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HomeMy WebLinkAboutWest Day Subdivision Lot 3 Building 7 (4) © 2004 4214 _ TURE, INC. col nom© v E. RANT 1 (o.H.) RANT 31 JOHN N l% i ®RAKE, TYP. 533 1 s I j 1 0EAVE, TYP. 1 1 33 1 1 1 1 t o W H � / ° o ROOF FRAMING VARIES / \ (RE: STRUC.) 7 ^ v A71 W F•� ® w � > \ / CEILING FRAMING VARIES (RE: R.C.P. FOR HEIGHT) u In \ / Q Vz UNIT BEYOND VARIES ROOF FRAMING VARIES O (RE: PLANS) (RE: STRUC. AND ROOF PLAN) O CEILING FRAMING (RE: R.C.P. FOR HEIGHT) UPPER LEVEL + 10'-4" w T.O. PLY — — — — — UPPER LEVEL = + 10'-4" FRENCH BALCONY T.O. PLY �•, 7 (RE: DETAIL 2/A532 StM.) 712 OmNM/DRVSwrHt 1 1 VAIL RESORTS 1 1 + DEVELOPMENT r� / 3 ♦ ♦ COMPANY A753 NOTE: FOR WINDOW SILL & AVON, COLORADO FOR WINDOW SILL & HEAD HEIGHTS REFER TO HEAD HEIGHTS REFER TO EXTERIOR ELEVATIONS Q ABC1R78C[DFRHCDRD EXTERIOR ELEVATIONS WINDOW TAGS WINDOW TAGS ��*AR01 GUARDRAIL DESIGN VARIES (RE: EXT. ELEV'S) (O.H.) SIM. ♦ 753 \ DECK SLOPE Deffmt Cobmdo � ` (RE: 2/A532) 1 1 1 1 1 1 DWGNARCHURCr 1 1 HART HOWERTON 1 1 NawmRK,NSwxoRK � � 1 » 5 MONROSa .ENGDaMMS,RC Ak FINISH FLOOR +3 2 1 FINISH FLOOR +3" AVON.COLORADO (RE: CIVIL) '� 1 ' (RE: CIVIL) �AracnclatBCraicncmaODr� MAIN LEVEL = +0' Tl —0" ARVOM IC COURA T.O. PLY _ — MAIN LEVEL = +O'-0" CIMSNIGINM T.O. PLY A1PIIVAHNCDLORA .IG.INC 1 vAU,conoRAno 1 e , % � � � � � r � 1 PROJECT NUMBER: 20900.00 ® I ♦ ` ♦ ISSUE REVISION DATE 07 BLDG. 2/CONST. 09.OZ04 Q BLDG. 4/CONST. 10.11.04 NOTE: REFER TO FLOOR ♦ _ - A BLDG. 5/CONST. 10.25.04 PLANS FOR WALL TYPES Q3) /�A-W7A/8A/9A/IOA/11 e FINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 T.O. WALL - HL: Slt(UCIUKL 7 GRADE A7 (RE: CIVIL) _ - _ GRADE VARIES - (RE: CIVIL) CONCRETE TERRACE 1 (SLOPE TO DRAIN) IA I I—I 1=1 IF I I=1 11 I=I 1 I IE1 11 e I ��I 111— I — 12'-0° — 12,_ow I- III-III-III-III-III-III-III=III- CRAWL SPACE 11=1 I I=1 I I=1 11=1 11=1 I =1 I II 11=� i I I I —I =1 1=1 I—I 11=1 1=III=1 I I�I 1=1 11=1 I I III— I i 1=1 I I—III—IIIf I I—III- ALL SECTIONS I—III-1 I I=1 I I-I I-1 I-I 11 11=_I _ 1 -I 11=1 I I-I 11=1 11=1 I I=111=1 1 11 1 11 11=1 11=1 I I-III-I 11=1 11=1 11=1 11=1 11=1 111=I I I=1 I I=1 I I=1 I I=1 I I=1 I I-1 i ' R 1 =III=III-III III=III=III=1 11=1 I i=1 11 =1 1 11 11=III-1 I I-I 11=1 11=I 11=� III—Iii=i I I—I I III— IIIi I I—I I I=1 I I=11 I—I I I—I I I=1 I I=1 I I=I I I—I I I—III- I I I—I 11=1 11=1 11=1 I I— I I I- I III—III=1 El 11=III=1 I I—I I I= I I—III—I I—III—I I —I I—III—III—III— I 1 I -III— III—III—III—III -III— I II 1= =1 I I— III—I 11=1 f I—I 11=1 11= i—III—( I I—iii—III—III—I ( I—f I i=1 11=1 1 11 f 1=f 11=1 I (=1 I f= 1 1 11 11=1 I I—i�'- " ►I I II ► I 1 , 111 III III I I- I ► 1=1 11=1 11=1 11=1 11=1 11=1 11=1 I m I 1=1 I Ll 11=1 11 ! 1 ,,, I 11—1 �- A416 WALL w SECTION WALL SECTION UNIT B ) y 2" 1 y = ' 1 -0 Z$01.dw9 1 �- 1/2" - 1 '-0" 2SCOf.dwp ® I ® I 1 © 2004 42L4LARCHITECTUREs INC. s SIM. a�� pf CO(pq� O.H. UNIT BEYOND ,� A533 I E. RAN JOHN O 1 1 s i i 1 1 b , T. PLY — � ♦ — 1 — r ^ [W Also 'r' RIDGE HEIGHT Q O r/ ARCH :OCCURS T V1, 11 SOME BUILDIN ® F-1 0 ♦ _ _ _ _ _ r (RE: - ELEV. AND RCP) . ♦ I t— r 33 m MEN in /'4 2 I I 3 M ♦ d� A533 ® i A533 1 I VJ ~ 'd OPNG . 000URS � W � (RE: . i ENTRY PORCH B 101 , I �/ \ V 1 s I STONE EIGHT VARIES I�- Wj m (RE: ELEV.) I 33 o I I F+�1 A53 , z no 0 — I ( — �a— _ El I— UNIT BEYOND (VARIES) —II I-I II I — — I RE: PLANS I1=111=111-111=111=111=111=111=111=111 =1I IL • n • (NNB/ EVELOPM o VAIL RESORTS DEVELOPMENT COMPANY PARTIAL WALL SECTION UNIT B AVON, COI.ORADO J 1/2" = 1 '-o" 2SCOi.dwo ARCMTECTOPRECORD FA A DoEvow, 1 SIM. , .� ' A533 MASTER MANNER e 410" DENGNARCHUBU ' T. PLY HART HOWERTON 1 - 1 NEW YOW DO W YOIOC 1 1 1 1 M0NR0E&NfiWEMM4GRQEERS.0X 1 I I AVON.COLORADO AVON. COIORADO 1 UPPER LEVEL = + , 0'-4" T.O. PLY B AXXNE�ENGIIi ERD1G INc I 1 A532 VAE.,COLORADO 1 1 PROJECT NUMBER: 20900.00 Now♦ Q �Elm 3 OPEN ISSUE REVISION DATE GRADE (VA IES) A712 ® CIVIL RE: � 7 07 BLDG. 2/CONST. 09.0204 _ _ A532 I Q BLDG. 4/CONST. 10.11.04 BEAM (RE: STRUC.) A BLDG. 5/CONST. 10.25.04 \ STUCCO I ENTRY PORCH I I L�S6A/7A/SA/9A/16AJ11 OPNG OCCURS 8101 I (RE: EXT. FUgAL�CONST Or.03.05' ELEV.) _ —I I to ADDENDUM 5 05.16.05 \ I ENTRY DOOR -1 1 1 =1 I FA 11=) 11=111 =111 111=111=1 I i-111 1 1 1 o (RE: A711 ) i J I 4 =1 I I-I I=1_ I—I I =III= I —= I I ll I I - _l� I - 1 i� I � aim mmmmm Moo. SIM. I I1-1�1=1I I III III III-III III III-III-III-I 111 I1=111=1 I I-I - - — - - = FINISH FLOOR +3'. 111=1 I I=111=111=111 =1 I I=111=) 11=111=1 11-1 11=1 11=1 11-1 11-1 ( 1=11� I I r 1 11 1= d a _ OL MAIN LEVEL = +0'-0" a a a a — T.O. PLY 111=1 I I=1 I I= 1 I I= 1 I I=1 11=1 I I=I 11=111=111=1 I I III=III= RED: TUNNEL DNS as 1 PACKAGE • a a a D D a a _ WALL SECTIONS GARAG D RE: TUNNEL CONST. PACKAGE PARTIAL WALL SECTION ( UNIT B ) WALL SECTION ( UNIT B ) A417 �.+ 1/2" = 1 '—o" 2SCO1.dwR 1 1 /2" = 1 '-0" 25COI.dwg © 2004 422[14 t0�� ARCHITECTURE, INC. I SIM. t I 1 ; Al 1 (O.H.) , I Lil LA, -ill I I , i � Zo _ w a ' il I ~ O ROOF BEYOND VJ o V I xQ � j ww > z w ® A � � SIM. BEAM o 1 1 mow* (RE: STRUC.) V I I 1 � A53t (O.H.) - - - - - - L =+10'-4' �_— OWNER/DEVELOPER U _ _ - _ _ .ele► VAIL RESORTS DEVELOPMENT COMPANY / I AVON, COLORADo - . ARCIRL'ECTOPRECORD SOLID WD. BEAMS - - - . (RE: SMUC.) IAROff Denver, Calmado (To SKI � � - CLOSET - TO UTILITY MAStEReIwNN®e DISIGNARCdETE(.T [� HART HOWERTON A NeWYORK, NEwYORR STONE TERRACE (RE: LANDSCAPE) STRDCrURALENGROM MONROE&NEWELL ENGINEERS,INC AVON.COLORADO MECHANICALFIECMMENGIIi M -- -- M-E ENGIN®C4,INC TM O. PLY AvoN.COLORADO r I I I I- III-III-III-III-III-! I I-III-I I i-III-III-III-III-I i t-III AL ENG�I�.E� ° ° p ' ° ° ° ° ° PROJECT NUMBER: 20900.00 ° I , e ISSUE REVISION DATE 08 BIDG. 3/CONET. 09.24.04 ABLDG. 4/CONST. 10.11.04 I 10 BIDG. S/CONET: 10.25.04 /—W7A/8A/9A/10A/11 FINAL CONST 01.03.05 (RE TUNNEL CONSTRUCTION PACKAGE) 16 ADDENDUM 5 05.16.05 i LVL=-t2"----------------------- --- ---- ---- --I--' ----- ---------J- Iji .0. Y ---------------- -- F e ° V \ u V ° e ° III=1 I I=1 I I ° � III-III I III=1 I I=111 111=111=1 �� _- 1 - 1=111-111--1 I I-I I I I-I I I I I I I ! I I I I I I I I I ! I g 111 'i I I I I,-I l i 1 1 I;I 1 i l 1 I�I 1 i 111I�11i ! 1 11-1 11=1 11=1 11=1 I I ° 1=111=1 �) I I-1111 I I=Ll =III - -_-_- BUILDING - -III-I_fl I=IJ I-1 ° D I-I I 11=1II-i WALL SECTIONS 11=1 11-I 11=1 I LEI 1I- 1--1 11-I 11=1 11= I III , , I I II i i I I I=1 I I-III-III-! _I1111EiIllII A418 ,Ko%%�WALL .. . SECTION ( ITNIT_ A ) I+IrALL__ _SECTION ( UNIT_ A-� ® 2004 42140 ARCHITECTURE. INC. coin9goo E. RA AL JOH O 0 AR INTERIOR CORNER REINFORCEMENT OUTSIDE CORNER REINFORCE RENT 3° SNOWMELT SUPPLY & STEP I ® MIN, C �L RETURN (SEE NOTES 1 &2) STEP I r^ me• PIPE PIPE STAINLESS STEEL BAND CLAMP UNCURED NEOPRENE FLASHING - riTiy 6" (SEE NOTE #3) _ ( ) CISt. NEW 2" HIGH CONC. CURB. CLEAN - ` � O / E.y & ROUGHEN TOP OF CONC. SLAB PRIOR TO PLACEMENT y L ` DOWEL EPDXIED INTO CONC rT,' ` PRIOR TO INSTALLATION OF W.P. 0=4 1+�1 HORIZONTAL WATERPROOFING ' I �` ` / RE: 5TRUCT DWG5 r MEMBRANE (SEE NOTE 4) i DETAIL WATERPROOFING J L _ J PROTECTION ' .J I • - I �— � AROUND DOWEL PENETRATION H ^ 0 . e . . F.1 WATERPROOFING MEMBRANE H STEP 2 CONCRETE WALL OR SLAB _O STEP 2 . e _ I I a Q may. C.LP. OR PRECAST CONC. SLAB , < < a ° a ° .Q 4J 4J FIRE—RATED CAULKING MATERIAL _ , i ` a I I I1 . a W ' , , ° II II a ' a m d a 4 ° Q /w/ 0 d NOTES: ° CI 11 PIPES SHALL BE COPPER, POLYETHYLENE TUBING SHALL NOT a BE USED FOR PENETRATION. ° O 2, MAX. OPERATING TEMP. 135F; MAX. TEMP. ALL CONDITIONS 180'F. - 3. REFER TO MANUFACTURER'S DETAILS FOR ADDITIONAL INFORMATION. 4. OTHER LAYERS OF HORIZONTAL WPM SYSTEM NOT SHOW FOR CLARITY. ° a ° ° SEE TYPICAL DETAILS SHEET A505. ALL OTHER DETAILS OF HORIZONTAL & STEP 3 COMPLETELY ENCAPSULATE ALL EXPOSED REINFORCING STEP 3 COMPLETELY ENCAPSULATE ALL bWO5EC REINFORCING VERTICAL TRANSITIONS APPLY PER MANUFACTURER'S DETAILS. WITH A TOP COATING OF tCT APPUED WP. WITH A TOP COATING OF HOT-APPUED W '. NO REINFORCING SHOULD BE LEPT ®(POSED OVERNIGHT. NO REINFORCING SHOULD BE LEFT EXPO: .ED OVERNIGHT. OWNINvDaVEL.OVR VAIL RESORTS DEVELOPMENT COMPANY AVON" COLORADO ARcH acroBRECORD VFNWDS C YP SNDWMELT PENETRATION DETAIL D TYP CORNER REINFORCING DETAILS g 9 P DOWEL PENETRATION DETAILS ■rid 1i MASTRFLANNR BE DESIGN AR0H[IRCT HART I HOWERTON NILW YORK, NEW YORK . STRUMMAL ENORIDR MONROE&NB WELL BNGINBERS.NC AVON, COLORADO HOT-APPLIED WP UNCURED NEOPRENE Meal MBE ENGLNEBRS, II C REINFORCEMENT PLANTER WALL OR CURB HOT-APPUED W.P. AVON, COLORADO CLVIL ENGA]BR UNCURED NEOPRENE FLASHING < ° CONTINUE PROTECTION ALpR°MGDIORnm Ric ® e HOT-APPUED WP g" ° d ° CCONTIINUOUSIUNDER �T CLR. a . . ° ' °d , PLANTER WALL OR CURB PROJECT' NUMBER: 20900.00 44 . , ' - , - :• - FOUNDATION WALL TO ° ° ° . FOOTING DECK ISSUE REVISION DATE DRAINAGE MAT ° d °' ° a e- JOINT IN DECK ^ RE: 5TRUCT 04 CONSTDOC 40MIN. EXTEND MOT-APPLIED W.P. FOR PERMIT 07.23.04 REINFORCEMENT STRUCTURAL AND CONSTRUCTION JOINTS DOWN UPPER PORTION �+ ° DETAIL WATERPROOFING 05/06 CONSTDOC NOT REQUIRED AT SHRINKAGE CRACKS 4 AT ALL CHANGES- OF WALL FACE TO MEMBRANE AROUND REBAR ROUGH CONCRETE > 1 / 1 Gn 4 < 1/48 IN IN-PLANE ENCAPSULATE THE ABLDG. 2/CONSE 09.0204 CCW 711 -90 SHEEP T7 a ° FOR PERMIT' 08.13604 OR CRACKS UP TO WIDTH CLEAN SURFACE OF W.P., �6] FOR PLANTER WALL Q d PRIME 4 INSTALL SHEET OF WALL/ CURB TO DECK 08 BLDG. 3/CONST. 09.24.04 Q CCW 711 -90 12' MIN ONTO Q SPRAY-APPUED W.P. AND 09 BLDG. 4/CONST. 10.11.04 Q UNCURED NEOPRENE UNCURED NEOPRENE 9' MIN PAST JOINT IN DECK D FLASHING ...e FLASHING ° 10 BLDG. S/CONST. 10.25.04 SPRAY-APPUED W.P. SB I7NALCONST 01.0305 d ° EXTENDED TO WITHIN CONDUIT OR ° a 3" OF TOP OF WALL Q 6A/7A/8A/9A/lWll PIPE LESS PIPFJVENT GREATER THAN OR e - Q ° THAN IN EQUAL TO I ' 0 FINAL CONST 01.0305 4 REINFORCEMENT SHEET ' °a � 16 ADDENDUM 5 05.16.05� e BTWN 2-30 MIL. LAYERS SADIN , °- °NOiS: SOME PIPE MATERIALS (COPPER BRASS) MAY REQUIRE ROUGHENING OF SPRAY-APPUED W.P. ° d IN ADDITION TO PRIMING W/5URFACE CONDITIONER, FOR PROPER ADHESION OF WATERPROOFING. " . e ° 4 METAL PIPES MUST BE FREE OF ALL OIL AND RUST. ° ° . a ° °° ° PROTECTION BOARD NOT SHOWN FOR CLARITY. =_-- EXPANSION JOINTS UP TO I " IN EXPANSION JOINTS I TO 2' IN I d 4 I I I I I WIDTH AND MAX. 50% TOTAL WIDTH AND MAX. 50% TOTAL l 1 _ II I 111 MOVEMENT ANTICIPATED MOVEMENT ANTICIPATED WATERPROOFING DETAILS TYPICAL nTYP CONDUIT /PIPE PENETRATION DETAIL ) w CAL WATERPROOFING DETAILS A TY _ W T ERPROOFIN_ G DETAILS A A505 NO SCALE NO SCALE © 2004 42 CTURE. INC. Qvr C©`AQ11 E. RAf�7 '' L FOR TRANSITION DETAIL AT FOR TRANSITION DETAIL AT JCi AN RESIDENTIAL WALLS ME ABOVE RESIDENTIAL WALLS AB( VE 9>no .� TUNNEL RE: D/A511 EXT WALL SHEATHING TUNNEL RE F/A511 °° 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 BITUTHANE SHEET W.P. SPRAY-APPLIED W.P. EXTEND BITUTHENE SHEET AND FLASHING rw W.P. UNDER SUB-SILL FLASHING ALL FASTENERS FOR DRIP VrTJ STONE VENEER AND SET IN BED OF LM3000 EDGE, FLASHINGS, ETC SHALL LIQUID MEMBRANE TO EXTEND BE INSTALLED THROUGH 3" MIN DOWN FACE OF WALL SHEET W.P. SOLVENT WIPE FACE OF a [� a z SPRAY-APPLIED W.P. PRIOR ° ° :a 3 z O W. d v. COPPER FLASHING SET COPPER FLASHING SET TO INSTALLATION OF SHEET P. .d IN CONT SEALANT BED IN CONT SEALANT BED 2: 3: GRADE RE: CIVIL a A STONE VENEER vi '^ ° w .v ° CONC FDN WALL = o - III - z c RE: STRICT rv; AT WALL BEYOND WINDOW SET BITUTHENE SHEET W.P. C d v !�1 EXTEND SHEEP W.P. 12" MIN IN BED OF LM3000 LIQUID w 0 I I - III -° . 4 - d w O ABOVE STONE VENEER. MEMBRANE EXTENDED 3" MIN 0 z — I I ( — a d ° THREADED ROD ANCHORS BITUTHENE SHEET W.P. LAP FELT PAPER 6 MIN OVER EACH SIDE OF JOINT BTWN z EPDXIED INTO FDN WALL V _ PRIOR TO INSTALLATION SHEET W.P. N TYP CONC AND WOOD FRAMING a OF W.P. RE: STRICT ° ° SET BITUTHENE SHEET W.P. — III —_ a � IN BED OF LM3000 LIQUID ° d M MEMBRANE EXTENDED 3" MIN ° d . STONE VENEER W ° I - I EACH SIDE OF JOINT MIND a ° DETAIL W.P. AROUND ROD CONC AND WOOD FRAMING ° CONT 36" WIDE STRIP OF d 3 0 — °.. ' PROTECT EXPOSED THREADS z ° BITUTHENE SHEET W.P. ° d w a III III a KEEP CLEAN && FREE OF W.P. W O v ° APPLIED DIRECTLY OVER _ / a GRADE RE: CIVIL d . SPRAY-APPLIED W.P. AND a 4 ° N ¢ APPLY CONT SHEET W.P. OVER v EXTENDED 12" UP ONTO v w } ANGLE AND EXTEND 4" MIN EXTERIOR WALL SHEATHING a ONTO SPRAY-APPLIED W.P. EXTEND SHEET W.P. ° a ° LAP 4° MIN AT SEAMS v1 d a 12" MIN DOWN ONTO SPRAY-APPLIED W.P. ° v d m 0 — I FACE OF HOT-APPLIED W.P. EXTENDED TO TOP OF z AFTER LEDGER ANGLE R IN STRICT CONC FDN WALL °z 0 HOT-APPLIED W.P. Z A PAINT ANGLE W/ TWO COATS w d OF PREMIUM ALKYD ENAMEL a PRIOR TO INSTALLATION TYP OWNWDEMOPM TERMINATE RIGID INSUL VAIL RESORTS AT BOTTOM OF ANGLEE DEVELOPMENT W.P. SHALL BE CONT FULL HEIGHT OF WALL COMPANY AVON, COLORADO naa�rtecr �nacow nW. P . M. AT TUNNEL SIDE WA WINDOW n W. P . M . AT WALL TRANSITION (rrme P • M • AT LEDGER ANGLE i 3"i 1'-0' L 3 i 1 -0' 1'-0" L-SHAPED COPPER FLASHING osn w, Colorado 2" X 5" WITH 1 /2" HEMS DIRECTED AWAY FROM FACE OF W.P. A DMIGN AVJUUT cr BURN—OFF POLY SHEET FILLET BEAD OF SEALANT FACING ON SHEET MEMBRANE — VENTILATED HART HOWERTON PRIOR TO SETTING THRESHOLD AREA TO BE PLIED W.P v CRAWL SPACE N9WY°AI[NBWYOAR WITH HOT—APPLIED W.P UNTIL RESIDENCE IS CONSTRU :TED ° �,�INGQ„M BACKER ROD AND SEALANT EXTERIOR WALL EL 2" RIGID INSULATION OVER d° DOOR THRESHOLD RESIDENCE AT TUNNEL IF RESIDENCE IS MI NTE W TED WATERPROOFING SYSTEM I I d ' O8 v CO"MADO TO BE PROTECTED WITH WITH TUNNEL, ELIMINATE WATERPROOFING I v CONT TERMINATION BAR SET IN BED OF MORTAR HOT—APPLIED W.P. FROM AREA INDICATED HIS: ° AND SEALANT �"ANW`M "` "'"" _A 9NGMM PAVERS INDICATED THUS: ® - I ° ° ° v CONC FDN WAIL AY°N. COLOR O PROVIDE END LAMS IN c EXTEND SPRAY—APPLIED SHEET MEMBRANE ° Crn.aNGNMM SETTING BED AT JAMB CONDITION 4 WP & DRAINAGE MAT TO STRICT ALPM RNGR4MMl G.1NC BOTTOM OF FOOTING d ° °A1` CO1O1A"DO AND TURN UP INTERIOR ° ° 4 VAPOR BARRIER SEALED EDGE d . ° INTERIOR OF RESIDENCE 9 TO FDN WALL " TYP ° EMBED 6 WIDE FABRIC PROJECT NUMBER: 20900.00 REINFORCEMENT SHEET a PROVIDE CONT INSUL BD BETWEEN 2-30 MIL, OVER VAPOR BARRIER ISSUE REVISION DATE EXTERIOR OF RESIDENCE SEAL CONSTRUCTION Jc NT LAYERS WP MEMBRANE ° ° ° TO PREVENT DAMAGE OVER TUNNEL CONST d ° : 06 CONSTDOC da ° 33 bd - a d ° O ° �. �— v FOR PERMIT 08.13.04 FRAMING RE: STRICT d p ° a . ai a - ° v d 1 / O ° I — I A ELM. 2/CONST. 09.0204 ° ° I t a d a. 0 I z I ° ° ° ° ° ° d /0000 v I — I I 08 BLDG. 3/0ONST. 09.24404 S ° 4 a ° d ° a I I 09 BLDG. 4/00NST. 10.11.04 O — 8 / ° I I I I 10 BLDG. 5/CONST. 10.25.04 m - III — ( I I ( ° ° EXTEND BITUTHENE SHEET EXTERIOR WALL OF RES DENCE I — W.P. UNDER THRESHOLD z 6A/7A/8A/9A/L0A/l1 w — III — III AND SET IN BED OF SPRAY-APPLIED W.P. BN ACATED THUS: / d a ° . ° . . n ° FII�IAL CONST 07.03 05 a ° LM3000 LIQUID MEMBRANE. ( I I I °4° . BED OF LIQUID MEMBRANE ® N 4 d v ° a TO EXTEND DOWN FACE ° 47 .- I I d OF WALL. OVER FOUNDATION TUNNEL DECK TO BE PROTECTED / ° e a . d ° 16 ADDENDUM 5 05.16.05 a WALL W.P. WITH HOT-APPLIED W.P. / v ° :° �' FOR ADDITIONAL INFORMATION ° ° ° . . RE: TUNNEL W.P. DETAILS LAP SPRAY-APPLIED W.I. ° v °° d v SOIL FILL RE: CIVIL FOUNDATION WALL OF 12" MIN, ONTO EXPOSEI HOT APPLIED ' ° ° d ° v dv RESIDENCE RE: STRL W.P. AND LANDSCAPE DWGS TO INSTALLATION LOEFAN� jRFACES PRIOR v c ° REMOVE PROTECTION BOARD I O n a c d a FROM SURFACE OF FOUNDATION WALL OF TUNNEL O ° ° TO BE PROTECTED WITH O0 v 4 a ° ° ° ° FOUNDATION W.P., SOLVENT ° WIPE, AND LAP BRUTHENE EXTEND SPRAY-APPLIED W.P. SPRAY-APPLIED W.P. IN ACATED 0 0 O ° ° a SHEET W.P. ONTO FOUNDATION 12" MIN ONTO HOT-APPLIED W.P. THUS: O OO Og 0 WALL W.P. 12" MIN. \00 FOR ADDITIONAL INFORM OON L FOR CRAWL SPACE DRAINAGE MAT AND RE: TUNNEL W.P. DETAILS UNDERDRAIN SYSTEM WATERPROOFING RIGID INSULATION PERIMETER DRAIN IN RE: CIVIL FREE DRAINING GRAVEL DETAILS PARTIAL PLAN & WRAPPED IN FILTER RE, FOOTING RESIDENCES FABRIC RE: CIVIL E W• P • M • AT TUNNEL SIDE DOOR THRESHOLD ` r_ fWP • M • RESIDENTIAL TIE - IN TO TUNNEL - PLAN VIEW W• P • M • TERMINATION AT FTG A511 © 2004 42140 ARCHITECTURE, INC. laf LAP FELT PAPER OVER FLASHING ip E. RAN L ENCAPSULATE END DAM STUCCO W/ COW WEEP SCREED JOHN IN HOT-APPLIED W.P. EXTEND HOT-APPLIED COPPER FLASHING W/ HEMMED W.P. MIN On ABOVE FIN K05 V~ FOR ADDITIONAL INFORMA710 1 EDGE SET IN COW SEALANT FLR ELEV OF TERRACE COPPER END DAM RE: B/A512 BEAD ON TERRACE PAVERS z RIVET & SOLDER ALL JOINTS WATER TIGHT co TERRACE PAVERS TERRACE PAVERS OVER ® SETTING BED AND UNCURRED NEOPRENE VJ CONC TOPPING SLAB FLASHING EMBEDDED [�] PROVIDE BACKER ROD IN HOT-APPLIED W.P. COW FACIA TRIM BOARD AND SEALANT AT V LAP FELT PAPER SLOPE TERMINATIONS ` OVER W.P. 6" MIN ��— . _ _ <c _ TO DIES, TYP. O END DAM ISOMETRIC ���� �• ; �� ~ � r �� ~ STONE VENEER .. . = - _ , ° Aw psi ••«.:..:k• ]�-•.'�:: . ''•. • 4_..>sa•i•l :•�-.. moo • : . .> .^%' d ° - USE HOT-APPLIED W.P. TO q. e d ° � EXTEND HOT-APPLIED W.P. STRIP-IN GUTTER FLANGE INTO ° MIN 8" ABOVE 4 ° HORIZ DECK MEMBRANE Q O FIN FLR ELEV LAP 4" MIN ONTO DECK W.P. DRAINAGE MAT TERMINATE OF TERRACE AND 2" MIN OVER VERT FACE AT VERT FACE OF WALL Fr1 - - - - �i �t"XWX8" HIGH OF GUTTER TYP (A O COPPER END DAM E GE HOT-APPLIED W.P. V I AT TERRACE DECK EDGE MEMBRANE REINFORCED ` I I UNCURED NEOPRENE FLASHING AT ALL JOINTS IN I EMBEDDED IN HOT-APPLIED W.P. z PLYWOOD SUBSTRATE I+FT~ W BACKER ROD & SEALANT C4 TONGUE AND GROOVE > PLYWOOD DECKING t I ­ ` '' ;•.•_! ' TERRACE PAVERS OVER RE STRUCT f ) z e SETTING BED AND CONC �/ M 1 4 TOPPING SLAB W 0 DRAINAGE MAT TERMINATE AT a VERT FACE OF COLUMN RIGID DRAINAGE SPACER Q COW W/ DRAINAGE MAT r HOT-APPLIED W.P. MEMBRANE TO ALLOW FOR DRAINAGE v REINFORCED AT ALL JOINTS BELOW PAVERS IN PLYWOOD SUBSTRATE TONGUE AND GROOVE COPPER GUTTER PLYWOOD DECKING SOLVENT WIPE & PRIME owNmVORamoemt RE: STRUCT FLANGE AS NECESSARY TO Ij PLYWOOD SHEATHING OVER RECEIVE WP MEMBRANE VAIL RESORTS WOOD FRAMING RE: STRUCT DEVELOPMENT COMPANY AVON, COLORADO ARaltrRCrOFX=RD F TERRACE W. P . It AT STONE COLUMN _TERRACE W. P . M . AT OPEN EDGE A E RACE W . T T RE OLD/WALL l*Mowr1lnf 30M IIIII0 3"w 1'-0' wj Dw , CobsWo NOTE: SHOULD CONNECTION OF WOOD NASreRn wNme RAILING VARY FROM WHAT IS SHOWN � H N, CONTACT DRSIGN ARCHrn r CONSULTANT DOOR THRESHOLD SET IN TO CONFIRM WP INSTALLATION DOOR BEAD OF SEALANT HART HOWERTON WOOD RAILING POST (NOT SHOWN FOR CLARITY) NEWYORKNRWYOW CONT SAWCUT REGL.ET IN L-SHAPED COPPER FLASHING STRUC]DRALRNGIMM MONMMANRW6MM4GM=,VX RAILING POST W/ BACKER ROD & 2"x5" Y F Jr FACE F W P. SET SHEET W.P. INTO CONT, BED AVON,CCLCaAM N SEALANT AWAY FROM FACE OF W.P. OF L M3000 LIQUID MEMBRANE " S�cNANICAI RcRCrRxal eNGR�c STONE VENEER 1 /8-1N, ASPHALTIC PROTECTION SCARD COW BITUTHENE SHEET W.P. LIQUID MEMBRANE TO COVER FULL IAR ��•R+C WRAPPED UNDER THRESHOLD HEIGHT OF WOOD BLACKING °°°°'' CD1°StAOO COPPER FLASHING COUNTER HEi •1 & TURNED VERT O JAMBS ��, LAP FELT PAPER I & SEAL ALL VERTICAL JOINTS H _M TO CREATE END DAMS TYP FIN FLR OF RESIDENCE YOB. COLORADO OVER BITUTHENE I LOWER END AS SHOWN PROVIDE SNAP CLIP AS-SHOWN TIC SHEET W.P. 6" MIN ANCHOR METAL INTO REGLET BACKER ROD AND SEALANT SPRAY-APPLIED W.P. i 1 BACKER ROD & SNERRACE PACERS OVER PATIO SLAB RE: STRUCT PROJECCNUMBER 20900.00 ° 4 SETTING BED AND ISSUE REVISION DATE ° ° a COW 36» WIDE STRIP OF o_ CONC TOPPII •G SLAB a BITUTHENE SHEET W.P. ° ° . APPLIED DIRECTLY OVER 2 a . DRAINAGE W T ~ TERMINATE a - 06 CONST DOC ° SPRAY—APPLIED W.P. AND I R ° ° AT VERT FACE OF POST 4 9 4 EXTENDED 12" UP ONTO M d . FORPHRMTT 08.1304 EXTERIOR WALL SHEATHING ° ad 0 BLDG. 2/C.ONST. 09.0204 ° d °• LAP 4 MIN AT SEAMS HOT-APPLIEC W.P. MEMBRANE SOLVENT WIPE FACE OF a - ° d CONC FDN WALL BLDG. 3/CONEY. 09.24.04 REINFORCED SUBSTRATE ALL JOINTS RE: FDN 09 BIDG. 4/CONST. 10.11.04 CONC PEDESTAL FDN ° a ° SPRAY-APPLIED W.P. PRIOR IEXTEND 4�D 9N ABOVE FlN - I I I — I I ° ° 10 BLDG. S/CONEY 10.2504 RE: STRUCT ° TO INSTALLATION OF SHEET W.P. EXTE D o" RACE PAVERS EXPANSION JOINT MAT'L ' - ( I — - I I I W7A/W9A/10A/11 BACKER ROD & SEALANT COPPER OWN FOGUTTER tARIT1Y ° d °� °d - °. - d - ° - e ° PATIO SLAB RE: D A512 TONGUE & C-ROOVE iV _ p FINAL, CONST 01.03.05 RE: STRUCT PLYWOOD DECKING REMOVE PROTECTION BOARD ° ° REs STRUCT FROM SURFACE OF FDN W.P., , I I + I6 ADDENDUM 5 05.1605 e BRUTHENE SHEET W.PSOLVENT WIPE, AND LAP a EA a 4 e THRDED ROD ANCHORS a° ° . ONTO EPDXIED INTO FDN WALL d a FDN WALL W.P. 12" MIN ° PRIOR TO INSTALLATION d ° ° UNCURED NEOPRENE FLASHING _ OF W.P. RE: STRUCT a d WOOD FRAMING TYPICAL 3 S DES OMIT ON — I I d . ° RE: STRUCT EXTERIOR FA :E OF POST DRAINAGE MAT ^ I I °e. °d i ° ==== d ° d d RIGID INSULATION DETAIL W.P. AROUND ROD ° 4 ° n -III ° d e ° PROTECT EXPOSED THREADS d BEYOND FACE OF ANGLE TO ° - °. I I I I = KEEP CLEAN & FREE OF W.P. ° a I I = I 1 OS" E d DOWN FACE FN O R W.P. WATERPROOFING DETAILS LEDGER ANGLE INSTALLED AFTER W.P. � RE: STRUCT ® RESIDENCES PAINT ANGLE W/ TWO COATS OF PREMIUM ALKYD ENAMEL PRIOR TO INSTALLATION TYP nW . P • M • AT STONE COLUMN BASE ( C C TERRACE W. P . M . AT RAILING POST ® A FDN W P . AT T E HO WALL ® A512 3"em 1,�, GRID GRID © 2004 4 TURF, INC. NOTE: BAY WINDOW ® WOOD RAILING ASSEMBLY, 9„ OCCURS ® SOME B 1 '- 6 E RANI. L UNITS I FLOOR ONLY, (RE: E.SEE DTL. 2/A532 RANI. _ so � � WOOD NEWEL POST, LAG GRID I FOI / N \ d� SCREW TO WALL STUDS W/ A + �' ' F I c t n o (2) Y2"0 x 12", TOP & BOTT. 2 COPPER I � STONE CAP 712 – I I O? 4 . - I � ' �4 ry HEMMED DRIPHEDGE, OVER STONE TERRACE I I EQ. 1 EQ. 1 SHEET WATERPROOFING SET VJ n+ (RE: LANDSCAPE) I ® Q I I 3' 11 " IN LIQUID MEMBRANE BED. W v I I M I I I I SEE 1 /A512 FOR SIM. N I ENTRY _ _ _ ® 7 DETAIL OCCURS AT © APPLICATION. V 8101 i BAY WINDOWS ON 13 1 -9" I 32 NORTH WALL ONLY 27i" X 7" STONE CAP, W O ® GRID - - - - 1 - /� - - - - - (SINGLE PIECE BETWEEN a /I (1� I I NEWEL POSTS) >„I I - I 0+ OPENING ABV.,=—►I DECORATIVE GUARDRAIL 1 WHERE OCCURS (2) 1Y4" RIM BOARD F�1 _+ I ENLARGED BAY WINDOW � FLOOR ABOVE I (RE: EXT. ELEV S) I I 2 t /2" t '-0" (WHERE OCCURS) A-DT-17.dwg r^ (RE: ELEVATIONS FOR ° 4 v J t c0 �rl GUARDRAIL TYPE) , I tO 6 X 12" FIR TIMBER, !� C ® ® I A533 LI W/ Xi"0 x 8" LAG O i 1 I "" r -I ="w % SCEWS AT 2'-0"O.C., Ak MAIN LEVEL = O'-0" 1 I — — _ RECESS & PLUG �i OPENING ABV , T.O. PLYWOOD S FLOOR WHERE OCC WOO DTI. RE: D ` ` (RE: EXT. EL •S) I " ONE I CE STONE ' L 1 — - - - - - 1 WOOD TRIM, RE: DOOR In rn I BENCf� 0 1 1 I I �T.� �, - 1 COPPER GUTTER W/ w , ' -O " 2'-7j" 4'-4 " 1 ham/ Q HEAT TRACE r+ iv 8" 1 ' tm " 1 ' -8• 1 1 '-9" 1 I I 1 ' WOOD TRIM, WHERE , I FRENCH BALCONY DETAIL 3/A532 T I OCCURS ry 2x WOOD TRIM I i - - - RE: EXT. ELEV. - ' r z O _ �i ~ ONE PIECE STONE I I 6' - 4" 1, SILL TYP. Q I I WOOD RAILING ASSEMBLY, - 1 0l — - - - - - - - - - - - - - - - - 6x8 ORNAMENTAL TIMBER I — — — — — — — — — — — — — — — — i SEE DTL 2 DESIGN 7 O BALUSTER DESIGN VARIES, BRACKET 1 o SEE BLDG ELEVATIONS & (_PATIO r r� (RE: GARAGE LEVEL R.C.P. VENEER CAP – – – © 2004 42140.AHCHITECTURE, INC. CC(���o E. RAN L JOH N _ 4" VOID 2" ORNAMENTAL 2" ORNAMENTAL WOOD PANEL !/ V WOOD PANEL 4" VOID 1 "x 3" NOTE: WOOD 1 . NO VOID TO ALLOW TRIM A SPHERE TO 1 ° PAS 3 THROUGH V � zo wa A � 7 GUARDRAIL DETAIL — C Q c 1/2" - 1 '-Dw A-DT-70.dwq W ed 0 1 " VOID 1 " ORNAMENTAL O WOOD PANEL r VOID 34" ORNAMENTAL 3" V WOOD PANEL ^ NOTE: 1 . START LAYOUT OF ^ FW RAILING AT CENTER OF DECK AT CENTER OF 3" VOID 2. NO VOID TO ALLOW < W O A 4" SPHERE TO PASS THROUGH rO V ,GUARDRAIL DETAIL - B V 1 /2" = 1 '-0" A-DT-70Aw0 - OWNMMEVELom 1 D x 1 u wUUu POS I VAM RESORTS 1 " VOID 7" ORNAMENTAL WOOD PANEL DEVELOPMENT 7° ORNAMENTAL COMPANY WOOD PANEL 3" VOID AVON, COIARADO NOTE: ARCHUsCr OFRECORD 1 . START LAYOUT OF RAILING AT CENTER OF DECK AT CENTER OF 1 " VOID . 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FOAM R-7/1N. = tmCeutacwctuBC rstent aNramas 1x6 T&G FINISHED DOUBLE 2X4 FURRED u`i 3/4" RABBET u saNCada� tNc AVON. C0I01hD0 FROM BELOW r - - - - WAL FOR PLUMBING _ _ _ _ _ l- I x WOOD TRIM PIPES PROTECTION WOOD SHAKES AlJMM221 ,M 3/4" STUCCO SYSTEM I FLEXIBLE FLASHING W/ 12" VI COiABADO tD OVERLAP SHEET MEMBRANE WRAP WEATHER-RESISTANT © WATERPROOFING = ® PROJECT NUMBER: 20900.00 WRIER UNDER WINDOW (TYP.) 3" THICK '7 WINDOW SILL ABOVE ENTRY ROOF ( UNIT Al 1 STONE VENEER STONE SILL T.O.C. ® 1 '-0" NOW FENCE WHERE OCCURS \ ISSUE RBVISION DATE • 1 1/2" - A-DT-26.dwy I (RE: STRUC.) SEE DETAIL 3 & 4/A536 �1 \ � � STONE VENEER ANCHORING 6 1 WEEP HOLES ® 12" O.C. 1 \\ 06 CONST DOC �2" GRADE VARIES (RE: CIVIL) 1 ( 1 \ Z FOR PERMIT 08.13.04 2" SOLID GROUT 1 GRID ® 5/8" PLYWOOD SHEATHING i \ oQBLOG. 2/CONST. 09.02.04 WATERPROOFING SYTEM + \ A (SEE DETAILS D&F/ A511 ) I I i BLDG. 3/1 0924.04 I GALV. STL SUPPORT ANGLE I I ® I \ STUCCO SYSTEM I I \ 09 BIDG. 4/CONEY. 10.11.04 3/4" EXPANSION ANCHOR EXTEND W.P. MEMBRANE I to BIDG. 5/CONEY. 1025.04 (RE: STRUCT.) © " OVER FLASHING I /�6A/7A/IlA/9A/10A/11 GATT INSULATION I CAST-IN-PLACE CONIC CONST 01.03.05 31t ° F — �2 I FERAL I WALL (RE: STRUCT.) FLASHING A 5 1 /2 R-38 HIGH a I EL VARIES " PLAN REVIEW " K CORRF IONS 04.07.05 _ Y UPPER L + 10 -4° I INTERIOR FLOOR FINISH DENS11Y SPRAY IV (RE: ID DRAWINGS) I lNISH IFLOPR 2x WOOD FASCIA TOP PLATE POLYURETHANE is ADDENDUM 5 05.16.05 T.O. PLYWOOD SUBFLOOR I BATT INSULATION S CI L OR GRADE (RE: 3/A531 FOAM ATI N EFERENCES, TYP. FOR PATTERN) BEAM (RE: STRUCT.) - = 1 WEATHER-RESISTANT L ' Al L -$� 6" 0 COPPER GUTTER 4" R- 13 BATT BARRIER .0. PLYWOOD SU FLOOR PLANE OF ROOF BELOW THE FOAM HELD I CE FLOOR JOIST (RE: STRUCT.) 1 " ® LOWi USING STICK ��'o'F POINT / PINS ° If N 1 �" GLASS MATT 1 1 5/8" GLASS MATT FACED ® ROUND CORNER (R = 1 /2") — A A FACED SHEATHING FRAME WELL OR 1 GYP. 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I n F•a NI O I I I Z 1000 WOOD POST I (� O W H R{ ' ® EDGE OF DECK BELOW � i � }y GUTTER DOWNSPOUT O'C COPPER GUTTER BELOW ' t ' COPPER RAIN GUTTER I 1 /2" HEMMED EDGE ' o x V 1000 WOOD POST Z rT� A par COPPER CLEAT / GRID EDGE OF DECK BELOW 1� •awl STONE PILLAR C� OUTDOOR DECK ) ' A-6A/7A/8A/9A/lWll STONE PILLAR C� OUTDOOR DECK 1 1/2 = t —o" (O HIGH PIER CONDITION A-DT-18.dwR 2x WOOD SIDING rp 1 1 /2" = t '—O° (O HIGH PIER CONDITION) A-Dr-1R.d \ COPPER ROOFING j z STONE CAP SH�ET MEMBRANE WATERPROOFING EE WALL TYPES SHEET GRID O 5/8" PLYWOOD SHEATHING NTERIOR FLOOR FINISH ® F, RE: ID DRAWINGS) I RANDOM SAND STONE — 11/4" Y4"TYP. O A ® 12 NC. A SLIDING DOOR SYSTEM 3/4" SETTING BED ONC. TOPPING `- 6 ) (RE: MANUFACTURE) 1 Kz" CONC. TOPPING N MAIN LEVEL = _ 0'-0" 3%" SLAB 10" X 10" WOOD POST T.O. PLYWOOD MIL SUBFLOOR — INTERIOR FLOOR fiNISH WATERPROOFING MEMBRANE (RE: ID DRAWINGS) WATERPROOFING PROI ) 1 x6 WOOD TRIM \ FINISH FLOOR s N i t SEE CIVIL FOR GRADE I ° /D - - ELEVATION REFERENCES, TYP. .N ® WD. BALUSTER DESIGN VAIL RESORTS 1x10 WOOD TRIM - - MAIN LEVEL = 0'-O" VARIES WRAP WATERPROOFING + T.O. PLYWOOD SUBFLOOR 1y2„ 1Y2" (RE: 5,6,7/A522) DEVELOPMENT OVER SUBFASCIA LET RAILS INTO POSTS COMPANY A I 2" TOP & BTTM. AVON, COLORADO BA INSULATI L017 Z 1y2 ARCUrrECrOPRBOORD 0 E: STRUCT.) 3/4" PL ODD 2% SLOPE m RANDOM SAND . STONE IGH DENNSITY SPRAY TAPPERED FURRING STRIPS ° 3/4" SETTING BED POLYURE rHANE 0 1 1 /2 iQ 4" R- 1 BATT NS TION APPLIED DECK J01 RE: STRUCT. I CONC. TOPPING ARCHrtEC1TRlE 1 x WOOD TRIM BELOW THE FO H IN PLACE ( ) Oww Colorado SEALANT & BACKER ROD USING CK PI WATERPROOFING MEMBRANE S =LOOR JOIST (RE: STRUCT.) (RE: W.P. DETAILS) MASTER PLANNER BATT INSULATION 3/4" PLYWOOD 2% SLOPE DESIGN ARCHRECr 5/8" G SEE WALL TYPES SHEET 1x6 T&G = N HARTIHOWERTON 3x8 WOOD TRIM 3/4" STUCCO SYSTEM MAIN LEVEL = 0'-0 ° NRWYORK 1x WO 0 I EXTENSION T.O. PLYWOOD SUBFLOO x — - % SLOF E - - STRUCITRAL ENG24M _ MONROE&NBWrdLEN&M WAM INC _ AVON,COIAlIADO 2x WOOD TRIM /4 MaeNUX1111 ALE Q BAY WINDOW HEAD &c� OUTDOOR DECK (a? SLIDING DR 3 1 1/2° = 1 '-D° A-DT-33.dwq 1/2° = 1 '-D° A-DT-30.dw9 - AVON,COLORADO GRID GRID 6" COPPER HEAT GUTTER TRACE ^ VAU<COLORRADO A1pu m RNOU4RmIR4c,ndc TAPPERED FURRING STRIPS WRAP WEATHER-RESISTANT BARRIER UNDER WINDOW (TYP.) ft TIMBER BEAM (RE: STRUCT.) PRO JBCT NUMBBk: 20900.00 00 SEALANT & BACKER ROD A SEALANT & BACKER ROD DECK JOIST (RE: STRUCT.) WD. SILL A WD. SILL 1x6 T&G 0) DECK REVISION DATE FLEXIBLE FLASHING WRAPPED (RE: 1 /A753, SIM.) (RE: 1 /A753) FLEXIBLE FLASHING WRAPPED 06 CONSTDOC UNDER WINDOW & TURNED UNDER WINDOW & TURNED VERTICAL ® JAMBS TO CREATE 1 [Y ® a VERTICAL ® JAMBS TO CREATE COPPER DOWNSPOUT, 2x8 TIMBER (TO ACCEPT FORPBRMIT 08.13.04 T.O.C.END DAMS (TYP.) I /1�1 END DAMS (TYP.) RE: ELEVATIONS SIDE BRACKET) _ oQ BLDG. 2/CONSC. 09.0204 _ A3" THICK STONE SILL a (R STRUC.) Q I I BRACKET BEYOND ER ® BLDG. 3/CONST. 0924.04 (WHERE OCCURS) SEE 4/A532 FOR STONE 3 THICK STONE SILL STONE PIER / " AIRSPACE QBIDG. 4/CONST. 10.11.04 VENEER SYSTEM SEE WALL TYPES SHEETS BEYOND GRADE LEVEL RE: CIVIL) 6" I 2X FURRED D WALL A 1y2" 10 BLDG. 5/CONST. 10.25.04 ( ) G GALV. STL SUPPORT ANGLE WEEP HOLES ® 12" O.C. (TYP.) _ 4 W/ WB RE. DTL. B/A511 WRAP 3/4" EXPANSION ANCHOR BARRIER UNDER WINDOW(TYP.) DECK GUARDRAIL 6A/7A/8A/9A/LOA/il 2 1 1 /2" = 1 '-0" A-DT-25.dw0 FINALCONST 01.03.05 (RE: STRUCT.) 4" BATT INSULATION, TERMINATE RIGID INSULATION STONE VENEER 1s ADDENDUM 5 05.16.05 & DRAINAGE MAT AT BOTTOM 3/4" STUCCO SYSTEM SEE WALL TYPES SHEET I a� OF STL ANGLE WATERPROOFING STONE VENEER ANCHORING SYTEM SHALL CONT SYSTEM DRIP SCREED INTERIOR FLOOR FINISH (RE: ID DRAWINGS) (RE: WATERPROOFING DETAILS) 2" SOLID GROUT RANDOM SAND STONE 1 i /2" Q INTERIOR FLOOR FINISH 3/4" SETTING BED CONC. TOPPING FINISH FLOOR 4 a (RE: ID DRAWINGS) GRADE LEVEL (RE: CIVIL) ANN LEVEL 1 /OtljpPl LtQHT© 1 1 /2" CONG SEE CIVIL FOR GRADE TOPPING SLAB 7.0. PLYWOOD SUBFLOOR - x ELEVATION REFE_REN_CES, TYP. SEE DTL. D&F/A511 - H rl_ MAIN LEVEL = 0'-0° a: « " 5 OR WA DOPING GARAGE LEVEL = - 12'-0" o d ® F TERPR m T.O. PLYWOOD SUBFLOOR T.O. PLYWOOD SUBFLOOR 0 DETAILS N l 4 4 WATERPROOFING MEMBRANE ® RESIDENCES C t!= (RE: W.P. DETAILS) 3/4" PLYWOOD 2% SLOPE - TAPPERED FURRING STRIPS FLOOR JOIST (RE: STRUCT.) N G BATT INSULATION M DECK JOIST (RE: STRUCT.) N a FLOOR JOIST I(RE: STRUCT.) FLOOR JOIST (RE: STRUCT.) a 41 WEATHER-RESISTANT BARRIER SEE WALL TYPES SHEET RE: WATERPRpOFtNG DETAILS CAST-IN-PLACE CONC. WALL I I I 1x6 T&G 53 3/4" STUCCO SYSTEM L= Y/y PARTIAL STONE WALL NORTH ELEV . [/� PARTIAL STONE j1�ALL SOUTH ELEV . 1 OUTDOOR DECK ° • 1 1/2" = 1 '—O° A-DT-32.dwR y 1 1 /2" = 1 '-0" A-DT-29.dw9 y 1 1 /2" = 1 '-D" A-DT-24.dwg V Q 2004 . 'PRFrf1A E. INC. 11.. UyG)�Q�c� E. RAN L JOHI N GRID 0 t I SEALANT & BACKER ROD O ® 2x6 WOOD TRIM O A SEE DTLS. D&F/A511 A OVER WD. SIDING FOR WATERPROOFING WOOD SILL 1 /2" PLYWOOD SHEATHING (RE: 1 /A753) 0 MTL FLASHING ry j 2x WOOD STUD RIPPED WOOD SHAKES 3/4" STUCCO SYSTEM V AT 3 2 ANGLE SHEET MEMBRANE WATERPROOFING ^ MAKE 3Kz" AT TOP WEATHER-RESISTANT BARRIER W/ 6" VERTICAL OVERLAP UNDER WEATHER-RESISTANT BARRIER H `V ® SEALANT WRAP WEATHER-RESISTANT a " BARRIER UNDER WINDOW 3 DOOR HEAD ® ENTRY ( UNIT B A I 5/8 PLYWOOD SHEATHING 1/ SEE WALL TYPES SHEET 1 1 /2" = V-0" )A—DT-37.dwg L U? A rpr/"^�� 0 C 3" THICK STONE SILL CONT. WEATHER-RESISTANT VJ wo 5/8" TYPE "X" GWB ON I WEEP HOLES ® 12" O.C. (TYP.) BARRIER W � lx STRIP FURRING —� <A N 'Q GI ,Y2• FLEXIBLE FLASHING UNDER STONE SILL INTERIOR FLOOR FINISH ^ 0 W/ 6" VERTICAL EXTENSION BEHIND (RE: ID DRAWINGS) CAST-IN-PLACE CONC. WALL WEATHER-RESISTANT BARRIER u(RE: STRUCT.) ® 1 1 /2" CONC. w A r EXTERIOR FINISH /fI L TOPPING SLAB �" T� Q� (RE: LANDSCAPE) SEE 4/.0532 FOR STONE WOOD SHAKES td Fri I VENEER SYSTEM BATT INSULATION �I x SLAB SHEET MEMBRANE WATERPROOFING (REE:: STRUCT.)GRADE r , FLOOR JOIST (RE: STRUCT.) V Z 41 GRADE LEVEL (RE: CML) RAFIER (RE: STRUCT.) 5/8" PLYWOOD SHEATHING W O FINISH FLOOR ® ENTRANCE �ar- << _ ,l UPPER LEVEL = + 10'-4" _ _ _ _ _ UPPER LEVEL = + 10'-4" FNI a SEE CIVIL FOR GRADE T.O. PLYWOOD SUBFLOOR O ELEVATION REFERENCES, TYP. MAIN LEVEL = 0'-0" T.O. PLYWOOD SUBFLOOR = <l 1 L °� .0531 SAM. LI / T.O. BEAM owNlq=Evm,Dm za VAIL RESORTS 1x6 T&G ON 5/8" / RE: DETAIL ROOFING I GLASS MATT FACED GYP. tx6 T&F ON 5/8° / DEVELOPMENT FOR WALL & WATERPROOFING SHEATHING GLASS MATT FACED GYP. REQUIREMENTS SHEATHING / COMPANY olo� z r= 77 BEAM (RE: STRUCT.) / A (WRAP W/1x WD. ARcHnrc-ror'>?�tD TRIM-WHEN EXPOSED) / SOFFIT Cap ENTRANCE ( UNIT B� A-OT-36.dwg COLUMN FA � �,, BEYOND ARCH ECitME ARCH OPEN'G DenN.r, GDlaedD A r RE.H EXT. ELEY S) S1sn MAun>rt� WRAP WATERPROOFING DEMNARCHWECr CONT. WATERPROOFING BRANS STONE CE (WIDTH) OVER SUBFASCIA HART I HOWERTON c � EAVE @ ENTRANCE ( UNIT B ) NEWYO .NEWtORx OVER CONC. WALL ® �+ 1 1 /2" = V-0" A-DT-35.dwg CAST-IN-PLACE CONC. SrEWWRIM MGM=MONRIM&NRWRT].BNGDUMW ANC BEAM (RE: STRUCT.) A AVMkCOLORAD WOOD SHAKES il CALELECrAWALt NG@1 m STONE (RE: LANDSCAPE) w " (RE: STRUC.) AWNEWINC [� SHEET MEMBRANE WATERPROOFING a w " » 2» CONT. THROUGH WrONE CIMENCDOM > 1}� p i MTL FLASHING 5 V (R-38 HIGH DENSITY 5/8" PLYWOOD SHEATHING AtBRffi�COLORORAM DdG SLAB ON GRADE _ �c SPRAY POLYURETHANE PARTIAL STONE WALL (�? ENTRANCE ( UNIT A ) `_' W ® WRAP WATERPROOFING (RE: STRUCT.) FOAM OVER SUBFASCIA w w © PROJECT NUMBER: 20900.00 t 1 /2" - 19.00 A_DT_43.ewg w SEE 4/A532 FOR " (R- 1 3) GATT INSULATION VENEER SYSTEM APPLIED BELOW THE FOAM 5/8" GLASS MATT HELD IN PLACE FACED GYP. SHEATHING ISSUE REVISION DATE GRADE VARIES USING STICK PINS OVERHANG 1 FINISH FLOOR ® ENTRANCE (RE: CIVIL) (RE: ROOF PLAN) — .0531 06 CONSTDOC SEE CIVIL FOR GRADE FSK PAPER ELEVATION REFERENCES, TYP. �> 1 FORPERMIT 08.13.04 MAIN LEVEL = 0'-0" _ BLDG. 2/CONST. 09.0204 T.O. PLYWOOD SUBFLOOR I 1 1 p p LOW b 1 i ® ® BLDG. 3/CONST. 09.711.04 STONE SILL BE 1 1 09 BLDG. 4/CONST. 10.11.04 STONE VENEER LIMIT BELOW 1 p 1 1 10 BLDG. 5/CONST. 10.25.04 1 WOOD TRIM AW7A/8A/9A/l0A/11 RE: WATERPROOFING FINAL CONST 01.03.05 " CT I I I p APO � CRL S 04.07.05 2x8 WOOD TRIM 4 CONSTRUCTION PACKAGE I h ® ttc ADDENDUM 5 05.16.05 i I VAPOR BARRIER 1x G FINISHED I I FROM BELOW I I PROVIDE 3"0 DRAINAGE I 1 ! p 2x VERTI SIDI WALL TYPE I PIPES THROUGH WALL (RE: PLANS) I I ® 24"0.C. — WEATHER-RE AN BARRIER s 1 /2" PLYWOOD SHEATHING I — — „ WALL TYPE 30' WEATHER-RESISTANT BARRIER I p (RE: PLANS 3/4" STUCCO SYSTEM I I 4 v v 4 v q h v DETAILS N RESIDENCES DECORATIVE 10x24 TIMBER TAIL 9" 9" RE: EXTERIOR ELEV.S h a WOOD TRIM Ca? ARCH OPEN ' G UNIT B ) &IPARTIAL STON E WALL C ENTRANCE ( UNIT B ) RAKE DETAIL ( TYP . ) .dwg 1 �2" = 1 -o" A—DT-38.dw9 1 1 /2" = 1 -0° A—DT-31.dwg .0 5 3 3 1 1 2" = 1 '-0" A DT-40 1 0 c 0 1 GRID © 2004 42140 ARCHITECTURE, INC. - - - - - - - - - - - - - - - - - - - - - � �� pF Cot�� I I �~p quo VERTICAL TERMINATION CAP i . 1 E. RA AL (RE: MANUFACTURE) 1 1 �%K I GRID JOH ON COPPER COLLAR M i WOOD SHAKES SHEET MEMBRANE WATERPROOFING F� AA��`��� I I 4" I 3/4" STUCCO SYSTEM ® 5/8" PLYWOOD SHEATHING L — — — — — — — — — — — — — — — — — — — — — J CONT. SEALANT r — — — — — — — — — — — — — — — — — — — — — I WEATHER-RESISTANT BARRIER 1 I ON 1 /2" PLYWOOD SHEATING [V�J 1 I I 2 " I BATTERED 2x6 WOOD FRAMING ^ ® 2 ANGLE (RE: STRUCT.) � I I COPPER CHIMNEY I o- 1 COPPER FLASHING W/ O _ _ I ' I 6" VERTICAL EXTENSION a o < I I &N BEHIND WEATHER-RESISTANT BARRIER (RE: W.P. DETAILS) — — — — — — — IR"�I - - - - - - - - - - - - - - - -_- - - - - J WOOD SHAKES 1 I SHEEP MEMBRANE WATERPROOFING I W [� to r1 I n� I (RE: W.P. DETAILS) 2'-2" (n i14 5/8" PLYWOOD SHEATHING EL = +8'-2" DRIP - -r' COPPER FLASHING 04 x . u T.O. BEAM BLOCKING I 30, 34° L - - - - - - - - - - - - - - - - - - - - - � Fr�1, 3/4" STUCCO SYSTEM z WEATHER-RESISTANT BARRIER ON 1 /2" TIMBERS IN FOREGROUND (RE: STRUCT.) W 0 PLYWOOD SHEATING EDGE OF STUCCO COLUMN TTERED 2x6 WOOD FRAMING I IN FOREGROUND O ® 2' ANGLE (RE: STRUCT.) 1 x6 T&G 1 91 3/4" STUCCO SYSTEM I BEAM (RE: STRUCT.) V WEATHER-RESISTANT BARRIER 3/4" STUCCO SYSTEM ON MINOR CHIMNEY CAP 4 CHIMNEY BASE 1 1 /1" 1 @ ROOF TYP . 1 /2" PLYWOOD SHEATHING 1 /2" PLYWOOD SHEATHING 5 - '-0" A-DT- 4aAwg A-DT-43.drg 2x WOOD STUD RIPPED ROUND CORNER (R = 1/2") OWNBIt/D&VIDAPRY AT A 2' ANGLE VAIL RESORTS DEVELOPMENT 9 DETAIL (a? ENTRANCE UNIT A ) COMPANY 1 1/2" = 1 '-O" A-DT-4Ad"D AVON, COLORADO GRID ARCLa1'BC.-r oFRRGABD A ® A WALL TYPE ARCltlTECTURE (RE: PLANS) oemx cameao — 2" x 4" T.S. (NOTE: WALL BATTERS BRACING (RE: STRUCT.) ® SOME LOCATIONS- DESIGN VERTICAL TERMINATION CAP 7 SIM. RE: EXT. ELEVS.) 33 HART HOWERTON 1 � � � � � � � STONE BENCH ATTACHED NEWYOWNINYORLC FROM 3 SIDES r (RE. STRUCT.) OPEN - , /� I / 1 /4" BENT PLATE 1 sL3&NEWAL. ENG!NN \ � / T.O.C. NoNROSeL�wRtLSNCLNLD3RS,LNc AVON,COLORADO =.t I 90• / (RE: STRUCT.) 1 I (RE: STRUC.) A®CNANLCAL"LBC7RWA* RNGRffiRR COPPER COLLAR \ AVON,CIDIA ADO 4x4 T.S. CHIMNEY CAP ( 1 AvoN,coLnRADo o FRAMING (RE: STRUCT.) ' I 3'- 1Y2" �DLORADO O , L - - - - - - - - - ` - - - - - - - - - - - J \ \ / / ; <� PROJECT NUMBER: 20900.00 1 V2• ISSUE REVISION DATE 10-4" =N I GALV. STL. AN 06 CONSTDOC COPPER CHIMNEY CAP I IC CAST-IN-PLACE CONC. Is PORPERMIT 08.13.04 = I 4x4 T.S. CAP WALL (RE: STRUCT.) I "1 COPPER BULLNOSE . POSTS (RE: STRUCT.) o© BLDG. 2/CONST. 09.02.04 <i STONE (RE: LANDSCAPE) BLDG. 3/CONST. 09.24.04 1 1 DRIP (REB ON GRADE 09 BLDG. 4/CONST. 10.11.04 I GALV. CHANNEL — — III FINISH FLOOR ® ENTRANCE 4" I L - - - - - - - - - - - - - - - - - - - - - - - - J I <il ELEVATION,- . EIEVATN REFERENCES* TYP. 10 BIDG. S/CONST. 1025.04 1- — — — — — — — — — — — — — ii44 1 I L-6A/7A/8A/9A/10A/11 I ° ` - _ _ 1 ] I — — — — 4n — MAIN LEVEL = 0'-0" _ I I a CONT. SEALANT 1 ' 1 <i I <� T.O. PLYWOOD SUBFLOOR FINALCONST 01.03.05 1 I 1 ICI L I L <� 16 ADDENDUM 5 05.16.05 v w 1 COPPER FLASHING I 1 m 1 Iclll III � II III II � I � ) — \� - - - - - - - J TO COMB. 1- - - - FRAMING CLEAR (RE: MFI .) — _— _ " DRIP 4 I I a M r - - - - - - - - - - - - - - - - - - � 1 /2" PLYWOOD SHEATHING I <� 1 a DETAILS 1 cv ( BLOCKING -- VENT PIPE 3/4" STUCCO SYSTEM I 1 RESIDENCES �p iv COPPER FLASHING I I 3 1 '-1OY4" 1 ' 104" WEATHER-RESISTANT BARRIER 3Y4" i I I ON 112" PLYWOOD SHEATING " - - - - - - - - - - - - - - - - - - - J BATTERED 2x6 WOOD FRAMING N ® 2' ANGLE (RE: STRUCT.) �53� L i MAJOR CHIMNEY CAP PARTIAL STONE WALL 0 ENTRANCE UNIT A 1 1 /2" = 1 '-o" A-DT-40.dwg - 1 1 /2" = V-0" U A-DT-44.dry - 1 ♦ , WOOD SHAKES •, WOOD SHAKES , - © 2004 42140 ARCHITECTURE, INC. SHEET MEMB I�WATERPROOFlNG , CONTINUOUS 2x2 LEDGER , © SEE WALL TYPES SHEET 5/8" D SHEATHING , , — O� C�(O�q 5* E X GYP. BOARD 1x WOOD FRAME _ LEDGER TO SECURE _ E. RARI. 5 Xt " R-38 HIGH DENSITY SPRAY GYPSUM BOARD PER 5 8' PL D SHEATHING I� POLYURETHANE FOAM , IBC 705.6—EXCEPTION 4.3 / � JOF IN " tP}} ]ry G 5/8" TYPE "X" GWB — 4" R- 13 BATT INSULATION APPLIED w -::. . _ . :. ._. . . , . _ . .. BELOW THE FOAM HELD IN PLACE Ec USING STICK PINS r — — — — -�. A531 — `��'-f All C1 1 HEAD WOOD TRIM 4 i ABOVE 1 1 1 R-2 4" R-28 HIGH , INTERIOR WALL JAMB (, INSULATIO PLIED DENSITY SPRAY 1 i OVE FOAM FOAM POLYURETHANE 4 1 1/2" t •_o" A-DT-u.dwp O USING STICK �� PINS ,. W SLIDING DOOR SYSTEM r� ^ 1 /2" CONT. SEALANT & BACKER ROD ` ) F—I 1x6 T&G � , ROOF WITHIN 4 OF SEPARATION WALL _ ry (RE: MANUFACTURE) 2x VERTICAL SIDING , / 1 1 /2= = 19_0" A-DT-66.drp INTERIOR FLOOR FINISH w FRAME WALL OR CONT. W.P. WRAPPED UNDER TRACK TRUSS LEG , ` , , (RE: ID DRAWINGS) AND OT RNE VERT. AT JAMBS TO CREATE END �/ C 44 GWB FIRE PROTECTION so F6iy A PROTECTED ROOF & OVERHANG PROJECTION ♦ 5 ,1�6 35 4 -D° MIN. I A N CONC. SLAB W/ INTEGRAL COLOR , V A-DT-60.dwp C N (RE: STRUCT.) ^ fi,wwj ,. SHEATHIN _ GARAGE LEVEL = — 12'-0" FW QI T.O. PLYWOOD SUBFLOOR 7/A535 EXTENSION OF 1 FRAMING AS OCCURS = 4 � L SEPARATOR) WALL 5/8" TYP�)I�W8 — v i 1 w O �� W �IiAKES 1 1 � � III = II I = III = III = III = III = � a S� MEMBRANE WATERPROOFING I — III — III — III — III — III - O BATT INSULATION I I ( — III — III — III - I I ,, 5/8" PLYWOOD SHEATHING ® ' SEPARATION , , , CRAWL SPACE — III — III — III — I I . OR EPARATION WALL , FLOOR JOIST (RE: STRUCT.) " 7/ 2 X 2 LEDGER TO SECURE — III — II1 : = l I 5/8" TYPE X" GWB t t /z" = 1 '-0" A-DT-B1.drg CAST-IN-PLACE CONC. GYPSUM BOARD PER _ WITHIN 4' OF , IBC 705.6-EXCEPTION 4.3 WALL (RE: STRUCT.) — III — III I I I SEPARATION WALL , ® 4, — 5 h " R-38 HIGH 5/8" TYPE "X" GWB GRID RE: W.P. DETAILS III III - VAIL RESORTS DENSITY SPRAY DEVELOPMENT POLYURETHANE - . FOAM ♦�♦ �: SLIDING DOOR THRESHOLD GRADE COMPANY BAIT INSULATION SEPARATION WALL 3 , 1,2" = 1 '-0" A-Dr-Sfiarg AVON, COLORADO ' SEE WALL TYPES SHEET 4" R- 13 BATT - , _ _ - - GRID ARCHrEE :L'OF REOOAD INSULATION APPLIED '� A531 CONT. MINERAL WOOL BELOW THE FOAM , APPROVED AS FIRE BLOCKING INTERIOR FLOOR FINISH IN PLACE HELD USING STICKS 1 1 TO FILL AIR SPACE ® , 1 1 (RE: ID DRAWINGS) © � � , � 1 1 "R`"� EKG, TRUSS FROM BELOW EL i EL = VARIESBf C0b1°pD 1 T.O. PLYWOOD SUBFLOOR MASM PLANNER Ac 2x VERTICAL SIDING 3/4" STUCCO SYSTEM I DIMN ARCHrfEC[ RIP CUT 5/8" RAFTER TAIL WHERE 1 /2" PLYWOOD SHEATHING HARTIHOWERTON GYP. IS REQUIRED IN ORDER TO 1 1 NMYORK,NEWYORK MAINTAIN FLUSH SOFFIT CONDITION 1 1x10 WOOD TRIM t , SMu��aM SEE ROOF PLAN — — — — � - GRID xoxROEA CO1D1ADO n� NBCFT♦INICAENQM ERS& ENGD4EER N-8 ffi407N®1.4,INC AVON. COLORADO ' 1 1/2" LIGHT WEIGHT CfMBNGDaRa Ars,rts ENGINEERING.ax Q ROTECTED ROOF & OVERHANG PROJECTION CONC. TOPPING `.� FLOOR JOIST (RE: STRUCT.) VAR,�LO ,, v 1 1/2" = 1 •-0" A—DT-67.dwg . GATT INSULATION CONT. MINERAL WOOL APPROVED AS FIRE BLOCKING SEPARATION WALL " CONT. MINERAL WOOL SEE WALL TYPES SHEET PRO NUMBB& 20900.00 TO FILL 4 FROM ALL BLOCKING APPROVED FIRE BLOCKING ISSUE REVISION DATE , 5/8" TYPE 'X• GWB , TO FILL AIR SPACE S CORVL WHERE OCCURS WITHIN FLOOR 0 SEPARATION WALL_ DOC WOOD SHAKES 4 OF AREA SEPARATION 6 WALL 1 1 /2" = 1 '-0" A-DT-61.dwg A 1 FORPERMrr 0&13.04 SHEET MEM WATERPROOFING RIDGE CAP 2 DEMISING WALL TERMINATION A 13MG. 2/CONSM. 09.02.04 WOOD SNAKES t 1/2" = 1 ' 0" ID A—DT—SO dwg ® BLDG. 3/CONST, 09.24.04 .. GR 5/8" PLYWOOD F�THING 09 BLDG. 4/CONST. 10.11.04 SHEET MEMBRANE 10 BLDG. 5/CONST. 10.25.04 2 X 2 LEDGER TO SEC WATERPROOFING GYPSUM BOARD PER, A i IBC 705.6-EXCEPTION 4.3 , 5/8" PLYWOOD EDGE OF A-6A/7A/8A/9A/I0A/11 SHEATHING FROST FREE TERRACE HOSE BIB FINALCONST 01.03.05 5/8" TYPE "X" GWB 5 1/2" R-3$ HIGH RELEV.T.O.E: RIDGE (RE: MECH) 1 I P pRREVIM 04.07.05 DENSITY SPRAY 1 1 /2" RIGID 1 1 POLYURETHANE INSULATION BOARD t6 10X10 ADDENDUM 5 05,16.05 A531 FOAM (R-7 PER 1 NEWEL POST 4f## N ,,((�� et i DECK BEAM L1/ ( HERE OCCURS) 1 1 , , IN R—TI BAIT INSULATION APPLIED BELOW THE FOAM HELD IN PLACE 1 1, USING STICK " 1 1x6 T&G , PINS FSK PAPER 2x VERTICAL SIDING , TUBE STEEL FRAME WALL OR 1 i RIP CUT 5/8" RAFTER TAIL WHERE TRUSS LEG ® B UNIT 4" R- 13 BAIT N 1 , I GYP, IS REQUIRED IN ORDER TO MAINTAIN FLUSH SOFFIT CONDITION INSULATION BELOW THE FOAM ^ (RE: STRUCT.) APPLIED DETAILS HELD IN PLACE I RESIDENCES USING STICK SEE WALL TYPES PINS SHEEP A611 5 712" R-38 HIGH t , SEE ROOF PLAN , DENSITY SPRAY POLYURETHANE t FOAM I 94" A535 � R PROTECTED EAVE PROJECTION - DETAIL BRIDGE DETAIL ( TYP . ) 1 STEEL FRAME @ EXT ALL 00 • v 1 1/2" = V-0" A—DT-65.dwg J 1 1/2" = i '-0" A-DT-60.dwg 1 1/2" = 1 '-0" A—DT-46.dwg 2P-6" © 2004 42140 ARCHITECTURE, INC. 4° (® TOP OF PIER BELOW CAPSTN.) p4 Cato SNOW FENCE VERTICAL SUPPORTS ® 48" O.C. 42 ® 1 '-3" AT TOP OF FRAMING @1� �QOO NOTE: ALL METAL FLASHING SHALL BE (MAX). CONSTRUCT WITH STEEL PLATE " 1 THICK. 2" STEEL PIPE (2.375" O. D , WALL h E. RANI) L COMPLETELY SOLDERED 7Y2 1OY2 I 4Y2 7Y2 JOHN N THICKNESS 0. 154") N OUTLINE OF AR�'�\� FILL POCKET WITH LIQUID A-6A/7A/SA/9A lWll CAPSTONE ABV. / MEMBRANE (APPLY WITH CAULKING GUN) TYP / z NOTE: CONSIDER 4-RUNG SNOW BATTERED STONE VENEER V) FENCES WHERE VERY HEAVY 1 .5' SLOPE z a SNOW ACCUMULATIONS MAY \ A OCCUR. 2" SOLID GROUT � o (w) \ WOOD SHAKES OVER o \ FULL CANT BEAD OF LIQUI ! REFER TO ROOF PLAN FOR _ / / MEMBRANE WATERPROOF'G MEMBRANE SNOWFENCE LOCATIONS. WEATHER-RESISTANT BARRIER o w Q OVER PLYWD. SHEATH G (RE: W.P. DETAILS) a a \ 1 /2" PLYWOOD SHEATHING ^ o Q >4 rR \ WOOD COLUMN (RE: STUCT.) ! Fo BEAM BELOW (RE: STRUCT.) a W to SEE DETAIL 4/A536 FOR FLASHING DETAIL tot O _ FIELD SHEET OF VYCOR ULTRA z eorroM FLASHING (INSTALL STONE PIER C� DECK Z bet FIRST OVER FIELD SHEET L 1 1 /2" = t '-o° (O LOW PIER CONDITION) A-DT-75.dwp W VYCOR ULTRA) REFER TO STRUCTURE FOR � ^/ a BOLT DESIGN P4 , LAYOUT & CONNECTION DETAIL ! O UPPER FLASHING (INSTALL ! ! _ SECOND OVER BOTTOM FLASHING ® & FIELD SHEET OF VYCOR 10" X to" WOOD POST! ULTRA) FRAMING ?a (RE: STRUC.) —_ - OWNER/DEmom STRIP—IN BOTTOM & UPPER ` ® i FLASHING WITH VYCOR ULTRA / 5" ` _ I L VAIL RESORTS lx T & G WOOD SIDING DEVELOPMENT o CEDAR GUARDRAIL AND COMPANY d )).SNOW FENCE FLASHING 'Y2 1y2" DECORATIVE BALUSTERS AVONCOLORADO N.T.S. w \� m-war-x.a.9 p a I tY2" LET RAILS INTO POSTS 2" ® ENDS ARCIR1DCfOFR8WBD ` J./ NOW FENCE J _ U 3° _ , '-o° m-WATT-xawg o Of RANDOM SAND STONE � �,�o 3/4" SETTING BED 1 1 /2" CONC. A C = TOPPING SLAB Dwmr, Colmado 2" x 4" TUBE STL FOR BRACING = I WATERPROOFING MEMBRANE alASrsar> uuaRR 1 /2" STL PLATE z (RE: W.P. DETAILS) ° DffiGNARCFQIBI.T r 3/4" PLYWOOD 2% SLOPE HARTIHOWERTON 4x4 T.S. CHIMNEY CAP ` c 1 I NEW YORY,NEW YORK / FRAMING COPPER CHIMNEY CAP _ — _ I _ MAIN LEVEL = 0'-0" MONROE&&MBWM EN��,D�c AVON,COLORADO WEATHER—RESISTANT BARRIER MRCHAM[CALRIRCI31C"ENGv�d� T.O. PLYWOOD SUBFLOOR / / ON 1 /2" PLYWOOD SHEATING 2x8 WOOD TRIM -EENNOO R�1C r ALPMEENG ILMADO RNC r MATCH TO WINDOW SIZE 6" COPPER GUTTER W/ I 00000 PROFILE AT BUILDING 7, 00000 SMALLER ROOF CAP HEAT TRACE PROJECT NUMBER: 20900.00 © 2 X 6 ROUGH SAWN T&G w TAPPERED FURRING STRIPS ISSUE REVISION DATE DRIP V—GROOVE CEDAR 2x WOOD TRIM DECK JOIST (RE: STRUCT.) o I BLDG. 2/CONST. 09.02.04 NOTE: MIRROR DETAIL ABOUT CENTER LINE I I STL CHANNEL 1 /2" PLYWOOD I 1 x6 T&G ® BLDG. 3/CONST. 09.24.04 ALIGN AT CORNER OF BEAM (RE: STRUCT.) ® BLDG. 4/CONST. 10.11.04 O o o a a Q 'TOP AND BOTTOM RAIL / ! BIDG. 5/CONST. 10.25.04 2x WOOD BLOCKING � i � � � D [�6A/7A/8A/9A/IOA/11 TIMBER BEAM w 2 X 6 ROUGH SAWN T&G CEDAR � � ! � (RE. STRUCT.) FINALCONST 01.03.05 VERTICAL TERMINATION CAP u; RAIL W/ ;Y4" CHAFFERED ENDS / � \ i t2 ADDENDUM 1 01.12.05 z ° 16 ADDENDUM 5 05.16.05 CONT. SEALANT 3 �— — 4x4 T.S. CAP o o / POSTS I I A DASHED LINE OF COPPER COLLAR G I I TIMBER ORNAMENTAL a I ly2" ty BRACKET IN FOREGROUND COPPER CAP I I I = (RE: 2/A522) `P LARGER SQ. MTL NAIL HEADS 0 I I COPPER FLASH 11 TO CONCEAL %" I I LAG SCREW ATTACHMENT TO I I I STONE PIER BEYOND " ADO SIDING WALL I 1 CD Lq D o o I I COPPER DOWNSPOUT DECORATIVE BLACK MTL SQ. NAIL HEADS I I (WHERE OCCURS) ONE AT EACH PLANK ro I I tee DO re� N " I I DETAILS RESIDENCES 1 /2" PLYWOOD SHEATHING NOTE: OMIT JAMB CASING WHERE tfe Ln BLOCKING 1y2° SHUTTER OCCURS d COPPER FLASHING 3/4" STUCCO SYSTEM FIXED SHUTTER DECK ST NE PIER GUARDRAIL A536 c° u,rwTnrn nrt- rrw w,T nwnrnrn � - - MAJOR CHIMNEY CAP ' t /2° _ -°" A-DT-72.d"° 1 1/2" = 11-0" A-DT-dBb.dwp 0 © 2004 42140 Co INC. C C1 `�f COPPER CHIMNEY WOOD EXTENSION ��N �// (RE: DETAIL 3/A534) E. RA\?A 3X4" WOOD SILL JCS! I � i (RE: ID DRAWING) nnn _I; Cis rZ F -f r 1 3 X WOOD TRIM f I1 I WALL BEYOND 1 II I . I I ( ( WOOD SIDING 1 ( I (RE: WALL TYPE) { _ I V 1 II . I �`-'� o FLOOR FINISH II f (RE: ID DRAWING) iI I 3 X WOOD TRIM A II - I a J4 FINISH FLOOR - - L VJ E.1 CIS II I UC 0 SEE CIVIL FOR GRADE /W/�/ Q ) ! I ELEVATION REFERENCES, TYP. W C I . I U. LL MAIN LEVEL = 0'-0" V I II 1 ` I w V T.O. PLYWOOD SUBFLOOR Q �� I it I ST NE VE E . . I U 0 FLOOR JOIST z II I (RE: STRUC.) I V I 2x WOOD TRIM W 0 ONN 2x WOOD BLOCKING O II O II © 4 p f M1 GLASS MATT FACED v I _ GYP. SHEATHING _ z 1x6 T&G (FINISHED p OWNEUDEVEWIPM FROM BELOW) GONG. TUNNEL WALL I = DASHED LINE RESORTS - - - - - NE OF DECORATIVE TIMBER DEVELOPMENT 1 I I = CONC. RETAIN'G WALL BRACKET BEYOND COMPANY - - - - - - - - - - - - - - - - - - - TUNNEL ROOF WATERPROOFED I I GAS METER L -1 _ V AVON, COIARADO CONC. SLAB BAY WINDOW SECTION DETAIL (' I I I - - - - _ '� A" vv,vrr ppRECOAD I TO CAP CHASE 1 1/2" = V-D" A-ur-76.d"y 1 - - - _ _ EE - EL=-8'-2" I \ / FF I I NEW FF FLUES 1 I ( - - A ( MECHANICAL ROOM = Darwwo ODbradD BOILERS DESIGNARCIRTBCr GARAGE LEVEL = EL – 12'-0" Y T.O. PLYWOOD SUBFLOOR t—�— �� — — — — HARmmyomm yom _ L _ _ _ J I I I CONC. WALL EL = - 13'-6" - - - - - - - - - - - - - - - FLUE CHASE 1 J�— BELOW GRADE (PROVIDE CONC. WALL BELOW I /� MONROB&&NH�WEL ,INC T.O. CONC. SLAB 0 r GRADE PARALLEL TO BUILDING 8 AVON,COUIRM0 MECH. ROOM 1 J WEST WALL. EXTEND DOWN TO I 1 WELD ALL T.S. INTERSECTIONS WITH 3/16" " NECHA WA FIEMUC\LM%XMQ R 1 I FOOTING, ALLOW 2' CLEAR I I FILLET WELDS X 2 MIN. M-EENGnMMM EL = – 17'-5 1 /2" 1 1 FOR FLUE CHASE.) 1 1 1 "° AWN,WIAHADO — — — — j-- S— — — clvu »NGnv> ee T.O. FOOTAGE �' LLT - - - - - - - - _ - - - ALTERNATE NO . 7 - BOILER CHIMNEY . - - - --1 - - - - - - - - - - - - — - `. .'' ` - � 1 /4" = 1 '-0" BUILDING 8 - WEST ELEVATION ee�-a VAU.COLOPAW r-n"".dwd --- ,-- 1 1 I ROjECi NUMBER: 20900.00 MATCH ADJACENT WINDOW SIZE I 3�" I " 3%" I � I ISSUE REVISION DATE 18" GAGE METAL STUD WELDED I 'rL TO T.S. AT 1 '-0" MAX. SPACING 08 BLDG. 3/CONST. 09.24.04 2 X 6 ROUGH SAWN T&G r' 4 V—GROOVE CEDAR STL BRACKET 09 BLDG. 4/CONST. 10.11.04 NOTE: ALL ANGLES WO i 2 LAYERS 1 /4" PLYWD SCREWED 10 BLDG. 5/CONST. 10.25.04 122' U.O.N. 41 I TO METAL STUD AT 6" MAX SPACING /� I I A6A/7A/BA/9A/10A/11 L — — — — — — — — — — — — — — — — — — — — — J ', FIlVAL CONST 0103 05 I yIlk I 16 ADDENDUM 5 05.16.05 1 G I 2"x2"x3/16" TUBE STL 1 /8" STL PLATE BASE WELD U) 2 X 6 ROUGH SAWN T&G CEDAR I 6+, I WELD EACH CORNER TO T.S. 4X4 o RAIL W/ 3/a" CHAFFERED ENDS I I z m I AA%K COPPER FLASHING w ❑ D o o D ❑ I y ACV f f I %y , 4"x4"0/16" T.S. CHIMNEY CAP FRAMING Q L — — — — — — — — - — — — — — — — — — — — _ j �- " LARGER SO. MTL NAIL HEADS ® I 34" COPPER FLASHING CORNERS TO CONCEAL %mf I A% - " LAG SCREW ATTACHMENT T ;o VERTICAL TERMINATION CAP " SIDING WALL I a, COPPER FLASHING 1 i DETAILS a DECORATIVE BLACK MTL SO. NAIL HEADS I ;ry PPER CAP RESIDENCES ONE AT EACH PLANK L - - - - - - - - - - - - - - - - - - - - - � BA D 2x6 WOOD FRAMING ® 2' E r BLOCKING NOTE: OMIT JAMB CASING WHERE 3/4" STUCCO SSYSTEMHING N 1 SHUTTER OCCURS E ° WEATHER-RESISTANT BARRIER A537 t ON 1 /2 PLYWOOD SHEATING FIXED SHUTTER MAJOR CHIMNEY CAP Y m 1 1 2" = 1 '-0" A-DT-72C.d" 1 - - " F System No. C-AJ-2110 System No, C4J-2098 System No, C-AJ-1278 System No, C-AJ-1140 © 2004 42140 ARCHITECTURE, INC. F RATING - 3-HR, F 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 �� �F CD/�q�o L Rating At Ambient - Less Than 1 CFM/sq ft � o 3 L Rating At 400 F - 4 CFM/sq Ft 4 E. RAND 6 F " p 4 r—` A 3 3 1 2 JOHN f 3 ® 6 1 A ` AAA, At ;. . �• 4 . 4 ... 5 e, o . d a 2 L� p 2 A A o w 4 Z � A SECTI[]N A-A . . . . . . . . V h A 5 : : : : : : :0. . Z E-I SECTION A-A 1• Floor or Wall otaatlbly - Minimum 4-1/2 in. thick reinforced lightweight or F-1 Q normal weight (100-150 pcf) concrete. Wall may also be constructed of any ( W M.,� 1. Fkor or Wall lbeem6lT - Min 4-1/2 in. thick reinforced lightweight or SECTION A-A UL Classified Concrete Blocks*. Maximum diameter of opening is 30-7/8 in. SECTEN A-A >4 normal weight (100- 150 pcf) concrete. Wall may also be constructed See Concrete Blocks (CAZT) category in the Fie Resistance Directory for of any UL Classified Concrete Blocks'. Max diam of opening is 8 in. names of manufacturers. H See Concrete Blocks (CAZT) category in the Fire Resistance Directory 2 concentrically a - One metallic pipe or conduit to . installed either concentrically or eccentrically within the firestop system. The annular space 1. Floor or Wal peeet4 — Min 2-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) vJ � 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 w Z Steel SISM (Optional) - Nom 8 in. diom (or smaller) Schedule 40 maximum 7/8 in. Pipe or conduit to be rigidly supported on both sides of 1024 sq in. with max dimension of 32 in. /��// (or thinner) steel pipe cast or grouted into floor or wall assembly, flush floor or wall assembly. The following types and sizes of metallic pipes or See Concrete Blocks W category in the Fire Resistance Directory for names of manufacturers. F�1 4 with floor or wall surfaces. conduits may be used: 2 %o * pawhe — Min clearance between pipes, conduits or tubing is 0 in. (point contact). Min 3, Thrwo Panetr" - One nonmetallic pipe to be installed either 1. FIw or Wal A=n* — 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 V concentrically or eccentrically within the firestop system. The annular concrete. Walt 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). rT� Q Mr space between pipe and sleeve(Item 3) shall be min 1/4 in. to max See Concrete Blocks (CAZT) category in the Fire Resistance Directory or names of manufacturers. B. Copper Pie - Nominal 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 F�'� ry PP P h ( ) 9 ( ) �Tl di and sizes of metallic pipes, conduits or tubing may be used: !^ tv 1 -1 /4 in. Pipe to be rigidly supported on both sides of floor or wall 2 Electrical Notenetaic Tutlbq+ -- Nom 2 in. diam (or smaller) corrugated wall ENT constructed of copper pipe. �y assembly. The following types and sizes of nonmetallic pipes may be used: polyvinyl chloride (PVC). One tube to be centered within the firestop system. A nom annular space of 5/16 C. Copper Tubing - Nominally 6 in. diameter (or smaller) Type L (or heavier) A Steel Pipe -- Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. I►/ F�1 A Polyvinyl Chloride (PVC) Pipe Nom. 6 in. diam or smaller Schedule in. is required within the firestop system. Tube to be rigidly supported on both sides of floor or wall copper tubing. B. Conduit -- Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. w h4 ( ) 9 Y PP PP 9• (n 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. V 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. diam (or smaller) Regular (or heavier) copper pipe. 0 B. Chlorinated Polyvinyl Chloride(CPVC) Pipe Nom 6 in. diam (or names of manufacturers. tubing (EMT). 3. Farina — (Not Shown) -- Used as a form to prevent leakage of fill material during installation. Forms W smaller) SDR17 CPVC pipe for use in closed (process or supply) or 3 Padig Material — (� Slane) — Mineral wool insulation firm) packed into opening as a temporary to be a rid sheet material, cut to fit the contour of the penetrating item and droned as required to IM04 Y P Pe 9 Po ry 3. Fi, Void or Cmdty MoierW - Sedont - Minimum i/2 in, thickness of fill rig 9 q �/ h*a vented (drain, waste or vent) piping systems. form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required material applied within the annulus, flush with top surface of floor or with both accommodate the required thickness of fill material. Forms may be removed after RII material has cured. C. Acrylonitrile Butadiene Styrene (ABS) Pipe Nom 6 in. diam (or to accommodate the required thickness of fill material. In floors form may be removed after fill material surfaces of wall. At the point contact location between pipe and concrete, a 4. FK Void or Canty Matador — Mortar — Min 2-1/2 in. thickness of fill material applied within the O smaller) Schedule 40 solid-core or cellular core ABS pipe for use in 4. has cured. minimum 1/4 inch diameter bead of fill material shall be applied at the concrete/ annulus. Fill material is mixed at a rate of 2.5 parts dry mix to one port water by weight in accordance PP pipe interface on the top surface of floor and on both surfaces of wall. with the installation instructions supplied with fill material. f M1 closed incase or supply) � Co* MoterioM — Seolofd -' Min 2 in. thickness of fill material applied within the v (p pply) 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 HILT] CONSTRUCTION CHEMICALS, W OF D. Flame Retardant Polypropylene (FRPP) Pipe Nom 6 in. diam (or smaller) HILTI CONSTRUCTION CHEMICALS, DIV OF C - FS-ONE Sealant HILT] INC -- Type FS635, CP636 or CP637 Schedule 40 FRPP Pipe for use in dosed (process or supply) or vented HILTI INC -- FS-One Sealant HILTI*Bearing the INC Classification Marking *Bearing the UL Classification Mark (drain, waste or vent) piping systems. +Bearing the UL Listing Mark 4. Mill Corer Pkte - Min 18 go. steel with max I.D. 1/4 in. larger than O.D. *Bearing the UL Classification Mark of pipe. Min. O.D. of cover plate to be 6 in. larger than O.D. of pipe. Installed OWN04/A13VHAP'el between underside of floor or both sides of wall between collar and floor or wall surfaces. VAM RESORTS 5. Fh top Derke• - Feeetop Color - Firestop collar shall be installed in accordance DEVELOPMENT with the accompanying installation instructions. Collar to be installed and latched COMPANY around the pipe and secured to underside of floor mu or bath hires of wall floor acing M U T I P LE PENETRATIONS I N the anchor hanks provided with the collar. (Minimum 2 anchor hanks for 1 - 1 /2 PLASTIC VNT ) PIPE I N METAL PIPE T H R U AVON, COLORADO and 2 in. diam pipes, 3 anchor hooks for 3 and 4 in. diam pipes, and 6 anchor hooks for 6 in. diam pipes). The anchor hooks are to q secured with jun in. CONCRET 3 — HR RATING. 3 — HR RATING 2 CONCRETE : 3 — HR RATING diam by min i - i/2 in. long steel expansion bolts, or equivalent, in conjunction with 6 CAJ-t27e SCALE: N.T.S. CA,t-1140 f steel nuts and min 3/4 in. diam steel washers with one anchor bolt in each SCALE: N.T.S. CAI-209e SCALE: N.T.S.anchor hook HILTI CONSIRUC110N CHEMICALS, DIV OF HILTI INC - CP 643 50/1 .5'1 CP 643 63/2". CP 643 90/3 , CP 643 110/4" or CP 642 160/6" Firestop Collar Dsm r, Colons o C- 5090-5090 System No, WW-D-1011 System No, C-AJ-6006 MASS t3. Void or Gorily Materfar - Strdott - Min 1 /2 in. thickness of fill material System N0. F RATING = 3-NR. � applied within the annulus, Bush with bottom surface of floor or both surfaces of F RATING = 3-HR, Assembly Rating - 3 Hr DffiI@IALf7aT8CC wall assembly. Additionally, nom i/4 in. beads of fill material applied between T RATING = 0-HR, T RATING = 0 HR, I�RT HOWECTTON concrete and cover plate and between cover plate and firestop device. L Rat- 0 At Ambient — 4 CFM/ Ft Class II Movement CapnbAitles Width 14X Compression or Extension rg,rm �,s,P, ,� HILTI INC -CONSTRUCTION CHEMICALS, DIV OF L Rating At 400 F - Less Than I CFM/S Ft HILTI INC - CP601S, CP606 or FS-One Sealant q *Bearing the UL Classification Marking saxuclvancENaumER MONROS a NHWSU BNGaMUIRS,INC 2 A AVON.COWRADO B MaCE&NwAL RiECTUC&L M-RENG1NERL%]NC AVON,COLOLIDO ; : . 2 Crvn.ENGUOM ALPINEEN(MER103 GyDiC i a ' .� .� r • . VAU. COLORADO 3 A 4 : r l` l� 1l 1` d a • • ' •. :+s- • _ : _ .r �..; _ PROJECT NUMBER 2090000 SECTION A-A a e - � ISSUE REVISION DATE 1. Floor or Wal i4aetrlbly — Min 4- 1 /2 in. thick reinforced lightweight or 4 normal weight (100-150 pcf) concrete. Wall may also be constructed of 04 CONSTDOC any UL Classified Concrete Blocks*. Max diam of opening is 8 in. 2 See Concrete Blocks (CAZT) category in the Fire Resistance Directory FOR PERMIT 07.23.04 for names f man acturers. Z Meteie Skere �Optiona3 - Nom 8 in. diam (or smaller) Schedule TO A SECTION A-A OS/o6 CONSTDOC os.13.04 (or heavier) steel pipe. 3. Through Pond onb — One metallic pipe or tubing to be centered within 07 BLDG. 2/CONSf' 09.02.04 the firestop system. Pipe or tubing to be rigidly supported on both sides 1. Wd AmomMy - Min 4-3/4 in. thick reinforced lightweight or normal 1. Floor or Will IlesertlWy - Min 2-1/2 in. thick reinforced lightweight or of floor or wall assembly. The following types and sizes of metallic P i s 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. 09.24A4 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 in the Fire Resistance Directory with a max dimension of 28 in. 09 BLDG. 4/CONEY. 10.11.04 A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 5 (or heavier) See Concrete Blocks (CAZT) category in the Fire Resistance Directory steel pipe. for names of manufacturers. for names of manufacturers. 10 BLDG. S/CONST. 10.25.04 B. Copper Pipe - Nom 4 -in. diam (or smaller) Regular (or heavier) copper 2. Joint SOW - Max width of joint (at time of installation of joint 2. y+ - Nom 23 in. wide (or smaller) by 4.5 in. deep (or smaller) "I" pipe. system) is 3-1/2 in. The joint system is designed to accommodate a shaped aluminum enclosure containing factory mounted aluminum bars 5B FINALCObW 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 kollogon—Plog5w+ — Nom 3/4 in., thick acrylonitrile butodiene/ A. Packing Material — Min 4 pcf mineral wool batt insulation installed in all provisions of Article 364 of the National Electricol Code, NFPA No. 70. FINALCONST 01.03.05 Polyvinyl chloride (AB/PVC) flexible loom furnished in the form of joint opening as a permanent form. Pieces of batt 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+ (OMF72) Category in the Recognized Component Directory joint direction, such that butt sections ore compressed min 22 percent 3 Forme - (Not Shown) - Used as a form to prevent leakage of fill material for names of manufacturers. Any Recognized Component tube insulation in thickness and that the compressed butt sections are recessed from during installation. forms to be a rigid sheet material, cut to fit the material meeting the above specifications and having a UL 94 Flammability both surfaces of the wall. A 1 in. thickness of packing material is contour of the penetrating item and positioned as required to Classification of 94-5VA may be used. placed vertically over the installed inner layers and recessed from the accommodate the required thickness of fill material. Farms may be 5 Fheetop SpW - The firestop system stall consist of the following: top surface as required to accommodate the required thickness of fill removed after fill material has cured. Y A. Packing Material - Min 4 in. thickness of min 4 pcf mineral wool butt material. Adjoining lenghts of batt to be tightly-butted with butted 49 Fi, Void or Caft MateriaN - Tmwd" firestop Compound - Min insulation firmly packed into opening as a permanent form. Packing seams spaced min 24 in. apart along the length of the joint. 2-1/2 in. thickness of fill material applied within the annulus. Fill IN 0 - material to be recessed from top surface of floor or from both surfaces B. Fill, Void or Cavity Material* - Sealant - Min 1/4 in. thickness of fill material is mixed at a rate of 2.5 parts dry mix to one part water by a 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 Moter]al* - Sealant - Min 1/4 in. thickness of fill HILTi, Inc. - CP601s Elastomeric Firestop Sealant HILTI CONSTRUCTION CHEMICALS, DIV OF ° material applied within the annulus, flush with top surface of floor or *Bearing the UL Classification Marking HILTI, INC. - FS635 OR CP636 o with both 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 *Bearing the UL Classification Marking DETAILS TUNNEL & RESIDENCES v, a v PLASTIC PIPE IN INSULATED MTL . PIPE THRU WALL TO WALL JOINT IN ELECTRICAL BUSWAY IN CONCRETE : 3 — HR RATING a RETE . 3IHR RATING C : — ORETE : 3 — HR RTING SC N.T.S. cAr-soeo 3 SCALE: N.T.S. rrvro-trot SCALE: N.T.S. cnJ-eo0e A55 m " System No, C-AJ-8041 F RATING = 3J— System No, W-L-3161 System No. W-L-3111 System No. C-AJ-3095 © 2004 42140 ARCHITECTURE, INC. RATING = 0 and 1 HR, F RATINGS - 1 AND 2 HR (SEE ITEMS 1 AND 4) F Ratings - 1 and 2 Hr F RATING = 3-HR. T RATING - 0 HR T Rating - 0 Hr T RATING = 01 1/2 & 3/4 HR. (See Item 3) -�r /� �fii � - L Rating At Ambient - 10 CFM/sq ft 'F L Rating At 400 F - Less Than 6 CFN/sq ft F� A 2 2 A 4B A 5 p 1 3 5 4 2 w I V 3 4 2 Y A O SECTMN A—A A SECTIUN A—A Qw h„1 2 A IV 1. Watt As mft — The 1 or 2 Hr fire rated gypsum wallboard/stud wall ^ A 'C SECTI[JN A-A assembly shall be constructed of the materials and in the manner described V J a in the individual U400 Series Wall or Partition Design in the UL fire 1, Floor or Wdl Moen ly — Min 4-1 /2 in. thick reinforced lightweight or Resistance Directory nd shall include the followin construction features: 1. Floor or Wdl Aeeemby Min 2-112 in. thick reinforced lightweight or ry g SECTRIN A-A C normal weight (100- 150 pc() concrete floor or min 5 in. thick reinforced A Studs "C—T" shaped studs 1 —� in. wide by 2 Y in. normal weight (100- 150 pct) concrete floor or min 3 in. thick reinforced lightweight or normal weight {100-150 pcf) concrete wall. thick may also in.deep,fabricated from 25 MSG goly steel, spaced max 24 lightweight or normal weight concrete wall. Wall may also be constructed be constructed of any UL Classified Concrete Blocks*. Max area of of any UL Classified Concrete Blocks*. Max diam of opening is 6 in. ` V opening r 192 sq in. with max dimension a to ks B. Wallboard Gypsum* — One layer of nom 1 in. thick, 24 See Concrete Blocks (CAZT) category in the Fire Resistance Directory See Concrete Blocks (CAZT) category in the Fire Resistance Directory wa wide gypsum liner and p in, thick, 4 T wide gypsum for names of manufacturers. w for names of manufacturers. wallboard with square or tapered edges. The � in. thick 2. Steel Sbeve (Optional) -- Nom 6 in. diam (or smaller) Schedule 10 W 2 hrough names a A max of 4 pipes, conduits or tubing to be gypsum wallboard type, number of layers, fastener type and 1. Wd Aeeerrlblf The fire — rated gypsum wallboard/stud wall assembly shall be (or heavier) steel pipe cast or grouted into floor or wall ossembly, flush A/ 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. if•� tubing shall be 1 -1 /2 in. The space between pipes, conduits or tubing and Partition Design. Max diam of opening is 4 in. or U400 Series Wall and Portition Designs in the Fire Resistance Directory and 3. Cables Aggregate crass—sectional area of cables in opening to be min 25 r 1 Cn Cn and periphery of opening shall be min between i s, max its 2 tubing Pipe, The hourly F Rating of the firestop system is equal to the hourly fire rating of shall include the following construction features: percent to max 45 percent of the aggregate cross—sectional area of the �/ / P the wall assembly in which it is installed. A. Studs Wall framing shall consist of either wood studs or channel shaped opening. Cables to be rigidly supported on both sides of floor or wall assembly. �T� O conduit or tubing to be rigidly supported on both sides of floor or wall 2. Walk Sbere — Max 4 in. diam cylindrical sleeve fabricated from min W assembly. The following types and sizes of metallic pipes, conduits or steel studs. Wood studs to consist of 2 by 4 in. (umber spaced 16 in. Any combination of the following types and sizes of metallic conductor or fiber 1� tubingy may be used: 0.016 in. thick (28 gouge) galy sheet steel and having a min 1 in. lop along OC. Steel studs to be min 2-1/2 in. wide, fabricated from min 25 MSG optic cable may c used: C4 04 A. Sbd � — Nom 3 in. diam (or smaller) Schedule 10 (or heavier) the longitudinal seam. Length of steel sleeve to be equal to thickness of galvanized steel, spaced max 24 in. OC. A Max 50D kcmil single copper connector power Coble with thermoplastic steel pipe. wall. Sleeve installed by coiling the sheet steel to a diam smaller than the B. Gypsum Board* 5/8 in. 4 ft wide with square or tapered edges. The insulation and polyvinyl chloride (PVC) jacket. When single copper O B T — Nom 3 in. diam or smaller Type L or heavier through opening, inserting the coil through the opening and releasing the coil um wallboard type, number of layers and sheet orientation shall be as conductor power cable is used, T Rating is 0 hr. Capp r ( ) YP ( ) to let it uncoil against the circular cutouts in the gypsum wallboard layers. specified in the individual U300 or U400 Series Designs in the UL Fire B, Max 350 kcmil single conductor power cables with either aluminum or C copper tubing Sleeve may also be formed of No. 8 steel wire mesh having min f in. !a copper conductors and cross—finked polyethylene XPLE Insulation. When �+ C Copper Pipe — Nom 3 in, diam (or smaller) Regular (or heavier) copper 9 p Resistance Directory. Max diam of opening is 4 in. ppe ( ) pips along the longitudinal seam. D. CpMurR — Nom 3 in. diam (or smaller) electrical metallic tubing or 3 Cables — Aggregate cross—sectional area of cable in opening to be max 2. Mettle SWW — Opllarld The nominal 4 in. diam steel electrical metallic single aluminum conductor power cable is used, T Rating is 0 hr. steel conduit. 33 percent of the cross—sectional area of the opening. The annular space tubing (EMT) or Schedule 5 steel pipe friction fit into wall assembly and installed When single copper conductor power cable is used, T Rating is 1/2 hr. flurn with wall surfaces. C. Max 300 pair No. 24 AWG copper conductor telecommunication cables with 3 Pipe Ct>rerlrrg+ — (Optional) — Max 1 in. thick hollow cylindrical heavy between the cable bundle and the periphery of the opening to be min Y in. 3. Codes Aggregate cross — sectional area of cables in cable troy to be max 25 polyvinyl chloride (PVC) insulation and jacket material. When telecommunication rY 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. owNRRrnsvpi orRR density (min 3.5 pcf) gloss fiber units jacketed on the outside with 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 AWG cable with polyvinyl chloride (PVC) service jacket. Longitudinal joints sealed with metal fasteners or factory— ductor cables may be used: applied self—sealing lop 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. insulation and jacket material. When multi—connector power cable is used, VAIL RESORTS / (PVC) 1 Any combination of the following types and sizes of cables may be used: T Rating is 0 hr. DEVELOPMENT 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. E. Max 7/C copper conductor No. 12 AWG multiconductor power and control A 6 pair — No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation cables with PVC or cross—linked polyethylene (XLPE) insulation and PVC COMPANY annular space of 1 -1/2 in. is required within the firestop system. The T C. Type RG 59/U coaxial cable with polyethylene (PE) insulation and jacket. and PVC jacket. Rating is 1 hr when 1 in. thick pipe covering is used. The T Rating is D. Multiple fiber optical communication cable jacketed with PVC and having 0 hr. when pipe covering is less than 1 in. or is omitted. B: 24 fiber optic cable with polyvinyl chloride (PVC) outer and subunit jacket. jacket. When multiconductor power and control cable is used, T Rating is AVON, COLORADO See Pipe and Equipment Covering — Materials (BRGU) category in a max OD of in. 3 4 hr. E. Max 3/c No. 12 AWG copper conductor steel clad cable. C. Type RGU/59 coaxial Coble with polyethylene (PE) insulation and polyvinyl / ARCMTECrOF xemeo the Building Materials Directory for names of manufacturers. Any pipe 4, Feeseiop — The firestop system shall consist of the following: (PVC) jacket. F. Multiple fiber optical communication cables jacketed with PVC and having a max covering material meeting the above specifications and bearing the D . The 2/C No. 10 AWG cable with round with polyvinyl PVC Insulation and outside diam of 1/2 in. When fiber optic Coble is used, T Rating is 3/4 hr. UL Classification Marks with a Flame A Packing Materials Min 2 ly in. a 2nto in. thickness a min 4 f mineral 9 ( ) Marking Spread index of 25 or less and wool butt insulation firmly packed into opening on one side of the wall as , l G. Max 3 C copper conductor No. 12 AWG with Bare aluminum round, polyvinyl � � �l jacket. / PP 9 d, ■ I a Smoke Developed Index of 50 or less may be used. chloride PVC insulated steel, Metal—clad cable+. When MC cable is used, permanent form for 1 and 2 Hr walls, respectively. Packing material to be E 3/C No. 12 AWG Coble with polyvinyl chloride (PVC) insulation in a nominal (PVC) 4. Poddttg WIN in — Min 4 in. thickness of min 4.0 pcf mineral wool bott recessed from the room side of wall as required to accommodate the 1/2 in. flexible metal conduit, T rating is 0. Insulation firmly pocked into opening as a permanent form. Packing AFC CABLE SYSTEMS INC material to be recessed from top surface of floor or from both surfaces required thickness of fill material. 4. Fill, Void or Cafe Maheriap Putty — Min 5/8 in. thickness of fill material applied 4. PoeMrrg Material Min 2 in. thickness of min 4.0 pcf mineral wool butt insulation Denvft, Cabiado of wall as required to accommodate the required thickness of fill B. Fill, Void or Cavity Material—Sealant* — Min i in. thickness of fill material within annulus flush with both surfaces of wall. fill material to be forced into q q applied within sleeve, flush with surface of wall. interstices of cable bundle to the max extent possible on both surfaces of wall. firmly packed into opening as a permanent form. Packing material to be recessed MASMM material. 112 in. from t surface of floor or from both surfaces of wall as required to & � 5 FAI, Void or Cavty MablriaN — Sedan — Min 1 /2 in. thickness of fill Hilti Construction Chemicals, div. of HILTI, INC. Additional fill material to be installed such that a min 1/4 in, crown is formed / op q DRUGNARCHrEIRC•r material applied within the annulus, flush with top surface of floor or FS—ONE Sealant around the cable bundle and lapped over the steel sleeve. accommodate the fill material. with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DN OF 5. FM, Void or Do * MatmiiaN — Sealant Min 1/2 in. thickness of fill material HARTIHOWERTON *Bearing the UL Classification Marking HILTI INC — CCTIO FiHEMI P applied within the annulus, flush with top surface of floor or with both surfaces of wall. NW MW1'aRK HILTI CONSTRUCTION CHEMICALS, DN OF * p Putty Stick HILTI CONSTRUCTION CHEMICALS, DN OF HILTI, INC. — FS—ONE Sealant Bearing the UL Classification Marking HILTI INC -- FS—One Sealant. *Bearing the UL Classification Marking srROCrURAL FWaNBRR *Bearing the UL Classification Mark NONROE@NRWMIENGDIHWLNC AVON,COLORADO NRCHANICALRLEMICA .MOGUCERK W&KING1NHMINC AVON,ODLORADO CIyH.1 RO - ALPRJR SNGINRIDIRERIN IG,LNG VAD., COLORADO PROJECT NUMBER: 20900.00 L%UE REVISION DATE 04 CONST DOC FOR PBRMTT 07.23.04 05/06 CONST DOC 08.13.04 07 BLDG 2/CONST, 09.0204 08 BLDG. 3/CONSr. 09.24.04 09 BLDG. 4/CONST. 10.11.04 10 BLDG. 5/CONST. 10.25.04 5B FINAL CONST 01.03.05 6A/7A/8A/9A/I0A/11 FINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 m N d aJ S U1 O Q FIRESTOPPING DETAILS TUNNEL & RESIDENCES N N N MULTIPLE METAL PIPES CABLE BUNDLE IN GYPSUM CABLE BUNDLE IN CABLE BUNDLE IN E IN CONCRETE : 3 - HR RATING SHAFT WALL : 2 - HR RATING GYPSUM WALL : 2 - HR RATING 1 CONCRETE : 3 - HR RATING A552 o SCALE: N.T.S. WL-3167 SCALE: N.T.S. wL—slit SCALE: N.T.S. CAJ—sons F SCALE: N.T.S. cIw—eau System No. FF-D-1011 System No, FW-11-1011 System No. W-L-8019 System No. W-L-8019 © 200 4th]? Fjtg� INC. Assembly Rating - 3-Hr Assembly Rating - 3 Hr t+9 Nominal, Joint Width - 3-1/2' F Rating - 1 and 2 Hr (See Items 1, 3 and 4> F Rating - 1 and 2 Hr (See Items 1, 3 and 4> Nominal Joint Width - 3-1/2' T Rating - 0, 1/2, 11 1-1/2 and 2 Hr (See Item 2) T Rating - % 112, 1, 1-1/2 and 2 Hr (See Item 2) E. RANDAL Class II Movement Capabilities - 14% Compression or Extension Class II Movement Capabilities - 14X Compression or Extension FAD JO HNSAN JlFireft 1 2. Through Penetrant One metallic pipe, conduit or tube to be installed Deither concentrically or eccentrically within the f� F C B ° . ° '• firestop system. The min annular space between the pipe, conduit or tube and the periphery of the opening shall be �E 0 F �vS �k 38 min. 0 in. (point contact). The annular space between adjacent penetrants shall be min 3-1/2 in. The following types . D and sizes of metallic pipes, conduits or tubes may be used: � _ ° 1 Steel Pipe Nom 4 in. diam (or smaller) Schedul 10 (or heavier) steel pipe. B d a ° l l 1 l " 1 1 ° � � • '° � ' . 'a • ' :• •• 111 tl • ' . Iron Pipe Nom 4 in. diom (or smaller) cost or ductile iron pipe. A l t l l l ° ° , ' Ill ti ti V ; , Conduit Nom 4 in. diam (or smaller) rigid steel conduit. d ' e. :� l 1 l 1 l l l l • � '�' .a . 11 All - . fi Conduit Nom 4 in. diam (or smaller) steel electrical metallic conduit. (^ l l l l l l l l l a a • •. tt ttt Copper Tubing Nom 4 in. diam (or smaller) Type L (or heoviec) copper tubing. l 1111111 l ' 4. ; '. : ' , CopperPipeeNNamr4 in. diam or smaller Regular or heavier) copper pipe. w 1 l 1 l l l l l l Flt, +� Foam Fill material applied within annulus flush with both surfaces of the wall, Min fill r 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. u . L zH ° E �E A Q 2, Steel P'pe Nom 8 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. W 1=4 3 Pipe Covering Materials Nom 1 -1 /2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed 1. Asaanbly Min 4- 1/2 in. thick reinforced lightweight or normal weight (100- 150 pcf) structural concrete. Wall on the outside with on all—service jacket. Longitudinal joints sealed with metal fasteners or facto a lied, A may also be constructed of any UL Classified Concrete Blocks*. 9 factory— ro 3 4 self—sealing lap tape. Transverse joints secured with metal fasteners of with butt tape supplied with product. The min ,. _ ,- 2 a. ,, 2 2 U 1 A See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. space between adjacent penetrants shell is 2 in. ,. See Pipe and Equgsrrrad Covering — Materiels (BRGU) Category in the Building Materials Directory for names of "`�G'• -•`s"* _ manufacturers. Any pipe covering meeting the above specifications and bearing the UL Classification Marking with a H R 1, Floor Assemby 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) tructural concrete. r;;; � YJ 4 ( P ) Flame Spread Index of 25 or Less and a Smoke Developed Index of 50 or less may be used. : • ^/ 0 1 :'� ' Fly ..., 4 s. 4. Fill, Void or Ctnay ItoteiraN – Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill l) 2 Joint Syebm Max width of joint (at time of installation of joint system) is 3-1/2 in. The joint system is designed 36 Joint Sydem Max separation between edge of floor and face of wall (at time of installation of joint system) is material thickness for 1 hr F Rating s 4-3 4 in. Min fill material thickness for 2 hr F Rating is 6 in. 2 3 4B 3B 3 to accommodate a max 14 percent in compression or extension from its installed width. The joint system shall consist 3-1/2 in. The joint system is designed to accommodate a max 14 percent in compression or extension from its 9 / " V of the following: installed width. The joint system shall consist of the following: A ^y F F FDZESTD2 CDNFIGUtATIDN A FDB:STQP CQ* I(1lNlATDB1 B FDZESTa' CRfIGURATD]N C FBIESTDP CO MTEN D A. Forming Material Min 4 pcf mineral wool butt insulation installed in joint opening as a permanent form. Pieces A Forming Material Min 4 pcf mineral wool butt insulation installed in joint opening os a permanent form. Pieces 2. Flexibb Conduit Nom 1 in. didm (or smaller) flexible steel conduit. The min space between adjacent penetrants shall of halt cut to min width of 4-1/4 in. and installed edge–first into joint opening, parallel with joint direction, of butt cut to min width of 4-1/4 in. and installed edge–first into joint opening, parallel with joint direction, be 3-1 /2 in. 2 4 r such that butt 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 and that the compressed butt sections are 3. Fill, Vold or Cavity Mabird* — Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill recessed from top surface of the floor as required to accommodate the required thickness of fill material. recessed from top surface of the floor as required to accommodate the required thickness of fill material, material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in.Adjoining lengths of butt to be tightly butted with butted seams spaced min 24 in. apart along the length of Adjoining lengths of butt to be tightly—butted with butted seams spaced min 24 in. apart along the length of the joint. joint.FlBREX INSULATIONS INC -- FBX Sating Insulation �— � — � ` W O FlBREX INSULATIONS INC -- FBX Sating Insulation 2. Steel Duct Nam 6 "in. diam (or smaller) No. 28 gauge (or heavier) golve steel duct. The min space between adjacent penetrants shall be 1 -1 /2 in. JZ O 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 114 in. thickness of fill material applied within the joint, flush 3. FW. Vod or Ct * llabrfoR — Foam Fill material applied within annulus flush with both surfaces of the wall. Min fit d 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 HILT] CONSTRUCTION CHEMICALS, DN OF Bearing the UL Classification Mark FDIESTDP CdFIGURATI[N E FIRESTDP CdFIGURATIa1 F FDiESTUP (XIIIFIGIAtATI[N G HILTI INC -- CP601s Elostomeric Firestop Sealant HILTI INC -- CP601s Elostomeric Firestop Sealant *Bearing the UL Classification Mark * 1. Wall Assent* The 1 or 2 hr fire—rated gypsum board/stud wall assembly shall be constructed of the materials and Beohng 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 = 341R, and shall include the following construction features: oWNWDEVeuorex T RATING = 0-HR. A. Studs Steel studs 3- 1/2 in. deep, fabricated from 25 MSG gory steel, spaced max 24 in. OC. B. Gypsum Board* The gypsum board type, number of layers, fastener type and sheet orientation shall be as VML 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 hourty fire rating of the wall asembly in which it is installed. COMPANY 2. Through PerbEroub 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 ARCHMICrOFMCOND 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 ,1*MMTEaMJ 2 table below. Any combination of the following firestop configurations detoiled herein may be used: .3 F mtop Configuration 1 Hr F Ratsg 2 Hr F Rating 5 T Rating Hr T Rating Hr DNwa, cola°do A 0 1 /2 ;•.r. �; i'-•< B 1 1 -1/2 xm+ssrean.+nIM C 1/2 1 DIffiGN ARQQIECI' D 0 0 1 E 1 2 HART I HOWERTON F 0 0 MWv0XK,tatwVoarc G 0 0 SECTIDN A-A 61711I)CMUL ENGUAM F A M0NWrs&NRWMi8rx DiM11 RX 2 3 A AVON,COLOP°DO 2. Cobbs Max 4 in. diam tightly bundled cable. The min space between adjacent penetrants shall be 4 in. Cable bundle may e an combinatio of the following types and sizes of cables: NECHANrcer.,a,a-!As•'. ENCTOW rt Y Y 9 YP x-EENGDOM ,Eac G. Max 25 pair No. 24 AWG copper telephone cable with polyvinyl chloride (PVC) insulation and jacket materials. AVON•C°LORADD H. Max 7/C No. 12 AWG cable with PVC insulation and jacket materials. CIVD.ENGDMr I. Multiple fiber optical communication cables with PVC jacket material and having a max outside diameter of 3/8 AiPWAR, COLORADG.ndC VAR,COLORADO in. 19 Floor or Will Amer" — 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. al weight (100-150 pct) concrete. Wall may also be constructed of K. Max 3/C No. 8 AWG cablew with ground with PVC insulation and jacket materials. PROJECrNUMBER: 20900.00 norm any al 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 Fit, Void or Co* NatariaN – Foam Fill materiial applied within annulus flush with both surfaces of the wall. Min SUE REVISION DATE See Concrete Blocks (CAZT) category in the Fire Resistance Directory for fill material thickness for i hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. names of manufacturers. 04 CONST DOC 2. Cable Tray * – The following types of cable trays may be used: FfrmtoD B� A. Max 24 in. wide by max 4 in. deep open ladder cable tray 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 FOIL PERMIT 07.23.04 channel—shoped side roils formed of min 0.050 in, thick steel with heavier) copper pipe. Min space between adjacent penetrants shall be 3 in. 05106 CONSTDOC 08.13.04 A—shaped rungs spaced 9 in. OC. 3. Tube hreubtion — PImft+ Nom 3/4 in. thick acrylonitrile butodiene/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 BIDG. 2/CONST. 09.02.04 formed of min 0.097 in. aluminum with 7/8 in. wide by 1 in. deep See PlmtiCS+ (QMFZ2) 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 BIDG. 3/CONST. 0924.04 A max of three cable trays to be installed in the opening. Of the three Classificationof 94-5VA may be used. 09 BLDG. 4/CONST. 10.11.04 cable troy only one may be aluminum. The annular space between the 4. Faestop Syatern 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 tray 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 watt assembly. 5B FINAL CONST 01.03.05 3. Cobbs — 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 i hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. 6A/7A/8A/9A/10A/11 max 20 percent of the cross—sectional area of aluminum cable tray, FINAL CONST 01.03.05 based on a max 3 in, cable loading depth within the cable tray. Any 01 combination combination of the following types and sizes of copper conductor cables may be used: 2. Polyvinyl Chloride (M) Pips 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. B. 7/C No. 12 AWG copper conductor cable with PVC insulation and 3. Firestop 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. Farms (Not Shown) — Used as a farm 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. during installation. Forms to be a rigid sheet material, cut to fit the Min fill material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. contour of the penetrating item and positioned as required to accommodate the required thickness of fill materials. Forms may be removed after fill n material has cured. 5 Fll, Vold or Cm* MoterkP - Mortar - Min 2- 1/2 in. thickness of fill F I R E STO P P I N G material applied within the annulus. Fill material is mixed at a rate of 2.5 parts dry mix to one part water by weight in accordance with the installation DETAILS instructions material. HIL11 CONSTRUCTION CHEMICALS, DIV OF TUNNEL & RESIDENCES HILTI INC — Type FS635 or CP636 v *Bearing the UL Classification Marking a CONCRETE FLOOR TO CONCRETE FLOOR TO CABLE TRAYS IN MULTIPLE PENETRATIONS IN E FLOOR JOINT : 3 - HR RATING WALL JOINT : 3 - HR RATING CONCRETE : 3 - HR RATING GYPSUM : 1 OR 2 - HR RATING A553 SCALE: N.T.S. 3 SCALE: N.T.S. rwD—tort SCALE: N.T.S. crw—aot7 SCALE: N.T.S. wL—sore FFD-1011 v u A 1 /8" TO 1 /4" GAP NOTE: DELETE CAVITY © © 2004 42140 ARCHITECTURE, INC. '4 FILLED WITH FIRE SIDE LAYER OF GWB VARIES 1 /8" TO 1 /4" GAP FILLED RATED SEALANT. WHEREFURRED WALL � �F CQ OCCURS WITH SEALANT. ASSEMBLY ASSEMBLY SHALL BE LQ I ^ SHALL BE AIR IMPENETRABLE, AIR IMPENETRABLE. 3" I TYP. Q STRUCTURE (1 ) LAYER " TYPE � "X" GWB � E. RA '�A.L BOTTOM OF SLABJ, HEAD METAL CEILING RUNNER VAPOR RETARDER ON © tx or 2x WOOD /V\ .1C�I'i ��1 SIDING (RE: EXT. x ( WOOD TOP PLATES FIBER BAIT, TYP. INSIDE FACE OF WOOD ELEV'S) X a STUDS (TYP.) £ WIN LAYERS �" TYPE 'X' SHAFT SIDE OUTSIDE 3 STONE VENEER B WITH STAGGERED INSIDE FURRED STUD WALL FULLY GROUTED I JOINTS WEATHER-RESISTANT It RE: PLANS FOR I WITH FLASHING HEAD I 2 LAYERS i" TYPE 'X' 1 " LINER BOARD Em I ( 2X6 WOOD STUDS ® 16" BARRIER O A AN W GWB WITH STAGGERED D P WALL TYPE) I I EE SILL p a s HOLES JOINTS (2) LAYERS TYPE "X" �" GWB O.C. WITH 5�" FIBER GATT Q C © METAL J-RUNNER SHEATHING III PLYWOOD OUTSIDE PROVIDE ADDITIONAL LAYER A 2X6 WOOD STUDS riTiy INSIDE I I OF GWB WHERE MASTER VARIES r , WEATHER- BEDRM. OCCURS ¢ t /8" TO 1 /4" GAP V I RESISTANT FILLED WITH FIRE E ALANT.a p BARRIER RATED SSEMBLY4 SHALL BE FIRE ASSEMBLY 0 GRID I AIR IMPENETRABLE. W 04 1 " LINER BOARD PER UNDERWRITERS LABORATORIES INC. : A PLAN BXUV.U3569 Design No. U356 �1 2 " C-H STUD 0 24" D.C. lo� O 8„ T t F-I " AIRSPACE, MIN. (2) LAYERS TYPE "X" R" GWB I,1 I PROVIDE ADDITIONAL LAYERS w H [PER UNDERWRITERS LABORATORIES INC.: OF GWB AS REQ'D. PER DTL �" 2x6 WOOD STUDS XUV.U356, Design No. U415 2/A535 SIM. Q F+h O 0 16" O.C. 8 I 2 - HR SHAFT WALL 1 - H EXTERIOR WALL @ WD . SIDING 5i" BATT INSULATION B 1 /2- x V SILL I ' L SCALE. , , 2 = , —0 UL U3M sic NA /1 • I FILL 3" CAVITY WITH SCALE: 1 = 1 —0 � t5 � src � W F�1 x I MINERAL WOOL, APPROVED © W W AS FIREBLOCKING r'"'t 1 — HR _EXTERIOR WALL 0 CONC " FEIN . - ' TOP WOOD SILL PLATE � " u v) /^� b NOTE: DELETE CAVITY 1 V VE• , 1/2- , -0 SIDE LAYER OF GWB (1 ) LAYER �" TYPE 1 /8" TO 1 /4" GAP FILLED WHERE FURRED WALL WITH SEALANT. ASSEMBLY OCCURS. 43„ "X" GWB STUCCO SYSTEM W D SHALL BE AIR IMPENETRABLE, VAPOR RETARDER ON psi TYP. © INSIDE FACE OF WOOD WEATHER-RESISTANT © PROVIDE ADDITIONAL LAYER STUDS (TYP.) BARRIER O OF GWB WHERE MASTER STRUCTURE BEDRM. OCCURS HEAD INSIDE OUTSIDE WOOD TOP PLATE(S) PROVIDE VAPOR A WOOD STUDS 0 16" O.C. }" PLYWOOD BARRIER WHERE A WITH 5�" FIBER BATT SHEATHING ON STEAM SHWR. OCCURS 1 2X6 WOOD STUDS OwNlWDEVffiDrme nil BATHROOM SIDE 1 t VAIL RESORTS �3WB LAYERS AGGEREDX DEVELOPMENT JOINTS 5/8" GREEN BOARD SILL FIRE ASSEMBLY COMPANY GRID FILL CAVITY WITH MINERAL 5/8" GWB PER UNDERWRITERS LABORATORIES INC.: AVON, COLORADO WOOL, APPROVED AS FIREBLOCKING BXUV.U356, Design No. 0356 Q I ARCHrrECr� � WOOD SILL PLATE t PLAN nEX�'KRIOR WALL 0 DEMISING 2X6 WOOD STUDS 2x6 WOOD STUDS A 8 0 16" O.C, TYP. K __.. . . . , , ._ .. . , PROVIDE ADDITIONAL LAYERS - - GREEN BOARD OF GWB AS REQ D. PER DTL. ARCrRrEC�„aE (2) LAYERS ilt TYPE 'X' 2/A535 SIM. �,, ,, ® GWB WITH STAGGERED © FIBER BAIT K3 EXTERIOR WALL ® ENTRY 2X4 WOOD STUDS PER GYPSUM ASSOCIATION FIRE JOINTS PLAN MAn%RPLANNER DELETE FIBER BATT & GWB & RESISTIVE DESIGN MANUAL ( 16TH PROVIDE STUCCO SYSTEM BOTH DEWN AHCHIlMC[ PROVIDE ADDITIONAL LAYER HART HOWERTON ED.) GA FILE NO. 3820 `" � SIDS NsmYONvvoax OF GWB WHERE MASTER WOOD STUDS 0 16' O.C. BEDRM. OCCURS " GWB K2 ' ' IOR WALL ® IERS 2X4 WOOD STUDS NOTE: ANY LATERAL BRACING CONNECTION DELETE FIBER BATT & GW8 SHALL EMPLOY A CAVITY SIDE OE&N WBILEOII• G eeoNROS a Ne WBIL sNC>NSees,DX NOT USED RUBBER-IN-SHEAR ISOLATED SWAY WALL 2X6 WOOD STUDS 2X4 WOOD STUDS AVON,COLORADO T1 BRACE, TYP 0 DEMISING WALLS. Nj)BATHpRq00RFM SCALE: , , src as K1 EXTER OR WALL ® SKI CLST. NBCHANICALELECrRWA. ENGD.DD;II �J DELETE FIBER BATT M-RW4GDWRR%,I C AVON,COLCRADO 2X6 WOOD T NOT USED R 2 — HR DEMISING WALL N BATHROOM WAIL 2X4 WOOD STUDS A K l .HR EXT . WALL @ STUCCO 13 sTu AIPDcrm , SCALE: 1 VARIES A6 " 0 2X6 WALL NOTE: FLOOR PLANS PROJECT NUMBER: 20900.00 "MIN. 4j" 0 2X4 WALL GRAPHICALLY INDICATE THICKNESS OF TYP. FRAME ISSUE REVISION DATE WALLS (2X4 OR 2X6) HEAD I I - STRUCTURE 1 '— t ,. 06 CONSTDOC STRUCTURE FOR PERMIT 08.13.04 WOOD TOP PLATE(S) HEAD PRIMARY WALL WOOD TOP PLATE( ( 1 ) LAYER " TYPE 07 BLDG. 2/CONST. 09.0204 (RE: PLANS FOR A8 WOOD STUDS 0 1 "X" GWB STONE VENEER Q ® BI,DG. 3/CONST. '09.24.04 FULLY GROUTED WALL TYPE) 16" O.C. , TYP. VAPOR RETARDER ON WITH FLASHING A A © 5 8" GWB INSIDE FACE OF WOOD AND WEEP HOLES 8 BIB• 4/CONST. 10.11.04 � � / FIBER BATE STUDS (TYP.) " FIBER GATT, TYP. OUTSIDE 10 BIDG. 5/CONST. 10.25.04 PROVIDE VAPOR SILL I I RETARDER 0 WARM SIDE INSI �6A/7A/SA/9A/IOA/IS DE OF EXT. WALLS, TYP. SILL WEATHER-RESISTANT FINALCONST 01.03.05 BARRIER SILL PLATE WOOD STUDS 0 16" O.C. 16 ADDENDUM 5 05.16.05 mol WOOD SILL PLATE ® WITH 54" FIBER BATT }" PLYWOOD SHEATHING ON 5/8" GWB 2X6 WOOD STUDS WOOD STUDS 0 76" PLAN O.C., TYP. WOOD STUDS 0 16" O.C. 7 t PLAN FIRE ASSEMBLY s A PRIMARY WALL 8 5/8" GWB ON EACH (RE: PLANS FOR SIDE OF STUD PER UNDERWRITERS LABORATORIES INC.: a WALL TYPE) © BXUV.U356, Design No. U356 . NTERIOR WALL 2x6 WOOD STUDS 1U DELETE GWB 0 ATTIC SIDE of nEXTERIOR WALL ® DEMISING 2xs wooD STUDS i STUDS � yNOT UUSED WALL - ;� WALL TYPES mQ2 U , , zx�'�AI,I, 2X6 WOOD 1V0T U� D PROVIDE ADDITIONAL LAYERS a OF GWB AS REQ'D. PER DTL RESIDENCES DELETE GWB & FIBER 2/A535 SIM. BATT 0 ATTIC WALLS nEXTERIOR WALL PIERS FUR 2X4 WOOD STUDS D INTERIOR WALL 2X6 WOOD STUDS 2x4 WOOD STUDS J1 r Q 1 LUMP,, - , M 1 �E: 1 1 2' ,0 DELETE FIBER B�Tr & GWB CAVITY SIDE l$� A61 1 E 2X6 NOT USED (1 FURRED WALL 2X6 WOOD STUDS INTERIOR WALL 2X4 WOOD STUDS (D-LUE'- IiR EXTERIOR WALL ® STN . STUDSOOD —0 M SCALE , , /2 = , —0 , , 2 , '-0° UL 356 sro NA ti © DOOR SCHEDULE DOOR SCHEDULE (CONT"I 2004 42140 ARCHITECTURE, INC.CQtQ9 DOOR ROOM NAME SIZE DOOR FRAME SIZE DOOR FRAME LABEL HARDWARE IREMARKS N0. LABEL HARDWARE REMARKS DOOR ROOM NAME E. RA AL WIDTH HEIGHT THK. TYPE MAIL MAIL HEAD JAMB THRESHOLD (MIN.) SET N0, LMD**HT THK TYPE MATL MAIL HEAD JAMB THRESHOLD (MIN. SET JOH ON UNIT TYPE A ® A UNIT TYPE B A ® T076 LOWER ENTRY - - - - HM / PT HM/ PT - - - 180 - Refer to Tunnel Constudlon Package T08B GARAGE ENTRY - - - - HM / PT HM/ PT - - - 180 - Refer to Tunnel Construction Package T07C GARAGE 16 - - - - HM / PT HM/ PT - - - 90 - Refer ID Tunnel Construction Package T07C DUMBWAITER - - - - HM / PT HM/ PT - - - 90 - Refer t0 Tunnel Construction Padkage T07D MECHANICAL - - - - HM / PT HMI PT - - - 180 - Refer to Tunnel Construction Package T07D MECHANICAL ® - - - - HM / PT HM/ PT - - - 180 - Refer to Tunnel Constnx tion Package A001 CLOSET Pr. 1'-6" T-0" 1314" A WD / ST WD / ST 10/A712 9/A712 - 03 8001 8"LOWER ENTRY 2'- ?%W 1314" A WD / ST WD / ST 10/A712 91A712 - O6 w A001B STORAGE 3'4 " T-0" 13/4" A WD / ST WD / ST 10/A712 9/A712 - 06 BOUIB LOWER ENTRY 21-6" T-0' 1314" A WD / ST WD / ST 10/A712 91A712 - 06 V A002A BATH 1 A 2'4' 7%-0" 13/4" A WD / ST WD / ST 10/A712 9/A712 - 02 STORAGE Zr 3'-4" 1314" A WD / ST WD / ST 10/A712 9/A712 06 Low Door to UnderShalr Storage z O A003A BEDROOM 1 2'-8 T4 " 1314" A WD I ST WD / ST 1 OIA712 9/A712 - 02 B004A FAMILY ROOM 4'-9 314" x W-2' (unft) B G / ST WD / ST 6/A712 7/A712 NA535 - 05 Slider A003B BEDROOM 1 Pr. 2' T-0" 13/4" A WD / ST ST WD / ST 10/A712 9/A712 - 08 Bi pass BEDROOM 2 2'-8" T-0" 13/4" A WD / ST ST WD / ST 10/A712 9/A712 - 02 A -0" A BATH 2 2-" T-0" 13/4" A WD / ST WD / ST 10/A712 9/A712 - 02 BOOBB BEDROOM 2 Pr. l'-10" T-0" 13/4" A WD / ST WD / ST 101A712 9/A712 - OB %Pass (j Q A004B BATH 2 24" T4 " 134" A WD / ST WD / ST 10712 91A712 - 02 B007A BATH 2 24" 7'0 13/4" A WD / ST WD / ST I OIA712 WA712 - 02 w ed BEDROOM 2 248" T4 " 131C A WD / ST WD / ST 10/A712 9/A712 - 02 BOOBA BEDROOM 1 2.8" T-0" 1314" A WD / ST WD / ST 10/A712 9IA712 - 02 ay O A0058 BEDROOM 2 Pr. 1' 8" T4 " 13J4" A WD / ST WD / ST 100A712 91A712 - 08 BI-Pass B008B BEDROOM 1 Pr, 2-8" T4 " 13/4" A WD / ST WD / ST 10/A712 91A712 08 Bi-Pass A007A FAMILY ROOM 4'-9 3/4" x 9'-2' (unit) B G / ST WD / ST 6IA712 7/A712 3IA535 - 05 Slider B009A BATH 1 24" 11 13/4' A WD / ST WD / ST 101A712 91A712 - 02 A0076 STORAGE 2.6' 3'4" 1314" A WD / ST WD / ST 101A712 WA712 - 06 Love Door to Under-Stair Storage ® B009B BATH 1 24" T40" 13/4" A WD / ST WD / ST 101A712 9IA712 - 02 w W y V � Al SKI CLOSET 2'-6" T-0" 13/4" A WD / ST WD / ST 10/A712 9/A712 - 07 Provide weather stripping 010 SKI CLOSi 2-6" To 1314" A WD / ST WD / ST 10/A712 91A712 - O7 z A103A ENTRY & SIDE LITES 6'-21/2" 8'40" 21/4" C WD / ST WD / ST 3IA712 2IA712 8IA531 01 Ardtad top 3'4' wide door. 8103A ENTRY Y0 8'-0" 21/4" Cl WD / ST WD / ST 3IA712 2IA712 8/A531 - 01 Arched top door. W A103B CLOSET ANPrI T-0" 1314' A WD / ST WD / ST 1 OIA712 91A712 - 03 B103B ENTRY Pr. 1'-6" 7'-0' 1314" A WD / ST WD / ST 1 O/A712 9/A712 03 A103C DUMBWAITER - - HMI PT HM / PT - 8IA712 - 90 04 Refer to Tunnel Construction Package B104A UTILITY 24" T-0" 1314" A WD / ST WD / ST 101A712 9/A712 - 06 A103D DUMBwAnM2A VERIFY 2.8" 13/4" E WD / ST WD / ST 8IA712 Door tD Conceal Rated Metal Door B104B DUMBWAITER - - HM /PT HM / PT - - - 90 04 Refer to Tunnel Construction Package V A104A POWDER 2'-4" A WD / ST WD / ST 10/A712 9/A712 2 Al DUMBAITER VERIFY 2$ 1314 E WD / ST WD / ST ST 8/A712 Door to Conceal Rated Metal Door 13/4" W A107A DINING ROOM 5'-10" x 8'-Y (unit) B G / ST WD / ST 6/A712 71A712 5IA532 - 05 Slider. B1 POWDER -4 T 13/4" A WD / ST WD / ST 10/A712 9/A712 - 02 Al 10A. MASTER BEDROOM 2'-8" T4 " 13/4" A WD / ST WD / ST 10/A712 91A712 - 05 8108A DINING ROOM 5'-10" x 8'4" (unft) B G / ST WD / ST 61A712 71A712 5IA532 - 05 Sliding patio doors. OVNMVDfiYMDM All 1A MASTER BATH 2-4" 7740" 1314" A WD / ST WD / ST 1000712 9/A712 - 02 VAIL RESORTS AlIlB MASTER W.C. 2'-0" 71-0" 1314" A WD I ST WD / ST 1 OfA712 9/A712 - 02 B BATH 3 24" T-0" 1314" JAWD WD / ST ST WD / ST 1 O/A712 9/A712 - 02 DEVELOPMENT All MASTER CLOSET 2'-4" T-0" 1314" A WD / ST WD / ST 101A712 91A712 - 06 B BEDROOM 3 2'-8" T-0" 13/4' / ST WD / ST 1 O/A712 9/A712 - 02 COMPANY A11 UTILITY 2 $" T-0" 13/4' A WD / ST WD / ST I OfA712 9/A712 - O6 B203B BEDROOM 3 CLOS Pr. 3'-0" T-0" 1314" WD / ST WD / ST 101A712 91A712 - 06 Bapass AVON. COLORADO ARCHMICf OF REOORD B2D4A MASTER BEDROOM 2-8" T-0" 13/4" A WD / ST WD / ST 10/A712 91A712 - 02 A201A BEDROOM 3 2-8' 7' 0" 1314" A WD / ST WD / ST 1 010712 910712 - 02 B200 MASTER BEDROOM 4'-8" x T-21/4" (unit) D G / ST WD / ST 61A712 SIM 7/A712 5/A532 SIM - 10 French Inswing : J*PA BATH 3 24 T-0 13/4" A WD / ST WD / ST 10712 9/A712 02 B MASTER BATH 24" T-0" 13/4" A WD / ST WD / ST 1 O/A712 9/A712 02 ��,M A202B BATH 3 W.C. 24 " T-0" 1314" A WD / ST WD / ST 10/A712 91A712 - 09 Pocket door. B205B MASTER W.C. 2-4" T-0" 13/4" A WD / ST WD / ST 101A712 9/A712 - 02 DB1Xro`' c°I"'do CLOSET 3A TNT T-0" 134" A WD / ST WD / ST 10/A712 9/A712 - 06 B206A MASTER CLOSET 24" T-0" 13/4" A WD / ST WD / ST 1 OIA712 91A712 - 06 MnsaBRrr N� DffiIGN AACNIIBCC A203B CLOSET 3B 2-3" T4 ' 1314" A WD / ST WD / ST 10/A712 9/A712 - 02 NOTES: HART HOVUJ✓RTON BEDROOM 4 2'-8" T 0" 1314" A WD / ST WD / ST 101A712 9IA712 - 06 1. FINISHES: Refer SpekalcalonSedilxi08710. . Nawroax,nmvcroRR CLOSET 4A 2'4" T-0" 1314" A WD / ST WD / ST 1 O/A712 9/A712 - 06 2 Palo Do= taus been sdoduled and wordinated a= dog t0 "Eagle" spwk detail. If anotlrer manufacturer is selected pdm door skee may requ®e a*isknerft. FrAM vULENGDaM MONROH&N8WffiLENGR83MINC CLOSET 4B 2'4" T-0' 1314" A WD / ST WD / ST 10/A712 91A712 - 06 AVON `OLORM° BATH 4 2'-4" T-0" 13140 A WD / ST WD / ST 10/0712 910712 - 02 x4VBN C W BATH 4 W.C. 2'-0" T-0" 13/4" A WD / ST WD / ST 10/A712 9IA712 - 02 A MMENGROM DOOR MATERIAL LEGEND C2 . Provide ES PROJECT NUMBER: 20900.00 MATERIAL FINISH REMARKS ISSUE REVISION DATE I ng Elevations for operator indications. HM HOLLOW METAL PT PAINTED RE: ID Tem ered Safet Glazin where re uir ed b code . Door T e Elevations on this sheet indicate lazin that oa coxsrDOc P Y 9 9 Y YP 9 9 WD WOOD ST STAINED RE: ID FOR PERMIT 0723.04 mpered with the symbol T G ALUM. CLAD WOOD ST STAINED RE: ID 00 06 CONST DOC W/FULL LITE GLASS FOR PERMIT 08.13.04 ® 2x6 WOOD TRIM A BLDG. 2/cONST. 09.02.04 V-GROOVE A BLDG. 3/CONT 0924.04 SEE ID F INSUL 09 BLDG. 4/CONST. 10.11.04 DRAWINGS HOLE GLASS FOR DOOR MESQUITE WOOD SPECIFICATIONS ® 5 » NP . � 1�6A/A/8Af9A/l0A/1� � !DTENLD FINAL CONST 01.03.05 J �-Id Q"CO REVIEW CORRECTIONS 04.07.05 1 o w N is ADDENDUM 5 05.16.05 0ON w x 0 0 00 LLI I0 w 1 O w " O O w En N N 5 „ 3 „ " T w a In IT VERIFY TYPE C (MATH SIDELIGHTS & t+T T NECESSARY UDE FRAME T T o, PEEPHOLE DOOR) 0 1AFATHERSTRIPPI & STONE N TYPE C1 (WITH HALFLITE GLAZING) DOOR THRESHOLD SCHEDULE RESIDENCES 3'-0" SEE SCHEDULE 3'-0" 3'-0" SEE SCHEDULE L V E DOOR SECTION DETAIL A71 1 1 3" _ 1 •-0" A711.""" = DOOR TYPE A DOOR TYPE B DOOR TYPE C DOOR TYPE Cl DOOR TYPE D DOOR TYPE E 0 m U V © 2004 42140 ARCHITECTURE, INC. WEATHER—RESISTANT BARRIER �� 3/4" STUCCO SYSTEM 1 :7 - ' Q pF Cot ® WOOD SIDING, SIM DTL) 1L DRIP SCREED E. RA i J61i 'v+ MTL FLASHING W/ 1 /2" HEMMED EDGE AND 6" j0 EXTERIOR WALL EXTENSION UNDER WEATHER— SEE WALL TYPES SHEET RESISTANT BARRIER 3/4" STUCCO SYSTEM 3/4" STUCCO SYSTEM ��✓ . v q �ti� i 2X8 FIR HEAD 200 WOOD TRIM ® WEATHER—RESISTANT BARRIER TRIM SET FLUSH WRAP WEATHER—RESISTANT BARRIER ® STUCCO WALLS, W/ FIR EXTENSION OVER FRAME 3x10 WOOD TRIM SEE WALL TYPES SHEET AND ADZED IN 2X ® WOOD SIDING WALLS PLACE TO APPEAR 3x10 WOOD A \/J TRIM SET FLUSH AS SOLID TIMBER 2x8 WOOD TRIM HEAD TRIM W/ FIR EXTENSION wi AND ADZED IN © ® z PLACE TO APPEAR 0 AS SOLID TIMBER 1x4 WOOD TRIM p o ® 2x DOOR FRAME FIR 2x DOOR FRAME R EXTENSION C SEALANT & BACKER ROD ® � V SLIDING DOOR SYSTEM FIR EXTENSION � LIDING DOOR HEAD CLOSET DOOR HEAD C� ENTRY PORCH © FFRONT ENTRY DOOR HEAD A _ 3" = 11-0" - - _ A-DT-64.dwq !J 3" v 1 •-p" A-DT-31.d+rg ` J r3" = 19-0" A-DT-37.dwy V z A wo 0 f !� 3/4" STUCCO SYSTEM ® GYP. WALL BRD A WEATHER—RESISTANT BARRIER RADIUSED BEAD A SEE WALL TYPES SHEET STONE SILL BELOW 2x WOOD FRAME owrr> wDSV� oisx 2x6 WOOD TRIM VAIL RESORTS WOOD DEVELOPMENT GWB GWB CLAD WINDOW/DOOR SYSTEM WOOD EXTENSION EXTENSION SEALANT & BACKER ROD COMPANY INS AVON, COLORADO nxcWnlCroFm=lD SEE WALL TYPES SHEET — 3X8 HAND ADZED 2x DOOR FRAME 3X8 HAND ADZED FIR HEAD TRIM FIR HEAD TRIM I ,� I ® AlTiulECrul� DffiIGN A$CHIrBGT 2x6 WOOD TRIM L - - - - - - - - - 2x WOOD TRIM I SEALANT & HART HOWERTON BACKER ROD MMYOMNEWYORK SEE WALL TYPES SHEET ® WEATHER—RESISTANT BARRIER 2x DOOR FRAME MoNROTi VONO 313 e61OD+� urc WOOD EXTENSION 3/4" STUCCO SYSTEM AvoN,coT.oxAL t�c1TANTCAT.p' :_w•.: IDJCDII M-19 MWAWMS,INC CORNER BEAD STONE SILL BELOW AVON, COLORAW aVD.HNOII.DiPlt STONE SILL BELOW ATRM13''OMEAMNO•1NIC VA14 COLORADO 1 O INTE__ RIOR DOOR HEAD TYP . [()� SLIDING DOOR JAMB 4 CLOSET:` DOOR JAMB @ ENTRY PORCH A @W2 R JAMB @ ENTRY UNIT A A PROJECT NUMBER.• 20900.00 3" 1 -O" A-DT-63.dwg v 3" = 11-0" A-DT-62Awg 3" - 1 •-0" A-DT-42.dwp �" A-0T-46.My ISSUE REVISION DATE 06 CONST DOC AFOR PERMiT 08.13.04 GWB IV " RADIUSED CORNER BEAD A BIDG. 2/CONST. o9.oz.o4 INTO 1 1 /4" JAMB 08 BL13G. 3 1CONST. 09.24.04 RADIUSED BEAD 7/8 GWB 09 BLDG. 4/CONST. 10.11.04 WOOD EXTENSION 10 BLDG. S/CONST. 10.25.04 11/4" RADIUSED CORNER BEAD I INTO 1 1 /4 JAMB © I 1 1 /4 w JAMB /��/7A/8A/9A/10A/11 FINAL CONST 01.03.05 GWB I 2x DOOR FRAME 16 ADDENDUM 5 05.16.05 SEE WALL TYPES SHEET 2 1 1 /4" JAMB nil - A 1x6 WOOD TRIM 2x WOOD 6 - Y DOOR FRAME I ( "3PC" BASE TRIM CORNER (BELOW) 2x WOOD TRIM 3/4" BASE TRIM (BELOW) DOUBLE DOORS 2x6 WOOD TRIM SHOWN IN OPEN DOOR TYPES "3PC" BASE TRIM CORNER POSITION DETAILS (BELOW) 3/4" STUCCO SYSTEM RESIDENCES n 3/4" BASE TRIM g (BELOW) 9 I 00 JAMB TYP . � DUMBWAITER DOOR JAMB DOOR JAMB ® ENTRY ( UNIT B ) 3" = 1 �-D` A-DT-OtA.dwq 1 3" = 1 �-0` A_ A712 0 3" - 1l-0" A-DT-76Adwq DT-76.tlwg 3 o . w U © 2004 4240 ARCHITECTURE, INC. 5'-4° L 3'-4° 4'-8" 4'-0" 4'-8" '-8" 08 Q� I I �E CU� 4 gOO 5'-4" E. RAN L JOH N 2 1 IFOL T� LO Lo in 0 j 1 E 11 E E I co T.O. PLYWOOD SUBFLOOR — — — — — — — — — — TYPE A TYPE B TYPE C TYPED TYPE E TYPE F TYPE G TYPE H TYPE I w to 10'-4" � A V r N o I in W � 08 8'-0= a [Q� 08 8'-0° 08 10'-4" V 3'-3" 4'-8" i 4'-8° =N p N M I I I N I aJ � I n n I n VAII, RESORTS ZD n I DEVELOPMENT M T T 00 COMPANY �, 1 co d- AVON, COLORADO T LE E E E ARCHnWr OF WORD I*ARCAM T.O. PLYWOOD SU13FLOOR Deriver, Colorado — — — — — — — — - — — — — MASTIMPLAMOR DESMARCHRECP TYPE J TYPE K TYPE L TYPE M TYPE N TYPE 0 TYPE P HARTIHOWERTON A DOW SCHEDIA.E - UNIT TYPE Age AV WI ON COnoat FRAME SIZE ROUGH OPENING HEAD R.O. HT. ABOVE 10W.HAtCALeLBURXALE TYPE WIDTH x MIGHT WIDTH x HEIGHT PLY WD. SU9FLOOR NOTES 1&EMGINE1M%Dr AVM, COLORADO A (2) 2'-8" x 5-6' 5-4 1/2" x 5-6 112" 8'-3 1/2" CMMBNGDBM ALPINBENGW[HIMM. NG 8 2'-4' x 4'-6" 2'-4 1/2" x 4'-6 1/2' W-3 1/2' VA14COLOanoO C (2) 7-8" x 4'-0" 5-4 112' x 4'-0 1/2' 7-4 3/4 D (2) 1'-8" x 5-6' 3'-41/2" x 5'-6 1/2" 8'-3 1/2" PROJECT NUMBER: 2090(1.00 E (2) 2 -4" x 4'-6" 4'-8 1/2' x 4'-6 112' 8'-1 1/2" ISSUE REVISION DATE F (2) 2'-0" x 5'-6" 4'–O 112' x 5'-6 1/2' 8'-3 1/2' 06 CONSTDOC 08 G (2) 2'-4' x 5-6" 4'-8 1/2' x 5'-6 1/2' 8'-3 1/2" FOR PERMIT 08.13.04 10'-4" 4'-8" H (2) 2'-4" x 4'-0" 4'-8 112' x 4'-0 1/2" T-9 1/2' ® BLDG. 3/CONST. 09.24.04 1 2'-2" x 5'-6" 2 -2 1/2' x 5-6 1/2" 8'-3 1/2" SEE ENLARGED PLAN 2/A511 09 BII)G. 4/CONST. 10.11.04 J 3'-3' x 5-6' 3'-3 1/2" x 5-6 1/2" 8'-3 112" SEE ENLARGED PLAN 2/A511 10 BLDG. S/CONST. 10.25.04 N I K (2) 2 -4' x 3 -6' 4'-8 1/2' x 3'-6 112' T-4 3/4' 6A/7A/8A/9A/IOA/11 10'-4" 5'-11 4" L (2) 2'-8" x 6'-6' W-4 1/2" x 5'-8 1/2" 9'-3 1/2" FINAL CONST 01.03.05 M 9'-0` x 6'-6' 9'-0 1/2" x 6'-6 1/2" 9'-3 1/2" t6 ADDENDUM 5 05.16.05 ° N 4-8' x 5'-6" 4'-8 1/2" x 5-6 1/2' 8'-3 1/2" 0 5'-4' x 2'-0" 5-4 1/2' x 7'-6 112' 10'-3 1/2" (2) 2'-8" x 5'-6" 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 8 M N N P1 2'-8' x 2'—e 1/4' / 5-0' x 2'-8 1/r/ Y-8" x 2 -8 1/4 10'-4 1/2" x 2'-8 3/4" 13 -3 1/4" TRANS cD N co 8 : ;,, Q 2'-8' x 6'-6" / 5-O' x 6'-6" / Y-8' x 6'-6" 10'-4 1/2" x V-6 112" 10'-3 11Y r r I 0 0 0 0 b 2'-8' x 1'-8" / 5-0' x 1'-8' / 2'-8" x 1'-8" m r 00 R 4"-8" x Y-8 1/4" 4'-8 1/2' x T-8 3/4" 13'-3 1/4" TRANSOM Lj S 4'-8" x 6'-6" 4'-8 1/2' x 8'-2 1/2' 10 -3 1/2' N (2) 2'-4 1'ILL x -8' T 4" -9' 6'-0 1/4' x 1'-9 1 2' 10'-3 1 / TRANSOM / coord. muntin oligmnent w door below) r WINDOW SCHEDULE GENERAL NOTES: T.O. PLYWOOD SUBFLOOR ` 1 See Building Elevations for operator indications IRV — — — — — — — — — — — — — 2 Provide Tempered Sltfety Glazing where required by code. Window Elevations on this sheet indicate glazing that stall be tempered wdh the symbol ' T ' UNIT TYPE A 3. Provide Emergency Egress Window Units where required by code. Window Elevations on this sheet indicate units that Ad be egress with the symbol ' E ' a t TYPE P1 TYPE Q TYPE R TYPE S TYPE T A751 UNIT TYPE A - WINDOW SCHEDULE & ELEV . 1 3/8" - 1 -0 Af-WUlascx.ewe d U © 2004 4 INC. 2'-2• -- 3_3 4'-8n 3'-4" 7'-0" 4'-8" 4'-0" 4'-8" E. PAN QL JOHN A JE IL :1E AL :1E :1E 1E :1E —L :1E L M N N =N _N • N �� - � C, (O t0 co co 1 I � m I I 1 to I co �00 00 fj E E E •i _ '� , �j 1 1 r ; w Ll Ll L 1 w I w N N I I p N CV N T.O. PLYWOOD SUBFLOOR n N W 04 TYPE AA TYPE BB TYPE CC TYPE DD TYPE EE TYPE FF TYPE GG TYPE HH TYPE it TYPE JJ (% p , a o v 0 PP1 ® W U r 4'-8" 3'-6 1 /2" ^ � > V rA Z 1-8n 0 ® T-6" rO� 4'-8" 4'–B" V ® 4'–On —IL JL —1L AL —1 L nN I nN II t0 � D AL _ N N o [ N co = OWNBR/DWRIOM I I N _ I N m 1 i0 I I \ ih o0 W � 10 VAIL RESORTS o ® DEVELOPMENT :JE T COMPANY u I � — E E T ri AVON, coLOxnDo '\ n A1CHrr%m0FRICnRD T.O. PLYWOOD SUBFLOOR QQ1 N N — — — — — — — — — — — — — — — — — — Denver. Cobab abled0 NASM etAnaM TYPE KK TYPE LL TYPE MM TYPE NN TYPE 00 TYPE PP TYPE QQ TYPE PP1 TYPE RR DEMNARwracr TYPE QQ 1 HARTS HOWERTON mor, ow STRUCrURALEMMOM MONROE h NHWM W4Ga8=%IW MM SCHEDULE – UNIT TYPE 8 AVON•COLORADO 1@f3uNwALELBCrew•[r 19110 FRAME Siff ROUGH OPENING HEAD R.O. HL ABOVE M-aaNG0uuM%Rx TYPE VADTH x HEIGHT WIDTH x HEIGHT PLY WD. %MOOR NOTES AvON.cowRADO AA r—r x 5-6" 2'-2 1/2' x 5'-6 1/2' 11'-3 1/2' SEE ENLARGED PLAN 2/A511 CrYMENGUNUM AtrM19 H1ca ERK1Nr.adc BB 3'-3' x" 5'-6' 3'-3 1/2" x 5-6 1/2' 8'-3 1/20 SEE ENLARGED PLAN 2/A511 VAUL COLORAW 7'-8" 7 1- 1 " CC (2) 2'-8' It 4'-0' 5-4 1/2' x 4'-0 1/2' 7'-4 314" PROJECT NUMBER: 20900.00 DD (2) 2'-4" x 4'-6" 4'-8 1/2" x 4'-6 1/2' ® EE 7-0" x Z-6' 2'-0 1/2' x 2'-6 1/2' 7P-3 1 1SSM REVISION DATE FF (2) 1'-8" x 5-6' 3'-4 1/2' x 5-6 1/2" 1Y-3 1/20 06 CONSTDOC 0 GG (3) 2'-4" x 5'-6" Y-0 1/r x 5'-6 1/2• 8'-3 1/2• FORPERMLT 08.13.04 —1 L FUL HH (2) 2'-4' x 4"-60 4'-8 1/r x 4'-6 1/r 8'-3 1/2' o© BLDG. 2/CONST. 09.02.04 II (2) 2'-0" x 5'-6• 4'-0 1/r x 5-6 1/2' 8•-3 1/2" QBLDG. 4/CONST. 10.11.04 7 - 1 " 11 1 (2) 2'-4' x 5'-6" 4'-8 1/2• x 5'-6 1/2* 89-3 11r 10 BLDG. 5/CONST. 1025.04 KK' 21-T x 3'-6' r-0 1/r x 3'-6 1/2' 7-4 3/4" + VERIFY PRIVACY GLAZING REQUIRMENTS W/ © AW7A/8A/9A/IOA/11 BUYER/ OWNER LL (2) 2'-0" x 4'-6' 4'-0 11r x 4'-6 1/r 7-4 3/4' FINA.LCONST 01.03.05 5'-0° T T MM (2) 21-4' x 5'-6" 4-8 1/2" x 5-6 1/r 8 -3 112' to ADDENDTJM 5 05.16.05 N NN (3) 2'-6" x 6'-6" 1-6 1/r x 6'-6 1/r 9'-3 1/r 00 (2) 2'-4' x 5'-6" 4'-8 1/2' x 5-6 1/2' 8'-3 1/r r PP 4'-8' x 2'-8' 4'-8 1/r x 2'-8 1/2' 13'-3' TRANSOM 1 SS SIM . FROM N `° OQ 4'-6" x 6 -6• 4'-8 1/Y x 8 -21/2• 10'-3 1/2• w UNIT TYPE A o ° (2) 2'-4' x 1'-8' ° N RR 1-8' x 6'-6' 7-8 1/2" x 8'-2 1/r 10'-3 1/r I N M , n \ _ 10 (2) 3'-10" x 1'-8" 0 I m a E1E:1 E= SS 7-8" x 5-0' 1-8 1/2' x 5-0 1/2* 15'-7• TRANSOM a TT 7,-1" x 8'-20 T-1 1/r x 8'-2 1/2' 10'-6• N N N O d' W T-1" x 5'-0' T-1 I/r x 5'-0 1/r 15'-9 1/20 N T.O. PLYWOOD SUBFLOOR VW 1' 5'-0 1/r x 1'-6 1/Y 8'-3' ' PROVI� OBSg1RE0 GLAZING (VERIFY W/ ARCHITE — — — GEN°R"L N0 WINDOW SCHEDULE 1. See Building Devotions for operator indications UNIT TYPE B 2. Provide Tempered Safety Glazing Where required by code. VAndow Devotions on this sheet indicate glazing that shall be tempered with the symbol " T TYPE SS TYPE TT TYPE UU TYPE W 3. provide Emergency Egress Window Urals where required by wde. Window Devotions w this street iaawte ands that shah be egress with the symbol • E t N A752 � UNIT TYPE B - WINDOW SCHEDULE & ELEV . 1 3/6" = t • • -D 62—WINDSCH.dwg ti v S11" DIA. WOOD TAIN DARKENED (ANTIQUE) t cQ © 2004 4A24. ITECTURE, INC. QS �Q � 4 h O 3X10 WD. HEADER C. RAND WEATHER-RESISTANT BARRIER JOHN 20 SEE 4/A532 SYSTEOR STONE 3/4" STUCCO SYSTEM Nf QRtv'����� WEATHER–RESISTANT BARRIER � DRIP SCREED ' MTL FLASHING W/ 1 /2" HEMMED EDGE AND 6" EXTERIOR WALL EXTENSION UNDER WEATHER– SEE WALL TYPES SHEET RESISTANT BARRIER L u SEE WALL TYPES SHEET WEEP HOLES ® 12" O.C. 3x10 WOOD TRIM Z MTL FLASHING W/ 3 " W a HEMMED EDGE AND 6n EXTENSION UNDER WEATHER- 2X8 FIR HEAD A RESISTANT BARRIER TRIM SET FLUSH H y2" D. (DING 2X8 FIR HEAD 6x10 WOOD TRIM W/ FIR INSION r /1 A ® ONE ENEER TRIM SET FLUSH PLACE TO APPEAR W/ FIR EXTENSION STL SHELF ANGLE (RE: STRUCT.) W 2X6 WD. TRIM AND ADZED IN = AS SOLID TIMBER C PLACE TO APPEAR n ~ AS SOLID TIMBER TRIM ® 1 1 /2" 0 WOOD PLUG w > 9 3 — —0° DARKENED (ANTIQUE) STAIN 9 4x�A—DT-21 AV 1 1 /2" fb WOOD PLUG - GYP WALL BRD DARKENED (ANTIQUE) STAIN FIR EXTENTION SEALANT & BACKER ROD FIR EXTENSION CLAD WINDOW SYSTEM �/ W/ RAD. CORNER ED I SEALANT & BACKER ROD W 0 AWOOD TRIM BEYOND © 94 a WOOD SILL EXTENSION CLAD WINDOW SYSTEM 11[ w STONE VENEER BEYOND O CLAD WINDOW SYSTEM j�22 WINDOW HEAD_ _ tlT WINDOW HEAD V 3" = 1 '-O" A-DT-54.dwR v 3" = 1 '-O" A-DT-21 .dp 3/4" STUCCO SYSTEM OWNER/DmnQDPER WEATHER–RESISTANT BARRIER VAIL RESORTS SEE WALL TYPES SHEET DEVELOPMENT © COMPANY STONE SILL BELOW WHERE OCCURS AVON, COLORADO ARCHrrECr OP REOORD 2x6 WOOD TRIM CLAD WINDOW SYSTEM m SEALANT & BACKER ROD Denver, cobmtb 4� " 1 " ARnarea� SEALANT & BACKER ROD INUMB ,PL IMR DATGNARfJffTELT — — 2x WOOD TRIM HART I HOWERTON NEWYOMNEWYORK SYRUl.,T1RAL.FNGPIm MONE0E6:NEWEILENG NIERmTNc AVON,COLLR" NECHANICALEE8Cr2X.A ENGEVEER N-E ENGDIEEtMOX AVON, COLORADO CrALENGINM ALPINE ENGINB®IING,INC. If VAH�COLORADO © WOOD EXTENSION STONE SILL BELOW A PROJEGTNUMBER: 20900.00 WEATHER–RESISTANT BARRIER 3/4" STUCCO SYSTEM SEE DETAIL 5/A753 Q ISSUE REVISION DATE 3x FIR SILL 1y2" 06 CONSTDOC SEE WALL TYPES SHEET ® EXTENSION FOR PERMIT 08.13.04 ® BLDG. 2/CONST. 09.02.04 Q WINDOW JAMB 0 ENTRY WINDOW JAMB ® WINDOW JAMB ® BIDG. 3/CONST. 09.24.04 U 13" = 1p-o" A-DT-46Awq 3" = 1 •-O" A-DT-56Awq 3" = V-O" A-DT-55.dwq Q BLDG. 4/CONST. 10.11.04 CLAD WINDOW SYSTEM 10 BLDG. S/CONST. 10.25.04 CLAD WINDOW SYSTEM [W7A/8A/9A/l0A/11 ® I CORNER BEAD BEYOND CLAD WINDOW SYSTEM FIINALCONST 01.03.05 I 16 ADDENDUM 5 05.16.05 SEALANT & BACKER ROD 3x SOLID FIR 3" & ©KER ROD 3" THICK 3x SOLID FIR 3" THICK 3x SOLID iv STONE SILL EXTENSION I " STONE SILL EXTENSION FIR SEALANT & BACKER ROD EXTENSION ADZED FOR ADZED FOR ADZED FOR ®® DISTRESSED DISTRESSED DISTRESSED TIMBER TIMBER TIMBER WOOD TRIM APPEARANCE APPEARANCE APPEARANCE N ,� FLEXIBLE FLASHING ON TOP to OF MTL FLASHING TURNED- 2 f— WEEP HOLES ® 12" O.C. (NP.) © L I WEEP HOLES @ 12" O.C. (TYP.) VERTICAL ® JAMBS TO FLEXIBLE FLASHING WRAPPED 1 FLEXIBLE UNDER WINDOW & TURNED SEE WALL TYPES SHEET UNDER WINDOW FLASHING & TURNED WRAPPED MTL FLASHING W/ 1 /2 ) VERTICAL ® JAMBS TO CREATE < VERTICAL ® JAMBS TO CREATE Q END DAMS (NP.) END DAMS (TYP.) HEMMED EDGE AND LE 3" HIGH DENSITY SPRAY EXTENSION UNDER FLEXIBLE SEE 4/A532 FOR STONE -1 WINDOW VENEER SYSTEM POLYURETHANE FOAM VENEERASSYSTEMR STONE © 3�4"H3TUCC0 SYSTEM ® DETAILS SEE WALL TYPES SHEET WEATHER-RESISTANT BARRIER (R-Z / INCH) I / < I1 ® WOOD SIDING SYSTEM RESIDENCES A WEATHER–RESISTANT BARRIER 1i ^^^^ ^^ _ ^^ RUN BEHIND MTL FLASHING d (rv )WINDOW SILL 4 WINDOW SILL A-DT-53.dwg WINDOW SILL 3" 1 � O" p-DT-22dwR A753 = A-OT-52.dwq a 0 r v " m f © 2004 42140 ARCHITECTURE, INC. cl v E. PAN L © ® Jo-t N 5 n" A811 _ I WOOD TOP RAIL TYP,tY2 A © WROUGHT IRON 4Y4 ",TYP. W BALUSTERS AND A V TOP do BOTTOM RAILS o (RE: LD. SPECS 7) F -1 H O �© a NEWELL POST W/ e © A RECESSED PANELS, `O W SHOWN ~ LCEILING TIMBERS w WD. BASE A o �_ (RE: INTERIORS) (RE: UPPR. 1} HALL 4" DIA. SPHERE ICAL W LEVEL R,C,P.) . ® SHALL NOT PASS 1 THROUGH OPENING W 2" BULLNOSE WOOD TOP RAIL C OVERHANG 6" DIA. SPHERE OQ W/ WROUGHT IRON (� SHALL NOT PASS ® BALUSTERS BELOW ` THROUGH OPENING w WOOD S W/ 1 " BULLNOSE SOD TREADS, NOSING EXTENSION, TYP. 40 w ZO UPPER LEVEL EL _ 10'-4" 'YT-O, PLYWOOD SUBFLOOR © FBI WOOD SKIRT UP BOARD 51"X51" WOOD ♦fife /1 ® USTERS © A NTEWELL POSTS. A O L�1 NOT SHOW i FOR C ITY WOOD BASE to (RE: INTERIORS) © v w to 4 BALUSTERS 4/A812 NOT SHOWN ro OR CLARITY a WOOD RISERS, owNRRrotavmnrsR TYP. VAIL RESORTS � MAIN ON. ENTRY �_MNN�ENT_R_Y DEVELOPMENT M BALUSTERS Atoa RE: PLANS COMPANY LIVING o AVON, COLORADO ROOM NOT SHOWN I FOR CLARITY If% VON dolt LOPEN Aaccr�t�coaD 7 N 0 DA NEWELL POST DETAIL _ UNIT A STAIR PLAN — MAIN LEVEL SHED LINES OF BALU 1 - 1 /2"= t '-D" tsc0f-sR dwy t /2 = t -0" - - AFP02.dwy � n NEWELL POST do RAILINGS IN OWN C01011111110 FOREGROUND CLARITY © WD. ' FAMILY ROOM SKIRT BD.. © MAIN LEVEL A 4'—O» ® 4'-0» ® DEWNARCFRINLT EL = 0'-0" 5 ® ® HARD WYOOMNEW"K A811 fi 5 © 4 © � MONROE«N�EwBI]. INC cw,l v I AVON.COLORADO . - - - NRCHANICAL BIPCIIICAT.ffidGDiRRR - - - M-E RNGiNF�Ifi,1NC �" _ I AVON,COfL)RADO 2 AIDR'a RNm4cnQttAtG.RQG VAlI,COIARADO f A A _ C4 U) PROJECT NUMBER: 20900.00 w WD. BASE ERIORS) or a � M ~ LOWER STAIR SUPPORT (RE: STRUC.) � REVISION DATE tL I` Z o g O Q ih /1 06 CONST DOC FAMILY U o M `� U DASHED UNE FORPERMIT 08.13.04 ROOM d I OF RISERS ® _N Q A BLDG. 2/CONST. 09.02.04 1 ABOVE ABALUSTERS ?N 1A ® BLDG. 3/CONST: 0924.04 © FO T . SHOW DOOR TO STORAGE ® I 09 BLDG. 4/CONST. 10.11.04 N 7 � ® ;D 10 BLDG. 5/CONST. 10.25,04 V) I f STORAGE n ® © to ® © REV FLEX SPACE A-6A/7A/8A/9A/IOA/11 WD. B Anna nAoro A (RE: TERIORS) DO A ^ A © FINAL CONST 01.03.05 4 w " © WD.E: BNTERIORS) t2 ADDENDUM 1 01.1205 © DASHED LINES OF Y /4 " fa ADDENDUM 2 01.19.05 NEWELL POST do RAILINGS IN tNp, 3� 9 4" 4'-0 FOREGROUND mmm QPLAN REVIiW GARAGE LEVE EL = — 12'-0 ALIGN TOP OF STAIR I UP to ADDENDUM O5� O5.6.05 ROUGH FRAMING WITH .t ® STONE FRAME WALL © DN. I d CRAWL SPACE LOWER ENTRY STORAGE RE: PLANS STONE UNFINISHED ADto HALL n L a ' R —�— W E: PLANS N UNITS A & B 0 STAIR PLANS, SECTIONS -` - - - - - - - -` AND DETAIL -III—III—III—I I hl!1=1 11=1 11=1 11=1!1=! 11=1 11=1 11=1 11=! 11=1 11=1 11=1 11=! 11=1 11=1 11=! 11= m E _ _ A81 1 t &�rSTAIR SECTION — UNIT A 3 UNIT o A STAIR PLAN — UPPER LEVEL 1 UNIT A _ STAIR PLAN — GARAGE LEVEL ° 2" = 1 '-D" A—DT—STAIR—REV.dwo L z i /2" = 1 �—�" AFP01.dwg 0 F v "