PIPES PROTECTION - - - C� WOOD SHAKES AIMMMcnv ,INC. 3/4" STUCCO SYSTEM I _ FLEXIBLE FLASHING W/ 12" VAUI COLORMO I is OVERLAP SHEET MEMBRANE WRAP WEATHER-RESISTANT 1a WATERPROOFING PROJECT NUMBHR 20900.00 WINDOW I BARRIER UNDER WINDOW (TYP.) \°0 3" THICK _ ►�y 1 1/2" -- 1 0 A-UT-26&"Aw STONE VENEER SNOW FENCE WHERE OCCURS SILL ABOVE ENTRY ROOF UNIT A ; � STONE SILL T.O.C. AA ' ( YssuE REVISION DATE r \ I (RE: STRUC.) SEE DETAIL 3 & 4/A536 \ I STONE VENEER ANCHORING WEEP HOLES 0 12" O.C. \ 06 CONSTDOC I SYSTEM 1y2" GRADE VARIES (RE: CML) t ( 1 \\ ? FORPERMPr 08.13.04 I 2" SOLID GROUT / - ------. 1 `' GRID I L 5/8" PLYWOOD SHEATHING I \WATERPROOFING SYTEM QBLDG.2/CONST. 09.02.04 A I __.__� \ I (SEE DETAILS D&F/ A511) -- � � � � ( 1 A BLDG.3/CONST. 09.24.04 I GALV. STL SUPPORT ANGLE _ ® STUCCO SYSTEM ! J \ I \ 09 BLDG.4/CONST. 10.11.04 3/4" EXPANSION ANCHOR - - -- I EXTEND W.P. MEMBRANE I ABLDG.5/CONST. 10.25.04 OVER FLASHING j A6A/7A/8A/9A/10A/11 I CAST-IN-PLACE CONC. A BATT INSULATION I WALL (RE: STRUCT.) J2 L FINALCONST 01.03.05 FLASHING „ UPPER EL = +10'-4" - I INTERIOR FLOOR FINISH A EL VARIES QPLAN REVIEW 5 1/2 R-38 HIGH - RE: ID DRAWINGS � - IN SH FLO R 2x WOOD FASCIA DENSITY SPRAY CORRECTIONS O4.07A5 T.O. PL OD SUBFLOOR I ( ) TOP PLATE POLYURETHANE �B ADDENDUM 5 05.16.05 I BAIT INSULATION SE C L OR GRADE (RE: T FOAM BEAM {RE: STRUCT.) - VIM UN REFERENCES, TYP. FOR PATTERN) TTERN) I NWWJI L L - 0'-0 4" R-13 BATT WEATHER-RESISTANT -- � _ _ � ---6" � COPPER GUTTER BARRIER .0. PLYWOOD SU FLOOR INSULATION APPLIED PLANE OF ROOF BELOW THE FOAM v STRUCT.) � �� - --- 1" ® LOW �' / _ US NG I STICK CE FLOOR JOIST RE: 1 POINT''� PINS 2 r--- -� ` / PAPE GLASS MATT " Q ROUND CORNER (R = 1/2") 41 - FSHEATHING TRAMS WELL OR GLASS 12 GYP. SHEA HINGE FACED I - - 5 s 1x6 T&G FINISHED i ` " 1 1/2" LIGHT WEIGHT d -- - - FROM BELOW (RE: STRUCT.) DETAILS I ARESIDENCES N 3/4 STUCCO SYSTEM ON CONC. TOPPING 1 WEATHER-RESISTANT BARRIER WOOD FRAMING , 1x WOOD TRIM 2x VERTICAL SIDING FLOOR JOIST (RE: STRUCT.) 16 1x10 WOOD TRIM SEALANT & BACKER ROD _ j TERMINATE RIGID INSULATION & DRAINAGE - 2'-0" TYP 3 SIM. ` «�. MAT AT BOTTOM OF STL ANGLE - - --- A712 WRAP WEATHER-RESISTANT WATERPROOFING SYTEM SHALL CONT BARRIER OVER DOOR STRUCT. (RE: WATERPROOFING DETAILS) SEE ROOF PLAN i E FRAME A531 P C r°- a SENTRY -HEAD {UNIT - A _ d �j�Y�ROMM�WALL UNT DETAIL TYF.� � a-oT-2a dwq d 1 1/2 A-DT--23-dwg � 1 1/2•' � 1•-p° A nr aS awq F 2'-6" ® TOP OF PIER BELOW CAPSTONE GUTTER DOWNSPOUT - - r p 2004 42144 ARCHITECTURE, INC. 4 r CONCEALED RAIN GUTTER QF Coy ' COLLECTOR & DOWNSPOUT G.L. BEAM BELOW (RE: STRUCT.) BATTERED STONY VENEER 3" ERANEAL E 1.5' SLOPE JQI-N N PIER 3" 202 BATTERED STONE VENEER / 2' SLOPE I 2 MORTAR SET POSTS � k 2 MORTAR SET I WEATHER-RESISTANT BARRIER 1/2" PLYWOOD SHEATHING j {RE: W.P. DETAILS} w 1/2" PLYWOOD SHEATHING WOOD FRAMING (RE: STRUCT.) , COLUMN (RE: STUCT.) r I rYl DASHED LINES OF r BEAM BELOW r COLUMNS (RE: STUCT.) 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DETAILS} � �, � B SEE WALL TYPES SHEET - 1x6 T&G 3/4" PLYWOOD 2% SLOPE D13SIGNARCHTrECr 5/8" G 3x8 WOOD TRIM .� .HART�HOWERTON 3/4" STUCCO SYSTEM MAIN LEVEL = fl'-0 ar YO1�`'''' ° 1 x WOO EXTENSION T.O. PLYWOOD SUBFL00 X - % SLOE - STRrCrURAL MW RC" MONRoE&NVWEU ENGIIam,INC AVON,COLOMO 8 BAY WINDOW HEAD OUTDOOR DECK SLIDING DR 2x WOOD TRIM - t f ACaCHANH:ALB ncnucaENGn�R M-E ENG1N0MS,1KC AVON,COIARADO ALPME n 6" COPPER GUTTER W/ GRID GRID HEAT TRACE A�00o n�c TAPPERED FURRING STRIPS WRAP WEATHER-RESISTANT TIMBER BEAM (RE: STRUCT.) PROJI3CT NUMBER: 20900.00 BARRIER UNDER WINDOW (TYP.) Q SEALANT & BACKER ROD 1 I SEALANT & BACKER ROD °' DECK JOIST (RE: STRUCT.) WD. SILL ® WD. SILL 1 x6 T&G ISSUE REVISION DATE 41 49 AL� FLEXIBLE FLASHING WRAPPED (RE: 1/A753, SiM.) {RE: 1/A753) FLEXIBLE FLASHING WRAPPED 06 CONST DOC UNDER WINDOW & TURNED � VERTICAL AM S TO CREATE A 2x8 TIMBER (TO ACCEPT Q VERTICAL JAMnSDTMSCREATE I Q _ END DAMS (TYP.) COPPER DOWNSPOUT,----- - SIDE BRACKET) FOR PERI4IIT 08.13.04 A Z_( ) T. C. �C- RE: ELEVATIONS o�BLDG.2/CONST. 09.02.04 (R STRUC.) - - ao 1 ORNAMENTAL TIMBER 3" BRACKET BEYOND THICK STONE SILL 4 Q I I oe BLDG.3/CONST. 09.24.04 i (WHERE OCCURS) SEE 4/A532 FOR STONE " AIRSPACE 3" THICK STONE SILL STONE PIER Q BI DG.4/CONST. 10.11.04 VENEER SYSTEM 1y„ <� SEE WALL TYKES SHEETS �J BEYOND GRADE LEVEL (RE: CIVIL) 2 S° I 2X FURRED TUD WALL GALV. STL SUPPORT ANGLE 1y2" WEEP HOLES � 12" O.C. (TIP.) ,o BLDG.s/coNST. 10.25.04 4 6A/7A/8A/9A/10A/11 W/ GWB RE. DTL. B/A511 WRAP WEATHER-RESISTANT DECK GUARDRAIL 3/4" EXPANSION ANCHOR / BARRIER UNDER WINDOW (TYP.) (RE: STRUCT.) MAI.coNST 01.03.05 4" BAIT INSULATION, TERMINATE RIGID INSULATION � STONE VENEER " e ADDENDUM 5 05.15.05 4� & DRAINAGE MAT AT BOTTOM 3/4 STUCCO SYSTEM _J SEE WALL TYPES SHEET I — OF STL ANGLE WATERPROOFING / STONE VENEER ANCHORING DRIP SCREED INTERIOR FLOOR FINISH SYTEM SHALL CONT / SYSTEM (RE: ID DRAWINGS) (RE: WATERPROOFING DETAILS) �� / 2" SOLID GROUT RANDOM SAND STONE 1 1/2 - - INTERIOR FLOOR FINISH 3/4" SETTING BED CONC. TOPPING A FINISH FLOOR �- < 4 (RE: ID DRAWINGS) T " kVff WEIGHT SEE CIVIL FOR GRADE �- Q 1 1/2" CONC. GRADE LEVEL (RE: CIVIL) MAIN LEVEL = 0 PING S, TIP. I TOPPING SLAB T.O. PLYWOOD SUBFLOO ELEVATION REFERENCE rf SEE DTL. D&F/A511 - OR WATERPROOFING MAIN LEVEL 0'-0" 1 , , - :[ ,. '.._.., w,.. . !. - -, 4 . `�" _ I F � 5 . 4 ®F GARAGE LEVEL = -12'-0" .� c [ - Q —r T.O. PLYWOOD SUBFLOOR T.O. PLYWOOD SUBFLOOR I �- 4 ' 4 - WATERPROOFING MEMBRANE DETAILS {RE: W.P. DETAILS} RESIDENCES 3/4" PLYWOOD 2% SLOPE i f - TAPPERED FURRING STRIPS FLOOR JOIST (RE: STRUCT.) M 4 DECK JOIST (RE: STRUCT.) tn \t GATT INSULATION 4 " FLOOR JOIST (RE: STRUCT,) FLOOR JOIST (RE: STRUCT.) �f 1 - WEATHER-RESISTANT BARRIER SEE WALL TYPES SHEET 8 RE: WATERPROOFING DETAILS CAST-IN-PLACE CONC. WALL ! — I 1x6 T&G A532 E Q 3/4" STUCCO SYSTEM (7 PARTIAL STONE WALL NORTH ELEV. 4 PARMP AL STONE WALL SOUTH ELEV. OUTDOOR DECK -- -- --- ' ! 1/?" �'-0" A�bT 32.dwg , 1/2" U" A-DT-29.dwg 1 1 1/2" -- V-0" A-DT-24.dwg 1p 2004 4214 ..EL62Cl LECTURE, INC. r`- r GRID SEALANT & BACKER ROD k - A 2x6 WOOD TRIM SEE DTLS. D&F/A511 Q OVER WD. SIDING FOR WATERPROOFING WOOD SILL 1/2" PLYWOOD SHEATHING (RE: 1/A753) MTL FLASHING WOOD SHAKES 2x WOOD STUD RIPPED 3/4" STUCCO SYSTEM AT A 2' ANGLE SHEET MEMBRANE WATERPROOFING V MAKE 3y2" AT TOP WEATHER-RESISTANT BARRIER W/ 6" VERTICAL OVERLAP UNDER WEATHER-RESISTANT BARRIER SEALANT WRAP WEATHER-RESISTANT 0 r BARRIER UNDER WINDOW " I � 5/8 PLYWOOD SHEATHING SEE WALL TYPES SHEET J DooR o,HEAD @ ENTRY UNIT A—DT-37dwg A >4 � A o 3" THICK STONE SILL CONT_ WEATHER-RESISTANT " "X" HOLES 0 12" O.C. TYP. BARRIER 5/8 TYPE X GWB ON <� WEEP HO ( w o 1 x STRIP FURRING �� z s �rt 1y2" FLEXIBLE FLASHING UNDER STONE SELL INTERIOR FLOOR FINISH o W/ 6" VERTICAL EXTENSION BEHIND (RE: ID DRAWINGS) CAST-IN-PLACE CONC. WALL WEATHER--RESISTANT BARRIER V (RE: STRUCT.) A 1 1/2- CONC. EXTERIOR FINISH Cr L TOPPING SLAB �I SEE 4/A532 FOR STONE WOOD SHAKES �.T■ +•�� (RE: LANDSCAPE) I VENEER SYSTEM BATT INSULATION r SHEET MEMBRANE WATERPROOFING SLAB--ON-GRADE ( ] (RE: STRUCT.) FLOOR JOIST (RE: STRUCT,) V Z _ ® z GRADE LEVEL (RE: CIVIL) RA ER (RE: STRUCT.) 5/8" PLYWOOD SHEATHING 0 UPPER LEVEL = +10'-4" UPPER LEVEL = +10'-4" �I FINISH FLOOR ENTRANCE - _ - - - - - I ~� - T.O. PLYWOOD SUBFLOOR T.O. PLYWOOD SUBFLOOR SEE CIVIL FOR GRADE ELEVATION REFERENCES, TYP. i rl+ MAIN LEVEL = 0'-0" 'IF - T_ - T.O. PLYWOOD SUBFLOOR y - '- A531 SIM zi c / T.O. BFAM CONEAlDEVaDPER _ - - - � � _ �- ..... :_ t .. .• .. ::. :, . .., . . � � vAIl RESORTS RE: DETAIL 4/A533 � 1 1 xs T&G ON 5/8"$c / " / � DEVELOPMENT l CLASS MATT FACED GYP_ SHEATHING , COMPANY GLASS MATT FACED GYP. / FOR WALL WATERPROOFING SHEATHING H / REQUIREMENTS f AVON,COLORADO BEAM (RE: STRUCT.) (WRAP W/1 x WD. / Aactmcr or RECORD TRIM—WHEN EXPOSED) EQ / SOFFIT ENTRANCE (UNIT B A_LIT°36.dwg COLUMN BEYOND m lfj ARCH OPEN'G oemer,cobra& ® RE: EXT, OCCURS LV S) MA5I'SR PLAIdIJ);R WRAP WATERPROOFING DENGN RCfiirWr CONT. WATERPROOFING ONE-PIECE (WIDTH) OVER SUBFASCIA HART I HOWERTON MEMBRANE STONE CAP EAVE Cam] ENTRANCE UNIT B MMYOWNEWTORK OVER CONC. WALL CAST-IN--PLACE CONC. , MONROE&NEWBU ENGDOMK%M I BEAM (RE: STRUCT-) AVON,CODDRAAO _ T.O.C. WOOD SHAKES 1AECIFLWCAL Z911C CALYNG-DUM STONE (RE: LANDSCAPE) (n(n M-E ENGINE m%lNC(RE: STRUC.) AVON,COLORADO SHEET MEMBRANE WATERPROOFING CIVIL ENGINffiM a " 2" " CONT. THROUGH WALL ALM4EENG94MRW1KC 1 b 1y2 MTL FLASHING 5 Xs" (R-38) HIGH DENSITY 5/8" PLYWOOD SHEATHING VAUCOLORADO SLAB ON GRADE SPRAY POLYURETHANE PARTIAL STUNE WALL @ENTRA�%�K UNIT A (RE: STRUCT,) �w / FOAM WRAP WATERPROOFING ry W� �i ® OVER SUBFASCIA Q PROECTNUMBER 20900.00 �'-D" SEE 4/A532 FOR TONE 4" (R-13) BATE INSULATION 61 ; VENEER SYSTEM APPLIED BELOW THE FOAM 5/8" GLASS MATT HELD IN PLACE FACED GYP. SHEATHING ISSUE REVISION DATE FINISH FLOOR ® ENTRANCE GRADE VARIES USING STICK PINS OVERHANG 1 (RE: CIVIL) (RE: ROOF PLAN) i A531 06 CONST DOC SEE CIVIL FOR GRADE FSK PAPER F{?R PERMIT 08.13.04 ELEVATION REFERENCES, TYP. MAIN LEVEL w 0'--0" - �. - I Q BLDG.2/CONEY. 09.02.04 T.O. PLYWOOD SUBFLOOR . v !, BLDG.a3/CONST. 09.24.04 STONE SILL BELOW 09 BLDG.4/CONST. 10.11.04 STONE VENEER LIMIT BELOW _ � � I [ 10 BLDG.S/CON5T. 10.25.04 1x WOOD TRIM -__--. A6A/7A/8A/9A/10A/11 - - - RE: WATERPROOFING FINAL CONST 01.03.05 - - - - - 83P j - - DETAILS AND ON PACKAGE -- - ti 2x8 WOOD TRIM I 4 I v _ CORRECTIONS 04.07.05 F ADDENDUM 5 0505.16.05 iB VAPOR BARRIER FROM BELOW PROVIDE I I I PROVIDE 300 DRAINAGE _ =� 2x VERTIC SIDI WALL TYPE I PIPES THROUGH WALL (RE: PLANS) I I 0 24"O.c. - _ � WEATHER-RE AN BARRIER Y 1/2" PLYWOOD SHEATHING _. ® WALL TYPE 30• I 2 WEATHER-RESISTANT BARRIER I -_ b (RE: PLANS a 3/4" STUCCO SYSTEM I I T_ I t I a d- 4 07 ro -- -- — DETAILS cc RESIDENCES DECORATIVE 10x24 TIMBER TAIL RE: EXTERIOR ELEV.S M 4 WaOD TRIM ARCH oPEN'G UNIT B) �L�S MNE WALL @ ENTRANCE UNIT B A-DT-38.dw9 m E 0 z s 0 Y GRID p 2004 42140 ARCHITECTURE, INC. k r---- _...- -- -_..-- ----- _...----- - � Cp���9 VERTICAL TERMINATION CAP (RE: MANUFACTURE) I I I ,�� I E. RANDAL I GRID JOHN ON COPPER COLLAR \ ` WOOD SHAKES �j� SHEET MEMBRANE WATERPROOFING At 3/4" STUCCO SYSTEM ® 5/8" PLYWOOD SHEATHING I I L---------~_ -- -- ------ -J ER I CONT. SEALANT r--———- —— — —————— ——— ——— WEATHER--RESISTANT BARRIER� ON 1/2" PLYWOOD SHEATING BARRI R r� 7Y" BATTERED 2x6 WOOD FRAMING w ® 2' ANGLE (RE: STRUCT.) � � I � I � v CAP PER CHIMNEY I I COPPER FLASHING W/ z O o I d I 6" VERTICAL EXTENSION TOP OF WATERPROOFING I &NBEHIND WEATHER-RESISTANT 14 BARRIER (RE: W.P. DETAILS) - iJ L—_-._T- -..- --------._. -----_....J WOOD SHAKES ~ A O i LL - - - - I SHEET MEMBRANE WATERPROOFING 2�-2" W I ns I (RE: W.P. DETAILS) � O � I I I I 5/8" PLYWOOD SHEATHING EL +8'-2" • - -- _ wool COPPER FLASHING O DRIP T.O. BEAM i i V BLOCKING I 34" I - -. - :_ _--- l ,30'� W •,.� L-- -- - -- - ---__--__------ _J = w > __v c �; I 3/4" STUCCO SYSTEM V ' Z � l � l RS IN FOREGROUND • STRUCT.) „ L TIMBERS EG D (RE. TR } 0 WEATHER—RESISTANT BARRIER ON 1/2 PLYWOOD SHEATING C4 EDGE OF STUCCO COLUMN TFERED 2x6 WOOD FRAMING IN FOREGROUND 0 I ® 2' ANGLE (RE: STRUCT.) 1x6 T&G 3/4- STUCCO SYSTEM BEAM (RE. STRUCT.) WEATHER—RESISTANT BARRIER 3/4" STUCCO SYSTEM ON ---- 5 MINOR CHIMNEY CAP )��!����EY�BWS�E @ ROOF TYP . 1/2" PLYWOOD SHEATHING '/2" PLYWOOD SHEATHING 1 1/2" 1'-0° A-nr-48dwg A-W-48.dwg 2 x WOOD STUD RIPPED ROUND CORNER (R = 1/2") OWNWDEVFlom AT A 2' ANGLE VAIL RESORTS DEVELOPMENT r� DETAIL ENTRANCE UNIT A COMPANY AVON,COLORADO A II A ■ It, WALL TYPE (RE: PLANS) deM ,Corrado 2" x 4" T.S. (NOTE: WALL BATTERS VERTICAL TERMINATION CAP BRACING (RE: STRUCT.) 7 SIM -- ® SOME LOCATIONS `� \ / A533 RE: EXT. ELEVS.) DMGNARC}HTHCr _ — ——— -- ..--_. - ----- ---, \ / HARTIHOWERTON STONE BENCH ATTACHED NHWYOMNBWYORK \ / M (RE:: STRU SIDES) s)[ UCTLVALENGINRER � '' OPEN ti I / 1/4" BENT PLATE 1 T.O.C. �oNaa>a�N$ �INC I = \ @ // (RE: STRUCT.) 1 1 (RE: STRUC.) n ANtcti,riecnucns vcnu COPPER COLLAR I \ 9Q' MEN 1 -RGINE ADO I I \ 4x4 T.S. CHIMNEY CAP AVON.C01OR.AW FRAMING (RE: STRUCT.) 1 3'-1y2" G I I o I f ALPINE ENGINEERING,INC I \ 1 A L vAII,COLORADO I 4' L ---- -- -------- -- - -- ._...-.,-`J \\ // 1 � � PROJECT NUMBER. 2MMM-00 F -------- .._..- -_.—_ ---_...._. _......_.—_._...--- - --— -- - -- -- - </ I 1y„ ISSUE REVISION DATE I Ry 2 COPPER CHIMNEY CAP 1 1 GALV. STL. ANGLE 06 CONSTDOC �' I 1 �C CAST—IN—PLACE CONC. a, I I 08.13.04 _ 4x4 T.S. CAP f Lti 1 WALL (RE: STRUCT.) _ FORPP.R ' I COPPER BULI_NOSE POSTS (RE: STRUCT.) y A BIDG.2/CONST. 09.02.04 ►.]ry _ I 1 </ STONE (RE: LANDSCAPE) A BLDG 3/CONST. 09.24.04 I I 1 1 SLAB ON GRADE I I DRIP 1— (RE: STRUCT.) FINISH FLOOR 0 ENTRANCE 0�_ BLDG.4/CONST ,10.1104 Lu -- I ,cal SEE CIVIL FOR GRADE 10 _BIG.5/CONST. 10.25.04 GALV. CHANNEL _ - _ L -- - ----_._.---____ ......_-...._ ----- ._._.-J F- =� f <�I � . ELEVATION REFERENCES. TYP. [� \ 1 1 A6A/7A/8A/9A/10A/11 -_ - _ _-- -—-- _ - ,, -A - - _ _ t MAIN LEVEL = 0'-Om �-- — "' FINAL CONST 01.03.05 I I CONT. SEALANT f ' 1 <r y <1 T.O. PLYWOOD SUBFLOOR <1 16 ADDENDUM 5 05.16.05 � T I COPPER FLASHING �L— 1 ' I 1 2"MIN C EAR I -- - TO COM L------ --- --------I FRAMING m RE: MF .) a, DRIP d �1 1 _ f r i 1/2 PLYWOOD SHEATHING � � i DETAILS BLOCKING L, to VENT PIPE 3/4" STUCCO SYSTEM 1 1 RESIDENCES N COPPER FLASHING I I I 3' 1'-104" 1'- 104" " WEATHER—RESISTANT BARRIER -- y 34" ON 1/2" PLYWOOD SHEATING L------- ---_-- --- .------_-- J � BATTERED 2x6 WOOD FRAMING 0 0 2' ANGLE (RE: STRUCT.) 0 C A534 -)MA/2"J OR CHIMNEY CAP �L�S MNE WALL ENTRANCE UNIT A p Z � Z A--DT-4A.dw WOOD SHAKES 4%p WOOD SHAKES , p 2004 42140 ARCHITECTURE, INC. SHEET MEMBRA *TAT RPROOFING CONTINUOUS 2x2 LEDGER , Q SEE WALL TYPES SHEET - -1 ♦ 5/8" P D SHEATHING ' LEDGER TO SECURE 5* PE X GYP. BOARD , 1x WOOD FRAME Ni YPSUM BOARD PER " -- € �`��� �` 5 J� R-38 HIGH DENSITY SPRAY N 4.3 5/8 PL D SHEATHING POLYURETHANE FOAM ♦ IBC 705.6-EXCEPTION ♦ 5/8" TYPE "X° GWB R-13 BATT INSULATION APPLIED ♦ - — - - BELOW THE FOAM HELD IN PLACE ♦ 1 USING STICK PINS ♦ ♦ __ - - --� -� sf -7 HEAD WOOD TRIM 4,. I ABOVE ! ! R-2 4" R-28 HIGH , 4 ♦ INSULATIONPLIED DENSITY SPRAY ♦ 4 INTERIOR WALL JAMB ♦ ! ! OVE FOAM POLYURETHANE t 1/z" = 1'-0" A-DT-55.dwg H IN PLACE FOAM 4%p O ! , USING STICK PINS . ♦ ♦ t I >4 1x6 T&G ♦ � � SLIDING DOOR SYSTEM Q ♦ ry ROOF WITHIN 4 OF SEPARATION WALL (RE: MANUFACTURE) 1/2 CONT. SEALANT & BACKER ROD A C . 2x VERTICAL SIDING ♦ d 1 1/2" = 1'--0° A-DT-66.dwg INTERIOR FLOOR FINISH VJ ca FRAME WALL OR ♦ ♦ (RE: ID DRAWINGS) AND TURNED WRAPPED AT JAMBS TO CREATE END TRUSS LEG ♦♦ ♦ � 1� w � . ♦ 7 GWB DAMS (iYP.) FIRE PROTECTION . Q G ♦ ♦ 11 4* -0" MIN. � ® - PROTECTED ROOF & OVERHANG PROJECTION /8" PL 6 �„ �, _ _ ,� _ _ _ _ _ _ _ _ _ _ _ _ _ N CONC. SLAB W/ INTEGRAL COLOR V • 10 1 1/2° = i' -0° A-Dr-ss.dwg SHEATHIN I � (RE: STRUCT.) �T� A ,,.I ♦ - 4., GARAGE LEVEL = -12'-0" ��]1 •� - - - - T.O. PLYWOOD SUBFLOOR 7/A535 FRAMING AS OCCURS L ` A.. I< L ile EXTENSION OF SEPARA HR.)WALL 5/8" TYPE 'X 13 ♦ _ _ w0 W e/�HAKES I �SHEET MEMBRANE WATERPROOFING _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ BATT INSULATION _ O ♦ � '� " CRAWL SPACE ` _ 5/8 PLYWOOD SHEATHING • . .� I i i i I I iII �� i 2 X 2 LEDGER TO SECURE ' PC O R @ 'SEPARATION WALL ♦ FLOOR JOIST (RE: STRUCT.) 1 1/2" = 1'--0" A-DT--51,dwp _ f 5/8" TYPE "X" GWB 7/ G ) BC 705.6-EXCEPTION 4.3 + WALL-{RE:CAST-IN-PLACE WITHIN 4' OF ♦ Q - I I— OWNBA/DEVROYER SEPARATION WALL ♦ TYP£ "X" GWB GRID RE: W.P. DETAILS 5 J� " R-38 HIGH 5/8" I �_ VAIL RESORTS DENSITY SPRAY ' DEVELOPMENT POLYURETHANE SLIDING DOOR THRESHOLD @ GRADE COMPANY FOAM ♦ �. 1 BAIT INSULATION % SEPARATION WALL 3 1 112° = 1'-0" A-DT-56.dwg AVON,COLORADO 4" R-13 BAIT � A531 f SEE WALL TYPES SHEET r'"- - �^ ^ ~ _ CONT. MINERAL WOOL (� GRID ARCHrrWrOFRECORD INSULATION APPLIED BELOW THE FOAM APPROVED AS FIRE BLOCKING -�� INTERIOR FLOOR FINISH HELD IN ! 1 TO FILL AIR SPACE (RE: ID DRAWINGS) USING STICK EV PINS - ENG. TRUSS 1 x6 T&G FINISHED 4%# I - EL VARIES FROM BELOW I Denver.Dorado T.O. PLYWOOD SUBFLOOR MASTEXKANNER 2x VERTICAL SIDING 1 ,� 3/4" STUCCO SYSTEM I DPMGNARCHrr= RIP CUT 5/8" RAFTER TAIL WHERE I ♦ I 1/2" PLYWOOD SHEATHING HART I HOWERTON GYP. IS REQUIRED IN ORDER TO I ♦ I - NEW YORK,NEW YORK MAINTAIN FLUSH SOFFIT CONDITION I �� STRUCTURAL ENGINM 1 x10 WOOD TRIM %h'' R QONRasA �o `SEE ROOF PLAN AVON, DiC GRID MECHANICAL ELECTRICAL M4GIl MER M-E EsNGMERM INC ♦ � � AVON,cowRADo PROTECTED ROOF & OVERHANG PROJECTION 1/2" LIGHT WEIGHT CONC. TOPPING `.� FLOOR JOIST (RE: STRUCT.) r AIANPE�NG�nUMMG,nac" 9 VA H, 1/2° = V-0" A-DT-67.dwg IE,COLORADO BATT INSULATION CONT. MINERAL WOOL SEPARATION WALL APPROVED AS FIRE BLOCKING SEE WALL TYPES SHEET PROJECT NUMBER 20900.00 ♦ TO FILL 4" FROM ALL BLOCKING �-�7�--_-_ CONT. MINERAL WOOL APPROVED FIRE BLOCKING GWB 5/$" TYPE TO FILL AIR SPACE ISSUE REVISION DATE 'X' � ♦ WHERE OCCURS WITHIN FLOOR @ SEPARATION WALL 06 CONST DOC ♦ 4' OF AREA SEPARATION 1 1/2" = t'-o" A-DT-61.dwg ♦ WOOD SHAKES WALL I PORPERMTr 08.13.04 SHEET MEM WATERPROOFING RIDGE CAP M G ON A BLDG.2/CONsT. 09.02.04 � DE" ISIN ALL TE INATI A DT 50.dwg . BLDG.3/CONST. 09.24.04 WOOD SHAKES GRID 5/8" PLYWOOD 5 THING 09 BLDG.4/CONST. 10.11.04 + SHEET MEMBRANE + + 1 2 X 2 LEDGER TO SEC r WATERPROOFING i 10 BLDG.5/CONST. 1025.04 GYPSUM BOARD PER♦ + /� IBC 705.6—EXCEPTION 4.3 , + 5/8" PLYWOOD + EDGE OF L_ W7A/8A/9A/10A/11 SHEATHING FROST FREE + TERRACE 5/8" TYPE "X" GWB HOSE BIB FINAL CONST 01.03.05 T.O. RIDGE (RE: MECH) ' QPLAN REVIEW - - 5 1/2" R-38 HIGH RE: ELEV. I + CORRECTIONS 04.07.05 DENSITY SPRAY 1 1/2* RIGID + , 1 10X10 t6 ADDENDUM 5 05.16.05 POLYURETHANE INSULATION BOARD A531 FOAM � (R-7 PER 1-) + NEWEL POST DECK BEAM ♦ 4" R--13 BAIT (WHERE OCCURS) INSULATION APPLIED GRID BELOW THE FOAM HELD IN PLACE ! I, USING STICK x ! 1 x6 T&G ♦ PINS " ! ! FSK PAPER ! I 2x VERTICAL SIDING I , FRAME WALL OR TUBE STEEL RIP CUT 5/8" RAFTER TAIL WHERE TRUSS LEG 4" R-13 BATT ® B UNIT I , I GYP. IS REQUIRED IN ORDER TO INSULATION APPLIED (RE: STRUCT.) DETAILS g , MAINTAIN FLUSH 50FFTF CONDITION BELOW THE FOAM RESIDENCES � � C HELD IN PLACE USING STICK SEE WALL TYPES w SHEET A611 a ♦ PINS 5 �i R-38 HIGH 3 ♦ "DENSITY SPRAY 40 r SEE ROOF PLAN DENSITY ♦ FOAM 9h A535 0 PROTECTED EAVE PROJECTION _ DETAIL RIDGE DETAIL TYP . STEEL FRAME @ EXT WALL --- I-Tla,.. 2'-6" 2004 42140 ARCHITECTURE, INC. 4& (0 TOP OF PIER BELOW CAPSTN.) SNOW FENCE VERTICAL SUPPORTS ® 48" O.C. u �� C4�� � 1'-3" AT TOP OF FRAMING �.`Q�� '��� NOTE: ALL METAL FLASHING SHALL BE (MAX). CONSTRUCT WITH STEEL PLATE " O THICK. 2" 0 STEEL PIPE (2.375" O.D., WALL - E. RA DAL /, �y2„ 10 2„ I 4y2„ �y2„ .lOI_ , COMPLETELY SOLDERED THICKNESS 0.154 ) I' --Iry _ ' I cv A 4(r OUTLINE OF �/� A�� �` r///Y7 FILL POCKET WITH LIQUID A--6A/7A/8A/9A/l0A/11 CAPSTONE ABV_ MEMBRANE (APPLY WITH ' CAULKING GUN) NOTE: CONSIDER 4-RUNG SNOW BATTERED STONE VENEER �; TYP. FENCES WHERE VERY HEAVY 1.5` SLOPE _ a SNOW ACCUMULATIONS MAY OCCUR. 2" SOLID GROUT [�) � WOOD SHAKES OVER � a = � r/ MEMBRANE BEAD OF LIQUI WATERPROOF'G MEMBRANE REFER TO ROOF PLAN FOR — - [-e " SNOWFENCE LOCATIONS. WEATHER--RESISTANT BARRIER o w cr Q OVER � PLYWD. SHEATH'G � {RE: W.P, DETAILS) a 1/2- PLYWOOD SHEATHING _ o �t \ \ WOOD COLUMN (RE. STUCT.) _E o _ V-Z�.' .p r BEAM BELOW (RE: STRUCT.) SEE DETAIL 4/A536 FOR FLASHING DETAIL u FIELD SHEET OF VYCOR -� - ULTRA 0 p BOTTOM FLASHING (INSTALL � STONE PIER � DECK (� � FIRST OVER FIELD SHEET OF � � i/2" = i'-°" (� IoW P�eiz co���r�oN) �-vr-7s.awQ z Q F� ~ VYCOR ULTRA) REFER TO STRUCTURE FOR _ BOLT DESIGN, LAYOUT & O 1 UPPER FLASHING (INSTALL CONNECTION DETAIL SECOND OVER BOTTOM FLASHING 1 r `r & FIELD SHEET OF VYCOR FRAMING I 1 a" x 1 a" wo00 POST ULTRA) (RE: STRUC.) STRIP-IN BOTTOM & UPPER FLASHING WITH VYCOR ULTRA j S► ( L VAIL RESORTS 1 x T & G WOOD SIDING Y DEVELOPMENT Ld ICEDAR GUARDRAIL AND COMPANY 1y2" 11/2 DECORATIVE BALUSTERS 4 SNOW FENCE FLASHING DT-1NATY—k. O AVON,COLORADO N. Q I 1j/2" LET RAILS INTO POSTS 2" ® ENDS ARcI' OFdx° 3 SNOW FENCE - rn RANDOM SAND STONE 3" = 1'-0" Dr-wATr—k.dwg o 3/4" SETTING BED lei = 1 1/2- CONC. A ca TOPPING SERB ° 010 2" x 4" TUBE STL FOR BRACING = I WATERPROOFING MEMBRANE MASTER P P.R 1/2" STL. PLATE z (RE: W.P. DETAILS) DESIGN Ac / 1" 3/4" PLYWOOD 2% SLOPE HART I HOWERTON 4x4 T.S. CHIMNEY CAP I NEWYOR11ii YORK / FRAMING L COPPER CHIMNEY CAP = I MAIN LEVEL = D'--0" MON OR N M4G ,5X AVON.coLoRAno / WEATHER—RESISTANT BARRIER T.D. PLYWOOD SUBFLOOR Mac-HnMcAS-EsBCTRlCw*eNGnvsft / ON 1/2" PLYWOOD SHEATING 2x8 WOOD TRIM 3 � °'� " a AVON,COLORADO 4 4. �.HNGIIIt�R ALPfNEENGZMMliI NG,INC. MATCH TO WINDOW SIZE 6" COPPER GUTTER W/ I VAD-,COLORAW PROFILE AT BUILDING 7, I / SMALLER ROOF CAP HEAT TRACE PROJECT NUMBER 20900.00 2 X 6 ROUGH SAWN T&G , I V-GROOVE CEDAR 2x WOOD TRIM TAPPERED FURRING STRIPS ISSUE REVISION DATE I I DECK JOIST (RE: STRUCT.) BLDG.2/CONST. 09.02.04 NOTE: MIRROR DETAIL ABOUT CENTER LINE DRIP ---- I STL CHANNEL I I 1x6 T&G BLDG.3/CONST. 09.24.04 ALIGN AT CORNER OF 1/2" PLYWOOD p o p a v N TOP AND BOTTOM RAIL / BEAM (RE: STRUCT.) QBLDG 4/CQNS7 10.11.04 . 1 i0 BLDG.5/CONST. 10.25.04 2x WOOD BLOCKING i n � A6A/7A/8A/9A/10A/11_ TIMBER BEAM 2 X 6 ROUGH SAWN T&G CEDAR i — (RE. STRUCT.) FINAL CONST 01.03.05 RAIL W/ 4" CHAFFERED ENDS \ iz ADDENDUM 1 01.12.05 VERTICAL TERMINATION CAP v) / z -- a ° ( 16 ADDENDUM 5 05.16.05 CONT, SEALANT 3 1- 4x4 T.S. CAP o -- Q POSTS o t --- - DASHED LINE OF COPPER COLLAR TIMBER ORNAMENTAL. L 9 1 1y2„ tyP• J BRACKET IN FOREGROUND COPPER CAP � � I I � (RE: 2/.0522) LARGER SQ. MTL NAIL HEADS ® _ COPPER FLASHING CORNERS TO CONCEAL %" I I - LAG SCREW ATTACHMENT T I I I STONE PIER BEYOND SIDING WALL I IN o p p I I I I I = COPPER DOWNSPOUT DECORATIVE BLACK MTL SQ. NAIL HEADS I I I (WHERE OCCURS) ONE AT EACH PLANK I I I I °0 I DETAILS RESIDENCES 1/2- PLYWOOD SHEATHING NOTE. OMIT .IAMB CASING WHERE I I In BLOCKING 1y2" SHUTTER OCCURS r COPPER FLASHING 3/4" STUCCO SYSTEM \AI�ATI if n nr[^1tTAgIT nwnnlrn FILED SHUTTER DECK ST I NE PIER GUARDRAIL A536 A—DT-71.dwg - MAJOR CHIMNEY CA , „ ' • 1 /n•• ! fl a UT Aph.dwa 1 © 2004 42140 ARCHITECTURE, INC- COPPER CHIMNEY WOOD EXTENSION (RE: DETAIL 3/AS34) 1 3x4" WOOD SILL (RE: ID DRAWING) FF r 3 X WOOD TRIM 4. r� el A`;C�.` { - I II I WALL BEYOND i WOOD SIDING A 1 1- (RE: WALL TYPE) W I I I FLOOR FINISH a (RE: ID DRAWING) I I I I LIL t 1 �' �� X WOOD TRIM H FINISH FLOOR _ w [.. I I I I UC O SEE CIVIL FOR GRADE W/ Uri II I. ELEVATION REFERENCES, TYP. _ s FBI O LL LL I I I i MAIN LEVEL = 0'-0" 1 I T.O. PLYWOOD SUBFLOOR a ST NE VENEER ;> I LI O I FLOOR JOIST S U O (RE: STRUC.) Z = I 2x WOOD TRIM :U �t L L HH 2x WOOD BLOCKING a D " GLASS MATT FACED iLAv_I GYP. SHEATHING Ll r d =cv — ix6 T&G (FINISHED D R - -- --- FROM BELOW) OWNBI[/DEYSiAPEx CONC. TUNNEL WALL I - " - — - = DASHED LINE OF , VAIL RESORTS _ =I CONC. RETAIN'G WALL - DECORATIVE BEYOND DEVELOPMENT -(RE: STRUC.) - - - - -- - - - - -- �-- - -- - - - I - - - _ _ COMPANY -GAS METER TUNNEL ROOF WATERPROOFED I I I - CONC. SLAB I I - - I I - _ - BAY INDO SECTION DETAIL ARCHITECrOFRECORD TO CAP CHASE ff - FF NEW BOILER I _- nRC�Irru r__�, FLUES — _ -- __ _ _ _ MECHANICAL ROOM _7 _�J - I -- _ MASTMPIANNER IL.,.,_ __—___ ——_—_. ._. - - - - — - - _ DR ►AR BOILERS UG CH ,,j, GA—RA_G£ LEVEL = EL -12'-0" I - T HART I HOWERTON T.O. PLYWOOD SUBFLOOR I - - - — -- -- W Y -L-_-_=_J_ - I FLUE CHASE I I CONC. WALL EL = -13'-6" - - ^t ] (PROVIDE CONC. WALL BELOW I BELOW GRADE T.O. CONC. SLAB 0 r I Corr�nB rwsu ,nac GRADE PARALLEL TO BUILDING 8 r AVpN.coLo>alArao MECH. ROOM -! WEST WALL. EXTEND DOWN TO I 1 WELD ALL T.S. INTERSECTIONS WITH 3/16" I I FOOTING, ALLOW Z CLEAR I I I FILLE LDS X 2" MIN. E� �TRWAr Ewngm EEGINElNC ANi n - FO-R _FLU-E CHASE.)-17'-5 1/2" - - � - - L _T 4 AE NE {{ C rYMENGRGM` T O. FOOTAGE N . BOILER ALPINE ENGINEERING, » �/a" �'_a. eult�rNC e - w�sr Ea=vArlon a .-AfT ,..a�9 v AL, ca>uoAwo l __.--- _- -- -_... ___ — ._.----___.--I I MATCH ADJACENT WINDOW SIZE PROJECT NUMBER: 2M.00 I 3y2„ I " 3Z8" I " ISSUE REVISION DATE GAGE ETAL STS 2 X 6 ROUGH SAWN T&G o S. A 1' �'� SPACI 08 BLDG.3/CONST. 09.24.04 V—GROOVE CEDAR I STL. BRACKET i 09 BI DG 4/CONST. 10.11.04 rsD I NOTE: ALL ANGLES 43V ( _ 2 l/ " P D SC WED 10 BLDG.5/CONST. 1:0.25.04 I 122' U.O.N. I TO M ST 6" M SPACING I I 6A/7A/8A/9A/10A/11 �. FINAL CONST 01.03.05 � I � tx 2"x2"x3/16" TUBE STL 16 ADDENDUM 5 05.15.05 i +`•`` 3.. u 1/8 STL PLATE WELD_ 2 X 6 ROUGH SAWN T&G CEDAR f "rWELD EACH CORN�TO T.S: 4X4 RAIL W/ )'4" CHAFFERED ENDS - O� z 1 1 L I I ,1 ❑ n o n ❑ I L *.�cV ; �: 4 /16 S. CHIMNEY CAP FRAMING a - 3 L_—_.._. - - -_._..__._.— ..._.— __ _— _— ___� _ r—_..- - -_. ___.___...-- _._. ._.._W--- LARGER SQ. MTL NAIL HEADS I4" �--- COPPER FLASHING CORNERS TO CONCEAL %" I A%ll —* LAG SCREW ATTACHMENT T VERTICAL TERMINATION CAP SIDING WALL A . 1 a I COPPER FLASHING uo ❑ o 0 13 fs DETAILS aDECORATIVE BLACK MTL SQ. NAIL HEADS I 4 I , , COPPER CAP RESIDENCES ONE AT EACH PLANK L --- - -- ------ ----- -— ------- -- I BATTERED 2x6 WOOD FRAMING 0 7 ANGLE BLOCKING y 1/2- PLYWOOD SHEATHING NOTE: OMIT JAMB CASING WHERE 3/4" STUCCO SYSTEM 1�2" SHUTTER OCCURS WEATHER-RESISTANT BARRIER ON 1/2- PLYWOOD SHEATING c A537 FIXED SHUTTER _ MAJO ��C HIMN Y�Af AP A-oT 72r.awA = t' 8d.dMg System No. C-AJ-2110 System No, C--AJ-�2098 System No. C-AJ--1278 System No, C--AJ--1140 0 200 JA � E, mc. F RATING - 3-HR, Rating - 3 Hr 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 Ambient - Less Than I CFM/sq ft E RANDAL 3 L Rating At 400 F - 4 CFM/sq ft 4 JOHNS 3 ® I �YS AA �,� f A [} s ® ® �.•...4t'•} •• ................... •�4 �-4' 4 -'a 4 4 O ...._ ..-.-. '..... ....... .. ... •r -- 7.. 4e ® ® � A A A 4 d" 4 SECTION A-A ... .:...: .:::::_ :: A 5 A 1. Flw or Wall a n -- Minimum 4-1/2 in. thick reinforced lightweight or :: .= ' .::. .........•. . :..:._ SECTION A-A � blur .. .... ....... ............ .. Q normal weight (100-150 pcf) concrete. Wall may ofso be constructed of any 6 1-4 UL Classified Concrete Blocks*. Maximum diameter of opening is 30-7/8 in. SECTION A-A 1. Floor or Wok Ammbly - Min 4-1/2 in. thick reinforced lightweight or SECTMN A-A See Concrete Blocks (CAZT) category in the Fire Resistance Directory for A normal weight (100-150 pcf) concrete. Wall may also be constructed names of manufacturers. 0 ^ of any UL Classified Concrete Blocks*. Max diam of opening is 8 in. 2. Thro*-Penetrant - One metallic pipe or conduit to be installed either �/� F*I See Concrete Blocks (CAZT) category in the Fire Resistance Directory concentrically or eccentrically within the firestop system. The annular space 1. Floor or td Assembly -- Min 2-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) En � 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 maximum 7 8 in. Pi 1024 s in. with max dimension of 32 in. }"r 2. Steel Sleave (Optional) -� Nom 8 in. diam (or smaller) Schedule 40 / Pipe or conduit to be rigidly supported on both sides of q n/ 0 (or thinner) steel pipe cast or grouted into floor or wall assembly, flush floor or wall assembly. The fallowing types and sizes of metallic pipes or See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. F wj 4 with floor or wall surfaces. conduits may be used: 2, through Penetrants Min clearance between pipes, conduits or tubing is 0 in. (point contact). Min 3. Th"h Peneltmnts - One nonmetallic pipe to be installed either 1. Floor or Wall Asrsern* --- 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 U concentrically or eccentrically within the firestop 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. pipes, conduit or tubing and periphery of any single surface of through opening is 0 in- (point contact). space between pipe and sleeve(Item 3) shalt be min 1/4 in. to max See Concrete Blocks CAZT category in the Fire Resistance Director for names of manufacturers. B. Copper Pie - 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 M�1 (CAZT) 9 rY Y pA P Y ( ) 4 ( ) �r7 tv 1-1/4 in. Pie to be rigidly supported on both sides of floor or wall 2. l Nonmetalic Tubing+ -- Nam 2 in. diam (or smaller corrugated wall ENT constructed of copper pipe. and sizes of metallic pipes, conduits or tubing may be used: M�1 / P 9 Y PP ) g PR P P 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. Capper Tubing - Nominally 6 in_ diameter (or smaller) Type L (or heavier) A. Steel Pipe=- Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. A. Polyvinyl Chloride (PVC) Pipe Nom. 6 in. di (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) sled electrical metalic 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 D. Copper Pipe -- Nom 4 in. diom (or smaller) Regular (or heavier) copper pipe. B. Chlorinated Polyvinyl Chloride(CPVC) pipe Nom 6 in. diam for names of manufacturers. tubing (EMT). 3. Fore; -- (Not Shown) -- Used as a form to prevent leakage of fill material during installation. f=orms 0 3. Podding Irlaterial -- (Not Shown) -- Mineral wool insulation firmly packed into opening as a temporary 3. Flt I, Void or �Ikrt�iat' - Sealant - Minimum 1 2 in. thickness of fill to be a rigid sheet material, cut to fit the contour of the penetrating item and positioned as required to smaller) rain, waste pipe for use in closed (process or supply) or form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required material appliedmwthin the annulus, flush with top surface of floor or with both accommodote the required thickness of fill material. Forms may be removed after fill material has cured. a vented (drain, waste or vent) piping systems. to accommodate the required thickness of fill material. In floors form may be removed after fill material 4 Fit Void MlolerW -- Mfarl� -- Min 2-1 2 in. thickness of fill material applied within the C. Acrylonitrile Butadiene Styrene (ABS) Pipe Nom 6 in. diam {or surfaces of wall. At the point contact location between pipe and concrete, a � / pP has cured. minimum 1/4 inch diameter bead of fill material shall be applied at the concrete/ annulus. fill material is mixed at a rote of 2.5 parts dry mix to one part water by weight in accordance smaller) Schedule 40 solid-core or cellular core ABS pipe for use in 4. File Voiid or Covey toot * ---- Sealant -- 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 wall. HILTI CONSTRUCTION CHEMICALS, DIV OF 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 FSf?35, CP636 or CP637 Schedule 40 FRf P for use in closed (process or supply) or vented HILTI INC -- FS-fine Sealant *Bearing the UL Classification Mork Pipe (P PP Y) Bearing the UL Classification Marking (drain, waste or vent) piping systems. +Bearing the UL Listing Mark 4. Mi U Cmer Plate - 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 he 6 in- larger than O.D. of pipe. InstoJled OWNIRsiDEVHtn» between underside of floor or both sides of wall between collar and floor or wall surfaces. VAM RESORTS 5. Fimstop Dyke* - Fn*p CoW - Firestop collar shall be installed in accordance 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 floor using COMPANY anchor hanks provided with the collar. (Minimum 2 anchor hooks for 1-1/2 PLASTIC ENT ) PIPE IN METAL PIPE THRU M PENETRATIONS IN AVONCOMP,COT.ORADO an 2 ,n. diam pipes, 3 anchor hooks or 3 and 4 in. diam pipes, and 6 anchch or hooks for 6 in. diam pipes). The anchor soaks are to r q secured with 1/4 in. CONCRET 3 RATING- CONCRETE . 3 -- H R RATING CONCRETE . 3 -- H R RATING � °diam by min 1-1/2 in. tong steel expansion bolts, or equivalent, in conjunction with /� 1 steel nuts and min 3/4 in. diam steel washers with one anchor bolt in each 6 SCALE: N.T.S. CAJ-2098 `= SCALE: N.T.S. CAJ-1278 SCALE: N.T.S. CAJ-1140 anchor hook HILT] CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 6443 50/1.5", CP 643 6312-. CP 643 90/3"1 CP 643 110/4" +ut� or CP 642 160/6" Firestop Collar Demer,Colorado 6. Fill, tltaN or Cady MlaterW - Sealant - Min 112 in. thickness of fill material System No, C-AJ--5040 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, ASSeNy RatinO _ 3 Hr F RATING = 3-HR, wall assembly. Additionally, nom 1/4 in. beads of fill material applied between T RATING = O--HR, • T RATING = 0 HR. DMIGNARCHrEGET concrete and cover plate and between cover plate and firestop device. Nominal Joint Width - 3-1/2 HILT! CONSTRUCTION CHEMICALS, DIV OF L Rating At Ambient - 4 CFM/S Ft HART�ro OW�ER�TON L Ratin At 400 F - Less Than I CFM/S Ft Class II Novement Capabilities - 14X Compression or Extension HILTI INC - CP601S, CP606 or FS-One Sealant 9 q *Bearing the UL Classification Marking B 51R[I"PaRAL fSrGL A MCMOE do Nerd,ENMUMS,INC 2 I A AVON,COLORADO 5$ I MECHANICAL FIPrw rtYCAL ENGWEER M 8 ENG NM5,94C AVON,WLOR.ADO CIMENGNEER r~ �y •' L - •w • 4444X444 f 1 AI PINE 1?NGdNF�RINC,INC. a • 1 VAU,COLORADO A. w. i 3 A 4 a s v ` l l a d :�.�'- PROJECT NUMBER 20900.00 I` SECTION A-A 4 = a .�-� r a 0 oo ISSUE REVISION DATE 1. Floor or Wag Assembly - Min 4-1/2 in. thick reinforced lightweight or $ 4 normal weight (100-150 pcf) concrete. Wall may also be constructed of 04 CONST DOC any UL Classified Concrete Blocks*_ Max diam of opening is 8 in. 2A See Concrete Blocks (CAZT) category in the Fire Resistance Directory IFORPERMIT 07.23.04 for names Qf manufacturers. 2. Mlekft Sleeve (Optional) -- Nom 8 in. diam (or smaller) Schedule 10 A SECTION A-A 05/06 CONST DOC 08.13.04 (or heavier) steel pipe. 3. Through Penetmnb - One metallic pipe or tubing to be centered within 07 Jf3]fDG.2/CONST. 09.0204 the firestop system. Pipe or tubing to be rigidly supported on both sides 1. t Assembly - Min 4-3/4 in. thick reinforced lightweight or normal 1. Floor or Wall As9einbilf - 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. 09.24.0.4_ or tubing may be used: any UL Classified Concrete Blocks*. any UL Classified Concrete Blocks*. Max area of opening is 560 sq in. See Concrete Blocks (CAZT) category ;n the Fire Resistance Directory with a max dimension of 28 in. 09 BLDG.4/CONST. 10.11.04 A. Steel Pipe - Mom 4 in. diam (or smatter) Schedule 5 (or heavier} steel pipe, for names of manufacturers. See Concrete Blocks (CAZT) category in the Fire Resistance Directory 10 BLDG.5/CONST. 10.25.04 8- Copper Pipe - Nom 4-in- diam (or smaller) Regular (or heavier) copper 2. JON Max width of joint at time of installation of joint for names m manufacturers. System - joint joint I�way+ -- Nom 23 in, wide (or smaller) by 4.5 in. deep (or smaller) "1" 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, 5000A. The busway 6A/7A/8A/9A/10A/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. Tube ll -Plm im+ - Nom 3/4 in., thick acrylonitrile butadiene/ A. Packing Material - Min 4 pcf mineral wool butt insulation installed in all provisions of Article 364 of the Notional Electrical Code, NFPA No. 70, FINAL.CONST 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 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. Forms - (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 batt 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 waft. A 1 in. thickness of packing material ;s 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 3. Firestop System - The firestop system shall corsisl 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 butt to be tightly--butted with butted 4. FIL VbW or CavTy MllahrkP - TrowdWe Fmestop Compound - Min _ n insulation firmly packed into opening as a permanent form. packing seams spaced min 24 in. apart along the length of the joint. 2-I/2 in. thickness of fill material applied within the annulus. Fill N moterial 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 d 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 Elastomeric Firestop Sealant HILTI CONSTRUCTION CHEMICALS, DIV OF material applied within the annulus, flush with top surface of floor or *Bearing the UL Clossificotion Marking HILTI, INC. -- FS635 OR CP636 U8 with buts surfaces of wall. *Bearing the UL Classification Marking FI R ESTO P P I N G HILTI, Inc. -- FS--ONE Sealant +Bearing the UL Listing Mark CD *Bearing the UL Classification Marking DETAILS m " TUNNEL do RESIDENCES r E PLASTIC PIPE IN INSULATED MTL. PIPE THRU WALL TO WALL JOINT IN ELECTRICAL BUSWAY IN 0 CONCRETE : 3 -- HR RATING CONCRETE : 3 �- HR RATING CONCRETE : 3 - HR RATING CONCRETE : 3 -- HR RATING SCALE: N.T.S. CAJ-2110 5 SCALE: N.T.S. CAJ-5090 3 SCALE: N.T.S. ww0-1101 SCALE: N.T.S. CAJ-6006 ic) 7 x a Y y y W-L-3111 System No. C-�-AJ-3095 © 2004 42140 ARCHITECTURE, INC. � System a, C-AJ-8041 System No W-L-311 System No. F RATING = 3-HR. F RATINGS - 1 AND 2 HR (SEE ITEMS 1 AND 4) F Ratings -- I and 2 Hr F RATING - 3-HR. T RATING = 0 and 1 HR. T RATING - 0 HR T Rating - 0 Hr T RATING = 0, 112 & 3/4 FIR. (See Item 3) L RatN At Ambient - 10 CFM/sq ft - Rating At 400 F - Less Than 6 CFMlsq ft A 2 A 4B A 3i � R 3 2 4A f����r A 5 )to = �. -4' a � A 3 W 3 4 2 2 U _ - - 3 4 6666 Z Q A SECTION A�-A w � _-__ -- SECTION A-A 2 >4 1~ � A 3 1. Wall Assembly — The 1 or 2 lir fire rated gypsum wallboard/stud wall A Q SECTKN 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 construction features: SECTII�II A-A 1. Floor or Wall � Min 2-1/2 in. thick reinforced lightweight or 1. Floor or Wd Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete floor or min 3 in. thick reinforced �j ,� � - / A. Studs "C-T" shaped studs 1-� in, wide by 2 Y in. --- -- - — normal weight (100-150 pcf) concrete floor or min 5 in. thick reinforced deep, fabricated from 25 MSG galy steel, spaced max 24 lightweight or normal weight concrete wall. Wall may also be constructed G lightweight or normal weight (100-150 pcf) concrete wall. Wall may also in. OC. of any UL Classified Concrete Blocks*. Max diom of opening is 6 in. (J be constructed of any UL Classified Concrete Blocks*. Max area of B. Wallboard Gypsum* — One layer of nom 1 in. thick, 24 See Concrete Blocks (CAZT) category in the Fire Resistance Directory opening is 192 sq in. with ma} dimension of 24 in. in. wide gypsum finer and Y. in. thick, 4 ft. wide gypsum for names of manufacturers. �•y � •� See Concrete Blocks CAZT category in the Fire Resistance Directory wallboard with square or tapered edges- The R in. thick 2. Steel Sleeve (Optional) --- Nam 6 in. diam (or smaller) Schedule 10 for names of manufacturers. gypsum wallboard type, number of layers, fastener t and w 2. Through Penetmnts - A max of 4 pipes, conduits or tubing to be type 1, wall Assembly The fire - rated gypsum wallboard/stud wall assembly shall be (or heavier) steel pipe cast or grouted into floor or waif assembly, flush installed within the opening. The space between pipes, conduits or sheet orientation shall be as specified in the individual Wall constructed of the materials and in the manner specified if the individual U300 with floor or wall surfaces. tubing shall be 1-1 2 in. The space between pipes, conduits or Lubin and Partition Design- flax diam 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 f ] V) 9 / Pa P P 9 The hour) f Rating of the firesta system is equal to the hourly fire rating of percent to max 45 percent of the aggregate cross--sectional area of the \� and periphery of opening shall be min 1-5 8 in. to max 2-1 2 in. Pipe, Y g P Ys q Y 9 shall include the following construction features: P P 1? p ry P 9 / / p the wall assembly in which it is installed. A. Studs Wall framing shall consist of either woad studs or channel shaped opening. Cables to be rigidly supported on both sides of floor or wall assembly. �T� 0 conduit or tubing to be rigidly supported on both sides of floor or wall 2. Metalfic Slam — Max 4 in. diam cylindrical sleeve fabricated from min steel studs. Wood studs to consist of 2 by 4 in. lumber spaced 16 in. Any combination of the following types and sizes of metallic conductor or fiber #,•{� 0-4 assembly. The following types and sizes of metallic pipes, conduits or 0.016 in. thick (28 gauge) galy sheet steel and having a min 1 in, lap along OC. Steel studs to be min 2-112 in. wide fabricated from min 25 MSG optic cable may be used: n/ a tubing ma be used: the longitudinal seam. Length of steel sleeve to be equal to thickness of galvanized steel, spaced max 24 in- OC. A. Max 500 kemil single copper connector power cable with thermoplastic !�*� A Steel pe - Nom 3 in. diam (or smaller) Schedule 10 (or heavier) wall. Sleeve installed by coiling the sheet steel to a diam smaller than the * insulation and polyvinyl chloride PVC jacket. When single copper steel pipe. B. Gypsum Board 5/8 in. 4 ft wide With square ar tapered edges. The (PVC) J 9 0 through opening, inserting the coil through the opening and releasing the coil sum wallboard type, number of layers and sheet orientation shall be as conductor power cable is used, T Rating is 0 hr. B. Capper Tubing - Nom 3 in. diam (or smaller) Type L (or heavier) 9YP YP Y to let it uncoil against the circular cutouts in the sum wallboard layers. B. Max 350 kcmil single conductor power cables with either aluminum or copper tubing 9YP Y specified in the individual U300 or U400 Series Designs in the UL Fire 9 P C. Co Pi Nom 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 Copper Pe - ( ) g { ) pP along the longitudinal seam. single aluminum conductor power cable is used T Rating is 0 hr. pipe. 2. Metaffic 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 Rating Is 1 2 hr. Q Conduit — Norn 3 in. diam (or smaller) electrical metallic tubing or tubing (EMT) or Schedule 5 steel pipe friction fit into wall assembly and installed 9 PP P 9 / steel conduit. 33 percent of the cross—sectional area of the opening. The 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 opening to be min Y in. 3, Cables Aggregate cross - sectional area of cables in cable troy to be max 25 polyvinyl chloride PVC insulation and jacket material. When telecommunication * _ �J9 e9 Y Y (PVC) 1 3. Pipe Coveiatg (Optional) - Max 1 in. thick hollow cylindrical heavy to max , 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. OWNE04MEVFIDM density (min 3.5 pcf) glass fiber units jacketed on the outside witty an all assembly. Any combination of the following types and sizes of copper con-- between the cable bundle and the periphery of the opening to be min 1/8 in. D. Max three copper connector No. 6 AN cable with polyvinyl chloride (PVC) service jacket. Longitudinal joints sealed with metal fasteners or factory- ductor cables may be used: insulation and octet material. When multi-connector power cable is used, VAII. RESORTS applied self—sealing a tape. Transverse joints secured with metal A. Max 7/c No. 12 AWG with polyvinyl chloride PVC insulation and Jacket. to max 3/4 in. Cables to be rigidly supported on both sides of the wall assembly. 1 Po PP g p P J / p � � (PVC) 1 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 insulation and jacket. DEVELOPMENT 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 annular space of 1-1/2 in. is required within the firestop system. The T C. Type RG 59/1! coaxial cable with polyethylene (PE) insulation and jacket. and PVC jacket. cables with PVC or cross--linked polyethylene (XLPE) insulation and PVC COMPANY Rating is 1 hr when 1 g thick pipe covering is used. The T Rating is D. Multiple fiber optical communication cable jacketed with PVC and having B. 24 fiber optic cable with polyvinyl chloride (PVC) outer and subunit jacket, jacket. When multiconductor power and control cable is used, T Elating is AVON,COLORADO 0 hr. when pipe covering is less than 1 in. or is omitted. a max OD of V. in. 3 4 hr. See Pipe and Equipment Covering - Moterials (BRGU) category in E. Max 3/c No. 12 AWG copper conductor steel clad cable. C. Type RGU/59 coaxial cable with polyethylene (PE) insulation and polyvinyl / Aec;�OF�MD the Building Materials Directory for names of manufacturers. Any pipe (PVC) jacket. F. Multiple fiber optical communication cables jacketed with PVC and having a max 4 Foe System - The firestop system shall consist of the following: outside diam of 112 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 Na. 10 AWG cable with ground with polyvinyl {PVC) insulation and A Packing Material-Min 2—Y8 in. or 2-� in. thickness of min 4 pcf mineral G. Max 3 C copper conductor No. 12 AWG with Bare aluminum round, polyvinyl lei UL Classification Marking with a Flame Spread Index of 25 or less and jacket. / PP 9 wool butt insulation firmly packed into opening on one side of the wall as i a Smoke Developed index of 50 or less may be used, chloride PVC insulated steel, Metal-clad cable+. When MC cable is used, 4. PalCfpng Material -- Min 4 in, thickness of min 4.0 pcf mineral wool butt permanent form for 1 and 2 Hr wolfs, respectively. Packing material #o be C: 3/C No. 12 AWG cable with polyvinyl chloride (PVC) insulation in a nominal � T rating is 0. FA 'A recessed from the room side of wall as required to accommodate the 1/2 in. flexible metal conduit 9 aR insulation firmly pocked into opening as a permanent form. Packing AFC CABLE SYSTEMS INC required thickness of fill material. 4. FIl. 1Mid or Cavity Ir{aterial� Putty - Min 5/$ in. thickness of fill material applied oemer.Coiorada material to be recessed from top surface of floor or from both surfaces 4. Pocking Material Min 2 in. thickness of min 4.0 f mineral wool butt insulation B. Fill, Void or Cavity Material-Sealant* - Min 1 in. thickness of fill material within annulus flush with both surfaces of wall. Fill material to be forced into g � of wall as required to accommodate the required thickness of fill firmly pocked 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. Y p p g P g MASTMPLANNER 112 in. from top surface of floor or from both surfaces of wall as required to & Hilti Construction Chemicals, div. of HILTI, INC. Additional fill material to be installed such that a min 1/4 in. crown is formed DI IGNARCHrrECT 5 Fill, 1b� or CwrTy Moterial'r - Sedlunt - Min 1/2 in. thickness of fill 1'S-ONE Sealant around the cable bundle and lapped over the steel sleeve. accommodate the fill material. material applied within the annulus, flush with top surface of floor or 5. Fig Void or MaterW --- Sealant Min 1/2 in. thickness of fill material HART HOWERTON with both surfaces of wall. * HILTI CONSTRUCTION CHEMICALS, DN OF / HART HILTI CONSTRUCTION CHEMICALS, DIV OF Bearing the Ut Classification Marking HILTI INC - CP618 Firestop Putty Stick applied within the annulus, flush with top surface of floor or With both surfaces of Wall. *Bearing the UL Classification Marking HILTI CONSTRUCTION CHEMICALS, DN OF HILTI, INC. - FS-ONE Sealant HiLTi INC -- FS-One Sealant. *Bearing the UL Classification Marking *Bearing the UL Classification Mark MONRQE&NEV 13NGMEMS,INC AVON.COLOPAW bIEDCHAM ICALEi FrIMICALENCANM M-E BNGINMRS,MC .AVON;COLORADO CMIL$NGH4M ALPINE£NGINMIDIG,INC. VAn,.©PI ORAL10 PROJECT NUMBER 20900.00 ISSUE REVISION DATE 04 CONST DOC FOR PERMIT 07.23.04 05/06 CONST DOC 08.13.04 07 BLDG.2/CONST. 09.02.04 08 BLDG.3/CONST. 09.24.04 09 BLDG.4/CONST. 10.11.04 10 BLDG.5/CONST. 10.25.04 5B FINAL CONST 01.03.05 6A/7A/$A/9A/10A/11 FINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 0 N N a - ai uo FIRESTOPPING N DETAILS n TUNNEL & RESIDENCES a 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:- HR RATING CONCRETE : 3 -- HR RATING A552 D 4 SCALE; N.T.S. cA.l-$o41 SCALE: N.T.S. wL--31 67 2 SCALE: N.T.S. wL-3i>> � SCALE: N.T.S. cn.I-3095 System No. FF--D-1011 System No, FW--D--1011 System No. W--L-8019 System No, W-L-8019 © 2004 4 RCHTTECTURE, INC. Assembly Rating - 3-Hr 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) /� � �� Nark at Joint Width - 3-1/2' Nominal Joint Width - 3-1/2' T Rating - 0, 1/2, 11 1-112 and 2 Hr (See Item 2) T Rating - 0, 1/2, 1, 1-112 and 2 Hr (See Item 2) ,`�'� Class I1 Movement Capabilities - 147. Compression or Extension Class II Movement CupabRitles - 14`/. Compression or Extension F`D E. RANDAL JOHN N FI CarrFi uRrtlGll p 2. Through Pen*ant One metallic pipe, conduit or tube to be installed either concentrically or eccentrically within the �F C B l ® sf� ~ 1 2B •A 4 firestop system. The min annular space between the pipe, conduit or tube and the periphery of the opening shall be F-E 0 /�► �� 3I3 min. 0 in. (point contact). The annular space between adjacent penetrants shall be min 3-1/2 in. The following typesF O D F�+s A��,�\� and sizes of metallic pipes, conduits or tubes may be used: G 2 " . .a 1 Steel Pipe Mom 4 in. diam (or smaller) Schedul 10 (or heavier) steel pipe. $ _ l l=l 1:1: 1::1:x::::: A ill tt ttl . Iron Pipe Nom 4 in. diam (or smaller) cast or ductile iron pipe. A -- 4 e %'. °.. 111 ll ill .. " ``' 111 it lit Conduit Nom 4 in. diam (or smaller) rigid steel conduit. 4 t 1 l °' r -' ttl tt ttt ' : .f ' Conduit Nom 4 in, diam (or smaller) steel electrical metallic conduit e a. . ' :ti•, < it it lit :. . e , l ll Ili Copper Tubing Norn 4 in. diam (or smaller) Type L (or heovier) copper tubing. Copper Pipe Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. lllllllll 1� 3. Fill, Void or Gorily Material* -- Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill G 3 material thickess for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. e : -Q 1111 t l 11 � � - - a : . - :- •. - -.: '. Coif' � �E LA N 0 2. Steil Pipe Nom 8 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. 3. Pipe Cornering MaWW Nom 1--112 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed WJ 04 1. Wall Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Wall on the outside with an all-service jacket. Longitudinal joints sealed with metal fasteners or factory-applied, p , may also be constructed of any UL Classified Concrete Blocks*. self-sealing lap tape. Transverse joints secured with metal fasteners of with butt tape supplied with product. The min 2 space between adjacent penetrants spoil be 2 in. - ?•,yr �•_- , See Concrete Blacks (CAZT) category in the Fire Resistance Directory for names of manufacturers. ripe - _ ( } Category g ry -=•Y- _ See Pi and a Maters BRGU in the Building Materials Directory for names of manufacturers. Any pipe covering meeting the above specifications and bearing the UL Classification Marking with a 1. Floor Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. 2. Floor Assembly Min 4--1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Flame Spread index of 25 or less and a Smoke Developed Index of 50 or less may be used_ _ ;F .,� O 2. Joint Max width of joint at time at f ' ' - 4. FBI, Void or Cavity MatehP - Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill Q System 1 { o o lo�nt system) is 3 1/2 in. The joint system is designed 3. Joust System tax separation between edge of floor- and face of wall (at time of installation of joint system) is material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. 3 - - '� 3B °"`ter 3 to accommodate a max 14 percent in compression or extension from its installed width. The joint system shall consist 3-112 in. The joint system is designed to accommodate a max 14 percent in compression or extension from its V of the fallowing: installed width. Tne joint system shall consist of the following: �• • F FIRESTUP C[�"IGl1RATILN A 1`IRESTDP CUNFIGURATM I! FIRESTUP CONFIGURATMN C FIR£STUP CKIGURATMN D p �'' A. Forming Material Min 4 pcf mineral wool hail insulation installed in joint opening as a permanent form. Pieces 2. Flese�le Conduit Nom 1 in. diam (or smaller) flexible steel conduit. The min space between adjacent penetrants shall [t] •� A. Forminc Material Min 4 pcf mineral wool batt insulation installed :n joint opening as a permanent form. Pieces '^ w of butt cut to min width of 4-1/4 in. and installed edge-first into joint opening, parallel with joint direction, of bott 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. such that batt sections are compressed min 42 percent in thickness and that the compressed Batt sections are such that butt sections are compressed min 42 percent in thickness qnd that the cam ressed butt sections are 3. Fill, Void or W MaWral* -� Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill x -' `a:° 'r.'�•. 3 � xj 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 la accommodate the required thickness of fill material. material thickness for 1 hr F bating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. °.. _~• ^a' --.,a- Adjoining lengths of batt to be tightly-butted with butted seams spaced min 24 in. apart along the length of Adjoining lengths of butt to be tightly-butted with butted seams spaced min 24 in. apart along the length of the z joint joint. G ,~ O .�- FIBREX INSULATIONS INC -- FBX Safin Insulation .. ~; 9 FIBREX INSULATIONS INC -- FBX Safing Insulation 2. Sled pact Nom 6 'in. diam (or smaller) No. 28 gauge (or heavier} gahre steel duct. The min space between adjacent nenelronts shall be 1-1/2 in. °`yt a B. Fill, Void or Cavity Material* -- Sealant Min 1/4 in. thickness of fill material applied within the joint, flush B. Fill, Void or Cavity Material* -- Sealant Min 1 f4 in. thickness of fill material applied within the joint, flush 3. Fill, Void or Cavity Material* - Foam Fill material applied within annulus flush with both surfaces of the wall. Min fil 1 with top surface of floor. with top surface of floor, material thickness for 1 hr F Rating is 4,-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. 3 1 HILTI CONSTRUCTION CHEMICALS, DN OF HILTI CONSTRUCTION CHEMICALS, DN OF *Bearing the UL Classification Mark FKSTM CNIGURATION E FKSTIIP CWIGURATMN F FIRESTIP MWIGURATI[h G HILTI INC -- CP601 s Elostomeric Firestop Sealant HILTI INC -,- CP601 s Elostomeric Firestop Sealant i__ __ ____ *Bearing he UL Classification Mark * 1. Woll �► The 1 or 2 hr fire-roted 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: OWNERMEVELO T RATING = 0-HR. A. Studs Steel studs 3-1/2 in. deep, fabricated from 25 MSG galv steel, spaced max 24 in. OC. B. Gypsum Board The gypsum board type, number of layers, fastener type and sheet orientation shall be as VAIL RESORTS specified in the individual Wall and Partition Design. Max area of opening is 450 sq in with max dimension of 30 in. DEVELOPMENT 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 Penetrants 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 nxcxrrEC�oe 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 , , 2 table below. Any combination of the following firestop configurations detailed herein may be used: . J 3 Fn- s4 Co x�tion 1 Hr F Rating 2 Hr F Rating AXCrurec[UK T Rating Hr T Rating Hr per,Cakm eo A 0 1/2 -1/2 MASTM PLANNER C 1/2 1 DESIGN ARCHMPCr D 0 0 HART I HOVERTON F O NM YORK,NW yorK G 0 0 SECTIGN A-A S"UCTLMAL ENC,]NM F CDnf A MONROE&NEWELL ENGOMERS,INC 2 3 A AVON,COLORADO 2. Cables Max 4 in. diam tightly bundled cable. The min space between adjacent penetrants shall be 4 in. Cable bundle may be any combinobo of the following types and sizes of cables: r''r"c�r' I`r,INC N M-6 FNGINSSR$,INC G. Max 25 pair No. 24 AWG copper telephone Coble with polyvinyl chloride (PVC) insulation and jacket materials. AVON.COLORnno H. Max 7/C No. 12 AWG cable with PVC insulation and jacket materials. CAg1L NCxNiMx 1. Multiple fiber optical communication cables with PVC jacket material and having a max outside diameter of 318 "L „�oI RG. in. 1. Floor or Walt Assembly - Min 2-1/2 in. thick reinforced lightweight or J. Max 3/C No. 12 AWG steel clad cables with PVC insulation and jacket materials. normal weight (100-150 pcf) concrete. Wall may also be constructed of K. Max 3/C No. 8 AWG cablew 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. Fill, Void or Cadty Moterrati - Foam Fill maternal 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 1 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. Cable Tray * - The following types of cable trays may be used: Fi Conf oration B A. Max 24 in. wide by max 4 in. deep open ladder cable troy with 2. Copper Tuber or Pipe Nom 1 in. diam (or smaller) Type L copper tube or nom 1 in diam (or smaller) Regulary (or FOR PERMIT 0723.04 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. 05/06 CONSTDOC 08.13.04 A-shaped rungs spaced 9 in. OC. 3. Tube insulation - Pks im+ Nom 3/4 in. thick ocryloniirile 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 thin 0.097 in. aluminum with 7/8 in, wide by 1 in. deep See Plastics+ (OMFZ2) category 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 BLDG.3/CONST. 09.24.04 I 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 tray only one may be aluminum. The annular space between the 4. Firestop 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 3. Cables - Aggregate cross-sectional area of cables in cable tray shall B. Fill, Void or Cavity Material* - Foam Fill 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 material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. 6A/7A/8A/9A./l0A/11 -_ max 20 percent of the cross-sectional area of aluminum cable tray, FINAL CONST 01.03.05 based on a max 3 in. cable loading depth within the cable tray. Any combination of the following types and sizes of copper conductor cables Fireatop ColnfigumtionW C] may be used: 2. FoWnyl ChWWe (PVC) Pipe Nom 2 in. diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in 16 ADDENDUM 5 05.16.05 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. -S. 7/C No. 12 AWG copper conductor cable with PVC insulation and 3. Foutop System The firestop shall consist of the following: - jacket. A. Fill, Void or Cavity Material* - Wrap Strip Two min 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 Forma (Not Shown) - Used as o form to prevent leakage of fill material B. Fill, Void or Cavity Material* - Foam Fill material applied within annulus flush with both surfaces of the wall. C. during installation. Farms 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 I e; material has cured. CA 5. Fill, Void or CaI MI - Mortar - Min 2-1/2 in. thickness of fill Q material applied within the annulus. Fill material is mixed at a rate of 2.5 FI R ESTO P P I N 0 parts dry mix to one part water by weight in accordance with the installation DETAILS instructions supplied with fill material. HILTI CONSTRUCTION CHEMICALS, DIV OF TUNNEL & RESIDENCES HILTI INC - Type FS635 or CP636 *Bearing the UL Classification Marking LO s. 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 -- HR RATING 4 A553 SCALE: N.T.S. FEES-toll 3 SCALE: N.T.S. FWD-1011 2 SCALE- N.T.S. ca.t-4417 � SCALE: N.T.S. wt.-sole _ 1„ 1/8" TO 1/4" GAP NOTE_: DELETE CAVITY O 02004 42140 ARCHITECTURE, INC. V-51" 3 SIDE LAYER OF GWB VARIES Y ' FILLED WITH FIRE 1/8" TO 1/4" GAP FILLED 4 RATED SEALANT. WHERE FURRED WALL WITH SEALANT. ASSEMBLY OCCURS. i ASSEMBLY SHALL BE SHALL BE AIR IMPENETRABLE, 0 AIR IMPENETRABLE. (1) LAYER J" TYPE 3" TYP. xa STRUCTURE „X„ GWB ?" ° '. a:M`.`,� BOTTOM OF SLAB HEAR _ METAL CEILING RUN ER 1 x or 2x WOOD Q _ J VAPOR RETARDER ON �.-J f I FIBER BATT, TYP_ `—' INSIDE FACE OF WOOD SIDING (RE: EXT. a I WOOD TOP PLATES STUDS (TYP.) ELEV'S) I _ 3) LAYERS 8” TYPE _ l:�.�`•``.' ( SHAFT SIDE OUTSIDE �' STONE VENEER GWB WITH STAGGERED INSIDE FULLY GROUTED JOINTS 1" LINER BOARD 2X6 WOOD STUDS CAD 16" WEATHER R R -RESISTANT FURRED STUD WALL WITH FLASHING HEAD 2 LAYERS i" TYPE 'X' (RE: PLANS FOR AND WEEP -``� GWB WITH STAGGERED SILL •� O.C. WITH 5 " FIBER BAIT WALL TYPE) { V HOLES ��` JOINTS /,�, (2) LAYERS TYPE "X GWB 4 " PLYWOOD r� OUTSIDE PROVIDE ADDITIONAL LAYER METAL J--RUNNER d SHEATHING ON VJ INSIDE 1 2X6 WOOD STUDS W 1 OF GWB WHERE MASTER Or WEATHER-- BEDRM_ OCCURS 1/8" TO 1/4" GAP RESISTANT FILLED WITH FIRE v v SEALANT- BARRIER ,_:.�. RATED SEALANT_ ASSEMBLY SHALL BE FIRE ASSEMBLY 0 E I GRID AIR IMPENETRABLE. 1.4 , I" LINER BOARD PER UNDERWRITERS LABORATORIES INC.: Q Q PLAN BXUV.U356, Design No. U356 �I 2 " C—H STUD Q 24" O.C. 8" 7"± (2) LAYERS TYPE "X" 9" GWB L 1 EXTERIOR WALL 0 DEMISING WALL EXTENSION Cn " AIRSPACE, MIN. PER UNDERWRITERS LABORATORIES INC_: PROVIDE ADDITIONAL LAYERS W 2x6 WOOD STUDS BXUV.U356, Design No. U415 OF GWB AS REQ'D. PER DTL. 16" O.C. 2/A535 SIM. ml I 54" BATT INSULATION 2—wHR ��AF T W ALL j 1 —HR E�.TE.RIO.R .WSI�. WD. SIDING V SELL I SCALE: 1 1/2" = UL #U415 / 57C NA J SCALE: , 1/2 = FILL 3" CAVITY WITH oval —�� MINERAL WOOL, APPROVED [T, RR AS FIREBLOCKING " d WOOD SILL PLATE 74 1 —HR EXTERIOR WALL 0 CONC. FDN. TOP OF SLAB NOTE: DELETE CAVITY V U SCALE: 1 1/2" = 1 -0 - Y SIDE LAYER OF GW13 1 LAYER " TYPE "i 1/8" TO 1/4- GAP FILLED WHERE FURRED WALL 3„ { ) WITH SEALANT. ASSEMBLY OCCURS. 4q "X" GWB STUCCO SYSTEM W SHALL BE AIR IMPENETRABLE, VAPOR RETARDER ON �I 1.4 TYP. INSIDE FACE OF WOOD WEATHER-•-RESISTANT PROVIDE ADDITIONAL LAYER STUDS (TYP.) BARRIER 0 L� OF GWB WHERE MASTER STRUCTURE BEDRM. OCCURS HEAD INSIDE OUTSIDE WOOD TOP PLATE(S) PROVIDE VAPOR WOOD STUDS ® 16" O.C. PLYWOOD BARRIER WHERE WITH 54" FIBER BATT SHEATHING ON STEAM SHWR. OCCURS A 2X6 WOOD STUDS OWNBR/DSVEiAP��F_ {" BATHROOM sIDE 6j L11 VAIL RESORTS I G3WB WITH WITH DEVELOPMENT JOINTS 5/8" GREEN BOARD FIRE ASSEMBLY FILL CAVITY WITH MINERAL SILL 8' GWB COMPANY GRID WOOL, APPROVED AS S/ G PER UNDERWRITERS LABORATORIES INC.: AVON,COLORADO Y. BXUV.U356, Design No. U356 FIREBLOCKING Q WOOD SILL PLATE 1 Axc>< cxoFRECORD PLAN 1 2x6 WOOD STUDS — E_ X_ TERIOR WALL 0 DEMISIN 2X6 WOOD STUDS � _J ® 16" O.C, TYP. -' K4 PROVIDE ADDITIONAL LAYERS l*ARCHl v \ _ GREEN 130ARD OF GWB AS REQ'D. PER DTL. (2 LAYERS i" TYPE 'X' Q 2/A535 SIM. fae�,�raao GWB WITH STAGGERED FL$>=R �Arr X3 E TERIOR LL 0 ENTRY 2X4 WOOD STUDS PER GYPSUM ASSOCIATI N FIRE JOINTS A PLAN � DELETE FIBER BATT & GWB & e RESISTIVE DESIGN MANUAL (16TH �, ,� PROVIDE STUCCO SYSTEM BOTH D>SIGNARCHPTECr ED. GA FILE NO. 3820 PROVIDE ADDITIONAL LAYER " SIDES OF GWB WHERE MASTER WOOD STUDS 0 16 O.C. HARTIHOWERTON BEDRM. OCCURS GWB TERIOR WALL 0 PIERS 2X4 WOOD STUDS NhV YOM WMYORK NOTE_ ,� _. .. _ ANY LATERAL BRACING CONNECTION SHALL EMPLOY A CAVITY SIDE MONROE& ,INC NOT USED RUBBER--IN—SHEAR ISOLATED SWAY BATHROOM WALL 2X6 WOOD STUDS 1 Q EXTERIOR WALL ® SKI CLST. 2x4 WOOD STUDS AVON,COUMADO ««. CALIM SCALE: 1 1/z = , —o (srC 44 1 DELETE FIBER BATT M-EMGMEMMMIC T� BRACE, TYP � DEMISING WALLS. - --� ---� AVON,COLORADO NOT USED 2—HR DEMISING WALL ATHROOM WALL 2X4 WOOD STUDS 1 —HR EXT. WALL C STUCCO sruDSOOD AIiGG�� ��EN R scaLE: , , z , —0 s eg &B AM: , 1/z = 1 —0' srC 44) SCALE: 1 1 2 = 1'-0" Ue #�U358 / src 8 VAD,COLORADO VARIES ® 2X6 WALL PROJECT NUMBER: 20400.00 g ,� NOTE: FLOOR PLANS . 1"MIN. 4j" @ 2X4 WALL GRAPHICALLY INDICATE THICKNESS OF TYP. FRAME ISSUE REVISION DATE WALLS (2X4 OR 2X6) HEAD I STRUCTURE 1�_1 " 06 CONSTDOC STRUCTURE 4 I WOOD TOP PLATE(S) FOR PERMIT 08.13.04 HEAD — PRIMARY WALL WOOD TOP PLATE( (1) LAYER " TYPE 07 BLDG.2/CONST. 09.02.04 r� (RE: PLANS FOR WOOD STUDS 0 'Al „X„ GWB STONE VENEER FULLY BI,pG,3JCONST. 09.24.04 Q WALL TYPE) 16" O.C., TYP. VAPOR RETARDER ON FULLY GROUTED AND WEEP HOLES _ _ - g g 5/8" GWB INSIDE FACE OF WOOD WITH FLASHING g Q BLDG 4/CONST. 10.11.04 a a Q STUDS (TYP_) FIBER BATE .( 10 BLDG.S/CONST. 10.25.01 FIBER BATT, TYP. OUTSIDE /� f PROVIDE VAPOR INSIDE L�6A./7'A/8A/9A/10A/11 SILL RETARDER ® WARM SIDE D OF EXT. WALLS, TYP. SILL WEATHER---RESISTANT FINALCONST 01.0305 BARRIER SILL PLATE WOOD STUDS ® 16" O.C. 16 ADDENDUM 5 05.16.05 WOOD SILL PLATE d WITH 5 " FIBER BATT PLYWOOD SHEATHING ON 5/8" GWB 2X6 WOOD STUDS WOOD STUDS ® 16" PLAN - O.C., TYP. 61" 7"f WOOD STUDS � �6" O.C. PLAN E FIRE ASSEMBLY PRIMARY WALL [� 5/8" GWB ON EACH _ (RE: PLANS FOR SIDE OF STUD PER UNDERWRITERS LABORATORIES INC.: __ WALL TYPE) Q BXUV.U356, Design No. U356 M4 INTERIOR ALL 2X6 WOOD STUDS A 1 DELETE GWB 0 ATTIC SIDE OF 2X5 WOOD STUDS N d M3 NOT USED WALL J2 EXTERIOR WALL DEMISING WALL TYP ES co PROVIDE ADDITIONAL LAYERS FURRED WALL 2x_6 WOOD STUDS M2 NOT USED OF GWB AS REQ'D. PER DTL. RESIDENCES SCNZ 1/2- " I'-v ��� DELETE GWB & FIBER 2/A535 SIM. f BAIT ® ATTIC WALLS J I EXTERIOR WALL C�3 PIERS 2x4 WOOD STUDS I FURRED WALL 2X4 WOOD STUDS M 1 INTERIOR WALL 2X6 WOOD STUDS DELETE FIBER TT GWB Q scALl. 1 2 o CAVITY SIDE A\ cn do 8 b NOT USED 2X6 WOOD STUDS INTERIOR " WALL 2X4 WOOD STUDS T 1 —HR EXTERIOR WALL STN, suDSaoD U>, �!U356 / src nA A611 c 0 2004 C n ^ �TIfRE, INC. DOOR SCHEDULE DOOR SCHEDULE (CONT@D.) U v co, /y E. F�AhryAl SIZE DOOR FRAME SIZE DOOR FRAME LABEL HARDWARE REMARKS J. R ;y DOOR ROOM NAME LABEL HARDWARE REMARKS ROOM NAME NO. WIDTH HEIGHT THK. TYPE MAIL MAT'L HEAD .IAMB THRESHOLD (MIN.) SET NO. WIDTH HEIGHT THK. TYPE MAIL MAIL HEAD LJMB THRESHOLD (MIN.) SET UNIT TYPE A A A UNIT TYPE B A J'= TO76 LOWER ENTRY - - - - HM 1 PT HMI PT - - - 180 - Refer to Tunnel Construction Package T08B GARAGE ENTRY - - - - HM 1 PT HMI PT - - - 180 - Refer fin Tunnel Construction Package T07C GARAGE 16 - - - - HM I PT HM/PT - - - 9D - Refer to Tunnel Construction Package T07C DUMBWAITER - - - - HM 1 PT HMI PT - - - 90 - Refer to Tunnel Conskuction Package T07D MECHANICAL - - - - HM I PT HM/PT - - - 180 - Refer to Tunnel Construction Package T07D MECHANICAL ® - - - - HM 1 PT HMI PT - - - 180 - Refer to Tunnel Construction Package A001 CLOSET PL V-60 7"-0" 1314" A WD 1 ST WD I ST l GIA712 9IA712 - 03 B001A LOWER ENTRY 248" 7'-0" 1314" A WD I ST WD I ST 101A712 9/A712 X 06 A001 STORAGE Y-W T-W 1314' A WD I ST WD 1 ST 101A712 91A712 - 06 -- BOW LOWER ENTRY 2'-8" T-0" 1314" A WD I ST WD I ST 101A712 91A712 - O6 V A002A BATH 1 24" 710 1314" A WD 1ST WD 1 ST 101A712 91A712 - 02 STORAGE 2'-6" 3'-4" 1314" A WD 1 ST WD 1 ST 10/A712 91A712 - 06 Low Door to Under-Stair Storage Z o A003A BEDROOM 1 2-8" T0 13/4" A WD/ST WD f ST I OIA712 9/A712 - 02 BOW FAMILY ROOM 4`--9 3/4"x 9'--2"(unit) B G 1ST WD 1ST 6/A712 71A712 3/A535 - 05 Slider W I••rl A003B BEDROOM 1 Pr.2'-0" T-0" 13/4" A WD 1 ST WD 1 ST IOIA712 91A712 - 08 131-Pass B006A BEDROOM 2 2'-8" 7'-0" 1314" A WD I ST WD I ST 1016712 91A712 - 02 A AO0,4A BATH 2 2,4" T-0" 1314" A WD 1 ST WD I ST 101A712 91A712 - 02 B006B BEDROOM 2 Pr. V-10" T-0" 1314" A WD I ST WD I ST IOIA712 91A712 - 08 BI-Pass Q A004B BATH 2 21-4" T-O" 1314° A WD 1ST WD 1ST 101A712 9IA712 - 02 V— B007A BATH 2 2'4" 7'0 1314" A WD I ST WD I ST 10/A712 91A712 - 02 A00 BEDROOM 2 7-8" T-0" 13/4" A WD I ST WD I ST 101A712 9/A712 - 02 B00$A BEDROOM 1 2'-8" T4" 13/4" A WD I ST WD!ST 101A712 9/A712 - 02 { O A0058 BEDROOM 2 Pr- V-8* 7'-0" 1314" A WD I ST WD 1 ST IOIA712 9/A712 - 08 Bi-Pass 80088 BEDROOM 1 Pr.2`-0" T-0" 1314" A WD I ST WD I ST IO/A712 9/A712 - 08 BI-Pass; (J _ . U A007A FAMILY ROOM 314"x 9'T(unit) B GIST WD I ST 6IA712 7IA712 316535 - 05 Slider B009A BATH 1 74" 7'0 1314" A WD!ST WD 1ST 1016712 91A712 - 02 W A A007B STORAGE 7-6" Y-4" 1314" A WD 1 ST WD 1ST 101A712 91A712 - 06 Low Door to Under-Stair Storage A B009B BATH 1 2'-4" 7'-0" 1314" A WD I ST WD 1ST 101A712 91A712 - 02 W W U A10 SKI CLOSET Al 2'-6" T-0" 1314" A WD/ST WD I ST 1 OIA712 91A712 - O7 Provide weather shipping B10 SKI CLOSET 2'-6" T-0" 1314" A WD I ST WD/ST 101A712 91A712 - 07 Z 610 ENTRY&SIDE LRES 6-2112* 8'-0" 2114" C WD 1ST WD 1ST 316712 216712 816531 01 Arched top 3'-0"wide door. 810 ENTRY 3'-0" 8'-0" 2114" C1 WD 1ST i 2y-LA WD 1 ST 31AT 12 2!6712 816531 - 01 Al7cfued top door. PQ OWN! A103B CLOSET Pr. 1'$" T'-0" 1314" A WD 1ST WD 1ST 1016712 916712 - 03 B103B ENTRY Pr. 1`-6" T-0" 1314" A WD 1ST WD!ST 1 OIA712 916712 - 03 A10 DUMBWAITER - - HMI PT HM I PT - 81A712 — - 90 04 Refer to Tunnel Construction Package B104 UTILITY 2'-4" T-d" 13/40 A WD I ST WD I ST 101A712 9/A712 - 06 Ai DUMBWAITER 2 VERIFY 2`,S" 1314" E WD/ST WD/ST SIA712 _ Door to Conceal Rated Metal Door 8104E DUMBWAITER - - - HM/PT HM 1 PT - - - 90 04 Refer to Tunnel Constret orl Package 6104 POWDER 2'-4" T-0" 1314" A WD 1 ST WD I ST 1O/A712 91A712 - 02 -`T A103C DUMBWAITER VERIFY 2'-8" 1314" E WD 1 ST WD I ST 8/A712 Door to Conceal Rated Metal Door A107A DINING ROOM 6-10"x 8'-2"(unit) B GIST WD I ST 6IA712 7IA712 51A532 - 05 Slider. B105A POWDER 2' T'- " 1314" A WD 1ST WD I ST 101A712 91A712 - 02 Al I OA MASTER BEDROOM 2'-8" T-0" 1 1314" A WD 1 ST WD I ST IOIA712 91A712 - 05 Bi08A DINING ROOM 5'-1 O"x 8'-2"(unit) B GIST WD 1ST 6/A712 71A712 51A532 - 05 Sliding patio doors. „t 8VB1 op All 11 MASTER BATH 2'4" T-W 1314" A WD I ST -WD 1ST 1 O/A712 91A712 - 02 VAIL RESORTS Al 11 B MASTER W.C. 2-0" T-0" 1314" A WD 1ST WD 1ST 1 OIA712 91A712 - 02 B202A BATH 3 74" T-0" 1314" A WD/ST WD I ST 101A712 9IA712 - 02 DEVELOPMENT Al 12A MASTER CLOSET 2'4" T40" 1314" A WD I ST WD/ST IOIA712 9IA712 - 06 B203A BEDROOM 3 24" 7'4" 1314" A WD I ST WD 1ST 1016712 91A712 TM - 02 COMPANY AllM UTILITY 2'-8" T-0" 13/4" A WD I ST WD I ST 101A712 9IA712 - 06 B203B BEDROOM 3 CL Pr.TO T4" 1314" A WD I ST WD I ST 10/A712 9/A712 08 BI-Pass AVON,coLORAOo —_. - — ARC EUTBCi'OF RECORD _ B204A MASTER BEDROOM 2'-8" T-0" 1314" A WD 1 ST WD 1 ST 1 O/A712 91A712 - 02 A201A BEDROOM 3 2'-8" 714" 1314" A WD I ST WD 1 ST 101A712 91A712 - 02 B204B MASTER BEDROOM 4'$"x T-21/4"(unit) D GIST WD 1ST 6/A712 SIM 7/A712 51A532 SIM - 10 French Inswing I 620 BATH 3 2'-4" T-0" 1314" A WD f ST WD I ST 1 OIA712 WA712 - 02 B MASTER BA 2'-4" T-W 1314" A WD I ST WD 1 ST 101A712 91AT12 - 02 J ARCHrrEM A202B BATH 3 W.C. 2'-0" T4' 1314" A WD/ST WD I ST 101A712 91A712 - 09 Pocket door. B205B MASTER W.C. 24" T-W 1314" A WD I ST WD 1 ST l0/A712 9IA712 - 02 Dm"r.eo`wWo A20 CLOSET 3A 2'-3" 7'-0" 1314" A WD 1ST WD 1ST IOIA712 91A712 - 06 v + B206 MASTER CLOSET 2'-4" T-0" )/4" A VIA I ST WD 1 ST 10/A712 91A712 - 06 ` --- — — -- _ -- _ — DESIGN ARC HMSCr i A203B CLOSET 3B 73" T-0" 1314" A WD/ST WD 1 ST IOIA712 9/A712 - 02 NOTES: HART I HOWERTON NEW YORK,NEW YORK A204A BEDROOM 4 2'-8" T-W 1314" A WD I ST WD I ST 1 OIA712 91A712 - 06 1. FINISHES:Refer Specification Section 08714. A205A CLOSET 4A 2'4" T-0" 1314' A WD I ST WD I ST 1 OIA712 9IA712 - 06 2. Patio Doors have been scheduled and coordinated according to"Eagle"specific details. I another manufacturer is selected pation door sizes may require adjustments. S MUCTURAL ENGINEER MONROII&NEWELL E14CMO 8S.INC A205B CLOSET 4B 2'-4" 74r 13/4" A WD I ST WD 1ST 101A712 91A712 - 06 AVON,col,oRADo ——_ MIiCHANICAI.Ts[.BCIRICAL ENGII116ER I BATH 4 2'-4" T-W 1314" A WD I ST WD I ST 1 OIA712 9/A712 - 02 AVON CO O A206B BATH 4 W.C. 7-W T-0" 1314" A WD!ST WD I ST 1 OIA712 91A712 - 02 ----_ CrVILENCANMM A PN81GN wRG. AG DOOR MATERIAL LEG END vArr..oowRnDo GENERAL NOTES PROJECTNUMBER: 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: 10 04 CONSTDOC shall be tempered with the symbol " T FOP,PF.UWr 07.23.04 G ALUM. CLAD WOOD ST STAINED RE: ID - -- W/FULL LITE GLASS o6 coNSr noC FOR PERMIT 08.13.04 ® 2x6 WOOD TRIM BLDG.2/CONST. 09.02.04 V--GROOVE ® BLDG.3/CONST. 09.24.04 SEE ID WOOD INSUL. DRAWINGS PEEPHOLE GLASS FOR DOOR 09 BLDG 4 C4NST. 10.11.04 SPECIFICATIONS MESQUITE WOOD rJ ��. „ ® !0 BLDG 5/CQNST. 10:25.04 -6A 17A/8A W10A/11 SEE WINDO SCHEDULE FINALCpN5T 01.03.05 QPLAN REVIEW N r' t �s ADDENDUM 5 S 05.16.05 � � Q z � U s L� J s � O � co o -I o °w I o ii A I �. � - ! r N 54 3» T r• W 0. 1 VERIFY TYPE C (WITH SIDELIGHTS & NOTE: INCLUDE FRAME I T T NEA SSARIYRIPPIN L T T PEEPHOLE DOOR}N R & STONE TYPE C1 (WITH HALFLITE GLAZING) DOOI\ THRESHOLD SCHEDULE RESIDENCES a SEE SCHEDULE 3'--0" 30--0" SEE SCHEDULE T DOOR SECTION DETAIL 3 1 0 Ay1l.dxg A71 I DOOR TYPE A DOOR TYPE B DOOR TYPE C DOOR TYPE Cl DOOR TYPE D DOOR TYPE E 0 © 2004 42140 ARCHITECTURE, INC. WEATHER-RESISTANT BARRIER - 3/4" STUCCO SYSTEM 1 (0 WOOD SIDING, SIM DTL) DRIP SCREED �. F::-:,. •. MTL FLASHING W/ 1/2" HEMMED EDGE AND 6" I is EXTERIOR WALL EXTENSION UNDER WI ATHER- .� SEE WALL TYPES SHEET RESISTANT BARRIER 3/4" STUCCO SYSTEM f 3/4" STUCCO SYSTEM 2X8 FIR HEAD E, 2x1O WOOD TRIM WEATHER-RESISTANT BARRIER TRIM SET FLUSH 0 W/ FIR EXTENSION WRAP WEATHER-RESISTANT BARRIER STUCCO WALLS, 3x10 WOOD TRIM SEE WALL TYPES SHEET AND ADZED IN OVER FRAME 2X8 FIR HEAP WOOD SIDING WALLS PLACE TO APPEAR 3x10 WOOD A _ �= TRIM SET FLUSH 2x8 WOOD TRIM AS SOLID TIMBER HEAD TRIM W/ FIR EXTENSION r' AND ADZED IN Q / PLACE TO APPEAR AS SOLID TIMBER A 0 1x4 WOOD TRIM VJ W 2x DOOR FRAME H FIR EXTENSION 2x DOOR FRAME �o ® 1�"9 O \\--SEALANT & BACKER ROD SLIDING DOOR SYSTEM FIR EXTENSION n u 7 HEAD C�"�E T DOOR HEAD ENTRY PORCH FRONT ENTRY DOOR HEA cn 3ti = '._o" A-DT-37.dwg u z A-DT-64.dwg 3" A-DT-81.dwg wa. //vv��\\ 91.4 0 3/4" STUCCO SYSTEM A GYP. WALL BRD WEATHER-RESISTANT BARRIER RADIUSED BEAD A SEE WALL TYPES SHEET STONE SILL BELOW 2x WOOD FRAME OWN nMEVBiAFis'R 2x6 wooD TRIM VAIL RESORTS � wooD DEVELOPMENT GWB CLAD WINDOW/DOOR SYSTEM WOOD EXTENSION EXTENSION GWB COMPANY SEALANT & BACKER ROD f AVON,COLORADO i ATICIICfBCf OF RE = SEE WALL TYPES SHEEP 2x DOOR FRAME Ivi 3X8 HAND ADZED 3X8 HAND ADZED FIR HEAD TRIM FIR HEAD TRIM I ® nncHITEMW ( �rxlu�Iar� & nislcN A>ic�lrrlscr 2x6 WOOD TRIM L — -- -- — -- — --- — --- --- - SEALANT & HART HOWERTON 2x WOOD TRIM I BACKER ROD IYORK.N>3WYORiC SEE WALL TYPES SHEET ® WEATHER—RESISTANT BARRIER TMUMMALENGDOM 2x DOOR FRAME �� nIONnOadcNTiWEI.LBNGIW�EBR,INc WOOD EXTENSION 3/4 STUCCO SYSTEM AVON,COLOWOO Id HMlCAL 9 EC {C.AL BNGWEFa M-E BXGIN0M%IWC CORNER BEAD STONE SILL BELOW AVON,COLORAM CaVU.ENCOMM STONE SILL BELOW AI PRiBENGIWIG,ING VAII,COLORADO PROJECT NUMBER 20900.00- ) A INTERIOR DOOR HEAD TYP . SL�Rj NG�D OR�l MOAB CLOSET DOOR JAMB tom? ENTRY PORCH DOOR JAMB C� ENTRY UNIT A O3� S -4" A-67-63 dwg 3" = 3" = 4'--0" A-DT 46.dwg ISSUE REVISION DATE 06 CONST DOC AFOR PERMIT 08.13.04 GWB 1y4" RADIUSED CORNER BEAD �' i BLDG.2/CONST. 09.02.04 INTO 1 1/4* JAMB 08 BLDG.3/CONST. 09.24.04 RADIUSED BEAD GWB 09 BLDG.4/CONST. 30.11.04 l WOOD EXTENSION 10 BLDG.5/CONST. 10.25.04 1,/4" RADIUSED CORNER BEAD 6A/7A/8A/9A/I0A/31 INTO 1 1/4- JAMB l 1 1/4- JAMB FINAL CONST 01.03.05 A 7 " GWB 2x DOOR FRAME- ADDENDUM 5 05.36.05 2 SEE WALL TYPES SHEET - d� 1 1/4* JAMB - 1x6 WOOD TRIM 2x WOOD s - - — DOOR FRAME "3PC" BASE TRIM CORNER 0 U I I (BELOW) - - — 2x WOOD TRIM ! J 3/4" BASE TRIM " --- - (BELOW) DOUBLE DOORS SHOWN IN OPEN 2x6 WOOD TRIM DOOR TYPES "3PC" BASE TRIM CORNER POSITION DETAILS (BELOW) 3/4" STUCCO SYSTEM RESIDENCES 3/4" BASE TRIM (BELOW) N RI 0 0 JAMB TYP. DUMBWAITER D 0 O:R JAMB D 0 0R ��AMB � ENTRY UNIT B • - y 3'• = 1 -0' A DT-Otb.dwg �" '�O" A-47-76.d.g 9 3" = i'-o" A-DT-76Adwg -- 0 C h d rt: cQ 2004 4240 A TURF, INC. 2'--4' 3'-4" 08 �A 4'-8" 4'-0" 4'_g" 2'-2�� Q,� Q 5'-4" E. RA's L LO L JE] L f co (D ! I I I 4 d to if7 in u � � I - LL�___JE Do r co Li Cn N Z[�F [V N N T.O. PLYWOOD SUBfiL00R O — — — _- -T — — — — — — — � a TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F TYPE G TYPE H TYPE I ..� �' c W � o 10'-4" � U W � I N Uz wo Aw D8 10'-4" _ 08 3'-3" _ - N N I —JUL —IL :1E [D I OWNER/IlI3VEiApER E ip = � I I F VAIL RESORTS p a DEVELOPMENT s L— T L__1 0 COMPANY I b AVON,COLORADO � I T E E fE E DOFF C" - J z N N ARCHITECTURE T.O. PLYWOOD SUBFLOOR rnrer,Cobrado — — — ____ — — — - — — — — — -- — — -- — — — MA517ER PIANNER DWJGN ARiCHrrWr TYPE J TYPE K TYPE L TYPE M TYPE N TYPE 0 TYPE P HART I HOWERTON 08 NEW YORK MW YOM STAUCI'MAL ENGQ+IUR WINDOW SCHEDULE — UNIT TYPE A MONROB VON .C01 n�s�ss.nvc FRAME SIZE ROUGH OPQW HEAD R.O. HT. ABOVE MECHAMCAL ELECTRICAL ENGINP.RR TYPE WIDTH x HEIGHT WIDTH x HEIGHT PLY WD. SUBFLOOR NOTES MEENGIN813R3,INC AVON,COLORADO A (2) 2'-8" x T-6" 5'-4 1/2" x 5-6 1/2' 8'-3 1/2" civu ENCUVaER ALPINE ENGINEEWNG,INC B 2'-4" x 4'-6' 2'-4 1/2" x 4'-6 1/2" 8'--3 1/2" VAII.COLORADO C (2) 2'-8' x 4'-0' 5-4 1/2" x 4'-0 1/2" 7'-4 314' D (2) 1'-8" x 5'-6" 3'-4 112" x 5-6 1/2" 8'-3 1/2° PROJECT NUMBER: 20900.00 E (2) 2'-4" x 4'-6" 4'-8 1/2" x 4'-6 1/2' $'-1 1/2" ISSUE RMSION DATE E (2) 2'-0" x 5'-6" 4'-0 1/2' x 5-6 1/2" $'-3 1/2" 06 CONST DOC OB G (2) 2'-4" x T-6" 4'-8 1/2' x 5'-6 1/2" 8'-3 1/2" FOR PERMIT 08.13.04 10'-4" 4'-8" H (2) f-4- x 4'-0" 4'-8 1/2" x 4'-0 1/2' 1-9 1/20 ®BLDG.3/CONST. 09.24.04 1 2'-2' x 5-6" 2'-2 1/2" x 5-6 112' 8'-3 1/2" SEE ENLARGED PLAN 2/A511 09 BI:DG.4/CONST. 10.11. i 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 BILDG.5/CONST. 10.25.04 I K (2) 2'-4' x 3'-6" 4'-8 1/2" x 3'-6 1/2" 7'-4 314' `li 10'-4" "' 4'-8" -�- � � 5-11 6A/7A/8A/9A/1OA/11 � L (2) 2'-8° x 6'-6' 5-4 1/2" x 5'-8 1/2" 9'-3 1/2" FINAL CONST 41.03.05 - — M 9'-0" x fi'-6" 9'-0 1/2' x 6'-6 112' 9'-3 1/2" 1 s ADDENDUM 5 05.16.05 N 4'-8' x 5'-6' 4'-8 1/2' x 5--6 1/2' g-3 1/2" r 0 5-4' x 2'-0' 5-4 1/2" x 7'4 1/2' 10'-3 1/2' l (2) 2'-8' x 5-6" �� 08 P 2'-8" x 5'-0" / 5-0" x 5-0" / 2'-8' x 5'-0" 10'-4 1/2" x 5'-0 1/2" 15'-7' TRANSOM �;, r' P1 2'-8" x 2'-8 1/4" / 5—D' x 2'-8 1/4'/ 2'-8" x 2'-8 1/4 10'-4 1/2" x 2'--8 3/4" TRANSOM U0 ;r, ;�, a z'-8" x 6'-6' / 5'-0" x 6'-6' / 2'-8-2'-8- x 6'-6" 1a'--41/2" x 6'--61/2" 10'-31/2' ° ° ° ° ° 2'-8' x 1'-8" / 5-0" x 1'-8' / 2'-8" x 1'-8' R 4'-8' x 2'-8 1/4" 4'-8 1/2' x 2'-8 3/4' 13'-3 1/4" TRANSOM S 4'-8' x 6'-6' 4'-8 1/2' x W-2 1/2' 10'-3 1/2" (2) 2'-4' x 1'-8" T 4' `-9" 6'-0 1 4' x 1'-9 1 2" 10'-3 1 Z' TRANSOM ^ I / / / (coord muntm alignment !/door below T.0- PLYWOOD SUBFLOOR `" f GENERAL NOTES- SCHEDULE 1. See Binding Elevations for operator indications. — — — — — — — - - — — — — — — — 2. Provide Tempered Safety Glazing where required by code. Window Elevations on this sheet indicate glazing that shall be tempered with the symbol " T " UNIT TYPE A 3. Provide Emergency Egress Window Units where required by code. Window Elevations on this sheet indicate units that shall be egress with the symbol " E ' TYPE P1 TYPE Q TYPE R TYPE S TYPE T A751 01:)!3/U8"NIT TYPE A WINDOW SCHEDULE & ELEV. = 1'-0" At-w4NDSCHAwg ` Q 2004 42j40 _ TURF, INC. " 2 -2 3-3 4'-8° 3'-4" 7'-0` L 4'-8" 4'--0" 4'-8" n l ` Pq JU r FF—i— cm 1E JE2 :1E —1L —1L T- ko co d to LO Ln LO �r E E _ ' E OD 0 c I rn I 1 ir} N N � N � N N T.Q. PLYWOOD SUBFLOOR 04 TYPE AA TYPE BB TYPE CC TYPE DD TYPE EE TYPE FF TYPE GG TYPE HH TYPE 11 TYPE JJ (J] A ,0 w � � O V 4'--8" 3'-6 1/2" w > J. U o N 4'-8" N 7'-8' H g 7'-6" J. j 0 A �4-8a __ 4'-8" 2'-Oft 4'-0" I 9 J. _I I ® ` co —IL ! —1L I Lfl:E JE -I is - [f I N _ N N OWN RKMEVNLOPM I I VAIL RESORTS 1� [O q t7 to tt) LO 1 f co a DEVELOPMENT COMPANY i- E E T AVON,COLORADO LIE - — -- ARCIUrECT OP RECORD I N N N I 'I I ■ T.O. PLYWOOD SU13FLOOR N QQ 1 N ARCM — — - — - — - -_ _ — .._. _ - — — — — Deiwer,Colmado MASTER PAN IM TYPE KK TYPE LL TYPE MM TYPE NN TYPE 00 TYPE PP TYPE QQ TYPE PP1 TYPE RR D135NGNAARCHURCP TYPE Q Q 1 HART HOWERTON N XORK,Nm YORK S'T'RUC'T'URAL BNNGNNBPR MONROL&20'WSI.[.SNCWEEM%RgC WINDOW SCHEDULE - UNIT TYPE B AVON,COLOIIAM FRAME SIZE ROUGH OPEMNG HEAD R.D. HT. ABOVE x M$�ELaCrRWAL���1B°` TYPE WIDTH x HEIGHT WIDTH x HEIGHT PLY WD. SUBFLOOR NOTES AVON,COLOUDO AA 2'-2° x s—s 2'-2 1/2' x 5--15 1/2" 8'-3 1/2` SEE ENLARGED PLAN 2/A511 CEMENGH4M MI PM WGINEMUNG,INC. BB 3'-3' x 5'-6' 3'-3 11r x 5'-6 1/2- g-3 1/2- SEE ENLARGED PLAN 2/A511 VAU'COLORADO 7'-8" "— L 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'-6" 4'-8 1/2' x 4'-6 1120 8'-1 1/2" —_- ® EE 2'-0' x 2'-6" 2'-0 1/2" x 2'-6 112' T-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 CONSTDOC o GO (3) 2'-4' x 5-6" 7'-0 1/2' x 5'-S 1/2` 8'-3 ]/2' FOR PERMIT 08.43.04 b I HH (2) 2'-4" x 4'-6' 4'-8 1/2' x 4'-6 1/2' 8'-3 1/2" Q BLDG 2/CONST. 09.02.04 11 (2) 2'--0' x 5'-6" 4'-0 1/2' x 5'-6 1/2" 8'-3 1/2" A BIDG.4/CONST_ 10.11.04 7'-1" 11 (2) 2'--4' x 5-6" 4'-8 1/2' x 5'-6 1/2" 8'-3 1/2' 10 BLDG.5/CONST. 10.25.04 j A =U 1 KK* 2'-0' x 3'-6" 2'-0 1/2" x 3'-6 1/2" 7'-4 314" * VERIFY PRIVACY GLAZING REQUIRMENTS W/ A6A/7A/8A/9A/10A/11 BUYER/ OWNER LL (2) 2'-0' x 4-6' 4'-0 1/2" x 4'-6 1/2" T-4 3/4" FINALCONST 01.03.05 MM (2) 2'-4" x 5'-6" 4'-8 1/2" x 5'-6 112' 8'-3 1/2" t6 ADDENDUM 5 05.16.05 N NN (3) 2'-6` x 6'-6" T-6 1/2' x 6'-6 112" 9'-3 1/2' ;r) to n 00 (2) 2'-4" x 5'-6" 4'-8 1/2" x 5-6 1/2" 8'-3 112' ro �- PP 4'-8" x 2'-8° 4'-8 112" x 2'-8 112" 13'--3" TRANSOM I SS SIM. FROM OD QQ 4'-s" x 6'-s" 4'-81/2" x 8'-21/2" 10'-31/2" UNIT TYPE A o C" (2) r-4" x 1'-8' N RR 7'--8" x 6'-6' 7'-8 1/2' x 8'-2 1/2" 10'--3 1/2" ro o c° SS 7'-8' x 5--0" T-8 1/2' x 5-0 1/2" 15'--7" TRANSOM TT 7-1` x 8'-2" 7'-1 1/2" x 8'-2 1/2" NI UU 7'-1" x 5'-0' 7'-1 1/2' x 5-0 1/2" 15'-9 1/2' I `�4 " # PROVIDE OBSCURED GLAZING VERIFY W ARCHITEC T.O. PLYWOOD SUBFLOOR 5-0 ]/2 x 1-6 1/2' 8-3 ( / - - r r r — — — _ — GENERAL NOTES: WINDOW SCHEDULE 1 see Bung Elevations for operator ind'cat'lons. 2. Provide Tempered Safety Glazing where required by code. Window Elevations on this sheet indicate glazing that shall be tempered with the symbol " T " UNIT TYPE B TYPE SS TYPE TT TYPE UU TYPE VII 3. Provide Emergency Egress Window Unb where required by code. Window Elevations on this sheet indicate units that shall be egress with the symbol " E " A752 UNIT TYPE B WINDOW SCHEDULE & ELEV. 1 3/8" = 1'-0" kit-WINDSCH.dwg Q 2004 42140 ARCHITECTURE, INC. 1i" DIA. WOOD PLUG, DARKENED (ANTIQUE) 23/4" STAIN 3X10 WD. HEADER r WEATHER-RESISTANT BARRIER E, RAND/`.L -�- ��— JOHN SEE 4/A532 FOR STONE !I VENEER SYSTEM 3/4" STUCCO SYSTEM !rte 3 .'� .. WEATHER-RESISTANT BARRIER �.\ ` _ DRIP SCREED SE �rte` rn MTL FLASHING W/ 1/2" HEMMED EDGE AND 6" EXTERIOR WALL EXTENSION T BARRIER ATHER- SEE WALL TYPES SHEET SEE WALL TYPES SHEET WEEP HOLES ® 12" O.C. 300 WOOD TRIM E,y 0 MTL FLASHING W/ 3/4" HEMMED EDGE AND 6" w U >4 I _ EXTENSION UNDER WEATHER- 2X8 FIR HEAD ■r RESISTANT BARRIER TRIM SET FLUSH y2" D. IDING 2X8 FIR HEAD 6x10 WOOD TRIM AND ADZED IN ® ONE NEER TRIM SET FLUSH VJ W/ FIR EXTENSION STL SHELF ANGLE (RE: STRUCT.) PLACE TO APPEAR W AND ADZED IN AS SOLID TIMBER a m O 2X6 WD. TRIM PLACE TO APPEAR - - f AS SOLID TIMBER fl J a u 1 1/2- 0 WOOD PLUG (((]]] HEAD TRIM DARKENED (ANTIQUE) STAIN ] _ 1 112" 0 WOOD PLUG DARKENED (ANTIQUE) STAIN FIR EXTENTION SEALANT & BACKER ROD [ ] 17 GYP WALL BRD FIR EXTENSION C WINDOW SYSTEM LAD WNDOS V W/ RAD. CORNER SEALANT & BACKER ROD W O BEAD I WOOD TRIM BEYOND 1 a CLAD WINDOW SYSTEM —1 0 WOOD SILL EXTENSION 1y2" STONE VENEER BEYOND CLAD WINDOW SYSTEM � WIND0�+1� HEAD A—Di-54.dwg � WINDOW HEAD 3/4" STUCCO SYSTEM 0VNWDI?vEL0PFR WEATHER--RESISTANT BARRIER VAIL RESORTS - SEE WALL TYPES SHEET DEVELOPMENT 1 STONE SILL BELOW COMPANY WHERE OCCURS AVON,COLORADO ARCHFi'EC.7 OF RECORD 2x6 WOOD TRIM � � FA �rfj CLAD WINDOW SYSTEM Oen�+az,Colas I SEALANT & 13ACKER ROD ARCS+ SEALANT & BACKER ROD MASTERPLANNER E D8WN ARCHff8CT 2x WOOD TRIM HART I HOWERTON NEW YOM,NEW TORIC 1 STRUCTURAL ENGDaM M0NR0 ecNfiWELLENGDHMRS, NC AVON,COLORADO NWHANICAL ELECTRICAL.ENGINM M E ENGD>9MRS.INC ! AVON,COLORADO +! CIVIL SAIGINEER ALPINE ENGINEMMG.INC. VAIL„COLORADO WOOp EXTENSION STONE SILL BELOW 1 - [1 PROJECT NUM FJ 20900.00 WEATHER--RESISTANT BARRIER LUG SEE DETAIL 5/A753 0 ;issUE REVISION DATFs 3/4" STUCCO SYSTEM 3x FI R SI LL V2" O6 CONST DOC SEE WALL TYPES SHEET EXTENSION PORPERMIT 08.13.04 A BLDG.2/CONST. 09.02.04 �IIrIND OW JAMB Cam? ENTRY WINDOW JAMB 'fII�IND 0�+1� JAM$ ® BLDG.3/CONST. 09.2404 '.•' _ �'-d" A-DT-4b.dwg � �" _ �'..-0+• A-DT-58_dwg � ,3'• - �'-Q" A-DT-SS.dwg Q BLDG.4/CONST. 10.11.04 CLAD WINDOW SYSTEM 10 BLDG.S/CONST. 10.25.04 CLAD WINDOW SYSTEM j A6A/7A/t3A/9A/10A/11 [� CORNER BEAD BEYOND GLAD WINDOW SYSTEM FINAL CONST 01.03.05 SEALANT & BACKER ROD 16 ADDFITDUM 5 05.16.05 Q SF_ALANT & BACKER ROD 3x SOLID FIR 3" THICK 3x SOLID FIR 3" THICK 1 3x SOLID FIR SEALANT & BACKER ROD EXTENSION C14 STONE SILL STONE SILL EXTENSION EXTENSION 1 � ADZED FOR DISTRESSED ADZED FOR ADZED FOR _ TIMBER DISTRESSED DISTRESSED WOOD TRIM AA 10 APPEARANCE TIMBER TIMBER - - APPEARANCE �� / APPEARANCE v � FLEXIBLE FLASHING ON TOP Al OF a WEEP HOLES 0 12" O.C. (TYP.) ` y WEEP HOLES ® 12" D.C. (TYP.) VI=RTlCALFr1� JAMBS TONED g FLEXIBLE FLASHING WRAPPED d FLEXIBLE FLASHING WRAPPED CREATE END DAMS (TYP.) UNDER VER iCAL t �aOJ MBS TURNED NCREATE SEE WALL TYPES SHEET UNDER WINDOW & TURNED "" MTL FLASHING W/ 1/2 VERTICAL @ JAMBS TO CREATE HEMMED EDGE AND 6 Q END DAMS (TYP.) L END DAMS (TYP.) EXTENSION UNDER FLEXIBLE SEE 4 A532 FOR STONE 3" HIGH DENSITY SPRAY L y FLASHING WINDOW VENEER SYSTEM VENEER SYSTEM R STONE 3/4" STUCCO SYSTEM DETAILS POLYURETHANE FOAM Z I SEE WALL TYPES SHEET WEATHER-RESISTANT BARRIER (R--7 / INCH) ` 1 RESIDENCES 3 �yi 0 WOOD SIDING SYSTEM M c7 WEATHER--RESISTANT BARRIER .` y� RUN BEHIND MTL FLASHING WINDOW SILL WINDOW SILL WINDOW SILL A-DT-52_dwQ Y 3" I'—p" A-D]-5�.ewg 3" ='Row A-DT 22.dwp A753 C. c r- i Q 2004 42140 ARCHITECTURE, INC. C ot�q�Q E, RANDAL , 5 A ! A81 I WOOD TOP RAIL TYP,1IV2 r WROUGHT IRON 4Y,4",TYP. W BALUSTERS AND r L?� TOP & BOTTOM RAILS (RE: I.D. SPECS) Z 0 PO _q"X51" WD. AOQF'� W -`� NEWELL POST W/ �? RECESSED PANELS, W SHOWN E _ Q 1" WD. BASE Q 0 CEILING •TIMBERS c>< N 0 ca (RE: INTERIORS) (RE: UPPR. 11 HALL 4 DIA. SPHERE ICAL W LEVEL R.C.P.) -- — uo� SHALL NOT PASS 0 THROUGH OPENING OVERHANG SE 6„ DIA. SPHERE OQ WOOD TOP RAIL � O SHALL NOT PASS I BALUSTERS BELOW U THROUGH OPENING A - WOOD S W/ 1" 13ULLNOSE WOOD TREADS. j NOSING EXTENSION, Typ. u CA TYP. 4�a Z O UPPER LEVEL EL = 10'-4" 0 A T.O. PLYWOOD SUBFLOOR WOOD SKIRT UP � ~ BOARD 5kX5k WOOD a OZUSTFERS A TYP. LL POSTS, A A A NO T SHOW d T r FOR C ITY WOOD BASE o ® (RE: INTERIORS) r I CC BALUSTERS 4/AE 12 oWNMlnsvaerR �'- NOT SHOWN WOOD RISERS, o FOR CLARITY TYP. VAIL RESORTS �- MAIN DN. ENTRY MAIN ENTRY DEVELOPMENT BALUSTERS �to3 a RE: PLANS COMPANY LMNG NOT SHOWN AVON,COLORADO ROOM r 1 FOR CLARITY A10B ARCL3iTfiGT OF RECORD LOPEN 7 ti Ln A NEWELL POST DETAIL UNIT A STAIR PLAN MAIN LEVEL �1 c DASHED LINES OF BALU 1-t/2"= 1'-0" ssco,-sKawy t/2'° = 1'-0" aFPOx.dwg � n NEWELL POST k RAILINGS IN N OWN Denver eobv& FOREGROUND CLARITY 8� On ZiIAiTU PLANNER AWD. SKIRT BD. FAMILY Q 1 _ MAIN LEVEL ©' 4'-0" 4s-O" HART DENGMARCHrrECr HOWERTQN EL = 0'-0" 5 NEW YORK,NSW YORK 1 A811 5 A ® 4 1{ r A A811 MUCT[LM ENG LA � to MoNROa ec NEwBLL�avGtNr�s,sac I AVON.CAXDRtDO t 'zz M-E ENGEMEMS.WC /� AVON,COLORADO C-MLING114m .f1 3� 1,�„ AI KN9ENGLaMMG,INC. cn O VALLti COLORADO �t �N � (n I PROJECT NUMBER 20900.00 li IN WD. BASE I L` cd, _ (RE: INTERIORS) STAIR SUPPORT mup- MVISION DATE z V) I ~ LOWER (RE: STRUC.) ti ,� .z 4 !- ENTRY. - 06 CONST DOC a FAMILY j o ci DASHED LINE FOR PERMIT 08.13.04 ROOM cr I d OF RISERS ABOVE Q BLDG.2/CONST. 09.02.04 - - - — �L 1 Q BLDG.3/CONEY. 09.24.04 BAT SHOWN FO LARITY DOOR TO ® 09 BLDG.4/CONST. 10.11.04 A STORAGE A _ - zo ® � ko ,r.. 10 BLnG.5/CONEY. 10.25.04 STORAGE 16 S h ® � '� FLEX ACE L�-6A/TA/8A/9A/l0A./11 c Aoto A (t£• B TERIORS) °p A Q MtkL CONS' 01.03.05 ® 4)2" 2Y4" A BNTERIORS tz ADDENDUM 1 01.12.05 DASHED LINES OF ( ) NEWELL POST do WD. 3' 13 ADDENDUM 2 01.19.05 FOREGROUND GROUND 9 4~ 4 --0 PLAN REVIEW GARAGE LEVEI NOTE: EL = —12'--0 ALIGN TOP OF STAIR STONE UP t6 ADDENDUM055 05.6.05 ROUGH FRAMING WITH 1 FRAME WALL t- A Al Yr h CRAWL SPACE LOWER ENTRY STORAGE RE: PLANS STONE UNFINISHED �wto 4 HALL M RE: PLANS tn UNITS A & B G u N co STAIR PLANS, SECTIONS DETAIL v r 5 STAIR SECTION _ UNIT A UNIT A STAIR PLAN — UPPER LEVEL A811 c 1/2" = V-0" A-OT-STAR-REV_dwg 1/2" = t'..•0'• AFP03.dwg t/Z 1 a" gFPOt.dwg [r x r,