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HomeMy WebLinkAboutWest Day Subdivision Lot 3 Building 8 (3) 2'-6" ® TOP OF PIER BELOW CAPSTONE GUTTER DOWNSPOUT i © 2004 42140 ARCHITECTURE, INC. CONCEALED RAIN GUTTER 0 .0109 G.L. BEAM BELOW ;,� COLLECTOR & DOWNSPOUT © �I. c� O (RE: STRUCT.) © BATTERED STONE VENEER 3" E. RAhtDAL 4 ' 1.5' SLOPE ® JOHN§PN a CE PIER 3" BATTERED STONE VENEER { 2" MORTAR SET 2 SLOPE i POSTS v LEul PrAl IR 2" MORTAR SET ' WEATHER-RESISTANT BARRIER 1/2" PLYWOOD SHEATHING (RE: W.P. DETAILS) WOOD FRAMING (RE: STRUCT.) a 1/2" PLYWOOD SHEATHING i I -7- COLUMN (RE: STUCT.) DASHED LINES OF ; V . � BEAM BELOW , � COLUMNS (RE: STUCT.) (RE: STRUCT.) ® O a O / f z M� a 1000 WOOD POST / 1 ® EDGE OF DECK BELOW i � t 0 r y GUTTER DOWNSPOUT i ! I COPPER GUTTER BELOW COPPER RAIN GUTTER l O 1 1/20 HEMMED EDGE ' o j V f 10x10 WOOD POST z rTl Q ,�i 1 COPPER CLEAT EDGE OF DECK BELOW GRh � it � � / STONE PILLAR OUTDOOR DECK) \ 2x WOOD SIDING �� A--6A/7A/8A W10A/1I 6 STONE{. PILLAR @ OUTDOOR DECK 3 1 1/2" V—D" 1 1/2" V-0 (A HIGH PIER CONDITION) A—DT—IB.dwo / Eo HIGH PIER CONDITION A—DT d„D z CAPPER ROOFING STONE CAP W EE WALL TYPES SHEET GRID H SH�ET MEMBRANE WATERPROOFING 5/8" PLYWOOD SHEATHING NTERIOR FLOOR FINISH RE: ID DRAWINGS) I RANDOM SAND STONE ® ® 1/2" 3/4" SETTING BED 1�4" y4"TYP. O 12 ONC. TOPPING ® SLIDING DOOR SYSTEM `T 6 (RE: MANUFACTURE) 1 Vp CONC. TOPPING ® "N " " MAIN LEVEL = 0'--0" Z�" SLAB c� 10 X 10 WOOD POST � \ �i$ INTERIOR FLOOR FINISH WATERPROOFING MEMBRANE —�t17-CCfAT \ (RE: ID DRAWINGS) T.O. PLYWOOD SUBFLOOR 1x6 WOOD TRIM , (RE: B/A512) FINISH FLOOR _ is SEE CIVIL FOR GRADE — — — ELEVATION REFERENCES, NP. ® VA BALUSTER DESIGN VAM SORTS y { y s Y MAIN LEVEL = 0'-0" _ RE VARIES 1 x 1 o wooD TRIM r — — { .6,7/A522) DEVELOPMENT f: ` y { �. L „=; f': : : T.O. PLYWOOD SUBFLOOR 1)12,. 1y2„ COMPANY WRAP WATERPROOFING y` x ;.� LET RAILS INTO POSTS If A OVER SUBFASClA lo 11'2„ " AVON,COLORADO BA INSULATI 7 2 TOP & B7TM. Z ARCHrrECrOPIMOORD 0 E: RUCT.) 3/4" PL OOD 2% SLOPE rn RANDOM SAND STONE IGH DENNSITY SPRAY TAPPERED FURRING STRIPS 'I EVA POLYUR ANE OA � 3/4" SETTING BED �4" R--13 BATT NSU TION APPLIED f CONC. TOPPING • 1 x WOOD TRIM DECK JOIS RE: STRUCT. � BELOW THE FOA H LD IN PLACE ( WATERPROOFING MEMBRANE Demrer,Colaado SEALANT & BACKER ROD USING ICK PIS =LOOK JOIST (RE: STRUCT.) (RE: W.P. DETAILS) ' atASrisRrL�,NeR TT INSULATION 3/4" PLYWOOD 2% SLOPE D'�'AR�'T 5/8" G B SEE WALL TYPES SHEET 1x6 T&G _N HART I HOWERTON 3x8 WOOD TRIM 3/4" STUCCO SYSTEM MAIN LEVEL = 0'-0 ''�° �°�°' ` 1 x 00 EXTENSION T.O. PLYWOOD SUBFLOQ x — — % SLQ E _ — 9rMn TIMM . � aso+Anoa�NSOU�.envC AVON,C01MAAO 8 BAY WINDOW �IT AD OUTDOOR DECK C SLIDING DR 2x WOOD TRIM 3/4" =: ; ' ;: ``1 A0931A CA 1'—U" 33.dw9 1 1/2" 1'-0" A—DT-30.dwq = AVON,COLORADO 6" COPPER GUTTER W/ n GE m AT GRID GRID HEAT TRACE TAPPERED FURRING STRIPS WRAP WEATHER-RESISTANT I \ TIMBER BEAM (RE: STRUCT.) PROJECTNUhMBR: 2090000 BARRIER UNDER WINDOW (TYP.) DECK JOIST (RE: STRUCT.)SEALANT & BACKER ROD Q SEALANT & BACKER ROD ISSUE REVISION DATE WD. SILL i ® WD. SILL I 9x6 T&G FLEXIBLE FLASHING WRAPPED (RE: 1/A753.1 SIM.) (RE: 1/A753) i FLEXIBLE FLASHING WRAPPED ® 06 CONST DOC UNDER WINDOW & TURNED ® UNDER WINDOW & TURNED VERTICAL ® JAMBS TO CREATE VERTICAL ® JAMBS TO CREATE COPPER DOWNSPOUT, 2x8 TIMBER (TO ACCEPT FOR PERMIT 08.13.04 END DAMS (TYP.) Q END DAMS (TYP.) SIDE BRACKET) = T. .C. = RE: ELEVATIONS o©BLDG.2/CONST.:09.02.04 -- - as i I ORNAMENTAL TIMBER Q " '� (R STRUC.) \ BRACKET BEYOND 3 THICK STONE SILL 4 Q ®BLDG.3/CONSr. 09.24.04 SEE 4/A532 FOR STONE � I I {WHERE OCCURS) ~--- / " AIRSPACE 3" THICK STONE SILL STONE PIER Q BLDG.4/COMr. 10.11.04 VENEER SYSTEM 1 V„ _ ® SEE WALL TYPES SHEETS � BEYOND so BLDG.5/C.ONST. 1025.04 �2 " Q GRADE LEVEL (RE: CIVIL) 6" 1 2X FURRED TUD WALL GALV. STL SUPPORT ANGLE - 1 2 WEEP HOLES A 12" O.C. (TYP.) 4 W/ GWB RE. DTI. B/A5„ DECK GUARDRAIL AW7A/8.0/9.0/10.0/11 3/4" EXPANSION ANCHOR WRAP WEATHER-RESISTANT `� 1 t " - FINALCONST 01.03.05 (RE: STRUCT,) BARRIER UNDER WINDOW (TYP.) /2 i'--o" A—DT-2s.aw 1 TERMINATE RIGID INSULATION STONE VENEER �s ADDENDUM 5 05.16.05 4" GATT INSULATION, & DRAINAGE MAT AT BOTTOM 3/4" STUCCO SYSTEM SEE WALL TYPES SHEET I 4� 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 - INTERIOR FLOOR FINISH 3/4" SETTING BED CONC. TOPPING - FINISH FLOOR 4 4 (RE: ID DRAWINGS) 1 1/22," HT WEIGHT --- a 1 1 2" CONC. GRADE LEVEL (RE: CIVIL} MAIN LEVEL = D PING a SEE CIVIL FOR GRADE TOPPING SLAB T.O. PLYWOOD SUBFLOOR .il ELEVATION REFERENCES, TYP. SEE DTI. DdcF/.0511 t f — -- — — — — ®FOR WATERPROOFING m MAIN LEVEL = 0'-O" { y.`{. Y -y ` '.L�`` •'�.`- -.' `.�c - ,-�,y...,,4y. , f- . "{ �. y- y { GARAGE LEVEL - --12'-0" T.O. PLYWOOD SUBFLOOR T.O. PLYWOOD SUBFLOOR N Go DETAILS Ln I � � � WATERPROOFING MEMBRANE ARESIDENCES eq (RE: W.P. DETAILS) 3/4" PLYWOOD 2% SLOPE 4 - TAPPERED FURRING STRIPS FLOOR JOIST (RE i STRUCT.) a DECK JOIST (RE: STRUCT.) GATT INSULATION 21 J 4 " FLOOR JOIST (RE: STRUCT.) FLOOR JOIST (RE: STRUCT.) 4 G I WEATHER-RESISTANT BARRIER SEE W TYPES SHEET I I I I 8 RE: WATERPROOFING DETAILS CAST-IN-PLACE CONC. WALL I 1x6 T&G E 3/4" STUCCO SYSTEM r (Y)� IT��L�STOWE�WMLL A NORTH ELEV. PARTIAL STONE WALL SOUTH ELEV.1/2 = A-DT-32.dwy 1 1/2" = 1'-0" A-DT-a9.dwy v Q 2004 42140 ARCHITECTURE, INC. of C°lo� E. RAND L GRID JOHN �y 202 SEALANT & BACKER ROD lC���'r ® 2x6 WOOD TRIM SEE DTLS. D&F/A511 A OVER WD. SIDING © FOR WATERPROOFING WOOD SILL I 1/2" PLYWOOD SHEATHING (RE. 1/A753) Ae MTL FLASHING -- WOOD SHAKES 2x WOOD STUD RIPPED 3/4" STUCCO SYSTEM ANGLE AT A 2' SHEET MEMBRANE WATERPROOFING MAKE An AT TOP WEATHER-RESISTANT BARRIER W/ 6" VERTICAL OVERLAP UNDER SEALANT A WRAP WEATHER-RESISTANT WEATHER-RESISTANT BARRIER Z O BARRIER UNDER WINDOW W 0.4_ I � 5/$" PLYWOOD SHEATHING DOOR HEAD C� ENTRY UNIT B � 3 _ A SEE WALL TYPES SHEET , o" A—DT-s�.d� � A A 3" THICK STONE SILL CONT. WEATHER-RESISTANT 5/8" TYPE " t BARRIER H Rt /8 PE "X GW3 ON WEEP HOLES 0 12" O.C. (TYP.) lx STRIP FURRING �� 41 <! 1Y2" FLEXIBLE FLASHING UNDER STONE SILL INTERIOR FLOOR FINISH 0 6" VERTICAL CAST-IN-PLACE CONC F. WALL W/ATHER-RESISTANT BARB EXTENSION (RE: ID DRAWINGS) (RE: STRUCT.) 1Q 1 1/20 CONC. EXTERIOR FINISH TOPPING SLAB Z-1 SEE 4/A532 FOR STONE WOOD SHAKES (RE: LANDSCAPE) W t VENEER SYSTEM BATT INSULATION H FING 1■�■1 SLAB-ON-GRADE S EET MEMBRANE WATERPR00 (RE: STRUCT.) FLOOR JOIST (RE: STRUCT.) � z L% _ GRADE LEVEL (RE:. CIVIL) R (RE: STRUCT.} 5/8" PLYWOOD SHEATHING " UPPER LEVEL = +10'-4" r - UPPER LEVEL = +10 --4 _�- FINISH FLOOR ® ENTRANCE a: _ — — — -- - -- ---- -- -- }- T.O. PLYWOOD SUBFLOOR T.O. PLYWOOD SUBFL.00R SEE CIVIL FOR GRADE t - ELEVATION REFERENCES. TYP. MAIN LEVEL = 0'-0" T.O. PLYWOOD SUBFLOOR 1 i <� �. EL = +9'-6" A531 SIM. 1 T.O. BEAM OWERIDWEDDIPER VAIL RESORTS RE: DETAIL 4/A533 1x6 T&G ON 5/8" 1 x6 T&G ON 5/8" I GLASS MATT FACED GYP. i DEVELOPMENT FOR WALL & WATERPROOFING SHEATHING GLASS MATT FACED GYP. REQUIREMENTS SHEATHING COMPANY AVON,COLORADO BEAM (RE: STRUCT.) � - � � � (WRAP W/1x WD. Axcro�BoaD ® TRIM-WHEN EXPOSED) SOFFIT l� ENTRANCE UNIT A—R1T-3fi.drq COLUMN �J BEYOND - ARCH OPEN' Dam .CokwaW A RE:(WHERE EXT. OCCURS = MA.srea PLANNM WRAP WATERPROOFING DMWsN ONE-PIECE (WIDTH) OVER SUBFASCIA HARTIHOWERTON CONT. WATERPROOFING MEMBRANE: � STONE CAP � EN TRANCE UNIT B ��.OVER CONC. WAL[_ A @�E_�/ �'-o" A-DT-3S.d.y srsucroxAt.Evcn�e CAST-IN-PLACE CONC. 3tormo$«Naw�. nvc 1 BEAM (RE: STRUCT.) ® ;r, AVOKCOLDRAM T.O.C. WOOD SHAKES MlWJUMCAL g LeCTBICAL M4a ENQV MRS W STONE (RE: LANDSCAPE) J (RE: STRUC.) SHEET MEMBRANE WATERPROOFING AVON.COIA)RADO w " '" 2" " CONT. THROUGH WALL crmmqcvRqm 1 1}2 MTL FLASHING 5 X" (R-38) HIGH DENSITY 5/8" PLYWOOD SHEATHING M SLAB ON GRADE SPRAY POLYURETHANE PARTIAL STONE WALL ENTRANCE UNIT A (RE: STRUCT.) �? FOAM WRAP WATERPROOFING � •• OVER SUBFASCIA 1/2" _ l'-o" A-aT-43.dxy a SEE 4/A532 FOR ONE 4" (R-13) BATT INSULATION ® PROJECT NUMBER: 2090000 VENEER SYSTEM APPLIED BELOW THE FOAM 5/8" GLASS MATT HELD IN PLACE FACED GYP. SHEATHING L%UE REVISION DATE GRADE VARIES USING STICK PINS OVERHANG 1 FINISH FLOOR ® ENTRANCE (RE: CIVIL) (RE: ROOF PLAN) A531 06 CONST DOC SEE CIVIL FOR GRADE FSK PAPER ,..� ELEVATION REFERENCES, TYP. FORPBRWr 08.13.04 MAIN LEVEL = 0'-0" BAG 2/CONSP. 09.02.04 T.O. PLYWOOD SUBFLOOR ®BAG 3/CONST. 09.24.04 STONE SILL BELOW b ! ! 09 BLDG 4/CONST. 10.11.04 STONE VENEER LIMIT BELOW � ! P, ! ! 10 BLDG.5/CONST. 1025.04 1x WOOD TRIM A '� ! A6A/7A/8A/9A/l0A/11 — RE: WATERPROOFING FINALCONST 01.03.05 DETAILS p CONSTRUCT 2x8 WOOD TRIM ON PACKAGE I 4 �T I _T � �"- Z_-\- CORRF,CTIONS 04.07.05 E A VAPOR BARRIER Ix G Am- QS ADDENDUM 5 05.16.05 � U1 � c FINISHED FROM BELOW I 1 � I I PROVIDE 3"0 DRAINAGE 2x VERTI SIDI WALL TYPE PIPES THROUGH WALL (RE: PLANS) I } 0 24"o.c. WEATHER-RE 5 AN BARRIER 1/2" PLYWOOD SHEATHING I 1 I i WALL TYPE 30' WEATHER-RESISTANT BARRIER 1 N (RE: PLANS y V 3/4" STUCCO SYSTEM I I a q a 4 d M 4 v 4 07 �o DETAILS RESIDENCES DECORATIVE 10x24 TIMBER TAIL RE: EXTERIOR ELEV.S M s WOOD TRIM @ARCH OPEN'G UNIT B) PARTIAL STONE WALL l ENTRANCE �U X T B RAKE DETAIL T '`P. A—dT—'.iD.dN9 m w E 0 c c 3 O N u 0 v 0 `o GRID p 2004 4 ECTURE, INC. ---- __ t�oE cQta�� I----- —_.__... -------- E. RANDA L VERTICAL TERMINATION CAP I I JOHNS +V I (RE: MANUFACTURE) I � I I I GRID 2C fCOPPER COLLAR ,� ` I WOOD SHAKES I I SHEET MEMBRANE WATERPROOFING f �� 4" 3/4" STUCCO SYSTEM 44 5/8" PLYWOOD SHEATHING I I L_ _----------------.--...__...--J CONT. SEALANT r— ---——————————————————-- WEATHER—RESISTANT BARRIER r^ I I ON 112-m PLYWOOD SHEATING V J N 7)/2"� � BATTERED 2x6 WOOD FRAMING - e ® 7 ANGLE (RE: STRUCT-) U cr I I COPPER CHIMNEY =¢ ! I COPPER FLASHING W/ Zj oQ I CAP I 6" VERTICAL EXTENSION �] I I I ON TOP OF WATERPROOFING 1� do BEHIND WEATHER—RESISTANT - I I 2* I BARRIER (RE: W.P. DETAILS) L--------------------- WOOD SHAKES cr.v r-------_-------------, T_ — SHEET MEMBRANE WATERPROOFING I N I (RE: W.P. DETAILS) 1 2'-2 O I = I 5/8" PLYWOOD SHEATHING EL = +8'-2" DRIP COPPER FLASHING I I T.O. BEAM 'I V BLOCKING I I 30.1 A � 34" L----- ----------------...._—_.---J -- -- 1- - - — u cn 3/4" STUCCO SYSTEM ANT BARRIER N 1 2" TIMBERS IN FOREGROUND (RE: STRUCT.) W O WEATHER—RESIST BARR E 0 / PLYWOOD SHEATING 1 W EDGE OF S'T'UCCO COLUMN I TIERED 2x6 WOOD FRAMING IN FOREGROUND 0 2' ANGLE (RE: STRUCT.) 1x8 T&G BEAM (RE: STRUCT.) 3/4" STUCCO SYSTEM WEATHER--RESISTANT BARRIER 3/4" STUCCO SYSTEM ON r� MINOR" CHIMNEY CAP CHIMNEY BASE ? ROOF TYP. 1/2" PLYWOOD SHEATHING ROUND PLYWOOD SHEATHING " ' A-Di-I�dwg ROUND CORNER (R = 1/20) 2x WOOD STUD RIPPED OWNMVDEVADM AT A 2' ANGLE VAIL RESORTS DEVELOPMENT DETAIL ENTRANCE UNIT A COMPANY 2 t 1/2" = V-0" A-DT-45.dwq AVON,COLORADO GRID ARCBrr8Cr° lE0CWD ® ® WALL TYPE Ivi (RE: PLANS) Dmroi,Cobm& 2" x 4" T.S. (NOTE: WALL BATTERS MASrearvuvNM SOME LOCATIONS-- & BRACING (RE: STRUCT.) Q33)-��\,. D�ARCErrBCT VERTICAL. TERMINATION CAP RE. EXT EL.EVS.} r-----------------_...._._—._—,— _—, \\ �/ HA.R��HOWERTON STONE BENCH ATTACHED '�° ° FROM 3 SIDES I � u.IG1 6 # \ �` �o / ' (RE: STRUCT.) MUCTUI I \ OPEN / 1/4" BENT PLATE T.O.C. Cosa NaEU M4 D asn RE: STRUCT.) evow Do 94, �� COPPER COLLAR 1 ��4X4 T.S. CHIMNEY CAP A AVON. COLORADO FRAMING (RE: STRUCT.) 1 1 3'-1Y2" ,aa� I VAML.COLDBAW I 4 j \\ "' 1 1 L_.._.__.—_---__-- _---__— ...J � 1 \\ / I � I +`� PROJECT'NUMBER 2090000 F-------------�-------------- —w _.__— ._ — ---- -- __--- -- _-- - __ 1 _ ` ' 1 ZJ 1y2" I ISSUE REVISION DATE I Ry 1'-4" a HI CAP 1 1 GALV. STL. ANGLE 06 CONST DOC COPPER CHIMNEY 1 � CAST—IN—PLACE CONC. a, I � FOR PERMIT 08.13.04 I 4x4 T.S. CAP 1 `�- L, 1 - : WALL (RE: STRUCT.) .f cl)I COPPER BULLNOSE + POSTS (RE: STRUCT.) I oBLDG.2/CONST. 04.0204 STONE (RE: LANDSCAPE) ®sLDG.3/CONSr. o9.24.04 1 1 I I SLAB ON DRIP (R STRUCE FINISH FLOOR 0 ENTRANCE 09 BLDG.4/CONST. 10.11.04 GALV. CHANNEL 1 — ��1 SEE CIVIL FOR GRADE IQ BLDG.S/CONST. 10.25.04 L———_..———.—.————— — ———— — ——— v r�� � �f� � _ ELEVATION REFERENCES. TYP. r , MAIN L = '—p" /7A/8A/9A/iQA/31 ly LEVEL 0 CONT. SEALANT 1 </ 1 </ T.O. PLYWOOD SUBFLOOR FINALCONST 01.03.05 - 1�1 L 1 i Z <, 16 ADDENDUM 5 05.16.05 JS COPPER FLASHING 1 1 I I 2"MIN I 1 1 TO COM 1 1 L-----------------1 FRAMING u (RE: MF - p 0) DRIP 1 1 ---_.------------------ 1 <1 1 q r— ——1 1/2" PLYWOOD SHEATHING 1 1 co N I N I BLOCKING DETAJLS co RESIDENCES p I o a I VENT PIPE 1 1 N COPPER FLASHING I 3/4" STUCCO SYSTEM I 3�" I 3 1'-10y4" 1' 10}Y4" " Ic W ON 1/2" PLYWOOD SHEATING WEATHER—RESISTANT BARRIER I 4 I L-------------- ----- � BATTERED 2x6 WOOD FRAMING H ®_ 2' ANGLE (RE: STRUCT.) 5 3 MAJOR CHIMNEY CAP FART�L�S MNE WALL l ENTRANCE UNIT A �Z 1 A-DT-AB.dwq A-DT-a4 dwg v v `a © 2004 42148 ARCHITECTURE, INC. WOOD SHAKES ., , WOOD SHAKES SHEEP;WD ATERPROOFING , CONTINUOUS 2x2 LEDGER , 1A SEE WALL TYPES SHEEP of CO 5/8" SHEATHING , �� I���Q LEDGER TO SECURE 5 E X GYP. BOARD - , 1x WOOD FRAME GYPSUM BOARD PER — E. RANDA 5/8 PLYII�D SHEATHING JOHNSO 5 R-38 HIGH DENSITY SPRAY � IBC 705.6-EXCEPTION 4.3 � . ' POLYURETHANE FOAM < , , � , 5/8" TYPE "X" GWB R-13 BATT INSULATION APPLIED 1 :_ _ ....:.. sfQ A BELOW THE FOAM HELD IN PLACE � . - USING STICK PINS HEAD WOOD TRIM 4" 1 ABOVE 1 1 , W • , 1 1 INSULATION-2 PLIED DENSITY SPIRAY , INTERIOR WALL JAMB OVE THE FOAM POLYURETHANE , ' ' 1 NE � 7 i/2" = 1'-0" ,�-oT-s5.sw9 1 1 H IN PLACE FOAM , f , USING STICK � rte O ll , PINS * F+� SLIDING DOOR SYSTEM � Q1 1x6 T&G �, A (RE: MANUFACTURE) 1/2" CONT. SEALANT & BACKER ROD A 2x VERTICAL SIDING ROOF�WITHIN 4 OF SEPARATION WALL .� FRAME WALL OR ' INTERIOR FLOOR FINISH CONT. W.P. WRAPPED UNDER TRACK r:3 TRUSS LEG , ' . (RE: ID DRAWINGS) AND TURNED VERT. AT JAMBS TO CREATE END 7 GWB FIRE PROTECTION . ( } A O PROTECTED ROOF & Ov 9 * ' 35 4'-0" MIN. ® N CONC. SLAB W/ INTEGRAL COLOR V 10 ERHANG PROJECTION / (RE- STRUCT.) Q �� A-�G&aw 5 8 PL GARAGE LEVEL 12'-0" • � 1 2" _ �'-0" o SHEATHIN � •"" — — *- - - - - - �- �-- -- � "- - _ � � T.O. PLYWOOD SUBFLOOR ^ W 7/A535 , FRAMING AS OCCURS ` N, 4 � u 1 Z EXTENSION OF c: te SEPARATION WALL 5/$" TYPE 0$'>IHB O AS W 11CKES 1 1 V1V � k ViV ! � � ! � � - I•a SHEET MEMBRANE WATERPROOFING — - ��. M. .. - -- ....����.�.�� � BATT INSULATION -11 !— i i ! E I „ CRAWL SPACE 4, 5/8 PLYWOOD SHEATHING I I I I I I I S E PARATI O N WALL , FLOOR JOIST (RE: STRUCT.) Alf OR l_ 2 X 2 LEDGER TO SECURE J I I I I " T- 1. w --D s d — 1 1 2" - 1 -0 A g 5/8" TYPE "X" GWB 7/ GYPSUM BOARD PER / CAST-IN-PLACE CONC. WITHIN 4' OF IBC 705.6--EXCEPTION 4.3 WALL (RE: STRUCT.) , © 4,. 111— ow�ro SEPARATION WALL , 5 l� R-38 HIGH 5/8" TYPE "X" GWB GRID RE: W.P. DETAILS ` VAIL RESOR'1"S DENSITY SPRAY POLYURETHANE m. DEVELOPMENT FOAM GATT INSULATION S EPARATION WALL SLIDING DOOR THRESHOLD 0 GRADE COMPANY - -- 1 3 1 1/2" = V-0" A-Dr-56.dwo AVON COLORADO 4" R-13 BATT - .0531 SEE WALL TYPES SHEET � __ � .....� GRID INSULATION APPLIED � CONT. MINERAL WOOL. BELOW THE FOAM , APPROVED AS FIRE BLOCKING INTERIOR FLOOR FINISH HELD LNG STICK 1 1 TO FILL AIR SPACE (RE: ID DRAWINGS) A , 1 PINS _ � 1 - 1 � 1 � 1 Dalw,cak"do 1 x6 T&G FINISHED 1 EL. = VARIES ENG. TRUSS - FROM BELOW VERTICAL SIDING T.O. PLYWOOD SUBFLOOR MASMPI.AMM 3/4" STUCCO SYSTEM I n N A�TCk MILT RIP CUT 5/8" RAFTER TAIL WHERE 1 1 1/2- PLYWOOD SHEATHING HART HOW ?RTON GYP. IS REQUIRED IN ORDER TO 1 1 NBavTroRx,nmvvmlelc MAINTAIN FLUSH SOFFIT CONDITION 1 #11 41 1x10 WOOD TRIM slaucxvaAL eIpawl3u. n�c SEE ROOF PLAN AVON,COLORADO•`� �—"_a — .M � � --- G R I D hffiCFUMCAL8LBCt%ICALENGDfflM 1&18f3NGDU9W 4IWC 1 1/2" LIGHT AVON.COLORLIGHT WEIGHT PROTECTED ROOF & OVERHANG PROJECTION CONC. TOPPING FLOOR JOIST (RE: SI•RUCT.) �. 1 1/2" = V-0" GATT INSULATION . SEPARATION WALL CONT. MINERAL WOOF. APPROVED AS FIRE BLOCKING SEE WALL TYPES SHEET PROJECT'NUMBER 24900.00 " CONT. MINERAL WOOL TO FILL 4 FROM ALL BLOCKING APPROVED FIRE BLOCKING 5/8" TYPE ISSUE REVISION DATE TO FILL AIR SPACE 'X' GWB 46 coNST DOC WHERE OCCURS WITHIN FLOOR Cam? SEPARATION WALL WOOD SHAKES 4' OF AREA SEPARATION � 1 1/z" = 1'_Qy A-DT-6r.awy � I FORPERhIIT 48.13.04 WALL SHEET MEM WATERPROOFING RIDGE CAP G A BLDG.2/1001ST.: o9.o2o4 c� DEMISING WALL TE INATIDN �+ 1 1/2" = 1'-0" A-M-59�,�s �BLDG.3/1001ST. os.24A4 WOOD SHAKES GRID 5/8" PLYWOOD THING + SHEET MEMBRANE 09 BLDG 4/1001ST. 10.11.04 2 X 2 LEDGER TO SEC WATERPROOFING A 10 B1DG.5/CONST. 10.25.04 GYPSUM BOARD PER,► IBC 705.6--EXCEPTION 4.3 , 5/8" PLYWOOD r EDGE OF A-6A/7A/8A/9A/10A/11 SHEATHING FROST FREE TERRACE 5/8" TYPE "X" GWB HOSE BIB F FINAL CONIW 01.03.05 (RE: MECH) ' T.O. RIDGE I Q RER •1S 04.0745 5 1/2- 8--38 HIGH DENSITY SPRAY RE: ELEV. 1 1/2- RIGID i r 1 , 10X 10 a ADDENDUM 5 05.16.05 . POLYURETHANE INSULATION BOARD A531 r , FOAM (R--7 PER 1"} r NEWEL POST DECK BEAM 4" R-13 BAST ( HERE OCCURS} 1 1 � INSULATION APPLIED GRID BELOW THE FOAM HELD IN PLACE . USING STICK 1 1 1x6 T&G PINS 1 FSK PAPER 0 N - W I a i 2x VERTICAL SIDING , TUBE STEEL FRAME WALL OR 1 1 RIP CUT 5/8" RAFTER TAIL WHERE TRUSS LEG 4" BATT ® B UNIT R-13 ro 1 . 1 GYP. IS REQUIRED AN IN ORDER TO (RE: STRUCT. MAINTAIN FLUSH SOFFIT CONDITION INSULATION APPLIED ) DETAILS N , BELOW THE FOAM n HELD IN PLACE I RESIDENCES � ` .,.��� �� � ... � �� �� USING STICK '- SEE WALL TYPES PINS SHEET A611 to 5 3i" R-38 HIGH DENSITY SPRAY r SEE ROOF PLAN ` POLYURETHANE FOAM IF! o � PROTECTED EAVE PROJECTION — DETAIL �Tq��DWTWIL� TYTJ- XT ALL A-I)T-60.awg 1 1/2" = 1'-0" A-DT-49.dwg a o i 2404 42140 ARCHITECTURE, INC. 4e (0 TOP OF PIER BELOW CAPSTN.) SNOW FENCE VERTICAL SUPPORTS 0 48" O.C. �� V-3" AT TOP OF FRAMING ���- Cot��q - NOTE: ALL METAL FLASHING SHALL BE (MAX). CONSTRUCT WITH STEEL PLATE " �� Oo COMPLETELY SOLDERED THICK. 2" 0 STEEL PIPE (2.375" Y2 O.D., WALL k � ., 1 ok" I 4Y2" 7y2" E. RAhIDAL THICKNESS 0.154") JOHNS OUTLINE OFA FILL POCKET WITH LIQUID A-6A/7,V8A/9A/10A/ll CAPSTONE ABV. n ' MEMBRANE (APPLY WITH CAULKING GUN) z Np. NOTE. CONSIDER 4--RUNG SNOW BATTERED STONE VENEER FENCES WHERE VERY HEAVY 1.5' SLOPE z o SNOW ACCUMULATIONS MAY , 2" SOLID GROUT OCCUR. `� o \ WOOD SHAKES OVER !' I \ FULL CANT BEAD OF LIQUI WATERPROOF'G MEMBRANE REFER TO ROOF PLAN FOR a H MEMBRANE " SNOWFENCE LOCATIONS. WEATHER-RESISTANT BARRIER o N w Q OVER PLYWD. SHEATH'G (RE W a : W.P. DETAILS) a 1/2- PLYWOOD SHEATHING ^ x o WOOD COLUMN (RE. STUCT.) o \ A O BEAM BELOW ® [*y PIZ(RE: STRUCT.) .NJ■1 tit II~ SEE DETAIL 4/A536 FOR ® �y w 701 FLASHING DETAIL O FIELD SHEET OF VYCOR V ULTRA z r W A • < ww � BorraM FLASHING INSTALL � ST4NE PIER C� DECK (,� � FIRST OVER FIELD SHEET OF � > >/2 = 3 -oA (d LOW PIER CONDITION �-ar-�s.aw� t~ W � VYCOR ULTRA REFER TO STRUCTURE FOR BOLT DESIGN, LAYOUT & a f UPPER FLASHING (INSTALL CONNECTION DETAIL � SECOND OVER BOTTOM FLASHING ® & FIELD SHEET OF VYCOR _ I 10" X 10" WOOD POST ULTRA) FRAMING N (RE: STRUC.) STRIP--IN BOTTOM & UPPER �� ® � VA1I. RESORTS FLASHING WITH VYCOR ULTRA J 5� ,_ 1 x T & G WOOD SIDING DEVELOPMENT 1y2•> iy,. CEDAR GUARDRAIL AND COMPANY 4 SNOB FENCE FLASHING !2 DECORATIVE BALUSTERS AVON,COLORADO N.T.5. or-wA7Y-H.d,.� Q p3¢ I " LET RAILS INTO POSTS 2" 0 ENDS " '°FOOD 1X2 3 S N oW FENCE - j 0, 0 RANDOM SAND STONE 1 ►� o -t 3/4" SETTING BED J 1 1/2- CONC. A Denver 0 TOPPING SLAB ,Cbkmdo 2" x 4" TUBE STL FOR BRACING s WATERPROOFING MEMBRANE MOM FLA M 1/2" STL PLATE z (RE: W.P. DETAILS) DEScxARCHMECr 1 ' r 3/4" PLYWOOD 2% SLOPE HART I HOWERTON 4x4 T.S. CHIMNEY CAP 'ca IYO ° / FRAMING L T AVON,� / ' / COPPER CHIMNEY CAP s I _ MAIN LEVEL = 0'--0" M0MKM�NN9WML�lW T.O. PLYWOOD SUBFLOOR / WEATHER--RESISTANT BARRIER Jflx3 ucai,aLEcr wALm*3Ra= / / ON 1/2" PLYWOOD SHEATING 2x8 WOOD TRIM 3 Avow,COIDRAOO _ 4 CIVIL HNGfN�BR ' PROFILE AT BUILDING 7, h Al�nas�nvc / SMALLER ROOF CAP MATCH TO WINDOW SIZE 6" COPPER HEAT TRACE vARL CCLORADO PROJECT NUMBER: 20900.00 2 X 6 ROUGH SAWN T&G a) _,------V—GROOVE CEDAR 2x WOOD TRIM TAPPERED FURRING STRIPS ISSUE REVISION DATE { NOTE: MIRROR DETAIL ABOUT CENTE DECK MOIST (RE: STRUCT.) BLDG.2/CONS-T. 09.02.04 R LINE DRIP I I STL CHANNEL 1/2" PLYWOOD { { 1 x6 T&G ®BLDG.3/CONEY. 09.2404 _ ALIGN AT CORNER OF RAIL p 0 o =TOP AND BOTTOM RWL BEAM (RE: STRUCT.) BLDG.4/CONST. 10.11.04 o a Lq ! � i / Q BLDG.5/CONS!. 1025.04 a 2x WOOD BLOCKING A6A/7A/W9A/10A/11 TIMBER BEAM w 2 X 6 ROUGH SAWN T&G CEDAR ! (RE. STRUCT.) FINAL CONST 01.03.05 VERTICAL TERMINATION CAP N RAIL W/ '4" CHAFFERED ENDS �� /i Q ADDENDUM 1 41.12.05 Q o Y 16 ADDENDUM 5 05.16.05 CONT. SEALANT ;s, k - 4 40 T.S. CAP I POSTS s a { I COPPER COLLAR { { DASHED LINE OF TIMBER ORNAMENTAL G 1 1;V2" typ- ii BRACKET IN FOREGROUND COPPER CAP { # I (RE: 2/AS22) LARGER SQ. MTL NAIL HEADS 0 I I _ COPPER FLASHING a CORNERS TO CONCEAL �3" { { LAG SCREW ATTACHMENT T i I STONE PIER BEYOND SIDING WALL { { i� B a o a I ( I A _� I I 1 COPPER DOWNSPOUT 4 I I (WHERE OCCURS) DECORATIVE BLACK MTL SQ. NAIL. HEADS { I � R G ONE AT EACH PLANK I I to N W I[] rl DETAILS I I RESIDENCES 1 1/2" PLYWOOD SHEATHING NOTE: OMIT JAMB CASING WHERE I to rl BLOCKING 1y2" SHUTTER OCCURS a COPPER FLASHING u 3/4" STUCCO SYSTEM O %&tr'Ars Irn {'fir!"s["rAASr nAnner'n FIXED " SHUTTER I MAJO �� C�H IMNEY�A- NE PIER GUARDRAIL 1/2" = 1' aa b.s.ro T v 0 - 6 . i © 2004 42140 ARCHITECTURE, INC. COPPER CHIMNEY WOOD EXTENSION Qv CQtO� (RE: DETAIL 3/A534) 3x4" WOOD SILL. E. HAND I (RE: ID DRAWING) JOHNS r 1 r-1 3 X WOOD TRIM !� � - sf , I _ I WALL BEYOND I I WOOD SIDING RAI I I (RE: WALL TYPE) 4 I1 0 FLOOR FINISH 3 X WOOD TRIM (RE: 1D DRAWING) a FlNISH FLOOR _ I I SEE CL FOR GRADE UC O ELEVATION REFERENCES, TYP. _ a I LL MAIN LEVEL = 0'-0" dft V T.O. PLYWOOD SUBFLOOR EER I1 1 G u FLOOR JOIST .� (RE: STRUC.) I z 2x WOOD TRIM O _jL A I _1L I I _ 2x WOOD BLOCKING O OGG L 11 GLASS MATE FACED A, GYP. SHEATHING Q 'tilt 1x6 T&G (FINISHED p OwNnmsvmlom _ MOM BELOW) VAM RESORTS CONIC. TUNNEL WALL I " - - = DASHED LINE OF DECORATIVE TIMBER CONC. RErAIN`G WALL BRACKET BEYOND DEVELOPMENT — (RE: STRUC.) _ COMPANY TUNNEL ROOF GAS METE AVON,COLORADO WAT WATERPROOFED I I 1 I _ _ - - $AY TNINDOW SECTION DETAIL OF CONC. SLAB TO CAP CHASE I — - =N _ i - EE- EL=-8'-2" I - _ - FF FF — JFA NEW BOILER FLUES -�MECHANICAL ROOM y owe►,cflroudo MAMRPLANNER I BOILERS L__. L GARAGE LEVEL = EL --12'-0"T.O. PLYWOOD SUBF100R #� f HART�HBO YRKK L.`__J i 1 i CONC. WALT - - _ -- _- - — FLUE CHASE I BELOW GRADE ( � EL = —13'—g' (PROVIDE CONIC. WALL BELOW srRUCrURAY. T.O. CONC. SLAB 0 r— �_ GRADE PARALLEL TO BUILDING 8 { "`'� ''�' INC MECH. ROOM L- E f —I WEST WALL. EXTEND DOWN TO I I WF, ALL T.S. INTERSECTIONS WITH 3/16" Ar.ao a�0ac m T_ FOOTING, ALLOW 2' CLEAR L i :LET WELDS X 2" MIN. �1AICCAL�L EL = —17'—5 1/2" ._ L FOR FLUE CHASE.) — ^ — — — — L — — I .+vox,cai oxAna T.O. FOOTAGE ti - - - - - - - - ALTERNATE N0 .7 -�- BOILER CHIMNEY ' ��,� — _1 - - - - - - .._ _ ..._. _.._ - - - _ _.. - - _... — vnu,cowa�no — 1/4" = V-0" BUILDINGS WEST ELEVATION M ALr i!u•.dwg � MATCH ADJACENT WINDOW SIZE I PRO�,cr NUMBER 2090000 i 3Y2" I 2)fi" 37/8" I I ISSUE REVISION DATE 18" GAGE METAL, ST I W. TO T.S. AT 1'-0" G 08 BLDG.3/CONST. 09.24.04 2 X 6 ROUGH SAWN T&G t'* ,--____V—GROOVE CEDAR i `¢; STL. BRACKET i '°� t,� I ' 2 LAYERS 1/4" PLYWD SCREWED � BIB.4/CONSr. 10.11.04 NOTE: ALL. ANGLES � � 10 BId)G.5/CONS`: 10,25.04 12T U.O.N. � � �`' TO METAL STUD AT 6" MAX SPACING I I AbA/7A/W9A/l0A/i•1. L--.._ -- --._..__ ..._---_.------� r" FINAL COWr 01.03.05 I •e, I K 16 ADDENDUM 5 05.16.05 I I 2"x2"x3/16" TUBE STL w Nx. V) 2 X 6 ROUGH SAWN T&G CEDAR I I # 1/8" STL PLATE BASE WELD WELD EACH CORNER TO T.S. 4 3 ` RAIL W/ �".CHAFFERED ENDS I A I � 4X o I ,�� COPPER FLASHING I ° z I 4 x4"x3/16" T.S. CHIMNEY CAP z o a \ry A; - FRAMING L--.- -- ---_...___.-----_...---«.J X r_--- - ------ ---- ----_----------� S DS ® I /4" '` COPPER FLASHING x LARGER Q. MTL NAIL HEADS _ CORNERS TO CONCEAL Not A� I LAG SCREW ATTACHMEN VERTICAL TERMINATION CAP SIDING WALL I COPPER FLASHING I DETAILS co DECORATIVE BLACK MTL SO. NAIL HEADS I y4 $ j COPPER CAIN RESIDENCES ONE AT EACH PLANK � ; --- --------- L_— -- ——,—-_'———— —J BATTERED 2x6 WOOD FRAMING a 4 T ANGLE CKING 1 LYWOOD SHEATHING NOTE: OMIT JAMB CASING WHERE " 1 " SHUTTER OCCURS 3/4 CCO SYSTEM !2 WEATHER—RESISTANT BARRIER s ON 1/2" PLYWOOD SHEATING o FIXED � SHUTTER I A537 A � ��CM I WJEY CT A DT v 0 System No. C-AJ--2110 System No. C-AJ-2098 System No. C-AJ-1278 System No, C-AJ-1140 0 2004 42140 ARCHITECTURE, INC. F RATING - 3-HR, F Rating - 3 Ht^ F RATING = 3-HR. F Rating - 3 Hr T RATING - 0-Hit. T Rating - 3 Hr T RATING = 0-HR. T Rating - 0 Hr p� C Oil L Rating At Ambient Less Than 1 CFN/sq ft 3 L Rating At 400 F - 4 CFM/sq ft 4 E. RANDA.L A 4 A 1 : JOHN s4 6 F` 2 3 3 F" 4 ilk.•� : 777 .................. ... w '4 .... . . W .. • .'.•: 2 . . ........ SECTION A-A U - SECTION A-A Z 1• Fbor or Wdl al�embl� Minimum 4-1/2 in. thick reinforced lightweight or O normal weight (100-150 pcf) concrete. Wall may also be constructed of any 6 W 04 ............ 1. Floor or WON ibeerflbly - Min 4-1/2 in. thick reinforced lightweight or SECTI[]N A-A UL Classified Concrete Blocks*. Maximum diameter of opening is 30-7/8 in. SECTION A-A See Concrete Blocks (CAZT) category in the fire Resistance Directory for < normal weight (100--150 pcf) concrete. Wall may also be constructed names of manufacturers. �A+�I O of any UL Classified Concrete Blocks*. Max diam of opening is 8 in. F�1 See Concrete Blocks (CAZT) category in the Fire Resistance Directory 2 concentrically o e - One metallic pipe or conduit to . installed either concentrically or eccentrically within the firestop system. The annular space I. Floor or Wal Mmr61y -- Min 2-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) far names of manufacturers. between pipe or conduit and periphery of opening shalt 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 %we (Optiolfal} - Nom 8 in. diam (or smaller) Schedule 40 1024 s in. with max dimension of 32 in. � 0 maximum 7/$ in. Pipe or conduit to be rigidly supported on both sides of q (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 (CAM category in the fire Resistance Directory for names of manufacturers. C with floor or wall surfaces. conduits may be used: 2. TWO* Panob" -- Min clearance between pipes, conduits or tubing is 0 in. (point contact). Min 3. through Perrobude - One nonmetallic pipe to be installed either 1. Fkw or Wall Asserrrbly Min 4-1/2 in. thick reinforced lightweight or normal weight 100-150 pcf) . Steel Pie - Nominally 30 in. diameter or smaller Schedule 10 or clearance between pipes, conduit or tubing and periphery of through opening is 1 in. Min clearance between U 9 { p ) P y ( ) ( 9 p Ivry 9 Pe 9 concentrically or eccentrically within the firestop system. The annular concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 3 in. heavier) steel pipe. pipes, conduit or tubing and periphery of any single surface of through opening is 0 in. (point contact). A ,..w space between pipe and sleeve(Item 3) shall be min 1/4 in. to max See Concrete Blocks (CAZT) category in the Fire Resistance Directs for names of manufacturers. B. Copper Pi Pipe, conduit or tubing rigidly supported y following types �'� is be n �d su rted on both sides of floor or wall assembly. followi / ( 9 ry Directory ppe Pipe - Nominally 6 in. diameter (or smaller) Regular (or heavier} and sizes of metallic pipes, conduits or tubing may be used: 1,��,.� 1-1/4 in. Pipe to be rigidly supported on both sides of floor or wall 2. Electrical N n nefiala Tubing+ -- Nom 2 in. diam (or smaller) corrugated wall ENT constructed of copper pipe. M 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 in. diameter or smaller T L or heavier A Steel Pipe -- Nom 12 in. diam tar smaller) Schedule 10 (or heavier) steel pipe. rg p p / pPe g - y ( ) Type ( ) B. Conduit --- Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. Fit w A Polyvinyl Chloride (PVC) Pipe Nom. 6 in. diam (sr smaller) Schedule in. is required within the firestop system. Tube to be rigidly supported on bath sides of floor or wall capper tubing. U (f] -- 40 solid-core or cellular core PVC pipe for use in closed (process assembly. D. Conduit - Nominally 6 in. diameter (or smaller) steel conduit. C. Copper Tubing - Nam 4 in. diam (or smaller) Type L (or heavier) copper tubing. 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. FO-* B. Chlorinated Polyvinyl Chloride(CPVC) Pipe Nom 6 in. diam (or names of manufacturers. tubing (EMT). 3. Forme --- (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 I g MOWW -- (" so") -- Mineral wool insulation firm) packed into opening as a temporary / to be a rigid sheet material penetrating item and positioned as required to Y P Pe 9 Ps rY 3. FiY, Ibid 0r Yateriol+ -- Sealant - Minimum 1 2 in. thickness of fill , cut to fit the contour of the �/ 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 fill material has cured. �y C. Acrylonitrile Butadiene Styrene (ABS) Pipe Nom 6 in. diom (or to accommodate the reguired thickness of fill material. In floors farm may be removed after fill material surfaces of wall. At the point contact location between pipe and concrete, a 4 FIL VrAd or Cart M tefialf -- Noflar --- Min 2--1/2 in. thickness of fit material oppw within the 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 part 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. r 11 FiM, Vad or Yat�iaPr -- Sealant -- Min 2 in. thickness of fill material applied within the closed (process or supply) or vented (drain, waste or vent) piping systems. annulus, flush with top surface of floor or with both surfaces of wail. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI CONSTRUCTION CHEMICALS, ON OF D. Flame Retardant Polypropylene (FRPP) Pipe Nom 6 in. diam (or smaller) HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE Sealant HILTI INC -- Type FS635, CP636 or CP637 HILTI INC -- FS-One Sealant *Bearing the UL Classification Mark Schedule Pipe for use in closed (process or supply) or vented - drain, waste or vent piping stems. +Bearin the UL Listin Mark Bearing the UL Classification Marking { ) P�f} 9 sY 9 9 Plat 4. Illdd Coiner e - Min 18 ga. 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 between underside of floor or bath sides of wall between collar and floor or wall surfaces. �T.ATL RESORTS 5. Frestop Derioef - Firee6op Collar - Firestop collar shall be installed in accordance with the accompanying installation instructions. Collar to be installed and latched DEVELOPMENT around the pipe and secured to underside of floor or both sides of wail floor using COMPANY anchor hooks provided with the collar. (Minimum 2 anchor hacks for 1-1/2 and 2 in. diam pipes, 3 anchor hooks for 3 and 4 in. diam pipes, and 6 anchor COMPor PLASTIC ENT ) PIPE IN METAL PIPE THRU M PENETRATIONS I AVON,COLORADO hooks for 6 in. diam pipes). The anchor hooks are to be secured with 1/4 in. CONCRET : 3 -- H R RATING CONCRETE : 3 - H R RATING CONCRETE : 3HR--- RATING �°P REICORD diam by min 1--1/2 in. long steel expansion bolts, or equivalent, in conjunction with 6 SCALE: N.T.S. r.�►.r-2M 4 SCALE: N.T.S. caw--1278 2 SCALE: N.T.S. CAA-1140 1 steel nuts and min 3/4 in, diam steel washers with one anchor bolt in each , anchor hook Fir �J HILT! CONSTRUCTION CHEMICALS, DIV OF ' HILTI INC - CP 643 50/1.50, CP 643 63/2". CP 643 90/30, CP 643 110/4" c or CP 642 160/6" Firestop Collar Dwrmr,Cdomdb Is. Fig, WW or Q* Mutefid* - Sealant - Min 1/2 in. thickness of fill material System No. C-AJ--5090 System No. WW-D-1011 System No. C-AJ-6006 F RATING = 3-M apple within a annulus, us with bottom surface of floor or both surfaces of F RATING = 3-�, - Assembly Rating - 3 i•M" ��avABC�rec.-r wall assembly. Additionally, nom 1/4 in. beads of fill material applied between T RATING - 0-M, T RATING = 0 HR. HART HOWERTON - concrete and cover plate and between cover plate and firestop device. L Rating At Ambient - 4 Ft NOpftl Joint VWth - 3-1/x' HILTI CONSTRUCTION CHEMICALS, DIV OF L Rating At 400 F - Less Than 1 M/S Ft Class II Movement Capablities - 14% Compression or Extension �yow mN HILTI INC - CP601S, CP606 or FS-One Sealant q *Bearing the UL Classification Marking A 1 A WO�tRM& WC AVON.COLORADO AG3C0WCALEM2CTZC.AZENCJNM ':• :� AVON,COLORADO • � ALif1113 46M 4. 1 l 1 1 3 A 4 ;;.-' :. - .ti- PROJECT NUMBER: 20900.00 A SECTION A-A 4- a A S .• r a , r IMUE REVISION DATE 1. Fbor or llFdl lieeu" - Min 4-1/2 in. thick reinforced lightweight or i 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 PERWr 07.23.04 for names f manufacturers. A SECTION A-A 05/06 CONST DOC 08.13.04• 2 IletoElC Steve �Optional� - Nam $ in. diam (or smaller) Schedule 10 , (or heavier) steel pipe. 3. Through Penetrafrte - One metallic pipe or tubing to be centered within 1. Floor or Min 2-1 2 in. thick reinforced !' htwei h# or 07 BLDG.2/CONST.. 09.0204-. the firestop system. Pipe or tubing to be rigidly supported on both sides 1. Wd Ammi n6A► - Min 4-3/4 in. thick reinforced lightweight or normal 1► - / g of floor or wall assembly. The following types and sizes of metallic pipes weight (100-150 pcf) structural concrete. Well may also be constructed of normal weight (100-150 pcf) concrete. Wall may also be constructed of 08 BLDG.3/CONST. 09.24.04 or tubing may be used: any UL Classified Concrete Blocks*. any UL Classified Concrete Blocks*. Max area of opening is 560 sq in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory with a max dimension of 28 in. 09 BLDG.4/CONST. 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/CONSr. 10.25.04 B. Copper Pipe - Nom 4-in. diam (or smaller) Regular (or heavier) copper 2 Jok* Sjsbem - Max width of joint (at time of installation of joint 2 Buwoy+ - 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 FINALCONST 01.03.05 C. Copper Tubing - Nom 4 in. diam (or smaller) Type L (or heavier) max 14 percent in compression or extension from its installed width. rated for 600 V, 4000 A or copper bars rated for 600 V, 5000.0 The busway 6A/7A/8A WIOA/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 it latian-PI F -- Nom 3/4 in., thick ocrylonitrile butadiene/ A. Packing Material -- Min 4 pcf mineral wool batt insulation installed in all provisions of Article 364 of the National Electrical Code, NFPA No. 70. FEKAL CONST 01.03-05 polyvinyl chloride (AB/PVC) flexible foam furnished in the form of joint opening as a permanent form. Pieces of butt cut to min width of The annular space between the busway and the periphery of the opening tubing. Annular space shall be min 1/2 in. to max of 1-1/2 in. 2-1/4 in. and installed edge-first into joint opening, parallel with shall be a min of 1 in- 16 ADDENDUM 5 05.16.05 See Plastics+ (QMFZ2) Category in the Recognized Component Directory joint direction, such that batt sections are compressed min 22 percent 3. Forms - (Not Shown) - Used as a form to prevent leakage of fill material --for names of manufacturers. Any Recognized Component tube insulation in thickness and that the compressed batt"sections ore recessed from during installation. forms to be a rigid sheet material, cut to fit the material meeting the above specifications and having a UL 94 Flammability both surfaces of the wall. A 1 in. thickness of packing material is contour of the penetrating item and positioned as required to Classification of 94-5VA may be used. placed vertically over the installed inner layers and recessed from the accommodate the required thickness of fill material. Forms may be 5. Frreetop Sgatem - The firestop system shall consist of the following: top surface as required to accommodate the required thickness of fill removed after fill material has cured. N 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 4. FK Void or Cavl'tj► **W - Trorrelable FwesNp Compound - Min A 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 w - material to be recessed from top surface of floor or from both surfaces B. Fill, Void or Cavity Material* - Sealant - Min 1/4 in. thickness of fill material is mixed at a rote of 2.5 parts dry mix to one port water by of wall as required to accommodate the required thickness of fill material applied within the joint, flush with both surfaces of wall. weight in accordance with the installation instructions supplied with fill material. HILTI CONSTRUCTION CHEMICALS, DIV OF material. - B. Fill, Void or Cavity Material* - Sealant - Min 1/4 in. thickness of fill HILTI, Inc. - CP601s Elostomeric firestop Sealant HILTI CONSTRUCTION CHEMICALS, DIV OF to 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 FIRESTOPPING HILTI, Inc. - FS-ONE Sealant _ *Beang the UL Classification Marking + eanng the UL Listing Mark ri D ETAI LS- 6 TUNNEL & RESIDENCES a PLASTIC PIPE IN INSULATED MTL. PIPE THRU WALL TO WALL JOINT IN ELECTRICAL BUSWAY IN CONCRETE : 3 - HR RATING CONCRETE : 3 - HR RATING CONCRETE : 3 - HR RATING CONCRETE : 3 - HR RATING 7 SCALE: N.T.S. 5 SCALE: N.T.S. f:AJ-5090 3 SCALE: N.T.S. WWD-1101 1 SCALE: N.T.S. crw-coos F CM-21 x u u Cr d A551 v System No. C-Ai-804 System No. W-L-3111 System No, C-AJ-3095 p 2004 4214a ARCHITECTURE, INC.' System No. W-L-3161 F RATING = 3-K F RATINGS - i AND 2 HR (SEE ITEMS 1 AND 4) F Rathp - 1 and 2 Hr F RATING = 3-HR. T RATING = 0 and i HR. T RATING - 0 HR T Rating - 0 Hr T RATING = O, 1/2 It 3/4 HR. (See Item 3) OF C01 1A L Rathq At Ambient - 10 CFM/sq ft A c.,'���� �PgOo L Rating At 4N F - Less Than 6 CFM/sq ft E. RAND 2 2 JOHNS . ZKZ2 1 A 4B A 3 �iGe 5 7 4A A 1 3 5 s 1 2 rrrr• ��rrrr rr+rr:r 4B =r==-. = Va (n 3 A 1 3 r 4 w 2 2 A E..I 3 o = i� A SECTIIN A-A W ra SECTIGN A-A 2 >4 3 1. Ansift — The 1 or 2 Hr fire rated gypsum wallboard/stud wall ~ Q A SECTION A-A assembly shall be constructed of the materials and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following onstruction features: 1. Floor or Wd Aesembf�l Min 2-112 in. thick reinforced lightweight or 1. Floor or 1� Assen ft — Min 4-1/2 in. thick reinforced lightweight or g SECTI� A-A normal weight (100-150 pcf} 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 pcf) concrete floor or min 3 in. thick reinforced ,� deep, fabricated from 25 MSG goly steel, spaced max 24 lightweight or normal weight concrete wall. Wall may also be constructed Q lightweight or normal weight (100-150 pcf) concrete wall. Wall may also in. OC. of any UL Classified Concrete Blocks*. Max diam of opening is 6 in. * U See Concrete Blocks (CAZT) category in the Fire Resistance Directory be p 70 constructed o any Classified Concrete Blocks*. Max area of B. Wallboard Gypsum* — One layer of nom 1 in. chick, 24 for names of manufacturers. opening is 192 sq in. with max dimension of 24 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory in. wide gypsum liner and in. thick, 4 ft. wide gypsum �1 for names of manufacturers. wallboard with square or tapered edges. The 9/e in. thick 2. Sbel Skm (Optional) -- Nom 6 in. diam (or smaller) Schedule 10 Z Tlmough amen nee a A max of 4 pipes, conduits or tubing to be gypsum wallboard type, number of layers, fastener and aY type i. IoM � The fire -- rated gypsum wallboard/stud wall assembly shall be (or heavier) steel pipe cast or grouted into floor or wolf assembly, flush w/ 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. Fly tubing shall be 1-1/2 in. The space between pipes, conduits or tubing nd Partition Design. Max diom of opening is 4 in. or U40D Series Wall and Partition Designs in the Fire Resistance Directory and 3. Cables Aggregate cross—sectional area of cables in opening to be min 25 C� 9 The hourly F Rating of the firestop system is equal to the hour) fire rating of percent to max 45 percent of the aggregate cross—sectional area of the and periphery of opening shall be min 1-5/8 in. to max 2-1/2 in- Pipe, the wall assembly in which it is installed. Y g shall include the following construction features: P Pe conduit or tubing to be rigidly supported on both sides x floor or wall 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 2. Makft SWA — Max 4 in. diam cylindrical sleeve fabricated from min steel studs. Wood studs to consist of 2 by 4 in_ lumber spaced 16 in. Any combination of the following types and sizes of metallic conductor or fiber W 0-4 assembly. The following types and sizes of metallic pipes, conduits or 0.016 in. thick (28 gauge) goly sheet steel and havin a min 1 in. lap along optic cable m be used: a Lubin ma be used 9 9 OC. Steel studs to be min 2-1/2 in. wide, fabricated from min 25 MSG P may 9 y the longitudinal seam. Length of steel sleeve to be equal to thickness of galvanized steel, s A Max 500 kcmil single copper connector power cable with thermoplastic A. � Ftpe — Nom 3 in. diam (or smaller} Schedule 10 (or heavier} wall. Sleeve installed by tailing the sheet steel to a diam smaller than the * paced max 24 in. OC. insulation and polyvinyl chloride PVC jacket. When single copper steel pipe. B. Gypsum Board 5/8 in. 4 ft wide with square or tapered edges. The (PVC) 1 9 PPe 0 8. Copper Tubing — Nom 3 in. diam (or smaller) Type L (or heavier) through opening, inserting the coil through the opening and releasing the coil gypsum wallboard type, number of layers and sheet orientation shall be as conductor power coble is used, T Rating is 0 hr. copper tubing 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. Nom 3 in. diam (or smaller Regular (or heavier copper Sleeve may also be formed of No. 8 steel wire mesh having a min 1 in. lap Resistance Directory. Max diam of opening is 4 in. copper conductors and cross—linked polyethylene (XPLE) insulation. When ( ) 9 ( ) PPe along the longitudinal seam. pipe. 2. Vd& SbIW — OOW The nominal 4 in. diam steel electrical metallic single aluminum conductor power cable is used, T Rating is 0 hr. 3. Cables — Aggregate cross—sectional area of cable in opening to be max tubing hen single copper conductor power cable is used, T Rating is 1 2 hr. D Cadu� -- Nam 3 in. diam (or smaller) electrical metallic tubing or 33 percent of the cross—sectional area of the opening. The annular space g (Elwfl) or Schedule 5 steel pipe friction fit into wall assembly and installed 9 PPe P 9 / steel conduit. Pa flush with wall surfaces. C. Max 300 pair No. 24 AWG copper conductor telecommunication cables with between the cable bundle and the periphery of the opening to be min Y in_ 3, Cobbs Aggregate cross — sectional area of cables in cable tray to be max 25 polyvinyl chloride (PVC) insulation and jacket material. When telecommunication 3. Pipe Cantering+ — (Optional) — Max 1 in. thick hollow cylindrical heavy to max % in. Cables to be rigidly supported on both sides of the wall cable is used, T Rating is 0 hr. OWNRRIDEVELOM � g � � percent of the cross — sectional area of the opening. The annular space g density (min 3.5 pcf) glass fiber units jacketed on the outside with an all assembly. Any combination of the following types and sizes of copper con- - service jacket. Longitudinal joints sealed with metal fasteners or facto ductor cables may be used: between the cable bundle and the periphery of the opening to be min 1/8 in. D. Max three copper connector No. 6 AWG cable with polyvinyl chloride (PVC) factory— to max 3/4 in. Cables to be rigidly supported on both sides of the wall assembly. insulation and jacket material. When multi—connector power cable is used, VAII, RESORTS applied self--sealing lop tape. 'transverse joints secured with metal A. Max 7/c No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket. An combination of the following types and sizes of cables may be used: T Rating is 0 hr. Any 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 DEVELOPMENT annular space of 1-1/2 in. is required within the firestop system. The T C. Type RG 59/U coaxial cable with polyethylene (PE) insulation and jacket- 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 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 nd PVC jacket. 0 hr. when pipe covering is less than 1 in. or is omitted. jacketed 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 P P g a max OD of % in. P (PVC) 1 AVON,COLORADO See Pipe and Equipment Covering — Materials (BRGU) category in E. Max 3 c No. 12 AWG ca YP / polyethylene ( ) polyv� y 3 4 hr. G: Type RGU 59 coaxial cable with P£ insulation and Polyvinyl / copper conductor steel clad cable. F. Multiple fiber optical communication cables jacketed with PVC and having a max �� the Building Materials Directory for names of manufacturers. Any pipe 4. Fb�p Syftn — The firestop system shall consist of the following: (PVC) jacket covering material meeting the above specifications and bearing the D The 2/C No. 10 AWG cable with ground with polyvinyl (PVC} insulation and outside diam of 1/2 in. When fiber optic cable is used, T Rating is 3[4 hr. UL Classification Markin with a Flame read index of 25 or less and A Packing Materials Min 2 ly in, a 2nto in. thickness of min 4 mineral G. Max 3 C copper conductor No. 12 AWG with Bare aluminum round polyvinyl F Iti g �' wool haft insulation firmly packed into opening on one side of the wall as �:jacket [ PP ground, a Smoke Developed Index of 50 or less may be used. chloride PVC insulated steel, Metol--clod cable+. When MC cable is used, permanent farm for 1 and 2 Hr walls, respectively, Packing material to be E` 3/C Na. 12 AWG cable with polyvinyl chloride (PVC) insulation in a nominal (PVC) r 4, Podkq illabodd — Min 4 in. thickness of min 4.0 pcf mineral wool butt T rating is 0. � insulation firm eked into opening as a recessed from the room side of wall as required to accommodate the 1/2 in. flexible metal conduit. AFC CABLE SYSTEMS INC firmly pa p g permanent form. Packing required thickness of fill material. 4. Fil. Void or Cady � Putty -- Min 5/8 in. thickness of fill material applied a�a�er,Galarado material to be recessed from top surface of floor or from both surfaces 4 Pod* Mobrid Min 2 in. thickness of min 4.0 pcf mineral wool bott insulation 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 of wall as 'required to accommodate the required thickness of fill firm) packed into opening as a permanent form. Packing material to be recessed material. applied within sleeve, flush with surface of wail interstices of cable bundle to the max extent possible on both surfaces of wall. Y P � g p g a�nsrearlaNIVes Hilti Construction Chemicals, div. of HILT! INC. Additional fill material to be installed such that a min 1/4 in. crown is formed 1/2 in. from top surface of floor or from both surfaces of wall as required to DBUGNAHCHMiCr accommodate the fill material. 5. HL Void or — Sealant — Min 112 ur thickness of fill FS—ONE Sealant around the cable bundle and lapped over the steel sleeve. 5. F3, *W or Mataria� —.. SWwd Min 1/2 in. thickness of fill material &%TIHOWERTON material applied within the annulus, flush with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF *Bearing the UL Classification Marking HILTI INC — CP618 Firesto Putt Stick - applied within the annulus, flush with top surface of floor or with both surfaces of wall. . HILTI CONSTRUCTION CHEMICALS, DIV OF *Bearin the UL Classification Markin Y HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. — FS--ONE Sealant g g HiLTI INC --- FS—One Sealant. *Bearing the UL Classification Marking * �BNGBOM Beoring the UL Classification Mark W0NX0E&NEWIIIL DX AVON,COLORWO NEOM+MM ELBU ICAL use M 8 ENGM48M DX AVON.COLORADO CIM HNGROM ALP1108KGnaMRII4G,II4C. VAiL COLORADO PRO]BOT NLI)MER: 20900.00 ML% RBVMON DAM 04 C011-W DOC FOR PERWr 07.23.04 05/06 CONST DOC 08.13.04 07 BI1)G.21CONST. 09.02.04 08 BLDG.3/CONST. 09.24.04 09 B7Y)G.4/CONST. 10.11.04 10 BLDG.5/CONST. 10.25.04 5B FR4AL CONST 0103.05 6A/7A/8A/9A/10A/11 FINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 Y Y1 � O O N a° - s - v rn co to 0 FIRESTOPPING D Al LS . TUNNEL & RESIDENCES N 1fJ 0 MULTIPLE METAL PIPES CABLE BUNDLE IN GYPSUM CABLE BUNDLE IN CABLE BUNDLE IN C_ 0 3 2 - HR RATING GYPSUM WALL: 2 - HR RATING CONCRETE : 3 -- HR RATING IN CONCRETE : 3 - HR. RATING SHAFT BALL: A552 SCALE: N.T.S. c�J—mot SCALE: N.T.S. wL—s1 s1 SCALE: N.T.S. WL-31II 1 SCALE: N.T.S. CAJ-3095 Y V V - U V `o System No. FF-D-1011 System No. FW-D-1011 System No. W-L-8019 System No. W-L-8019 © 2004 42140 ARCHITECTURE. INC. Assembly Rating - 3-Hr Assembly Rating 3 Hr Rating - Nominn! .Joint Width - - y 9 F Rating - 1 and 2 � (See Items 1, 3 and 4) F Rati - 1 and � Fh^ (See Items 1, 3 and 4) 3 1/2 Nominal Joint Width - 3-1/2• T Rating - 0, 112, L 1-112 and 2 Hr (See Item 2) T Rating 0, 112, 1, 1-1/2 and 2 Hr (See Item 2) o r'D �,�� V co�a�A Class II Movement Capabilities - 14X Compression or Extension Glass II Movement Capabilities - 142 Compression or Extension ,` Oo 5 2• Ti ugh penetrant One metallic pipe, conduit or tube to be installed Deither concentrically or eccentrically within the �F C m JOHN N .a firestop system. The min annular space between the pipe, conduit or tube and the periphery of the opening shall be F—E Q B .e. 3B min. 0 in. (point contact). The annular space between adjacent penetrants shall be min 3-1/2 in. The following types and sizes of metallic pipes, conduits or tubes may be used: _ ___ _ ___ 2 ° ; 1 Steel Pipe Nom 4 in. diem (or smaller) Schedul 10 (or heavier) steel Pipe. G a 1 1 1 1 1 a = ltl Il lil , Iron Pipe Nom 4 in. diem (or smaller) cast or ductile iron pipe. l t l l tit it 111 •� Conduit Nom 4 in. diam for smaller) rigid steel conduit. Q d d �� " c ._ .: •.�. .• 111 ll 111 � ; • - ° III a 111 Conduit Nom 4 in, diem (or smaller) steel electrical metallic conduit. 4 dQ• . a. * l it lil l 1 1 1 d e• •. , tt lit Copper Tubing Nom 4 in. diem (or smaller} Type L (or heavies) copper tubing. U) a l A, Pipe Nom 4 in. diem (or smaller) Regular (or heavier) copper pipe. w t 11 l 1 l l l ` a Cavlrh► PP 3. Fdl, Void or 1lakeriap — Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill G material thickens for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. V a L-'—E LA o - � E 2. Steil pipe Nom 8 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. 1. i!'aN It�errdrfy Min 4-112 in. thick reinforced lightweight or normal weight 100-150 pcf) structural concrete. Wall 3' i� Coming MoWeV Nom 1-1/2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed 9 { P ) on the outside with an all—service jacket. Longitudinal joints sealed with metal fasteners or factory—applied, 3 may also be constructed of any UL Classified Concrete Blocks*. 3 4 _ self—sealing lap tape. Transverse joints secured with metal fasteners of with butt tape supplied with -product. The min ._ w , space between adjacent penetrants shall be 2 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. See Pipe and Emelit CoMerlllg — Mlateriak (BRGU) Category in the Building Materials Directory for names of manufacturers. Any pipe covering meeting the above specifications and bearing the UL Classification Marking with a 1. Floor Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. 2. Fkor Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 4. Fil. Void or Cav4 N~ -- Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill ��� ._ 2. Joint *stem Max width of joint (at time of installation of joint system) is 3-1/2 in_ The joint system is designed 3. Joint Slahm Max separation between edge of floor and face of wall (at time of installation of joint system) is ��='� •> 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 material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. 2 3 43 3B a V of the following: installed width. The joint system shall consist of the following: ��14 ,..� A Forming Material Min 4 pcf mineral wool Batt insulation installed in joint opening as a F F FIESTA It>IJRATID+I A FIREST� C ICI tATIIN B FTRESTiP C[11F ATII�i C 1 EST ' �AT$N D Irr� I j Pe q permanent form, Pieces A. Forming Material Min 4 pcf mineral wool butt insulation installed in joint opening as a permanent form. Pieces 2. FkxNe Condon Nam 1 in. diem (or smaller) flexible steel conduit. The min space between adjacent penetrants shall > of butt 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 cam ressed Matt secfwns are 3 Flp. Vbid or MatdW — Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill = �,.-.. mss;.;.; P .�I . 3 Cl3 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 occommodate 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. T•� c =*" w Z •.� 4. FIBREX INSULATIONS INC -- FBX Sating Insulation FIBREX INSULATIONS INC -- FBX Safing Insulation 2. Steil Duct Nom 6 'in. diem (or smaller) No. 28 gauge (or heavier) galve steel duct. The min space between adjacent _ 2 :,� ;;a, � a penetrants shall be 1-1/2 in. s = .• }: 2 1 8. Fill, Void or Cavity Material* --- Sealant Min 1/4 in. thickness of fill material applied within the joint, flush B. Fill, Void or Cavity Material* -- Sealant Min 1/4 in. thickness of fill material applied within the joint, flush 3• RI, '�' — Foam Fill material applied within annulus flush with both surfaces of the wall- Min fil O with top surface of floor. with top surface of floor, PP j 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, DIV OF HILTI CONSTRUCTION CHEMICALS, DIV OF *Bearing the UL Classification Mark FIRESW CXIGMATO E FKSTW CK190TO F FKSTUP CNIMTMN G HILTI INC -- CP601s Elostomeric Firestop Sealant HILTI INC -- CP601s Elostomeric Firestop Sealant 1. Wd Asaiwo The 1 or 2 hr fire—rated gypsum board/stud wall assembly shall be constructed of the materials and Bearing the UL Classification Mark *Bearing the UL Classification Mark System No. C-AJ-4017 in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory F RATING = 3-HR, and shall include the following construction features: owNEWDEVlLOM A. Studs Steel studs 3-1/2 in. deep, fabricated from 25 MSG gals steel, spaced max 24 in. OC. T RATING = 0-14R. B. Gypsum Board* The gypsum board type, number of layers, fastener type and sheet orientation shall be as VAM RESORTS specified in the individual Wall and Partition Design. Max area of opening is 450 sq in with max dimension of DEVELOPMENT 30 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall osembly in which it is installed. COMPANY 2 Through Perretran 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 ARCHUB roPxeCaen A opening shall be min 3/8 in. Pipe, conduit, tubing or cables to be rigidly supported on both sides of floor or wall assembly. The T Rating of the sytem is dependent on the firestop configurations, as shown in the , 2 table below. Any combination of the following firestop configurations detailed herein may be used: . 'J 3 rmtop CmiAlp Don 1 Hr F Rating 2 Hr F g unE 5 T Rating Hr T Ro" Hr own mr,cobrab A 0 1/2 i.. $ 1 1-1/2 MMMPLANNI . `i•• '' C 1/2 1 AesNaHner 0 1 0 HART HOWERTON 1 F 0 0 >�ycer'wryo u` G 0 0 SECTION A-A MUCURU ENGRaM MONAIDE&N@S EM DX 2 3 A p!!Ay Co ftnron Al AVON,CCODP W 2, Cables Max 4 in. diem tightly bundled cable. The min space between adjacent penetrants shall be 4 in. Cable bundle may be any combinotio of the following types and sizes of cables: ' "M G. Max 25 pair No. 24 AWG copper telephone cable with polyvinyl chloride (PVC) insulation and jacket materials. AVON,QDIAVLAW H. Max 7/C No. 12 AWG cable with PVC insulation and jacket materials. crvar.eNCMq= I. Multiple fiber optical communication cables with PVC jacket material and having a max outside diameter of 318 ArYnve�va�nwc vAU,coXoatrDo in. 1. Floor or Wd Assembly — Min 2-1/2 in. thick reinforced lightweight or J. Max 3/C No. 12 AWG steel clad cables with PVC insulation and jacket materials. normal weight (100-150 pcf) concrete. Wall may also be constructed of K. Max 3/C No. 8 AWG cablew with ground with PVC insulation and jacket materials. PROJECT NUMBER: 20900.00 any UL Classified Concrete Blocks *. Max area of opening is 1024 sq in. L. Max RG 59 coaxial cables with PVC insulation and jacket materials. 3. F1111, WW or Cavity — Foam Fill materiial applied within annulus flush with both surfaces of the wall. Min with max dimension of 32 in. fill material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Raking is 6 in. �� REVISION DATE See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 04 CONSJC DO(: 2. file Trot► • — The following types of cable trays may be used: F B A Max 24 in. wide by max 4 in. deep open ladder cable tray with 2. Copper Tuber or Pipe Nom 1 in. diem (or smaller) Type L copper tube or nom 1 in diem (or smaller) Regulory (or FOR PERART (Y7•23.04 channel—shoped side rails formed of min 0.050 in. thick steel with heavier) copper pipe. Min space between adjacent penetrants shall be 3 in. 05/06 CONSI'DOC 08.13.04 A—shaped rungs spaced 9 in. OC. 3: Tube kwAaft — Pkmft+ Nam 314 in. thick acrylonitrile butadiene/polyvinyl chloride (A6/PVC) flexible foam B. Max 24 in. wide by max 4-3/16 in. deep open ladder cable tray furnished in the form of tubing. The min space between adjacent penetrants shall be 1-1/2 in. 07 BLDG.2/CONST. '09.02.04 formed of min 0.097 in. aluminum with 7/8 in. wide by 1 in. deep See Punt M+ (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 BLDG.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 tray only one may be aluminum. The annular space between the 4. r�llop 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 BILDG.S/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 wall assembly. 5B FINAL CONST 01.03.05 3. Cables — Aggregate cross—sectionol 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 troy and Min fill material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. 6A/7A/8A/9A/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 F' robon C combination of the following types and sizes of copper conductor cables may be used: 2• pONM CWoft (PC) Pipe Nom 2 in. diem (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. rsestaP Slalom The firestop shall consist of the following: jacket. A. Fill, Void or Cavity Moterial* -- ;rap Strip Two min 2 in. wide wrap strips applied in a single wrap, flush with C. Max 100 pair No. 24 AWG cable with PVC insulation and jacket. both surfaces of wall. 4. Forma (Not Shown) — Used as a form to prevent leakage of fill material B. Fill, Void or Cavity Material* — Foam Fill material applied within annulus flush with both surfaces of the wall. during installation. Forms to be a rigid sheet material, cut to fit the contour of the penetrating item and positioned as required to accommodate 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. 4 the required thickness of fill materials. Forms may be removed after fill material has cured. 5. FR. Void or Dm* Mlaberw -- Mortar — Min 2-1/2 in. thickness of fill material applied within the annulus. Fill material is mixed at a rate of 2.5 I=I R ESTO P P I N G o N parts dry mix to one part water by weight in accordance with the installation DETAILS instructions supplied with fill material. HILTI CONSTRUCTION CHEMICALS, Diu of TUNNEL & RESIDENCES HILTI INC — Type FS635 or CP636 *Bearing the UL Classification Marking M CONCRETE FLOOR TO CONCRETE FLOOR TO CABLE TRAYS IN MULTIPLE PENETRATIONS IN a 0 u c, FLOOR JOINT : 3 — HR RATING WALL JOINT : 3 — HR RATING CONCRETE : 3 — HR RATING GYPSUM : 1 OR 2 — HR RATING �] CAJ-4017 SCALE: N.T.S. WIL.-80119 M SCALE• N.T.S. FED—toll SCALE: N.T.S. f1lYD—tote 2 SCALE: N.T.S. A553 Y " a A 1'_ 1/8" TO 1/4" GAP NOTE: DELETE CAVITY A @2004 42140 ARCHITECTURE, INC. " FILLED WITH FIRE SIDE LAYER OF GWB VARIES 1'-2" 1/8" TO 1/4" GAP FILLED RATED SEALANT. WHERE FURRED WALL WITH SEALANT. ASSEMBLY ASSEMBLY SHALL BE OCCURS. SHALL BE AIR IMPENETRABLE, AIR IMPENETRABLE. Q��' QF C�IO�•� .. (,) LAYER j- TYPE �~ � 3 TYP. Q STRUCTURE "X" GWB O AL CEILING RUN ER 1 x or 2x WOOD A E. RAN BOTTOM OF S k HEAD - MET VAPOR RETARDER ON JOHNS d - SIDING (RE: EXT. FIBER GATT, TYP. INSIDE FACE OF WOOD ELEV'S) �' WOOD TOP PLATES STUDS (TYP.) I (3 LAYERS I" TYPE 'X' OUTSIDE GW �F �v '.° STONE VENEER B WITH STAGGERED SHAFT 51gE INSIDE JOINTS WEATHER—RESISTANT FULLY GROUTED 2X6 WOOD STUDS 0 16 BARRIER FURRED STUD WALL 1" LINER BOARD (RE: PLANS FOR I °- WITH FLASHING HEAD I - ((2) LAYERS �" TYPE 'X' " " WALL TYPE AND WEEP WB WITH STAGGERED SILL " O.C. WITH FIBER BATT } I I A ' HOLES JOINTS © {2} LAYERS TYPE X GWB I" PLYWOOD d ° OUTSIDE PROVIDE ADDITIONAL LAYER METAL J—RUNNER A SHEATHING ON 2X6 WOOD STUDS w INSIDE I I - OF GWB WHERE MASTER 1 g" TO 1 4" GAP VARIES WEATHER— BEDRM. OCCURS V RESISTANT FILLED WITH FIRE RATED SEALANT. p BARRIER ASSEMBLY SHALL BE FIRE ASSEMBLY Z Q I I GRID AIR IMPENETRABLE_ w I.4 _ 1" LINER BOARD PER UNDERWRITERS LABORATORIES INC.: PLAN BXUV.U356, Design No. 0356 2�" C—H STUD ® 24" O.C. _ 8" 7"t -� o " AIRSPACE, � (2) LAYERS TYPE "X" �" GWB Li W I W S ACE, MIN. PROVIDE ADDITIONAL LAYERS W F PER UNDERWRITERS LABORATORIES INC.: 2x6 WOOD STUDS BXUV.U356, Design No. 0415 OF GWB AS REQ'D. PER DTL. 0 16" O.C. 2/A535 SIM. Q Irt O 51" BATT INSULATION 2-HR SHAFT WALL 1 -H EXTERIOR WALL C� �WD. S IDING V SILL FILL 3" CAVITY WITH , _p u Q � .� a I MINERAL WOOL, APPROVED ._ I AS FIREBI_OCKING ® I� WOOD SILL PLATE 7 " 1 —HR EXTERIOR WALL C� CONC. FDN. I TOP OF SLAB NOTE: DELETE CAVITY V z SIDE LAYER OF GWB 1/8" TO 1/4" GAP FILLED WHERE FURRED WALL (1) LAYER " TYPE WITH SEALANT. ASSEMBLY OCCURS. " " GWB STUCCO SYSTEM W O i~ - SHALL BE AIR IMPENETRABLE, � VAPOR RETARDER ON WEATHER—RESISTANT � TYP. ® INSIDE FACE OF WOOD PROVIDE ADDITIONAL LAYER STUDS (TYP.) BARRIER A OF GWB WHERE MASTER STRUCTURE BEDRM. OCCURS HEAD INSIDE OUTSIDE WOOD TOP PLATE(S) " PROVIDE VAPOR A WOOD STUDS ® 16" O.C. � PLYWOOD BARRIER WHERE WITH 54" FIBER BATT SHEATHING ON STEAM SHWR. OCCURS A 2X6 WOOD STUDS OWNMUDEVELOM 1 BATHROOM SIDE " 1 ,t 3 LAYERS " TYPE 'X' VAIL RESORTS WITH STAGGEREp 5/8" GREEN BOARD DEVELOPMENT SILL JOINTS 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 w00D SILL PLATE ��� PLAN 2x6 WOOD STUDS 0 16 O. K4 T { OR FALL 0 DEMISING 2x6 WOOD STUDS FA / Itj" C, TYP. PROVIDE ADDITIONAL LAYERS GREEN BOARD OF GWB AS REQ'D. PER DTL. (2} LAYERS I" TYPE 'X' ® 2/A535 SIM. o ,Cokado GWB WITH STAGGERED FIBER BATT K3 2X4 WOOD STUDS PER GYPS QM A S CIATI N FIR JOINTS A PLAN DELETE FIBER BATT & GWB & D � EE$I TIV N A (16TH PROVIDE ADDITIONAL LAYER PROVIDE STUCCO SYSTEM BOTH ED.) GA FILE N0. 3820 SIDES OF GWB WHERE MASTER WOOD STUDS ® 16" O.C. HARTIHOWERTON BEDRM_ OCCURS " GWB K2 ERIOR WALL ® PIERS 2X4 WOOD STUDS mmyom mmvow NOTE: ANY LATERAL BRACING CONNECTION DELETE FIBER BATT & GWB SHALL EMPLOY A CAVITY SIDE RUBBER—IN--SHEAR ISOLATED SWAY r BATHROOM W 2X6 WOOD STUDS ® 2X4 WOOD STUDS Ti BRACE, TYP ® DEMISING WALLS. N ALL EXTERIOR WALL ® SKI CLST. r� _ , ,., ..__ .. •--- scAL�: , , z = t -o src 44 Ki ._ CL ST. -- - - ..,.__. DELETE FIBER BATT KsENcDaMRSRC AVON.[O[ARM0 NOT USED 2—HR �MlSING �W� LL BATHROOM WALL 2X4 WOOD STUDS ® 1 —HR EXT WALL C�? STUCCO 2X&DWOOD Azrn�s�,W_N sCALr=: , , z = , src 44 u a veu.,cxnfmtmo Q VARIES ® 2X6 WALL NQTE, FLOOR PLANS " PROJECT NUMBER: 20900.00 MIN. T 4 " ® 2X4 WALL GRAPHICALLY INDICATE THICKNESS OF TYP. FRAME ISSUE REVISION DATE WALLS (2X4 OR 2X6) HEAD I I STRUCTURE 1' -1 " 06 CONSTDOC _ I WOOD TOP PLATE(S) HEAD STRUCTURE FOR PERMIT 08.13.04 PRIMARY WALL Q WOOD TOP PLATE(S (1) LAYER " TYPE 07 BLDG.2/CONST. 09.02.04 (RE: PLANS FOR "X" GWB STONE VENEER ® WALL TYPE) —WOOD 6 O.CTUTYP.� VAPOR RETARDER ON FULLY GROUTED BIDG.3/CONST. 09.24.04 1 � ° WITH FLASHING Q Q 9A 8 Q .. INSIDE FACE OF WOOD A BLDG.4/CONST. 10.11.04 Q 5/8 GWB " . AND WEEP HOLES FIBER BATT © STUDS (TYP.) 10 BLDG 5/CONST. 10.25.04 PROVIDE VAPOR FIBER BATT, TYP. OUTSIDE /� I I INSIDE A6A/7A/8A/9A/]OA/1] SILL RETARDER ® WARM SIDE O I I OF EXT. WALLS, TYP. SILL WEATHER—RESISTANT FINALCONST 0].03A5 BARRIER SILL PLATE WOOD STUDS ® 16 O.C. 16 ADDENDUM 5 05.16.05 WOOD SILL PLATE Q 1 WITH 5 " FIBER BATT PLYWOOD . SHEATHING ON 5/8" GWB 2X6 WOOD STUDS WOOD STUDS 0 16" PLAN WOOD STUDS 0 16" O.C. O.C., TYP. 6 " 7"f PLAN Q Q FIRE ASSEMBLY 8 PRIMARY WALL M (RE: PLANS FOR 5/8" GWB ON EACH SIDE OF STUD PER UNDERWRITERS LABORATORIES INC.: s WALL TYPE) © BXUV.U356, Design No. U356 M4 IN 2X6 WOOD STUDS S A. NOT USED DELETE GWB ® ATTIC SIDE OF 2X6 WOOD STUDS M3 WALL � J2 EX R�QR WALL � DEMISING . ......_. WALL TYPES M PROVIDE ADDITIONAL LAYERS UR 2Z WOOD STUDS NO IJ OF GWB AS REQ'D. PER DTL. RESIDENCES Q2 : , TE GWB & FIBER 2/A535 SIM. BATT ® ATTIC WALLS J i E I A P ERS 2x�WOO�DSTU�DS R p1 2X4 WOO D STUDS 8 ��W ALL zx6 wooD sTUDS DEL � & GWB sCALE: CA VITY SIDE s NOT USED FURR �"�A�LL 2x6 wooD STUDS INTERIOR WALL 2x4 wooD sruos T 1 —HR EX�TE �lq R WA��L STN. UDWOOD 0 S SCALE: 1 t 2 M SCALE: t 1 2 s 1 -a° � u 3ss / sr v m U Ol � DOOR SCHEDULE DOOR SCHEDULE (CONrD.) 20fl4 42140 ARCHITECTURE, INC. a� cQ�Oy� � o0 DOOR ROOM NAME S12E DOOR FRAME LABEL HARDWARE REMARKS DOOR ROOM NAME SIZE DOOR FRAME LABEL HARDWARE REMARKS E. RAN AL N0. WIDTH HEIGHT THK. TYPE MAIL MAT'L HEAD JAMB THRESHOLD (MIN.) SET N0. WJOHN N TYP E MAT-. Mai- HEAD JAMB THRESHOLD (FAIN.) SET UNIT TYPE A ® ® UNIT TYPE B A ® ti 20 1 ~ T07B LOWER ENTRY - - - - HM I PT HMI PT - - - 180 - Refer to Tunnel Construction Package T08B GARAGE ENTRY - - - - HM 1 PT HMI PT - - - 180 - Refer tD Tunnel Construction Padcage TOTC GARAGE 16 - - - - HM 1 PT HMI PT - - - 90 - Refer to Tunnel Constf Kft Package T07C DUMBWAITER - - - - HM 1 PT HM/PT - - - 90 - Refer to Tunnel Construdlon Package T07D MECHANICAL - - - - HM I PT HMI PT - - - 180 - Refer to Tunnel Construdton Padkaoge T07D MECHANICAL. ® - - - - HM 1 PT HMI PT - - - 180 - Refer tD Tunnel Construction Package A001 CLOSET Pr. 1'-r T4" 13/4' A WD 1 ST WD/ST I QfA7'12 91A712 - 03 B001 LOWER ENTRY 2'-' T-0" 1314" A WD I ST WD I ST 101A712 9/A712 - 06 AOO1 B STORAGE T-W T40" 1314" A WD 1ST WD I ST 1 WA7'12 91A712 - 06 BOul. B LOWER ENTRY 2'$' T-0" 1314" A WD I ST WD 1 ST 101A712 9/A712 - 06 V AO0 BATH 1 2--V T-0" 1314" A WD I ST WD I ST 10/A712 91A712 - 02 STORAGE 2'-6' 3'-4" 1314" A WD I ST WD I ST 10/A712 9IA712 - 06 Low Door to Under-Statr Storage Z O A00 BEDROOM 1 2'-8" T40" 13(4" A WD I ST WD I ST 101A712 9/A712 - 02 FAMILY ROOM 4'-9 314'x 9'2'(unit) B GIST WD I ST 61A712 7/A712 31A535 - 05 Slides A003B BEDROOM 1 Pr.2'-0" T4' 1314" A WD 1ST WD f ST 10/A712 9/A712 - 08 Bi-Pass BEDROOM 2 2'-r T-0" 1314' A WD f ST WD 1ST 10/A712 9IA712 - 02 Q BATH 2 2'-4" T-0" 13/4' A WD I ST WD I ST 10/A712 9/A712 - 02 B0068 BEDROOM 2 Pr. 1'-10" T4' 1314' A WD I ST WD 1ST 101AT12 91A712 - 08 A004B BATH 2 2'4" T4' 1314" A 7)T WD I ST 10/A712 91A712 - 02 8007 BATH 2 2'-4" T-0' 1314' A WD I ST WD 1 ST 101A712 91A712 - 02 W � BEDROOM 2 2',8" T-W 1314" A WD 1ST IOIA712 9/A712 - 02 BEDROOM 1 2'-8" r-W 1314" A WD 1 ST WD 1 ST 10/A712 91A712 - 02 �j O BEDROOM 2 Pr. V-88 13/4" A WD I ST WD 1ST 101A712 91A712 - 08 pi-Pass BODOB BEDROOM 1 Pr.Z4r r-W 1314" A WD 1 ST WD 1 ST 1 OIA712 9(A712 - 08 Bi-Pass A007A FAMILY ROOM 4'J9 314"x 9'2'(unit) B GIST WD I ST 61A712 71A712 31A535 - 05 Slider B009A BATH 1 2'4" T-W 1314" A WD 1 ST WD 1ST 10712 91A712 - 02 w A A00713 STORAGE 7-fi" 3'4" 1314' A WD I ST WD!ST 101.0112 91A712 - 06 Law Door to Under-Stair Storage ® BM BATH 1 2'4' T40' 1314' A WD 1ST WD I ST 101.0712 91.0712 - OZ w Aim SKI CLOSET 2'-6" T0 13/4" A WD 1 ST WD 1 ST 10/A712 91A712 - 07 Provide weather stripping B10 2' Sig CLOSET -6" r-W 1314" A WD 1ST WD 1 ST I QfA712 91A712 - 07 V ;e: Al ENTRY&SIDE LITES fi=2112' 8'0 2114" G WD I ST WD 1ST 3IA712 21A712 BIA531 01 Arched tDp Y-W wide door. B1 ENTRY Y4r 8'-0' 2114" C1 WD I ST WD 1ST 3IA712 21A712 81A531 - 01 Arched top door. W A103B CLOSET Pr 1'-6" r-W 13/4' A WD—I ST —WD/ST 101A712 9/A712 - 03 B103B ENTRY Pr. 114" T40" 1314" A WD 1ST WD 1ST 101A712 91A712 03 A103C DUMBWAITER - - HM!PT HM 1 PT - 81A712 - 90 04 Refer to Tunnel CmsWdton POCIM a 01 04A UTILITY 7-4' T0 1314' A WD 1ST WD 1 ST 10fA712 9/A712 - 06 A1030, DUMBWAITER2XK VERIFY 2'4' 1314" E WD I ST WD I ST 8JA712 Door to Conceal Rated Metal Door B1048 DUMBWAITER - - HM IPT HM 1 PT - - - 90 04 Refer tD Tunnel Conn Package Al POWDER 2"-4' T0 13(4" A WD 1ST WD 1 ST 10/A712 9/A712 - 02 r124: DUMBWAITER VERIFY 2'-8' 1314" E WD I ST WD I ST 81A712 Door tD Conceal Rated Metal Door A107 DINING ROOM 5-10"x 8'--2"{unit) B G 1ST WD/ST 6/A712 71A712 5/A532 - 05 Slider. POWDER ' 1314" A WD 1ST WD I ST 101A712 91A712 - 02 All MASTER BEDROOM 2'$' T-0" 1314" A WD 1 ST WD 1 ST 1 O/A712 91A712 - 05 DINING ROOM 51-10'x 8'2"(unit) B GIST WD I ST 6JA712 71A712 5fA532 - 05 Sliding patio doors. OWNEVEFEMLOPER Al l IA MASTER BATH 24" T40" 13(4" A WD I ST -WD/ST 10/A712 9/A712 - 02 VAIL RESORTS All 113 MASTER W.C. 24' T-0" 1314" A WD I ST WD I ST 10/A712 91A712 - 02 B202A BATH 3 2'4' T-0' 1314" A WD I ST WD I ST 10/A712 9/A712 - 02 DEVELOPMENT Al 12A MASTER CLOSET 2'-4" T0 1314" A WD 1ST WD 1ST 10/A712 9/A712 - 06 B203A BEDROOM 3 2'-8' T-0" 1314' A WD 1ST WD I ST 10/A712 9/A712 - 02 COMPANY Al 13A UTILITY 2W T40" 1314" A WD/ST WD 1ST 10/A712 91A712 - 06 8203B BEDROOM 3 CL Pr.3'-0' 7'-W 1314" A WD 1ST WD I ST 10/A712 9/A712 - Og BWm AVON,COLORADO OFMCCED B204A MASTER BEDROOM 2'48" T4' 1314" A WD 1ST WD I ST I O/A712 91A712 - 02 A201 BEDROOM 3 2'-8" T4' 1314" A WD I ST WD 1ST 101A712 9/A712 - 02 B204B MASTER BEDROOM 4'-8"x T-2114"(unit) D GIST WD I ST 0712 SIM 71A712 51A532 SIM - 10 French Inswing P*AMCM Itj A20 BATH 3 2'-4" T-0" 1314" A WD/ST WD 1ST 10/A712 91A712 - 02 B MASTER BATH 2'-4' T-0" 13/4" A WD I ST WD 1 ST IWA712 91A712 - 02 A20* BATH 3 W.C. 2'0 T4' 1314" A WD I ST WD I ST 10712 9/A712 - 09 Pocket door. B205B MASTER W.C. 2'-4' r-W 1314" A WD I ST WD I ST 101A712 9/A712 - 02 Dower.C°'"'"db CLOSET 3A 2'-' T-0" 1314" A WD 1ST WD 1 ST 10/.0712 91A712 - 06 B MASTER CLOSET 2'-4" T4" 1314" A WD/STJ WD 1ST 101A712 91A712 - 06 ''"' p'�"'n`'� Y A203B CLOSET 3B 2'-T T-0' 13/4" A WD I ST WD 1 ST 10/A712 91A712 - 02 NOTES. HART I HOWERTON BEDROOM 4 2'48' T4" 1314" A WD!ST —WD/ST 1 OIA712 9/A712 - 06 1. FINISHES:Refer Specification Section 08710. CLOSET 4A 2'-' r4r 1314" A WD I ST WD 1ST 101A712 9/A712 - 06 2. Patio Doors hen been sdoduled and com*wteid awwding to'Eagle'spealie details. If ano w marxifacturelr is selected patiem door sba may levee aEdluslimb. grRUCrUMLENGDMM uar»as&zvgwsu S'm A205B CLOSET 4B 2'-4' T4' 1314" A WD I ST WD 1ST 10/A712 0712 - 06 ""°''',C°L°R"°° WUMMM> OrGNM BATH 4 2'-4" 10 1314' A WD 1ST WD I ST 10fA712 91A712 - 02 AVON,COLOPADO A206B BATH 4 W.C. 2'0 T-0" 1314" A WD I ST WD I ST 10712 91A712 - 02 DOOR MATERIAL LEGEND vim ° E2ide S PROJECT NUMBER: 20900.00 MATERIAL FINISH REMARKS g Elevations for operator indications. HM HOLLOW METAL PT PAINTED RE: ID ISSUE REVISLON DATE Tempered Safety Glazing where required by code. Door Type Elevations on this sheet indicate glazing that WD WOOD ST STAINED RE: ID 04 CONSTDC�C mpered with the symbol T " G ALUM. C LAD WOOD ST STAINED RE: ID FOR PERMIT 07.23.04 w/FULL LITE GLASS 46 CONST DOC F FOR PERhIIT 08.13.04 ® 2x6 WOOD TRIM ABIDE 2/CDNST. 04.02.04 V—GROOVE A BLDG•3/CDNsr. 04.24.44 SEE WINGS PEEPHOLE GLASS INSUL. FOR DOOR ® MESQUITE WOOD 09 BIDG.4/CONST. 10.11.04 f: 5 TYP. SPA=CIFlCATIONS ® " 10 BIDG.S/CDNST. 10.25.04 A-6A/7A/SA/4A/10A/11 SEE FINAL CONST 01.03.05 SCHEDULE DULE _ APL RRBCPIONS 04.07.05 M N t�a ADDENDUM 5 05.16.05 LU t _ 7 OD a W i s L W l = q I O O O N to T W 54 3 T1 W a V) IU co VERIFY NOTE: INCLUDE i FRAME _ TYPE C (WITH SIDELIGHTS & T T PEEPHOLE DOOR) WEATHE STRIPPIN ' T T N DOOR & STONE TWE C1 (WITH HALFLITE GLAZING) THRESHOLD SCHEDULE Y RESIDENCES r a 3'--O" SEE SCHEDULE 3f—O� 3'_0.. SEE SCHEDULE - � SECTIO.NDE.TAl E C A71 1 DOOR TYPE A DOOR TYPE B DOOR TYPE C DOOR TYPE Cl DOOR TYPE D DOOR TYPE E O N Q V U 4 © 2004 4240 ARCHITECTURE, INC. WEATHER—RESISTANT BARRIER 41E tv colo"A 3/4" STUCCO SYSTEM (0 WOOD SIDING, SIM DTL) E. RAN AL DRIP SCREED MTL FLASHING W/ 1/2" JOHN N , - HEMMED EDGE AND 6" EXTERIOR WALL EXTENSION UNDER WEATHER— SEE WALL TYPES SHEET RESISTANT BARRIER 3/4" STUCCO SYSTEM 3/4" STUCCO SYSTEM �► ♦ 2X8 FIR HEAD 200 WOOD TRIM ® WEATHER—RESISTANT BARRIER TRIM SET FLUSH WRAP WEATHER-RESISTANT BARRIER 0 STUCCO WALLS, W/ FIR EXTENSION OVER FRAME 2X8 FIR HEAD 3x10 WOOD TRIM SEE WALL TYPES SHEET AND ADZED IN WOOD SIDING WALLS PLACE TO APPEAR 3x10 WOOD A _ � TRIM SET FLUSH 2x8 WOOD TRIM AS SOLID TIMBER HEAD TRIM W W/ FIR EXTENSION AND ADZED IN A u PUKE TO APPEAR z AS SOLID TIMBER 0 . A >4 A owlAa 1 x4 WOOD TRIM V) W � 2x DOOR FRAME �O FIR EXTENSION 2x DOOR FRAME A � O SEALANT & BACKER ROD ® x � SLIDING DOOR SYSTEM FIR EXTENSION u� � ��Rj NG DOOR HEAD A FRONT ENTRY DOOR HEAD CLOSET DOOR I-IEAD ENTRY PORCI 1'-0" A—oT-at.dwQ Z ® 0 3/4" STUCCO SYSTEM GYP. WALL BRD WEATHER—RESISTANT BARRIER SEE WALL TYPES SHEEP RADIUSED BEAD STONE SILL BELOW 2x WOOD FRAME © 2x6 WOOD TRIM VAIL RESORTS GWB GWB � CLAD WINDOW/DOOR SYSTEM wooD DEVELOPMENT WOOD EXTENSION EXTENSION I SEALANT & BACKER ROD COMPANY AVON,COLORADO m�r ogx�ovan SEE WALL TYPES SHEET Ar,ct 2x DOOR FRAME Iti 3X 8� fl BEM 3X8 HAND ADZED ,I - L I FIR HEAD TRIM 0 Denver,comrade I I MMMPIAN;M a DESNW AROffrWr 2x6 WOOD TRIM L — -- — — — — -- ---- — -- — SEALANT & HART HOWERTON 2x WOOD TRIM BACKER ROD N WY0MN wY0ltc SEE WALL TYPES SHEET WEATHER—RESISTANT BARRIER V7 ® M�o �L�x- n�c 2x DOOR FRAME WOOD EXTENSION 3/4" STUCCO SYSTEM AVON.UU AM WMCHAMCAL A[BCrMCAL WWANM M a R4GnQMlM,nac CORNER BEAD STONE SILL BELOW AVON,COIAAADD ciMaxcx STONE SILL BELOW °''$ ''�� VAH.COLDRAM INTERIOR RC ® ' 1p " , " OOR HEAD TYP. SLIDING DOOR JAMB A- -��w9 4 CLOSET DOOR JAMB ENTR 0 DOOR JAMB Cam? ENTRY UNIT A '° ''�" °°°° 3 A—DT-63.dwg •— " ° A—CT-42.dwq � 3" � ��—Ow A—DT-4fidwy ISSUE 1MVISION DATE 06 CONST DOC AFOR PERMIT 068.13.04 GWB 1y4" RADIUSED CORNER BEAD BLDG.2/CONST. 09.0204 I INTO 1 1/4" JAMB 08 BLDG 3/CONST. 09.24.04 RADIUSED BEAD GWB 09 BLDG.4/CONST:-'10.11.04 WOOD EXTENSION 10 BLDG.5/CONST. 10.25.04 1y4" RADIUSED CORNER BEAD A6A/7A/W9A/l0A/11 INTO 1 1/4- JAMB © 1 1/4" JAMB FINAL CONST 01.03.05 � Gw8 �8 2x DOOR FRAME to ADDENDUM 5 05.16.05 SEE WALL TYPES SHEET 2 1 1/4" JAMB A, 1 x6 WOOD I TRIM 2x WOOD 6 1 Y DOOR FRAME "3PC" BASE TRIM CORNER a ti ! (BELOW) 2x WOOD TRIM 3/4" BASE TRIM (BELOW) n DOUBLE DOORS 2x6 WOOD TRIM SHOWN IN OPEN DOOR TYPES "3PC" BASE TRIM CORNER POSITION DETAILS (BELOW) 3/4" STUCCO SYSTEM RESIDENCES 314" BASE TRIM (BELOW) N UMB AITER DOOR JAMB DOOR JAMB @ ENTRY �UNIT B p RI 0 0 R JAMB TYP. 8 3p A_ur_u,e d„q E 3 — Z -0 A-0T-7aAdwq a r c 3 a M Y u m Q 2004 4240 ARCHITECTURE, INC. L 5'-4" 2'-4" S-4 OS " 4'_s" 4'-�° 4•-8" 4.-8" 2'-2a Of dal p99 5-4" I a i' E. RANDAL JL ' jL L JOHNSON a "' f 1 r r co � 10 (�� 10 LO V D p LL E m E E co Do = W 11 Liu -------j 61 M O] � O M d] N r7 N N O T.O. PLYWOOD SUBFLOOR N Q � TYPE A TYPE TYPE C TYPE D TYPE E TYPE F TYPE G TYPE H TYPE I �r.y 10'-4" x � V c� I CV —+5_1 wo I� n8 08 B'-p" 10'--4" a8 _ a 3'-3" 4'-8" i x � 4,-8" N N cV 10 I N 0 _ _ I N IL :1E —1L :1L r 1E JL U-1 I = Q�WNBTR/DEV R `° �° I VAM RESORTS M It I o ; tb cD f = DEVELOPMENT M f u7 M I T T _� f �, I o COMPANY iw co AVON,COLORADO . I T E E d E E A�OF ZAJI - - ■ cV I MQA rIBGTtJRE N N N �—�+ . T.O. PLYWOOD suaFLOpR 4MR01 r r Ir r r MASTMPLANNM DARQffrSCr TYPE J TYPE K TYPE L TYPE M TYPE N TYPE 0 TYPE P HAR 1!2WW R IDN os �� sTRUCTURAL WNW SWOM - UWT TYPE A i�og A » FRAME SZE ROUGH OPENING HEAD R.O. HT. ABOVE sEECtUrOCeL ELEMWALENGRHM TYPE WIDTH x HEIGHT WIDTH x HEIGHT PLY WD. SIIBFl001i NOTES VONSnae� AVON.COL[3EAD0 A (2) 2'-8" x 5-6" 5--4 112" x 5-6 112" 5-3 112" CIM AIPM HNC NRGR=,AVG. 8 2'-4` x 4'-6" 2'-4 1/2' x 4'-6 1/2' 8'-3 1/2" VAU.CO ORAW C (2) 2'-8" x 4'-0" 5-4 1/2' x 4'-0 1/2" 1-4 3/4" D (2) 1'-8' x 5-6" 3'--4 1/2" x 5'-6 1/2' PROjECTNLTMBER 20900.00 E (2) 2'--4" x 4'-6" 4'-8 1/2" x 4'-6 1/2" 8'-1 1/2" ISSUE REVISION DATE F (2) 2'-0' x 5'-6' 4'-0 1/2" x 5'-6 112" 8'-3 112" 06 CONST DOC 08 G (2) 2'-4' x 5'-6' 4'-8 1/Y x 5-6 1/2" 5-3 1/2' FOR PBRMIT 0$.13.04 101-4m 4.'$. H (2) 2'-4' x 4'-0' 4'-8 1/:r x 4'-0 1/2' 7'-9 1/f BLDG.3 1CONST. 09.2404 J. I 2'-2" x 5'-6' 2'-2 112" x 5-6 1/2" 8'-3 1/2" SEE ENLARGED PLAN 2/A511 09 BLDG.4/CON ST. 10.11.04 .f 3'-3" x 5'-6" 3'-3 1/2" x 5'-6 1/2' 8'-3 1/2' SEE ENLARGED PLAN 2/A511 j� � 10 gLDG.5/CONSF. 102504 K (2) 2'-4" x 3'-6" 4'-8 112' x 3'-6 1/2" 7'-4 3/4" 6A/7A/8A/9A/i0A/11 `1' 10'-4" `V 4'-$" L 5-113 L (2) 2'-8" x 6'-6` 5'-4 1/Y x 5-8 1/2' 9'-3 1/2' FIl�TAL CONST 01.03.05 M 9'-0' x6'-5' 9P-0 1/2" x is-6 1/2' 9'-3 1/2" a is 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` TRAW30MI ;r o `i P1 2'-8' x 2'-8 1/4' / 5'-0` x 2'-8 1/4'/ 2'-8" x 2'-8 1/4 10'-4 1/2" x 2'-8 314" 13'-3 1/4' TRANSOM - - ;,, Q 2'-8' x 6'-6" / 5'-0' x 6'-6' / 2'-8" x 6'-6" 1a+-4 112" x 6'-6 112" 1Q'-3 1/2" o a a ° 0 2'-8' x 1'-8" / 5'^0' x 1'-8" / 2'-8" x 1'-8" r [D R 4'-8' x2'-8 1/4' 4'-8 112' x 2'-8 3/4" 13'-3 1/4" TRANSOM 5 4'-8" x 6'-6" 4'-8 1/2" x 8'-2 1/2" (2) 2'-•4" x 1'-8" 6'-0 1/4" x 1'-9 1/2" 10'-3 1/2' ward MUAtirk d4TLM t w door below GENERAL T.O. PLYWOOD SUBF'LOOR `" �� I. see Bulding Elevations for operator indicatloos. WINDOW SCHEDULE 2. 1 Tempemd Sdety Qaimg where required by rode. Wil*w Elevations on Va sheet wAcate glazing that Ad be teEnpered with the syw6ol ' T " UN1T TYPE A 3. Provide Emergency Egress Vmdow Units where required by code. Window Elevations on this sheet indicate units that ate be egress with the sywbd ' E TYPE P1 TYPE Q TYPE R TYPE S TYPE T 1 UNIT TYPE A WINDOW SCHEDULE & ELEV. A751 3�8 At WINDSM.dw9 ® 2004 42140 ARCHITECTURE, INC. 2'-2' L 3'-3' - 4'-8" 3'-4° T-0' 4'-8' 4'-0' 4-8 ® Qv col Qft� 5-4" 2'-0' N N N 'N _f I E. RAN AL `° f I .JOHN N 20 1 ;n I L -1L :]E -1L QD I _ C- c co c co p � . G to io Lo ir) ' E E f7 co E VJ M1 e n w ° V I al M Q1 �' N N N O N N � N w T.O. PLYWOOD SUBFLOOR — — _ — — — }4 ML TYPE AA TYPE BB TYPE CC TYPE DD TYPE EE TYPE FF TYPE GG TYPE HH TYPE li TYPE JJ 0 A 4'-8' 3'-6 1/2" Q4 !d z -c-4 7,-8" ® w o ® 4'-8" N 4'-8' V 2p_D" 4'-0° , — ---�`- sN N f ® = o _I ` I �o rt I a IE -1L ip N N ° N a a f l N I N C.0 j' ►i1 ` M co a co ` oo to f _ `° I '� 'M VAIL RESORTS I z Q o DEVELOPMENT COMPANY I E E T AVON,COLORADO L_ O a AaCfo UMOF INECC D MC7 W O cn [V N CV lV q I I ■ J T.O. PLYWOOD SUBFLOOR QQ 1 N N — — — — — — — — — — — — — — Darner,odorado MASTMPLmom TYPE KK TYPE LL TYPE MM TYPE NN TYPE 00 TYPE PP TYPE QQ TYPE PP1 TYPE RR TYPE QQ 1 HART HO WERTON roMNW STRUCTMALSISIGHMIM NMNDONY SCHEDULE – UNIT TYPE 43 evaf`r,CoUXwO FRAME SIZE ROUGH OPMIG HEAD R.O. HT. ABOVE l&IeMqGnJaess,ngc TYPE NINTH x HEIGHT MIRTH x HEIGHT PLY IND. SUBFLOOR NOTES AVON,CodDsA00 AA r-2' x 5-6' 2'-2 1/r x 5-6 1/2' W-3 1/2" SEE ENLARGED PLAN 2/A511 CrYMENUNM BB 3'-3' )(5'-6' 3'-3 1/2' x T-6 1/2" 8'-3 1/r SEE ENLARGED PLAN 2/A511 vin,combo 7.-8. 7'-1' CC (2) 2'-8' x 4'-0' 5-4 1/2' x e-0 1/2' -1-43/40 PROJECT'NUMHBR 2090000 DD (2) 2'-4' x 4'-6' 4'-8 1/2' x 4'–$ 1/2' 8'-1 ® EE r-0' x r-6' 2'-0 1/2' x r-6 1/r r-3 1/2 ISSUE REVMON - DATE FF (2) 1'-8' x 5'-6' 3'-4 1/2' x 5'-6 112' 9-3 1/2` 06 CONS'TDOC GG (3) 2-4' x 5'-6' 7•-0 1/2' x 5'-6 112' 8'-3 1/2' FOR PERAQT 08.13.04 o f ►n Ln HH (2) 2'-4" x 4'-6' 4'–$ 1/2' x 4'-6 1/r 8'-3 1/2' BLDG 2/CONST. 09.02.04 II (2) r-0' x 5'-6' 4'-0 11r x 5'-6 1/r I1•-3 1/2' ®BLDG.4/CONST. 10.1104 7'-1- J,i (2) r-4' x 5-6' 4'-8 1/2' x 5-6 1/r e'-3 1/2' 10 BLDG 5/Comr. 10.2504 KK* 2'-0' x 3'-6" 2'-0 1/2' x 3'-6 1/2' Y-4 3/4' ' VERIFY P GLAZING REQUIR ENTS W/ ® 46A/7A./8A/9A/10A/11 mm/ LL (2) 2'-0' x 4'-6' 4'-0 1/2' x 4'-6 1/2' 7-4 3/4' FINAL CONST 01.03 05 5' -0" 11 MM (2) 2'-4' x 5'-6' 4'-8 1/2' x 5'-6 1/2' 8'-3 1/2' s ADDBNDUM 5 05.16.05 co cq Q �, 'N — NN (3) 2'-6" x 4i'-6" 7'–ti 1/r x $'-6 1/2' 9'-3 1/r IL in '� 1 00 (2) r-4' x 5'-6' 4'-6 11r x 5'-6 1/2' 8'-3 1/2" N PP 4'-8' x 2!-8' 4'—B 1/r x 2'-8 112' 13'-3' TRANS014 00 C14 x o S I M. FROM N QQ 4'—s" x 6–S' ' 4'-8 1/2' x8'-2 1/2" 10'-3 1/2' SS UNIT TYPE A I a (2) r-4' x 1'-8' N RR 7-r x 6'-6' 7'-8 1/2` x8'-2 1/r 10'-3 112' c N r"7 o \ I o I f t° SS r-r x 5'-0' T-8 11r x 5'-0 1/2' 15'–Y TRANSOM TT 7'-1' x 5-2" r-1 112s x 5--2 1/r cm qo- o W 7-1' x 5'-0' Y-1 1/r x 5-0 1/r 15-9 11r PROVIDE OBSCURED GLAZING T.O. PLYWOOD SUBFLOOR N VV'r 1' 5'-0 1/r x 1'-6 1/r 8'-3" * (VERIFY-MI/ ARCHI 3 GENERAL NOTES: oi 2. Provide TT fl $ Glilrr � code. rlRndorr a our ttus sheet ins• !am that shy be tan wAn the UNIT TYPE B WINDOW ED Q TYPE SS TYPE TT TYPE UU TYPE W e �' '� "°' '"°`' �' 9 "� I °' T - N 3. PrwWe Emergency Egress NFindouf Units where mq" by cxrde. Yrindow Elevations on this sheet indicate units that shag be egress with the symbol E A752 0 b n b E 3 UNIT TYPE B - WINDOW SCHEDULE & ELEV. 3/8" = V-0" H2-wInDSC1+,e,.q b b V b © 2004 4 TECTURE, INC. 1�" DIA. wooD PLUG, O� STAIN (ANTIQUE) 23/- colD 4 tiQ�� �'AO O X 0 WD. HEADER E. RANDAL WEATHER—RESISTANT BARRIER SOH ON SEE 4/A532 FOR STONE VENEER SYSTEM 3/4" STUCCO SYSTEM WEATHER—RESISTANT BARRIER DRIP SCREED MTL FLASHING W/ 1/2* HEMMED EDGE AND 6" EXTERIOR WALL EXTENSION UNDER WEATHER— r � SEE WALL TYPES SHEET RESISTANT BARRIER F+r1 SEE WALL TYPES SHEET WEEP HOLES 0 12" O.C. 3x10 WOOD TRIM z �.y Z p MTL FLASHING W/ 3/4" "� ® W I4 HEMMED EDGE AND 6" EXTENSION UNDER WEATHER— 2X8 FIR HEAD ?� RESISTANT BARRIER TRIM SET FLUSH " D. (DING 2X8 FIR HEAD 6x10 WOOD TRIM W/ FIR EXTENSION TRIM SET FLUSH AND ADZED IN ® ONE VEER W/ FIR EXTENSION STL SHELF ANGLE (RE: STRUCT.) PLACE TO APPEAR 2X6 WD. TRIM PACADZED PEAR AS SOLID TIMBER AS SOLID TIMBER O x V W A ® Ll 1/2" 0 WOOD PLUG W (� HEAD TRIM DARKENED (ANTIQUE) STAIN A-DT-21.drr9 1 1/2* 0 WOOD PLUG DARKENED (ANTIQUE) STAIN FIR fXTENTION SEALANT & BACKER ROD GYP WALL BRD FIR EXTENSION U W/ RAD. CORNER SEALANT & BACKER ROD CLAD WINDOW SYSTEM wi 0 BEAD I ~ ® WOOD TRIM BEYOND WOOD SILL EXTENSION 1 " CLAD WINDOW SYSTEM STONE VENEER BEYOND 4 CLAD WINDOW SYSTEM WINDOW HEAD A_DT 54dvrp WINDOW HEAD 3/4" STUCCO SYSTEM ' WEATHER—RESISTANT BARRIER VAIL RESORTS SEE WALL TYPES SHEET DEVELOPMENT © COMPANY STONE SILL BELOW WHERE OCCURS AVON,COLORADO ARiCIQTBCP OP itEppYD 2x6 WOOD TRIM ICA CLAD WINDOW SYSTEM 4� 1" SEALANT & BACKER ROD Da�riar,cowrseA SEALANT & BACKER ROD sugriaRrraNNte AFSIGNARCHMICP HART HOWERTON HA x wooD TRIM NffWY0Rr.N9W STRUCTO AI.@iC,ENM M0NlJ=&NNNM$NGDaMS,M AVON.LADO IIBCIIANICALE12MA CAI.EMANI BB M 8 @iGE1ems.1mc AVON,COLORADO CIM ENGMalt MME HNGWI 242.,W_ VAH,,COIOEAD0 ® WOOD EXTENSION STONE SILL BELOW = ® PROJECT NUMBER 20900.00 WEATHER—RESISTANT BARRIER 3/4" STUCCO SYSTEM - - SEE DETAIL 5/A753 © ISSUE REVISION DATE 06 CONSr DOC 3x FIR SILL IV SEE WALL TYPES SHEET A EXTENSION FC}R PERMIT 0$.13.04 o©BERG 2/CONST. 09.0204 WIND OW JA MB CU ENTRY B WINDOW JAMB ® BLDG 3/CONSr. b9.24.04 (D�nl�QOW�JAM A-D?-SRtdwp � 3" = 1'-0" A-DT--3adwy Q BI x)G.4/CONST. 10.11.04 CLAD WINDOW SYSTEM 10 BLDG 5/CONST. 1025.04 CLAD WINDOW SYSTEM 6A/7A/13A/9A/10A/11 A CORNER BEAD BEYOND CLAD WINDOW SYSTEM IIKAI.coNSr 01.03.05 I SEALANT & BACKER ROD • SEALANT & BACKER ROD 16 ADDBNDUM 5 05.16.05 3x SOLID FIR 3" THICK EXTENSION 3x SOLID FIR 3" THICK 3x SOLID FIR ADZED FOR ` STONE SILL EXTENSION I N STONE SILL SEALANT do BACKER ROD DISTRESSED ADZED FOR ADZED EXTENSION - TIMBER DISTRESSED DISTRESSED AA APPEARANCE TIMBER TIMBER WOOD TRIM APPEARANCE APPEARANCE I I I>< Y Y/ " FLEXIBLE FLASHING ON TOP to n WEEP HOLES ® 12" O.C. (TYP.) ® � � WEEP HOLES ® 12" O.C, (TYP.) VERTICAL O JAMBS TONED FLEXIBLE FLASHING WRAPPED t FLEXIBLE FLASHING WRAPPED I CREATE END DAMS (TYP.) UNDER WINDOW & TURNED SEE WALL TYPES SHEET M VERTICAL ® JAMBS TO CREATE � , A►UNDER WINDOW & TURNED MTL FLASHING W/ 1/2" lu? ® VERTICAL JAMBS TO CREATE HEMMED EDGE AND 6" END DAMS (TYP.) END DAMS (TYP.) SEE 4/A532 FOR STONE 3" HIGH DENSITY SPRAY L EXTENSION UNDER FLEXIBLE cm VENEER SYSTEM POLYURETHANE FOAM t ► SEE 4/A532 FOR STONE ® FLASHING WINDOW SEE WALL TYPES SHEET WEATHER—RESISTANT BARRIER (R-7" / INCH) VENEER SYSTEM 3/4" STUCCO SYSTEM ® DETAILS _. �`, RESIDENCES ® WOOD SIDING SYSTEM WEATHER—RESISTANT BARRIER RUN BEHIND MTL FLASHING a L q WINDOW SILL ROW SIL (i)�NDOW SILL 3" = 11-0" A-DT-52jf%V 3" = A-DT-53dvr9 �'-0'� A-DT 22.drp A753 c 3 O b m U t ® 2004 42140 ARCHITECTURE, INC. E. RANDAL ® JOHNSO WOOD TOP RAIL TyI © WROUGHT IRON 4Y4",TYP. w BALUSTERS AND ® V TOP & BOTTOM RAILS a I.Q. z E"4 : (RE: I Q 4"X54" M. OQ�� � ?� a NEWELL POST W/ © A v RECESSED PANELS, flit � W SHOWN /� Q LCE[U-NO'TIMBERS w R ¢ 1" (RE BASE � » o v (RE: INTERIORS) (RE: UPPR.- 1�. WILL 4 DIA. SPHERE I a ICAL LEVEL R.C.P.) SHALL NOT PASS r7 THROUGH OPENING - " BULLNOSE WOOD TOP RAIL O OVERHANG fi" DIA. SPHERE OQ W/ WROUGHT IRON (,J SHALL NOT PASS ® BALUSTERS BELOW THROUGH OPENING A !� _ WOOD S W/ 1" BULLNOSE WOOD TREADS, NOSING EXTENSION. �• TYP. UPPER LEVEL EL _ 10'-4" 0 T.O. PLYWOOD SUBFlOOR � - WOOD SKIRT ��'Xg�" WOOD UP BOARD. NEWELL POSTS. ® USTERS A ® �• a A NOT SHOW 0 FOR C ITY WOOD BASE 00 (RE: INTERIORS) tn 4: BALUSTERS 4/A812 L`- NOT SHOWN A OWNER/DEVELOPER o FOR CLARITY a WOOD RISERS, TYP. VAM RESORTS �- L'= MAIN DN. F MAIN ENTRY DEVELOPMENT �i� I BALUSTERS RE: PLANS COMPANY LMNG NOT `SHOWN AVON,COLORADO ROOM _ LOPEN FQR CLARITY � � - ABCHrrWf CF1BCM AtOi 7 W U) ® NEWELL POST DETAIL �] UNIT A STAIR PLAN - MAIN LEVEL lei sr DASHED .LINES OF BALD t-i/2"= 1'-0" �sco,-sK.awo �+ 1/2" = 1'-0" AFP02 dwo , „ e NEWELL POST do C RAILINGS IN. N OWN 8'-o» FORE_ GROUND CLARITY MMMPLmOlm WD. SKIRT BD.. FAMILY ROOM k DEEGNARCHTmcr HART HOWERTON - MAIN LEVEL I EL = 0'-0" A811 a ® 5 xsowmnYORx ® 4 A AID T 1 As11 Ao xoaocos e z�wrx n+rc W� AVON,COLORADO LIBCHAI BZCrRICAL$iGINB� egVM,COLOMM ccvir,m � f AI�Il1Bl8>,iGQd�tIIQG,IiJC. 1 » V=,001DRUO N a in PROJECT NUMBER 2090000 LI WD. BASE I Z E (RE: INTERIORS) (RE:RSTRUC. T ISSUE REVISION DATE f- Of LOWER. �+- Z O "} ¢ r�ENTRY-1 06 CONST DOC ti a co - L.=! J A a FAMILY t j o +� I _ ci DASHED LINE FOR PERwr 08.13.04 ROOM a 0- OF RISERS �oOJ N Q ABOVE BIDG.2/CONST...09.0204 aj 1 : ®BIDG.3/CONST. 04.24(14 BALUSTERS' DOOR TO A © T SHAWN STORAGE 2 r A FO LARITY 09 BLDG.4/CONST. 10.11.04 I in ® 10 BLDG.5/CONST. 10.25.04 STORAGE ® � FLEX SPACE A--6A/7A/8A/9A/10A/11 woo © WD.E. B TERIORS) ^ A A FINAL CONST 01.03 05 ® 4y» " © INTERIORS A ADDENDUM 1 01.12.05 DASHED LAVES OF ( ) NEWELL POST do " �3 ADDENDUM 2 01.19.05 RAILINGS IN yyp, 3' 9 4" 4'-Om FOREGROUND Qp RRNS 04.0705 GARAGE LEVE NOTE: ' UP Qa ADDENDUM 5 05.1605 EL = -12'-0 ALIGN TOP OF STAIR ROUGH FRAMING WITH SN © STONE FIRME WALL '� DN. ' CRAWL SPACE LOWER ENTRY STORAGE RE: PLANS STONE UNFINISHED aoto HALL RE: PLANS UNITS A & B t STAIR PLANS, SECTIONS AND DETAIL 0 STAIR SECTION — UNIT A - _ �R->,�� 3 VNIT A STAIR PLAN — UPPER LEVEL 1 UNIT o" A STAIR PLAN — GARAGE LEVEL ri A81 I n 1�2 — 1 b A DT wq / AFP01 dw9 a RE: PLANS STONE UNFINISHED I mul" I M HAS RE! PLANS I I IITC A R, R I \ \\ \ © 2004 42140 ARCHITECTURE, INC. lill: cot WD. NEWELL POST A BEYOND --.` E. RAN AL of© TOP 1 POS 4�/4" 5 ��H ON WROUGHT IRON _ & BTTM. RAILS & _ _ " 1-Y2" A812 BALUSTERS ' I (RE: I.D. SPECS.) Ai� - I o Zo CEILING TIMBERS I (RE: UPPR. WOOD TREAD W/ 1 LEVEL R.C.P.) BULLNOSE NOSING (RE: STRUC.) �■.� ^ O EXTENSION, F� TYP, W �.y T \_51'X517 NEWELL , HALL I root 0 BALUSTERS WWRROOUUGHTPIRON B LUSTERS V BELOW NOT SHOWN FOR CLARITY co WOOD TREADS, UPPR. LVL.EL = 10'– #/2p Typ• V T.O. PLYWD. SUB _�._ _�_�.._—_,_�..._,_�._� Li z WOOD hl TIMBER SKIRT BD. ICI BALUSTERS COLUMN UP ■^/j � OT SHOWN (RE: STRUC.) f� F CLARITY 0 t� DN. O A MAIN ENTRY ILL: ;i RE. PLANS >L > Y I O © ow nEvsLaesx M WD. SKIRT BD. FACE OF GYP. BD. VAIL RESORTS I ® GARAGE LEVEL BALUSTERS 1 N ((RRE. INTERIORS ) DEVELOPMENT NOT SHOWN - - - - a 4 FOR CLAR I COMPANY AVON,COLORADO w SLOPING CLG. ! AVJC»CrCVREC= _o N I fE (WHERE OCCURS) I' 4/A8 12 _ Q - j)E+ TAjj, UNIT B STAIR PLAN — MAIN LEVEL � 4 s° _ �'_ap 1/z° = 7'—a" ►�Froa a.rq Dwwr.Cwnram A-SIR-0t.d� MAIN LEVEL MASTIMPLANNM EL V-0m I I ® �asAcr I I $._pa OW DOOR HAR �HE N)ax (RE: PLANS) BALUSTER © 12 >t ONUM&��� INC T SHDWN I 0 LARITY 5 > erucer. cn a a A I M12 AVM,COLORMO lz F 11 -1 O DASHED LINE Cai� DASHED LINE PROJECT NUMBER 20900.00 OF W/D CLST. _ © ® OF RISERS � BEYOND �" �" �' � � - -" a : > _� = PTE. GYP. BD. ISSUE REVISION DATE vj o WALLS/ FLOOR = STAIR SUPPORT FlNISHED I (RE: STRUC.) 06 CONS.DOC ED( of FLOOR . FOR PERMIT 08.1304 WOOD TOP RAIL , Q BLDG.2/CONST.'09.0104 cn 1 :1 0: 1-1 I ® ®BLDG 3/CONS.: 09.24.04 � I — STAIR 1 +• © 09 BIDE 4/CONS.7 1011.04 , cft 10 BIDG.slcoNST. 10.25.04 I --6A/7A/W9A/lOA/11 II O I FINAL CONS. 01.0305 to Q2 ADDENDUM 1 01.12.05 - _ GARAGE LEVEL I � _ EL = --12'-0" - - — ,I r AADDENDUM 2 01.19.05 � h � Q ADDENDUM 5 05.16.05 to- WOOD TREADS, _ © 2,4" CRAWL SPACE i. M I 4'-0" S 4~ Y2~ ® I — A o0 OPEN TO n BELOW WR Q D 1 DN. N �I I I--1 I I-1 I I 1 I ICI I ICI I ICI i I UP ® WD.: BASE STONE .H � (RE INTER to IORS) UNITS A & B HALL_ C— — ° O RE: PLANS � � STAIR kD 11=11 ICI I I-1 I I�11 ICI 11 1 I l�l 11=1 I F1 I I 1 { ICI I IT 1 11=I l I=1 I ICI I ICI I ICI I ICI I © LOWER ENTRY PLANS & oErAILs TI 11-- 1 I I-111-i 1 1111-III-1 I ICI 11-11 -1 I ICI I ICI 11 ! 11 I I I-111111=1 I 1-1 I I� 1 WD. BASE I RE: PLANS " I i�i I I—Ii i—Iii—f 1 1---1 1 1�1 1 I—i 11—i 11-i i i—i i I--i 11—I i i-�"i I I—I Ill E i�I I I 11 I--I 1 (RE: INTERIORS) tna � I L v STAIR ELEVATION -- UNIT B 3 U�NITa„ B STAIR PLAN — UPPER LEVEL UNITapB STAIR PLAN _ GARAGE LEVEL r- "u os 2HR SHAFT WALL 2HR SHAFT WALL * 43r4» ® 2004 42140 ARCHITECTURE, INC. RE. P/A611 08 RE. P/A611 O8 2'-3}2 t6 CONCRETE DECK BEYOND -. '-- 3 16 � �Q :, CONCRETE DECK BEYOND 2'_3�2» 4/4 0 �O RE, STRUCT. RE. STRUCT. 9 PROVIDE UL APPROVED .b. 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VAIL RESORTS 13 GARAGE— LEVEL PLAN II II 1I II '�'�, RE RATED DOOR DEVELOPMENT SCALE: 1 1/2 1 0 AiPGt SCALE. 1/2" — 1 —0 AFPG1 COMPANY AVON,COLORADO 6" 2'-3�» 16 - I I I I I I I I �0F I I I I A901 �01 I I 11 16 FA / 1 .r » 6u 1r4 c ° II I1 II II GARAGE LEVEL ELEVATION ' 3 , MA. P V-3h» 16 �� - � _ n> Aerie cr HART"HW�ITON 71 hl Nw Q v — a 08 ENGDam a 1 a 4 D moNSOS nx Ia a 0 AVON,QOLC AW 2 AVOl�1,OOLOBADO x r a I m...► uaIIrrcu 2 HR. SHAFT 0 SIM DETL. - A � (UNIT B) I - UNIT 9 — ENLARGED 3 HR. WALL ( PROVIDE NECESSARY BLOCKING IN P GARAGE LEVEL PLAN a I1 II II II SHAFT7T LS FOR DUMBWAITER 9 SCALE: 1/2" = 1'-0" AFPC1 I I I I RE-* RESIDENTIAL SN FPROJECT ENT o X ISSUE REVISION DATE u II II I1 II DETAILS N 16 04 CONST DM 1`-53/4" 2'-3y2» 4�4» 16 - n �--� I I I I 9 0 MIN. I I I I FOR PERMIT 07 .04 c i 05/1* Cohmix C b6.1104 Z o I DUMBWAITER EQUIPMENT, UNIT 3 — ENLARGED =� RE: RESIDENTIAL PACKAGE ate'a/coxsr. �. . - D ` -- �-� — RE RATED DOOR AND FRAME. 1 GARAGE ��YE L P�LA N °° I MIN. RE' RESIDENTIAL PACKAGE ®B 3/coNSI: o9.a.4:04 SCAL FP G1 I I I I I I I I 9 0 MIN. 09 BM G.4/COI SW 10.11.04 I ! II II II II i 90 MIN. TYP. MAIN LVL PLAN DTL• UNIT A 10 ICON 01.03.05 414 I1 II II 11 1/2" = V-0" A-DT-01b.d" I I II II I1 11 A6A/7A/8A/9A 1111 LV 16 44» 2'-3}�" 1'--5 /4" 6" 16 _ _ o oa FINAL CONST 0103 05 » + » 2 2'—,%3/ 6» 2'— .� a d. ©B ADDENDUM 5 05.16.05 4 . A I .. . . �`HUR"Erm071f _ d ! r°� I--^I I I---I I E_=I I [—I I [-.-.--I I I—I I I—I I I—I I I--- - d � ��. � • a ----I I I-'-'^I I I—I I I---I I I---^I I r v X o I_I I----I I I�I I I—III i I I I I I —III a 4 III---- I ( I--III----I I II I I I /1 I I — _ tV P X III---III--I I IEI I I—I I I I---_I I I—I I I—I a s q I I----III -- ( I I—III--I I Wa-L TYPE PER N I--111=III—III=III—III -III=III--=III=III a . _ '. — SHT. A811 d.— I a— e I 11^---I I I- d I I—I I I — _ a " I IL --fin I- 1 I=I I I=1 11`I I ICI I 4 d: ° d �I I hI I i=1 I I�111 I I-- _ —III— - - d a DUMBWAITER =I n �_ I I=1 1- 4 �_�I � I 1=1 I i=1 11=1 11=I 4 a PLANS, SECTIONS, I —�—1 I—III-�--I I I=I I I-----I I a s a d a d -I I l=I I I=111�I 11=I 11=III=1 I I-I I IEI I I ;I 1 I=I 1 I=1 I I=1 I I=I I (=1 11= d a 45 a D ELEVATIONS & DETAILS 1=1 I a 11=1 I M I ICI I IEI 11=111-1 I ICI d ftam —1 _ WALL TYPE PER TUNNEL RE RATED DOOR AND FRAME. I I—I 11-1 l I=I 11 1 11-1 I I,:III CONSMUC. SET/ SHT. Afi0 RE: DOOR SCHEDULE I [ =I I �- UNIT 4 -- ENLARGED UNIT 13 & 14 — ENLARGED 11 GARAGE LEVEL PLAN 8 GARAGE LEVEL PLAN SECTION DETAIL UNIT B SECTION DETAIL UNIT A B SIM. ) 1 TYP• »GARAGE LVL PLAN DTL. UNIT A A901 �. a. ■f wfs Cf`A! C. " [,;�nn - A 1 \ 1�2" - 1 j-0" - - A901.d 5 1 2» = 1'_.o» A-.DT-10. 1/2" 1 I YI 11=1 I I-=1 I Ir=f I I—III—III—I I II 11=1 I {=1 I Ir1' I ° El,V N —I III—III a —I I I I I II a Q -- I---I I I—I I d d ° d =! 1 (=-I I I ' ! V__1 —III 1 1 RV{I A?ITr h[ i ® I NON--OPERABLE 12" MIN. Q 2004 42140 ARCHITECTURE, INC. WINDOW, TYP. RE: MFR. (RE: WINDOW O CQ�O�� --- SCHEDULE) COPPER ROOF �1 �0 f CAP-DESIGN VARIES I CHIMNEY LOCATION r------3 E. RAN L (RE: ROOF PLAN) VARIES (RE: ROOF I , JOHN �d FIREPLACE PLAN) VERIFY Q - TERMINATION CAP I I HORIZONTAL i l/ V~ VENT PIPE I �f . Al RE: MAN F. CHIMNEY LOCATION ROOF FRAMING I I ABOVE 149 RCS I I VARIES (RE: ROOF I VARIES I A CHIMNEY LOCATION I I PLAN) (RE: STRUC.) SOFFIT VARIES (RE: ROOF I I ® ABOVE I CONTROL aax PLAN) I I STONE VENEER, CON ® , , TYP. ® (RE: R.C.P.) ALIGN BTTM. W/ I VARIES FRAMING CONTROL BOX TOP OF ADJ. WD. Lo SIDE WALLS TO (RE: MFR.), I I I (RE: STRUC.) I ,� TAPER' TYP. / W (RE: INTERIORS) ALIGN BTTM. W STONE VENEER, BASE � ® TOP OF ADJ- WD. TYP. Q I I ® RE: » BASE ® . A H 1 -11 RE, » � 1 -11 - I I ERIORS VENT TO TERI S s Z o I I I I ENG. TRUSSES ROOF W F� I I HQIEi VENTING CONDITION I I (RE: STRUC.) I ® Q• EQ NOTE: THIS UNIT IS DIRECT VENT. E . EQ SHOWN DESCRIBES I I { I I /' /� PROVIDE ac ATTIC BUILDING 1 ONLY. I I / / �, — INSTALL_ W/ I I ROUTING PATH VARIES - I I _ / z // / r g MANUF'S STEEL. \ COORDINATE W/ CHIMNEY I i �/ STUD FRAMING I w IL \ I I LOCATION, ATTIC FRAMING I I FLUE EXHAUST / / $ CONDITIONS &e: MFR. I I PATH VARIES \ \ A I I i BETWEEN CEI'' 'd,�G / I O rA AND CHIMNEX v// Q w I I I (, \ ON ROOF / / I 1- o I I ` -- I // // �rnc a I o 0: 1 )�4 io � I Arnc I I // / I l T 0.1 5. 1 I W _ FLUE PIPE: I I / 5 .n i- � to r / 05 I MAINTAIN l i I I I I A905 I = I V REQUIRED I I I ---- I � I I a Z CLEARANCES TO I I , I I 4 I W 0 COMBUSTIBLES 1 © 0 Q I AT1iC I I PER MANUF. © R � L t° I I I I , I L_ NOTE: SEE INTERIOR FAMILY ROOM I I DESIGN DRAWINGS FOR I I I I uwNG ROOM I I MATERIALS AND I I I I I I DIMENSIONS NOT I I I I ff I I PROVIDED BY ARCH. I I TAPERING 0 SIDES I I I I VAIL RESORTS ONLY PLAN--MAIN LVL. I I I (RE: INTERIORS) I I I I 4 UNIT A F.P . � UNIT A F. N-GARAGE LVL. I I I I / » — , n ,�aZ° _ , —�° AFP02.d�p DEVELOPMENT _ --- - --- --- --- ------ - ------ - - - --�- ----- ---- - - ---- --�-- - ------ - - -- COMPANY i I I AVON,COLORADO f I I I I I I GRID AlCH rfrrCF n I I I I I I GRID FA , 1 I MIN ■�* w�e� A WALL LOCATION dt ® WALL LOCATION & ■ J R.O. FRAME I I / I I ♦ CONFIGURATION VARIES CONFIGURATION VARIES � {RE: PLANS) (RE: PLANS) DWNW,Cabado DIMENSIONS PER I I I I MANUF. i ! I I I I T�E VENEER, SIDE WALLS TO © M TAPER, TYP. � & I © {RE: INTERIORS) CONTROL BOX GAS APPLIANCE 1 1 / I I I 3 CONTROL Box I I FIREPLACE ` I I I I A415 (RE: MFR.), _ (RE: MFR.), HARTIHOWERTON I I 1 I I ALIGN BTTM. 1'-11 » s RE: INTERIORS ALIGN BTTM. W/ W�'NM' TOP OF ADJ. TOP OF ADJ. WD. I BASE A BASE srtvcruRAL m4Gnm I I RAISED HEARTH STONE VENEER, 1'-11 » » RE: INTERIORS a�t0b0MS[N6lax�. n4c EQ. EQ (RE: INTERIORS) ® ® I %6 s Avox.co�ao Msm. mm. I I I VENT TO TYP. RAISED HEARTH I I I I tlmc ROOM ROOF _ ( ) " RE: INTERIORS VENT UP THRU AVON COIDIUM MAIN LEVEL FIREPLACE CHASE MMENGDWIM I I I I g I WOOD ANTF1 Q WOOD MANTEL AU'COLORAW AB z a �"1 AB GARAGE LEVEL HORIZONTAL VENT I VENT PIPE a i I : INTERIORS) TAP RING 0 SIDES WALL I � � (VENT to ROOF) 1 � � M PROJECT NUMBER: 20)0.00 ` ONLY I I I I I I I ISSUB REVISION DATE I (RE I IORS) f I I i I a [Q I I I I I I I I , 06 coNSr Doc 5 ---i' A9O5 I o = I I = FOR PERMCr 08.13.04 I STO FIREPLACE I 1 1 I I I I I I t° I r _r I oI o I (RE I TERIORS) / \ I I I I I I 5 ®BIDE 2/CONS'r. 09.02.04 6 `D � A9D5 I � I I I I I I © I o5 © I s ®BLnG.3/coxsr. 09.24.04 BLDG.4/CONS. 10.11.04 I I I I I I i ; I I I 10 BLDG 5/CONS 1025.04 A-6A/7A/8A/9A/10A/11 IS DIRECT VENT. FnvAL CONST 01.03.05 co _J PROVIDE & I I / t�2 ADDENDUM 1 01.12.05 FAli1LY ROOM I FAMILY R0011 INSTALL W or_ I I I I STUD�FRAMINGL A LIVING ROOM FAMILY ROOM KIT. 3 ADDENDUM 2 01.19.05 Q ADDENDUM 5 05.16.05 I' ■1!I mm � m mo♦ mp cRAWt SPADE 4 4 CRAWL SPACE UNIT A uN UNIT B F.P. PLAN—GARAGE LVL. d ,/2" _ ,'—o" Afro,d■� o 6 1� 14 UNIT B F.P. PLAN—MAIN LVL. _ 3 ,/2" _ ,'-0" ,IFPOa.d,.o NOTES: U N ITS A & B Ao III-1 I I_! I IJI i I-1 I- -I l-I I 1={ I I-III-III--I I--III-I I I I - - _ - i I-III-I I I-I I I--I I I--I I I. 1 . REFER TO INTERIORS FOR FIREPLACE FIREPLACE A l l=111=1 I I=1 11=1 I I I I—I I S I 1=1 1 1=1 1 571 1 1=1!1-1 I I—I I I—I I l I— 1=1 I I—I I i I I I 111= 1= 1=1 1=1II=1 I I—I!1=I 11- I I I=1 i I—I 11=111=1 I I I Ed i I--I I I-1 11=III—I I I—I 11=1 11=I I (=I I I—I - - - T 1= I—I I I—I I El 11=111-1 I El I I © FINISHES, DETAILS & VERTICAL DIMENSIONS. PLANS & ELEVATION I—I! DIAGRAM 2. REFER TO MANUFACTURER'S INSTALLATION b MANUAL AND SPECIFICATIONS FOR FRAMING u ° Ulf . . DIMENSIONS, CLEARANCES, VENTING _ ,�-o° ,�oS.d 5a a�etl = �'_e- ,sco,.d+ry �J� /s' = I'-a- ,, REQUIREMENTS, ETC. Y u a V u MECHANICAL LEGEND © 2044 42140 ARCHITECTURE. INC. SAL mmcA4NIGAL-c4wrmcT pw=IIRE"IIBNm 2l. DEFINITIONS: ( NOT ALL SYMBOLS LISTED BELOW ARE BEING USED IN THIS SET OF MECHANICAL DRAWINGS ) 14. SUSPEND EACH TRADE'S WI01a�SEPARATELY FROM THE A T14E DEFINITIONS of DIVISION 1 AND T14E SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION L UNLESS OTHERWISE NOTED,THE WORK DESCRIBED ON P� b ,14E PLANS AND STRUCTURE.DUCTWORK SHALL Be 1�LD TIGHT TO (ORAL `g�•�, '►. SPECIFICATIONS SHALL WCL-IUDE T14E FURNISHING AND u " INSTALLATION OF ALL LABOR AND MATERIALS 8TRAUGTUIQE EXCEPT WERE OTHERWISE SHOWN. CONDITIONS OF THIS SPECIFICATION ALSO APPLY ��� NECkSSARY FOR COMPLETE AND OPERATIONAL HVAC, TO T14E DIVISION B AND DIVISION IZ CONTRACT_ tt;4 - FIRE PROTECTION AND PET IBINICS SYSTEMS 15 INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE 0 L CONTRACTOR SMALL F1IP1,11 H THESE EVEN IF ITEMS WITH MANUFACTURER'S RECOMMENDATIONS UNLESS B. 'CONTRACT DOCUMENTS' CONSTITUtE THE HVAC: MRSS PLUMBING EQUIPMENT SPECIFICALLY INDICATED OTHERWISE OR WERE LOCAL DRAWINGS, DIFFUSER-- O'M�OUw REQUIRED TO ACHIEVE THIS (1B.OFF�TS, CODES OR REGULATIONS TAKE PRECEDENCE. SPECIFICATIONS, ORAL CONDITIONS, PROJECT (E)""""'"" EXISTING PIPING •••••••`• ISOLATION AND BALANCING DEVICES,MAWTENANM MANUAL$,ETC„ PREPARED BY ENGINEER (OR 4-WAY THROW � HB HOSE BIBS �0 CLEARANCES,ETC.)ARE NOT SMCIFICALLY SHOWN. 16. PROVIDE MANUFACTURER'S RED SERVICE OTHER DESIGN PROFESSIONAL IN ASSOCIATION REFRIGERANT WH WALL HYDRANT CLEARANCE ALL AROUND ALL EQUIPMENT REQUIRING SAME. WITH I]NHGINHEER) FOR CONTRACTOR'S BID OR DIFFUSER- RS SUCTION SA 2_ DATA GIVEN ON THE DRAWING IS ,a.8 ACCURATE AS COULD CONHTRAGTOR'S NEGOTIATIONS WITH THE OWNER 3-WAY THROW REFRIGERANT Q SHOCK ARRESTER BE ��D- n. PROVIDE FOR SAFE CONDUCT OF T'1NI: W#oRK C.41W:RIL THE DIVISION 15 AND n OR.AWWGS AND ------�-- RL RL ABSOLUTE ACCURACY IS NOT GUARANTEED AND THE DIFFUSER- LIQUID g FD FLOOR DRAIN CONTRACTOR SHALL OBTAIN AND VERIFY EXACT REMOVAL AND DISPOSITION OF MATERIALS AND PROTECTION SPECIFICATIONS PREPawED By THE EN<s11N1"ER 2-WAY THROW LOCATIONS, LEVELS,SPACE O IS IUD. ARE NOT CONISTRUGTION DOCUMENTS. DIFFUSER- ^_RHG RHG HOT GA RANT ® FS FLOOR SINK REQUIREMENTS,POTENTIAL CONFLICTS WITH OTHER G 'CONSTRUCTION DOGUMIETNts', 'CONSTRUCTION TRADES,ETC. AT THE SITE AND SHALL la. PROVIDE ACCESS DOOFS FOR ALL ECUIP�-ANT. VALVES DRAWINGS', AND �'` LINEAR SLOT TEMPERED HOT SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL BOUTS,ACTUATORS AND CONTROLS WHICH REQUIRE SIMILAR TERMS FOR DIVISION B AND DIVISION ♦ 2--WAY THROW 140' WATER: TEMP. FCO CLEANOUT FLOOR W CONDITIONS OF THE JOB. AS INDICATED RETURN OR ACCESS FOR ADJUSTMENT OR°.!k-I@VICIHNCS AND WHIG1-f 1'1 WORK i�R TO INSTALLATION DIAGRAMS, 3. T14E DRAIUINGS ARE DIAGRAhMATICAL IN NATURE AND ARE LOCATED IN OTHERWISE UNACCESSIBLE LOCATIONS. SHOP DRAWINGS AND COORDINATION DRAWINGS El EXHAUST AIR DOMESTIC ��} WCO CLEANOUT WALL V PREPARED BY T14E CONTRACTOR USING T14E DESIGN GRILLE CW COLD WATER [� SHALL NOT OE SCALED. THEY SHOW CERTAIN PHYSICAL A. FOR FouIPMENT LOCATED IN 'ACCESSIBLE {LATENT INDICATED ON THE ENGIINEERS CONTRACT � M METER: GAS (G) O RELATIONSHIPS WHICH MUST BE ESTABLISHED WITHIN * DOMESTIC G THE DIVISION 15 WAORK AND ITS INTERFACE WITH LOCATIONS SUCH AS DOCUMENTS. THESE SPECIFICATIONS DETAIL T14E ® -""'-""'' H HOT WATER OR WATER {W) THE DI WORK ESTAI3LI D ITS INTERFACE RELATIONSHIP LAY-IN CEILINGS: LOCATE EQUIPMENT To CONTRACTOR`S RESPONSIBILITY FOR SUPPLY GRILLE W PROVIDE ADEQUATE SERVICE CLEARANCE FOR TNGINEERNG BY CONTRACTOR' AND FOR RETURN OR ... HWCI * DOMESTIC HOT IN THE FIELD IS THE EXCLUSIVE RESPONSIBILITY NORMAL MAINTENANCE WITHOUT REMOVINCs PREPARATION OF CONSTRUUGTION DOCUMENTS. WATER CIRCULATING P CIRC. PUMP OF THE CONTRACTOR THIS DIVISION SHALL ARCHITECTURAL, ELECTRICAL OR EXHAUST DUCT SANITARY WASTE �I COORDINATE ITS WORK WITH ALL DIVISIONS OF T14E STRUCTURAL ELEMENTS SUCH AS THE CEILING D. YNY INDICATES 'NEW' EQUIPMENT TO BE PROVIDED �"�SAN��� SAN ABOVE FLOOR 1 WORK AND ADJUST ITS WORK AS REQUIRED BY THE PLUMBING VENT F� SUPPORT SYSTEM,eLEGtRIC.AL FIXTURE$,EtG. UNDER THIS CONTRACT_ .,..III VTR p ACTUAL CONDITIONS OF THE PROJECT_ TIORMAL MAINTENANCE' INCLUDES, BUT 15 NOT LIMITED TO: FILTER C"ANGING,GREASING OF SUPPLY DUCT _ _ SAN _ SAN OWFLO R I THRU ROOF A THE CONTRACTOR SHALL VISIT T1$ SITE BEFORE w w � � H3EARINGS,USING PR PORTS FOR E (E)' INDICATES 'EXISTING EQUIPMENT ON SITE WHIC14 MAY SUBMITTING A PRESSURE OR TEMIPERATURE MEASUJREMENTS, OR MAY NOT NEED TO BE RELOCATED AS A PART OF THIS ll"V, STR STRAINER W/BLOW-OFF BID To BECOME THoROUGNLr FAMILIAR WITH SERVICINb CONTROL VALVES AND SERVICING ,�„ SUPPLY DUCT r�-'-"V---------- V SANITARY VENT VALVE-& CAPPED p THE ACTUAL CONDITIONS OF THE PROJECT. CONTROL PANELS. F. '(RP INDICATES EXISTING EQUIPMENT TO SE RELOCATED AS '� DOWN HOSE--END CONNECTION O B_ CERTAIN SYSTEMS REQUIRE ENGINEERING OF 19 INSTALLATION GUIDELINES: PART OF THIS WORK ELBOW UP ► TB THRUST BLOCK V INSTALLATION A. PIPE INSTALLATION: G; nIRNISH' MEANS TO 'SUPPLY' AND USUALLY FIFERS TO AN DETAILS Isr coNrRA�croR. UNLESS FULLY � ,� RETURN OR C ELBOW DOWN y p L ALL PIPING SHALL BE ADEQUATELY ITEM OF EQUIPMENT. , , •� _ EXHAUST DUCT -�--�- TEE UP 2 WBF 2 WASTE BELOW FLOOR DETAILED M THE CONTRACT DOCUMENTS,SUCH V VENT Cy to ENCsINEERING IS THE EXCLUSIVE BUILDING STRUCTLIF E TO PREVENT R 'INSTALL'MEANS TO 'SET IN PLACE, CONNECT AND PLACE IN DOWN y TEE DOWN RESPONSIBILITY OF THE CONTRACTOR. SAGGING.POCKETING SUAAYING OR PULL OPERATIONAL ORDER% 4 SBF 4„ SAN BELOW FLOOR � w G_ IT IS THE CONTRACTOR'S RESPONHGIBILITY DISPLACEMENT BY MEANS OF HANGERS AND �, PIPE CAP OR 09 = SUPPORTS. PIPING 15 NOT TO BE L 'PROVIDE' MEANS TO "FURNISH AND INSTALL'. ,` ROUND DUCT PLUG TO DETERMINE SUPPORTED BY EQUIPMENT. DOWN FIRE PREVENTION u WHERE CLEARANCES ARE LIMITED, AND WHERE 2. PROVIDE DIELECTRIC UNIONS BETWEEN J. 'EQUIVALENT' MEANS 'MEETS THE SPECIFICATIONS OF T14E Z INSTALLATION DRAWINGS OR SCHEMATICS, DISSIMILAR ONCE PRODUCT OR ITEM IN ALL SIGNIFICANT Aspects.' ---{NAME) EXISTING PIPING 'O"TRUGTION DRAWINGS', OR COORDINATION MATERIALS. SIGNIFICANT ASPECTS SHALL 1SE AS DETERMINED BY THE ROUND DUCT EXISTING PIPING EXISTING SPRINKLER HEAP TO REMAIN W O DRAWINGS MAYBE REQUIRED. THE CONTRACTOR 3. PROVIDE MANUAL. AIR VENTS AND AIRCHITECT/ENGINEER UP -----{NAME)------ 70 BE REMOVED SHALL PREPARE ALL SUCH COORDINATION CAPPED Hose-END EXISTING SPRINKLER gg ORAWlW_vS AS PAR`r OF THE BASE SUCH DRAWINGS MAY SUBMITTED TO THE- PIPING WITH ISOLATION VALVES AT K. 'WORK Br OTHMS)DIVISIONS't 'RE: DIVISION; AND �� PIPING WITH H AND LOW POINTS. SA- SA SUPPLY AIR DUCT G�_ GW GREASE WASTE HEAD TO BE RELOCATED ARC14ITECT/ENGINEER FOR RECORD AND C.oMMENT 4. WELD PIPE IN ACCORDANCE WIT14 SIMILAR EXPRESSIONS MEANS UXWK TO BE PE oRMED UNDER --EA- EA EXHAUST AIR DUCT EXISTING SPRINKLER O (AT THE CONTRACTOR'S OPTION)_ APPLICABLE CODES AND THE CONTRACT DOCUMENTS,BUT NOT NECESSARILY UNDER THE -OA- OA OUTSIDE AIR DUCT F-----� F FIRE HEAD TO NEW LOCATION NO EX RAS WILL BE ALLOWED DUE t0 LACK OF STANDARDS. WELDERS SHALL BE CERTIFIED FOR TTT'E OF DIVISION OR SECTION OF THE WORK ON W-11011 tl$ NOTE NEW SPRINKLER HEAD WORK BEING PERFORMED. APPEARS. IT Is THE coNTRACtoR'S SOLE RE5PON51BILITr To -RA-- RA RETURN AIR DUCT G NATURAL GAS OA TO MATCH EXISTING V KNOWLEDGE OF EXISTING CONDITIONS. 5. FLUSH OUT PIPINGS AND REMOVE CONTROL DEVICES BEFORE COORDINATE THE WORK of THE CONTRACT BETWEEN HIS/HER TA- TA TRANSFER AIR mp--••-•--••• MG MED. PRESS. PERFORMING PRESSURE TEST. DO NOT USE PIPINGS SUPPLIERS, SUBCONTRACTORS AND EMPLOYEES. IF DUCT NATURAL GAS 4. COORDINATE AND ADJUST ALL WORK BETWEEN TRADES 6r5T17MI VALVES TO ISOLATE SECTIONS UANERE TEST CLARIFICATION 16 REQWRED, CONSULT A WATEGT/ENGWEER BEFORE SYMBOLS AND EXISTING PRESSURE EXCEEDS VALVE PRESSURE RATING SUBMITTING BID. CONDITIONS IN ORDER TO ACCOMPLISH A NEAT, PRESSURIZE PIPING AT 100 PSIG. IF LEAKAGE IS I�I FLEXIBLE DUCT e F-1 EQUIPMENT DESIGNATION INTEGRATED AND EFFICIENT INSTALLATION, OBSERVED OR IF IFM1PERATURE GOMiPENSATED PRESSURE L BY INFERENCE,ANY R TO A 'CONTRACTOR' OR 'SIB- CONNECTION DROP EXCEEDS Ut OF TEST PRESSURE,REPAIR LEAKS AND CONTRACTOR' MEANS THE ENTITY WHICH HAS WITH THE VALVES: OWNER/DWHIANIER EXAMINE THE CONTRACT D CAI ENtS OF ALL TRADES SST OWNER FOR T14E WORK OF THE CONTRACT DOCUMENTS. BASEBOARD CALL OUT (E,THE AgcwITEGTLIRAL RwLECTED CEILNG PLAN,ELECTRICAL LIGHTING PLAN,FIRE PROTECTION M. 'EINHGINEEW MEANS T14E DESIGN PROFESSIONAL FIRM WHICH HAS GV GATE VALVE BB PLAN,ETC.)_ PREPARED THESE CGNTRAGT DOCUMENTS ALL QUESTIONS, � vaN1=© ELBOW VAIL RESORTS 6_ PROVIDE SUPFCIRT UNDER ELBOWS ON PUMM SUCTION AND SUBMITTALS, ETC.of THIS DIVISION SHALL ISE ROUTED TO PRESSURE O FLAG OR SHEET NOTE DEVELOPMENT COORDINATE NECESSARY EQUIPMENT,DUCTWORK AND DIS CHARCSE LINES. THE ENGINEER(THROUGH F"OPER CONTRACTUAL. CHANNELS)_ MANUAL VOLUME PRV PIPING LOCATIONS SO THAT TW FINAL INSTALLATION 15 1 ALL STRAINERS $WALL ©E FURNISHED WITH A .R0004ING. REDUCING VALVE Ol DEMOLITION NOTE COMPANY COMPATIBLE WIN THE MATERIALS AND QUIFMENT OF THE OTHER TRADES SCREEN AND TWO (2)SCREENS FOR NORMAL OPERATION. 28 EXECUTION F I! CUTTN�ICs TO MINIMUM REQUIRED FOR PROPER D LOCKING W�H AVON,COLORADO INSTALL STRAINER WITH RIOUGHN S SCREEN AND OPERATE QUADRANT POC POINT OF CONN. BETWEEN SYSTEM FOR 24 HOURS MINIMUM (RUN DOMESTIC WATER - GLV GLOBE NEW AND EXISTING A8 NECESSARY,PREPARE SHOP DRAWINGS FOR SYSTEMS AT MAX FLOW FOR A MINIMUM OF ONE HALF � RESPONSIBLE FOR ALL GUTTING AND PATCHING NECESSARY FOR PATTERN) INV.ELEV. �O��OxD INSTALLATION OF ALL. NEW WORK BEFOIRf= THE COMPLETION OF THE WORK ELEVATION INSTALLATION TO VERIFY COORDINATION OF WORK (V1) WOUR REMOVE ROUGHNCs SCREEN AND INSTALL. BETWEEN TRADES ALL NEW NORMAL SCREEN. OF NORMAL oPERAtIoN NO GUTTING(NOT SHOWN ON THE CONTRACT DOCUMENTS) SHALL BE MOTORIZED ED GLV MD GLOBE VALVE DN DOWN /1 5. RIFER TO THE AIRCMITECTURAL_ DIVISION FOR EXACT B_ DUCTWORK INSTALLATION DOW�}� �� EXIT CUTTING. 'H HITECT AS TO LOCATIONS, BDD (ANGLE PATTERN) . J TOD TOP OF DUCT (A.F.F.) LOCATION OF L SEAL ALL SEAMS(LONGITUDINAL AND TRANSVERSE) AIR BUTTERFLY BOP BOTTOM OF PIPE ALL VISIBLE FIXTURES,EQUIPMENT AND AIR TIGHT WITH HAIRDCAST NO-601 NON-MARDENINCS,ELASTIC 2% REPAIR ALL ACCIDENTAL OR INTENTIONAL DAMAGE t0 MATCH BDD BACKDRAFT BFV VALVE AFF ABOVE FIN FLOOR pef,,, , DEVICES. SEALANT OR EQUIVALENT. EXISTING CONSTRUCTION UIJITH NO NOTICEABLE DIFFERENCE IN DAMPER . L DUCT DIMENSIONS ARE INSIDE CLEAR CONTINUITY, APPEARANCE OR RJ NCTiOK NTS NOT TO SCALE A FINAL LOCATION OF ALL THERMObTATS IN FINISHED 2. DIFFUSER NECK SIZE IS SAME AS FLEXIBLE DUCT s12E EXISTING BV BALL VALVE ARROW INDICATES MASTERPLAbROM SPACES AND ALL 3. UNLESS OTHERWISE NOTED,ALL C14AW.&ES IN DIRECTION 30_ IF UNABLE t0 OBTAIN WITHIN W% OF THE REQUIRED CFM -�- & ROOM AIR SENSORS SHALL BE AS INDICATED ON THE SHALL. BE MADE WITH RADIUS ELBOWS WITH RADIUS TO QUANTITIES IN ANY TERMINAL UNIT, AIR DWRUSION DEVICE,BRANCH OR DUCTWORK NO DIRECTION OF FLOW DEUGtiARCHrrECr ARCHITECTURAL DRAWINGS IF NOT SHOWN ON THE CENTERLINE EQUAL TO L5 DUCT WIDTH. MAN DUCT,NOTIFY ENGINEER IMMEDIATELY,THEN PERFORM A VISUAL CHANGE - - GC GAS COCK DN PITCH DOWN ARCHITECTURAL DRAWINGS,FIELD COORDINATE UT14 4. W1 ERE REQUIRED FOR SPACE CONSTRAINTS, PROVIDE INSPECTION AND/OR PITOT TUBE TRAVERSE TO IDENTIFY THE SOURCE OF HART I HOWERTON AVRC141TECT PRIOR TO INSTALLATION. MITERED ELBOWS WITH TURNING VANES AS FOLLOWS: THE oSsTRUCt1oNL pamoVE THE OBSTRUCTION AND RE-BALANCE. PV PLUG VALVE NhWYORV NEWYOKK A FOR DUCT WIDTHS OF 36' OR LESS, PROVIDE ------- EXISTING O T THERMOSTAT MANUFACTURED SINGLE WIDTH TURNING VANES,WITH DUCTWORK TO HOSE END O H HUMLDISTAT 'T""'" ��Cp,pM�T� NO TRAILING EDGES AND SPACING N ACCORDANCE ------- BE REMOVED DV DRAIN VALVE �oNaas�Nawa���II+m�s,TNc WITH SMACNA DUCT CONSTRUCTION STANDARDS FOR 'STANDARD SPACING'. LA1UVgRJ9x AVON,COILRADD B. USE DOUBLE THICKNESS(AIRFOIL)GLADES WITH SOLID STATE 1m. VERIFY THE ELECTRICAL SERVICE PROVIDED er THE FIRE DAMPER TEMPERATURE S 5 �,W�, C,�,�,� ELECTRICAL CONTRACTOR SNORE ORDERMNG ANY TRAILING EDGES FOR DUCT WIDTHS GREATER THAN 3L ALL MECHANICAL LOUVERS LOCATED ON EXTERIOR WALLS SHALL BE � FD (1 1/2 HOUR I / SPEED CONTROLLER m_gmNGUlmm_%ac MECHANICAL EQUIPMENT REQUIRING ELECTRICAL 36'- SHOWN AND DII'ENSIONED ON ARCHITECTURAL DRAWINGS AND CONFORM UNLESS OTHERWISE ♦ TPR PRESSURE AVQN,COIARADO CONNECTIONS. 5. ALL FLEXIBLE DUCTS SHALL NOT ISE LESS THAN 4',NOR TO MECHANICAL REQUIREMENTS REQUIRED LOUVER FREE AREAS ARE NOTED) RELIEF VALVE O 2 SMOKE DETECTOR GREATER THAN 15' IN LENGTH_ INSTALL FLEXIBLE WDICAIM ON DIVISION 15 DRAWNCaS. IT 18 THE RESPONSIISILIT( OF cave. mw%x DUCTWORK SUCH THAT: THIS CONTR.4CtOR t0 CONFIRM THE REQUIRED FREE AREA HAS BEEN AIPINa H,COL RM)O 3c A MINIMUM OVERALL LENGTH OF 3D, STRAIGHT INTO PROVIDED PRIOR TO CONNI<_CTION TO THAT LOUVER FIRE/SMOKE GENERAL �..� UC DOOR UNDERCUT vnn,cowaAno II. PROVIDE HIGH EFFICIENCY MOTORS WIT1-I LI5 NECK OF D DIVISION 15 SHALL PROVIDE ALL LOUVER PLENUMS. FSD DAMPER {1 1/2 NO. DETAIL L SERVICE FACTOR ON ALL EC:U.IN°i"ENT, MOTORS B MAXIMUM OF 135 DEGREES OF TOTAL TURNING IN SHALL BE CAPABLE OF OPERATING CONTINUOUSLY ITU AT ENTIRE LENGTH OF FLEXIBLE DUCT_ CONSIF UGt10N VENTIL AT'IGNs SHEET 1030E UNDER JOB-CITE CONDITIONS ANO ALTITUDE OTOHERWISE NOTED MARKER (E} {E) EXISTING PROJECT NUMBER 20900.00 C. MINIMUM TURNING RADIUS OF R ■ ISO. D. WHERE: 32. WHEm EXISTING OR NEW MECHANICAL 12. UNLESS NOTED OTHERWISE,ALL MECHANICAL D ■ FLEXIBLE DUCT DIAMETER SYSTEMS ARE USED EQ UIPMEINr SHALL SE PROVIDED WITH HHOA SWITCH R • RADIUS OF TURN AS MEASURED TO FOR TEMPORARY VENTILATION OR CLIMATE LOW PRESSURE N (N} NEW �� X LETTER SECTION ISSUE REVISION DATE AND STARTER COMPATIBLE WITH EQUIPMENT AND CENTERLINE OF DUCT. CONTROL,MECHANICAL EQUIPMENT INSTALLER SHALL FLEXIBLE DUCT X SHEET MARKER (R) (R) RELOCATED OMS SYSTEM. ST.AIMR9 SHALL BE PROVIDED BY PROVIDE CONSTRUCTION FILTERS,MAINTAIN 04 CONST DOC DIVISION 15 UNLESS IN A MOTOR CONTROL 6. RETURN AIR PLENUM- THE NVAC SYSTEM WILL USE THE EQUIPMENT, AND CLEAN,ADJUST AND PUT IN NEW CONICAL TAP CENTER ALL DISCONNECTS SHALL BE FURNISHED Or SPACE ABOVE THE CEILING ON EACH FLOOR AS A RETURN CONDITION BEFORE BUILDINGS OGCULPANCY_ PARTS DIVISION I6_ AIR PLENUM. CONTRACTOR SHALL CONI O MI TO THE AND LABOR WARRANTY SHALL CONICAL SPIN-IN FITTINGS FITTINGS REQUIREMENT'S OF NFPA AND LOCAL CODE REQUIREMENTS NOT SE CONSIDERED TO START UNTIL AGCEPTAINICE OF FITTING W/ MANU 05/06 CONSI'DOC 08.13.04 13. t1-E ELECTRICAL POWER FOR CERTAIN EQUIPMENT FOR ALL MATERIAL INSTALLED IN THE RETURN AIR SYSTEM Br OWNER, VOLUME DAMPER _ , PROVIDED UNDER DIVISION 15, HAS NOT BEEN #_ FC FLEXIBLE PIPE SPECIFICALLY INDICATED ON THE ELECTRICAL A IN ADDITION,THE CONTRACTOR SHALL PROVIDE A CONNECTOR U UNION 07 BLDG.2/CONST. 09.02.04 COMPLETE RETURN AIR PATH BETWEEN ALL RETURN VAV BOX CONCENTRIC DRAWINGS AND MUST BE PROvIDFD BY AND FIELD THERMOMETER COORDINATED BY THE DIVISION E TRADE REQUIRING AIR DEVICES (GRILLES ETCH AND THEIR bTRUG11 W ERMOWELL CR REDUCER 08 BLDG.3/CONST. 0924.44 SUCH POWER. RESPECTIVE HvAG WIT. MAXIMUM � ECCENTRIC VELOCITY OF RETURN AIR IN PLENHU I 38. DO NOT PENETRATE ANY STRUCTURAL MEMBERS OR PRE- DIFFUSER NECK SIZE MAV MANUAL AIR VENT -� ER REDUCER ®BIAG.4/CONST. 10.I1.04 SUFFICIENT POWER FOR THIS PURPOSE SHALL DE SHALL GENERALLY Not EXCEED 250 CAST CONCRETE UNLESS OTHERWISE SPECIFICALLY TYPICAL OF FURNISHED AS 'SPARE', DEDICATED CIRCUIT FEET PER MINUTE,NOR EXCEED 150 FEET NOTED ON THE DRAWINGS,OR PRE-APPROVED BY g"� E J EXPANSION 10 BIDS.5/CONSI'. 10.25.04 CAPACITY IN DIVISION 16'S PAANELBOARDS ALL PER MINUTE AT ANY C *055-SECTION OF THE STRUCTURAL ENGINEER A 2) (7f PRESSURE JOINT WIRNG,CONDUIT AND ELECTRICAL DEVICES THE RETURN AIR PATH. 50 1i; PG GAUGE W/GAUGE ALIGNMENT DOWNSTREAM OF THE PANELBOARDS IS 714E 39 ALL EQUIPMENT SUPPORTS SHALL BE ATTACHED 5 Y COCK AC GUIDE 5B IN-PROGRESS 11.22.04 RESPONSIBILITY OF THE DIVISION B TRADE TO T14E LOAD BEARING MEMBERS OF STRUCTURAL CUBIC FEET PER MINUTE REQUIRING THE POWER UNLESS OTHERWISE SHOWN ON ELEMENTS DO NOT OVER-STRESS ANY STRUCTURAL THE ELECTRICAL DRAWINGS. MEMBERS CONTACT STRUCTURAL ENGINEER FOR SYMBOL/DESIGNATION 6A IN-PROGRESS 11.22.04 SOUGH EQUIPMENT IS HEREBY DEFINED AS: 20 512E CONTROL VALVES FOR MINIMUM 5',MAXIMUM 12' OF AL.LOWABL-E LOADS FOR SPECIFIC MEMBERS, IF IN DOUBT. * : ALL AND H C PIPING IS 10' UNLESS OTE THE ISE. 6A/7A/8A/9A/10A/11 WATER PRESSURE DROP. SIZE BALANCING VALVES 50 THAT SCHEDULED FLOW RATE WILL CAUSE THE VALVE TO BE AT FINAL CONST 01.03.05 A_ TEMPERATURE CONTROL PANELS,CONTROL AIR LEAST 10 DEGREES CLOSED,BUT NOT EXCEED COMPRESSORS AND APPROXIMATELY 10' OF WATER PRESSURE DROP.CONTROL LINE VOLTAGE POWER FOR 24V CONTROL VALVES AND BALANCING VALVES WILL GENERALLY NOT BE 12 ADDENDUM 1 01.12.05 REQUIRED CONNECTION ARE LINE 5 ZE INCLUDED IN DIVISION 15930 AND WILL BE ]6 ADDENDUM 5 05.16.05 SHOWN OY THAT CONTRACTOR'S CONTROL. A UNLESS OTHERWISE NOTED, ALL OTHER SUBMITTAL DRAWINGS: VALVES AND APPURTENANCES SHALL OF LINE SIZE. B. IT Is NOT PERMISSIBLE TO UTILIZE 'SPARE' POWER FROM 2L ISOLATE ALL PRESSURI2ED PIPING WATER BRANHGHES ADJACENT POWER POW GIRUST To SERVE AND of TE ABOVE FOR EACH RISEN BRANCH, ITEM OF EQUIPMENT AND AREA LOADS. ALL POWER MUST COME gROI'1 DEDICATED CIRCUITS SERVED. 22_ PROVIDE PRIMERS FOR ALL FLOOR DRAINS AND FLOOR SWIGS NOUN ON DRAWINGS. PRIMERS MAY BE C PNINECTED t0 FLUSH FIXTURES OR BE STAND ALOW 23. 140 DOMESTIC WATER OR HEATINCs WATER LINES SHALL BE MECHANICAL LOCATED EXPOSED IN FINISHED SPACES OR BELOW THE BUILDING SLAB UNLESS SHOWN Ot1-ERWISE ON T14E DRAWINGS NOTES AND r ,$ 24 NO GAS LINES SHALL BE LOCATED BELOW BUILDING SLAB LEGEND 29, ALL CURBS,ROOF JACKS,ROOF THIMBLES, SANITARY s VENTS ROOF DRAINS,ETC._SMALL BE COMPATIBLE WITH d THE ROOFING SYSTEM To 15E PROVIDED. ONCE -- -- rin�ARC:HIT'ECTURAL RElII51ON FOR REQUIRED �ASHINIG DETAILS. � ��, ��( C$��. St111E 301 26. WARRANTY: THE ENTIRE MECHANICAL SYSTEM SHALL BE ■WARRANTED AGAINST pIFECTS IN MATERIALS AND AX SM, AVW, LD. 0100 W(MC MIANSHIP FOR A PERIOD OF ONE (1)YEAR AFTER ACCEPTANCE OF THHE SYSTEMI BD THE OWNER PH. (�I )110-m Fm: (flD)1"-llsl oil Qc 2004 42140 ARCHITECTURE. INC. FAN SCHEDULE SYMBOL CFM TOTAL MAX MOTOR MIN. MAX. OPER. MAKE AND NOTES ,1�• o••• ~'• fo F O ALT: S.P. RP WHEEL SONES WEIGHT MODEL # 0 A'T. (WATTS BHP PHASE D�' A B C D E F I G I H *d EF-1 BATHROOM TYP-9 0 2 1 1 1 3 0 1 • ( ) PANASONIC •'..�OIW •r' 70 0.1 1 1018 (15.4) - 120/1 -- 0.5 3.7 -07VQ2 7p0 EF-2 BATHROOM (TYP-6) FANTECH 0 0 1 - - 75 1 .25 1 2950 (44) - 115/1 - 0.5 1 3.7 FX4 EF-3 CRAWLSPACE VENTILATION FANTECH 0 2 1 1 1 8 0 1 75 1 0.4 1 2950 (44) -- 115/1 - 0.5 3.7 FX4 2 EF-4 DRYER EXHAUST FANTECH 0 0 1 1 - 8 0 0 W 95 1 0.6 1 2761 (75) - 115/1 - - _ DBF110 u EF-5 UTILITY ROOM PANASONIC 0 2 1 1 1 3 0 1 z 70 1 0.1 1 1018 1 (15.4) - 120/1 - 0.5 3.7 FV-07V02 KEF--1 KITCHEN HOOD EXHAUST VENT--A-HOOD 0 0 1 600 1 0.3 1550 (2)1f25 - 115/1 B200 DUAL A ON A C 1_ CAPACITIES AT 8200 FT. ELEVATION 4 '2. MAXIMUM SONES SHOWN ARE AMCA CERTIFIED LEVELS BEFORE TAKING CREDIT FOR SOUND ATTENUATION OF ROOF CURB. ATTENUATOR TO REDUCE SONES 50%. O 3. FOR SOUND ATTENUATING CURBS, SIZE FAN 7% MORE CFM THAN SCHEDULED TO ACCOUNT FOR CURB LOSS. *..� 4. PROVIDE LABELS ON FANS AS TO AREAS SERVED. Q Ngm: , u A. CURB D. DAMPER G. SPECIAL COATINGS A 0. NONE 0. NONE 0. NONE FT's I. FIELD--BUILT, INSULATED 1. GRAVITY ODD i. PHENOLIC 2. FACTORY-BUILT, INSULATED. 2. BAROMETRIC ADJUSTABLE BDD 2. EPDXY iF�itl 3. FACTORY BUILT INSULATED, 3. MOTORIZED CONTROL DAMPER, 115V/10 3. POLYESTER/EPDXY 18" TALL_4. FACTORY BUILT SOUND ATTENUATING 4. MAGNETIC BUTTERFLY DAMPER LATCHES. 4. EISENHEISS BOILER SCHEDULE 5. FACTORY VENTILATED GREASE z HOOD EXHAUST. w o SYMBOL FU BURNER IN UT REQ'D ENT LIT FLO ELECTRICAL FLUE BOILER GAS OPER. MAKE AND NOTES 6. FACTORY INSULATED EXTENDED HEIGHT CURB. 0.4 B TYPES) TYPE MOH OUTPUT 'F 'F GP DIAMETER HP PRESSURE .• MODEL 7- REUSE EXISTING ADAPTORS AS REQURRBEDPROVIDE INSULATED �✓ O S.L. O ALT. AMPS V/0 A B C D O # B. SCREEN E. ACCESSORIES H. MISCELLANEOUS WEIL MC-CHAIN 1 0- NONE 1. SOLID STATE SPEED CONTROL, MTD. IN MOTOR 0, NONE B-1,2,3,4 NAT. GAS POWER 310 250 140 160 26 12 115/1 3" - 14 200 ULTRA 310 2 2 6 fi 1. BIRD COMPARTMENT FOR BALANCING 1. VIBRATION ISOLATORS. 2. INSECT 2. ELECTRIC DISCONNECT 2_ EMERGENCY POWER. IIL C. DRIVE 3. WALL MOUNTED SOLID STATE SPEED CONTROL 3. SECURE FAN TO CURB AT EACH 1. DIRECT 4. 115V/10 REVERSE ACTING THERMOSTAT CORNER EACH SIDE AND 12" O.C. 2 BELT SET 85F. 4. AMCA B SPARKPROOF, 3/4" SCROLL DRAIN 5. WALL MOUNTED 2 SPEED SWITCH. AND ACCESS PANEL. raEBERAL COMM 6. DRAIN CONNECTION. 5. EXPLOSION PROOF. /DB 7. CLEANABLE GREASE RECEPTOR. 6. 2 SPEED/2 WINDING (1200/1800). 1. CAPACITIES ARE AT 8200 FT. ELEVATION. 8. THERMOSTAT AND HUMIDISTAT 7. 2 SPEED/2 WINDING (900/1800). VAIL RESORTS 2. WORKING PRESSURE IS 30 PSIG. 8. VARIABLE FREQUENCY DRIVE. 3. OVERSIZE BURNER (AND INCREASE SECTIONS) TO OBTAIN SPECIFIED OUTPUT AT ALTITUDE. F. TYPE DEVELOPMENT EQUIVALENT CFH AT ALTITUDE IS APPROX. XXXX. 4. PROVIDE CONTROL TRANSFORMER AND STARTER. 1. CEILING FAN COMPANY 2. CENTRIFUGAL ROOF EXHAUSTER 5. PROVIDE REQUIRED STATE PERMITS AND INSPECTIONS. 3. CABINET FAN AVON,COLORADO 4. WALL PROPELLER FAN ARCHffflCroeREOORD A. FLUID B. BURNER C. ACCESSORIES D. MISCELLANEOUS 5.. CENTRIFUGAL UPBLAST ROOF EXHAUSTER.ROOF TUBEAXIAL 0. WATER 1. HI/LO FIRE 0. NONE 0. NONE 7. CENTRIFUGALPUTILITY SET. EXHAUSTER. PAF , ' 1. 30% PROPYLENE GLYCOL 2. MODULATING 1. 30 PPM LO NOX 1. HOT WATER 8. IN-LINE FAN ■ [$A Jim 2. 50% PROPYLENE GLYCOL 2. . DDC INTERFACE MODULE 2. STEAM 3. BAROMETRIC DAMPER 3. ONE SIDE TUBE PULL 4. PROBE LWCO 4. END TUBE PULL PUMP SCHEDULE ' 5. FULL LOCO 5. BACK OUTLET FLUE x 5. SEALED COMBUSTION CHAMBER 5. TOP FLUE ET FLU ETON SYMBOL SERVICE GPM HEAD PUMP MOTOR DATA PUMP TYPE SUCTION/ WEIGHT MACE AND MODEL NOTES at (FT.H2O) EFF W VOLTS RPM DI DISCHARGE A B C D E F G _ PZ SIZE �T I H4WERTON P MM YORK,NEW YORK P-1.2 BOILER CIRC. 26 18 33.9 307 115/1 - INLINE 32 35.9 GRUNDFOS UP 43-70F 2 3 6 1 2 2 5 STRUCTURAL MGM" GRILLE, REGISTER AND DIFFUSER SCHEDULE �`���""�INC' P-3 SNOWMELT BLG A 6.4 14.3 18.7 185 115/1 - INLINE 2-BOLT 11.25 GRUNDFOS UP 26-64F 2 3 6 1 2 2 5 AVON.COLORADO NWHAMCALBLECrRICALE cOGER SYMBOL FACE SERVICE DESCRIPTION MAKE AND NOTES M a RNGE�E fits NC . SIZE MODEL P-4 SNOWMELT BLG B 6.4 14.3 18.7 185 115/1 - INLINE 2-BOLT 11.25 GRUNDFOS UP 26-64F 2 3 6 1 2 2 AVORCOLORADO crvu.ENGINEER P-5 HWS BLG A 2 25 10.6 205 115/1 - INLINE 2-BOLT 12.5 GRUNDFOS UP 26-96BF 21316 1 2 2 . 1�' A SEE SUPPLY LINEAR BAR DIFFUSER. TYPE 15 FRAME TITUS CT-481 214 2 0 P-6 HWS BLG B 3 25 14.2 205 115/1 -- INLINE 2--BOLT 12.5 GRUNDFOS UP 26-96BF 2 3 6 1 2 2 PROJECT NUMBER: 20900.00 B PECANS SUPPLY LINEAR BAR DIFFUSER. TYPE 6 FRAME TITUS CT-481 2 4 2 0 P-7 RADIANT FLOOR BLG A 5.4 25 13.2 205 115/1 - INLINE 2-BOLT 12.5 GRUNDFOS UP 26-96BF 2 3 611 2 2 , C SEE SUPPLY SURFACE MOUNT WOOD DIFFUSERS REGGIO 4 3 2 0 P-8 RADIANT FLOOR BLG B 9.9 25 20.5 245 115/1 - INLINE 2-BOLT 42.5 GRUNDFOS UP 26-99BF 2 3 6 1 2 2 , M� REVISION DATE PLANS D SEE SUPPLY/ 1/2" SPACING, 45-F DEFLECTION, FIXED BLADE TITUS 4FL 2 1 0 0 06 CONSTDOC PLANS RETURN P-9 HWC 2 10 7.5 89 115/1 INLINE 2-BOLT 7.25 GRUNDFOS UPS 15-50FRC 2 3 6 1 2 2 . E SEE RETURN 11" DEEP BLADES, 45'F DEFLECTION. SPACING VARIES. L&D BRICK VENT 1 2 T 08.13.04 PLANS P-10 DHW 20 10 35.7 122 115/1 - INLINE 1-1/4" 51.5 GRUNDFOS TP 32-40/4 2 3 3 1 2 2 5.7 07 BLDG.2/CONST. 0902.04 GENERAL GOBI &= 08 BLDG.3/CONST. 09.24.04 1. REFER TO REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED AIR DEVICES. 1. SCHEDULED RATING IS FOR PROPYLENE GLYCOL. CORRECTIONS FOR GPM AND HEAD HAVE BEEN MADE BY ENGINEER. 2. COORDINATE ALL FRAME STYLES WITH CEILING SYSTEM FURNISHED, REFER TO ARCHITECTURAL DIVISION. 2. ALL PUMPS SHALL BE NON-OVERLOADING AT HORSEPOWER CURVE UNLESS NOTED OTHERWISE. AlmpG.4/CONST. 10.11 U4 3. TOTAL STATIC PRESSURE SHALL NOT EXCEED: 0.10" WG FOR ALL DIFFUSERS, GRILLES AND REGISTERS, 0.05" WG FOR 3. SET PUMP SPEED FOR CORRECT FLOW. TRANSFER GRILLES. 10 BLDG.5/CONST. 10.25.04 4. NC VALUES SHALL BE A MAXIMUM OF 30, BASED UPON ROOM ABSORPTION RATE OF 10 db, RE 1Q Iz WATTS. A. FLUID C. TYPE E. ISOLATION G. MISCELLANEOUS 5. SEE PLAN FOR NECK SIZES NOT CALLED OUT IN SCHEDULE. &IN-PROGRESS 11,22.44 6. CEILING DIFFUSERS 4--WAY BLOW UNLESS NOTED OR REQUIRED. t. WATER I. FLEXIBLE COUPLED BASE MOUNTED CENTRIFUGAL_ 0. NONE 1. EMERGENCY POWER 7. CEILING RADIATION OR FIRE/SMOKE DAMPER AND RATED BLANKET WHERE SHOWN OR REQUIRED. 2. 307: GLYCOL/WATER MIX 2. FLEXIBLE COUPLED BASE MOUNTED CENTRIFUGAL 1. NEOPRENE PADS 2. FLUSHED SINGLE TUNGSTEN 11 IN-PROGRESS 11.22.04 3. 35% GLYCOL/WATER MIX 3. IN-LINE, HORIZONTAL SHAFT CENTRIFUGAL 2. 4 POINT ISOLATORS CARBIDE SEAL WITH FILTER ON NOTES: 4. 50% GLYCOL/WATER MIX 4. IN-LINE VERTICAL SHAFT CENTRIFUGAL 3. CONCRETE INERTIA BASE FLASH LINE (CWS) 6A/7A/8A/9A/LOA/11 5.A. MATERIAL B. FINISH C. DAMPER D. ACCESSORIES 6. INS L , WET ROTOR EINE RETURN 3. ALL 3 SHAFT, IMPELLER, ALL WETTED TEFLON D PARTS. TEFLON FINAL CONST 01.03.05 1. ALUMINUM 1. OFF-WHITE 0. NONE 0. NONE 8. FLUID TEMPERATURE D. SUCTION DIFFUSER F. DUTY PACKING. 2. STEEL 2. CLEAR ANODIZED. 1. OBD 1. MINIMUM LIMIT STOP 1. 45 F 4. OPERATION AS SINGLE PUMP IN ADDENDUM 5 05.16.05 3. PLASTIC 3. MILL. 2. LOCKING QUADRANT 2. HONYCOMO EQUALIZER GRID IN 1. NO 1. INVERTER EPDM COUPLER, PARALLEL ARRANGEMENT - 4. WOOD 4. COLOR BY ARCHITECT DAMPER IN DUCT. NECK FULL LENGTH OF SLOTS 2. 80' F 2. YES INVERTER DUTY MOTOR, 3. TYPE T 6 CURVED FRAMES TO 3. 140' F CONTROLLER 5. PRIMARY/STANDBY OR SINGLE PUMP OPERATION. F 4 MATCH DUCT DIAMETER . 180' 2. CONSTANT SPEED 6. PROVIDE SPARE MOTOR 7. DDC INTERFACE MODULE 4. 90' SE 2, BAFFLES FOR E 1. 2, OR 3--WAY BLOW. 8. FACTORY MOUNTED CONTROL PANEL 5. SAFETY CHAIN WATER ISCHARG LEVEL PRESSURE DIAL AUGE,ENLET STRAINER. 6. TAMPER PROOF SCREWS STARTER, ALTERNATOR. 7. CONCEALED FASTENERS MISCELLANEOUS EQUIPMENT SCHEDULE SYMBOL LOCATION TYPE DESCRIPTION MAKE AND UH MODEL MECHANICAL SCHEDULES IN N7 EOUS INDI T ATER HEATER. CjDW 1 UNIT ME ROOMS WATE NEATER 60 361 GPH FI HOUR, 337 GPH CO NUOUS. MAX 109 4OF DOMESTIC WATER IN, 120E DOMESTIC WATER OUT.20 GPM 160F FEED BOILER WATER, 14OF RETURN BOILER WATER.-1 SEE PLANS HYDRQNIC HYDRONIC BASEBOARD. 160F ENTERING WATER. 1 GPM FLOW. 450 SLANTFIN OOHS E. VAVER OW FLM SURE 301 BASEBOARD BTU/FT OUTPUT. FINE/LINE 30 -- M03 P.O. 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