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West Day Subdivision Lot 3 Building 1 (4)
2'-6" ® TOP OF PIER BELOW CAPSTONE t7 I - GUTTER DOWNSPOUT © 2004 42I40 ARCHITECTURE, INC. r CONCEALED RAIN GUTTER COLLECTOR & DOWNSPOUT G.L. BEAM BELOW (RE: STRUCT.) r + ���' col/n BATTERED STONE VENEER 3" 1 1.5 SLOPE � - E. RANDAL PIER 3" JOHNSON BATTERED STONE VENEER 2" MORTAR SET POSTS T SLOPE 2" MORTAR SET ' WEATHER-RESISTANT BARRIER � 1/2" PLYWOOD SHEATHING (RE: W.P. DETAILS) w 1/2- PLYWOOD SHEATHING WOOD FRAMING '(RE: STRUCT.) i I COLUMN (RE: STUCT.) DASHED LINES OF BEAM BELOW COLUMNS (RE: STUCT.) (RE: STRUCT.) ' r ® z 0 ' F„a 4 + ' M Z 1000 WOOD POST i + A ,0 1 ® EDGE OF DECK BELOW i r GUTTER DOWNSPOUT r � COPPER RAIN GUTTER ` � r � COPPER GUTTER BELOW O r r r ' 4 ` �„/ o 1/2- HEMMED EDGE J 1000 WOOD POST z ; ; �T� A �► ,COPPER CLEAT GRID EDGE Of DECK BELOW / STONE PILLAR @ OUTDOOR DECK c STONE" PILLAR OUTDOOR DECK)B x a 2x WOOD SIDING Z 6,W /8A/9A/10A/11 �,' 1 1/2 — 1 0 (A HIGH PIER CONDITION � 1 1/2" = 1'—•0" (O HIGH PIER CONDITION) A-DT-18.dwg V z COPPER ROOFING SH ET MEMBRANE WATERPROOFING EE WALL TYPES SHEET GRID STONE CAP W Q 5/8 PLYWOOD SHEATHING NTERIOR FLOOR FINISH __. A h�1 RE: ID DRAWINGS) I RANDOM SAND STONE — 1 TYP 0 1/2" 3/4" SETTING BED _ y4" �4" AA 12 CONIC. TOPPING A SLIDING DOOR SYSTEM (RE: MANUFACTURE) 1 Xi" CONC. TOPPING © "N " " I " 6� SLAB �' MAIN LEVEL = O'-0" � 10 X 10 WOOD POST - - INTERIOR FLOOR FINISH WATERPROOFING MEMBRANE Milt CtEKr T.O. PLYWOOD SUBFLOOR T.O. ID DRAWINGS) (RE: B/A512) - FINISH FLOOR 1x6 WOOD TRIM ` -- � N N SEE CIVIL FOR GRADE I °WNWpiO - ELEVATION REFERENCES, TYP. =N 7 s _�. :- " ® VARIES DESIGN VAS RESORTS lcl) MAIN LEVEL = 0 -0 1x10 WOOD TRIM a t• 4 • - T.O. PLYWOOD SUBFLOOR r 1Y" 1 (RE: 5.6,7/A522) DEVELOPMENT WRAP WATERPROOFING } • `I s 4 — �� 2 Y2 < < LET RAILS INTO POSTS COMPANY OVER SUBFASCIA = 1�2" 2" TOP do BTTM. AVON,COLORADO BA INSULATI A � Ax�r�cropxBcoan 0 E: STRUCT.) 3/4" PLYWOOD 2% SLOPE RANDOM SAND STONE " 38 t IGH DENNSITY SPRAY TAPPERED FURRING STRIPS ° 3/4" SETTING BED I Ivi POLYUR HANE 0 w A" � I CONC. TOPPING 1 x WOOD TRIM 4 R-13 BATT NS TION APPLIED DECK JOI (RE: STRUCT.) I)emner,CotoradD BELOW THE FO H LD IN PLACE SEALANT & BACKER ROD USING CK PI S =LOOR JOIST (RE: STRUCT.) (RE.W .P.ODEMBRANE DETAILS) rrAsrMTLANNM BATT INSULATION 3/4" PLYWOOD 2% SLOPE D>aszr.NaRa+arOcx 5/8" G SEE WALL TYPES SHEET 1x6 T&G = HART HOVPERTON 3xB W D TRIM 3/4" STUCCO SYSTEM MAIN LEVEL = 0'-0 '� NSW YOM N&wYORFC Ix WOO EXTENSION T.O. PLYWOOD SUB X — % SLO E - STAUCTURALENGDOM momorl&NEW=SIV a mAf;4,nac AVON,COLORADO BAY WINDOW HEAD OUTDOOR DECK C� SLIDING DR 2x WOOD TRIM 3/4„ r . ; , `- r r ►w g u 1'-0" A-DT-30.dwg - AVON,COLOYADO 6" COPPER GUTTER W/ n AtMB WM3DMfflaW7,Mr- GRID GRID HEAT TRACE VA'�COLOXAW TAPPERED FURRING STRIPS WRAP WEATHER-RESISTANT TIMBER BEAM (RE: STRUCT.) PROJECT NUMBER: 2090000 BARRIER UNDER WINDOW (TYP.) ' DECK JOIST {RE: STRUCT.} SEALANT & BACKER ROD WD. SILL A WD. SILL SEALANT & BACKER ROD 1x6 T&G ISSUE REVISION DATE FLEXIBLE FLASHING WRAPPED (RE: 1/A753. SIM.) (RE: 1/A753) FLEXIBLE FLASHING WRAPPED UNDER WINDOW & TURNED ® UNDER WINDOW & TURNED 06 CONST DOC = VERTICAL 0 JAMBS TO CREATE © 2x8 TIMBER (TO ACCEPT FOR PERMIT 013.13.04 END DAMS (TYP.) COPPER DOWNSPOUT, VERTICAL 0 JAMDS�TOMSC��) � T. .C. A � BRACKET) Q BLDG.2/CONST. 09.02.04 RE: ELEVATIONS I ORNAMENTAL : �' - .n ---i- �` I BRACKET BEYOND ER AY THICK STONE SILL i�° 4 (R • STRUC.) A I (WHERE OCCURS) !_°�BIDG.3/CONST. 09.24.04 SEE 4/A532 FOR STONE " AIRSPACE 3" THICK STONE SILL STONE PIER A BLDG_4/CONST. 10.11.04 SEE WALL TYPES SHEETS BEYOND VENEER SYSTEM lyaw 4 ® 1y2" - 10 BLDG.5/CONST. 10.25.04 GRADE LEVEL (RE: CIVIL) 6" I 2X FURRED D WALL GALV. STL SUPPORT ANGLE WEEP HOLES ® 12" O.C. (TYP.) W/ GWB RE. DTL. B/A511 4 AW7A/W9A/10A/11 -� 3/4- EXPANSION ANCHOR WRAP WEATHER-RESISTANT 2 DECK G UARD RAIL DT-2S.drp1ALCONST 01.03.05 / BARRIER UNDER WINDOW (TYP.) I (RE: STRUCT.) 4 BATT INSULATION, TERMINATE RIGID INSULATION STONE VENEER 1� ADDENDUM 5 05.16.05 4<J " do DRAINAGE MAT AT BOTTOM STONE VENEER ANCHORING 3I4" STUCCO SYSTEM SEE WALL TYPES SHEET 4 OF STL ANGLE WATERPROOFING DRIP SCREED INTERIOR FLOOR FINISH SYTEM SHALL CONT SYSTEM RE: WATERPROOFING DETAILS) " RANDOM SAND STONE (RE: ID DRAWINGS) { 2 SOLID GROUT 1 1/2- Q INTERIOR FLOOR FINISH 3/4" SETTING BED CONC. TOPPING FINISH FLOOR <i 4 (RE: ID DRAWINGS) 1 1/22" I,GHT WEIGHT = 1 1/2 CONC. GRADE LEVEL (RE: CIVIL) MAIN LEVEL = o PING - SEE CIVIL FOR GRADE - TOPPING SLAB T.O. PLYWOOD SUBFLOOR F _SEE DTL.ELEVATION REFERENCES. NP. - FOR WATERPRFOOFING " f _ - -..r- - --" . - . . .- . _ - :..- MAIN LEVEL = o'-o" _ . t ti GARAGE LEVEL = T.O. PLYWOOD SUBFLOOR T.O. PLYWOOD SUBFLOOR WATERPROOFING MEMBRANE ARES1 (RE: W.P. DETAILS) DENCES 3/4" PLYWOOD 2% SLOPE TAPPERED FURRING STRIPS FLOOR JOIST (RE: STRUCT.) - _ BATT INSULATION DECK JOIST (RE: STRUCT.) em 41 STRUCT.) c WEATHER- BRIER SEE WALL Q FLOOR JOIST I(RE: FLOOR (RE: STRUCT.) /` TYPES SHEET A532 I 8" RE: WATERPROOFING DETAILS CAST--IN-PLACE CONC. WALL I I I I 1x6 T&G 3/4" STUCCO SYSTEM �17�L�STOME�WALNORTH H�L ELEV. PART�L�S MNE WALL SOUTH ELEV. OUTDOOR DECK A-DT-32.dwg � A�-DT-z9.dwg © 2004 42140 ARCHITECTURE, INC. GRID � I SEALANT do BACKER ROD A 2x6 WOOD TRIM SEE DTLS. D&F/A511 A OVER WD. SIDING FOR WATERPROOFING WOOD SILL - I 1/2" PLYWOOD SHEATHING (RE: 1/A753) MTL. FLASHING WOOD SHAKES 2x WOOD STUD RIPPED 3/4" STUCCO SYSTEM AT A T ANGLE SHEET MEMBRANE WATERPROOFING MAKE 3 Z" AT TOP WEATHER-RESISTANT BARRIER W/ 6" VERTICAL OVERLAP UNDER V SEALANT WRAP WEATHER-RESISTANT WEATHER-RESISTANT BARRIER F-01 III f BARRIER UNDER WINDOW 5/8" PLYWOOD SHEATHING 0.4 W x SEE WALL TYPES SHEET D 0 0 R�0 HEAD E NTR 1 V UNIT A-DT-37.dwg > 0 o 3" THICK STONE SILL CONT. WEATHER-RESISTANT ` 5/8" TYPE "X" GWQ ON = WEEP HOLES ® 12" O.C. (TYP.) BARRIER 1x STRIP FURRING �� �► <r 1Y2„ FLEXIBLE FLASHING UNDER STONE SILL INTERIOR FLOOR FINISH W/ 6" VERTICAL EXTENSION BEHIND (RE: ID DRAWINGS) Q CAST-IN-PLACE CONC. WALL WEATHER--RESISTANT BARRIER , (� (RE: STRUCT.) A 1 1/2" CONC. A <r TOPPING SLAB '~ EXTERIOR FINISH Z_t SEE Q; (RE: LANDSCAPE) VENEERSYSTEMR STONE WOOD SHAKES ti BATT INSULATION SHEET MEMBRANE WATERPROOFING SLAB-ON-GRADE (RE: STRUCT.) FLOOR JOIST (RE: STRUCT.) V +��r GRADE LEVEL (RE: CIVIL) RAFIER (RE: STRUCT.) ® 5/8 PLYWOOD SHEATHING UP_pER LEVEL = +_1O'-4" _ _ UPPER LEVEL =_ +10'--4' 1� FINISH FLOOR ® ENTRANCE T -T.O. PLYWOOD SUBFLOOR - T.O. PLYWOOD SUBFLOOR SEE CIVIL FOR GRADE ,may ELEVATION REFERENCES, TYP. MAIN LEVEL = 0'--0" �■/ T.O. PLYWOOD SUBFLOOR 1 A5 1 Sim T.O. BEAM OWNEWDEVELOPM . r ------------- A - j 1x6 T&G ON 5 I VAIL RESORTS /8" 1x6 T&G ON 5/8" � RE: DETAIL 4/A533 t GLASS MATT FACED GYP, GLASS MATT FACED GYP. / DEVELOPMENT FOR WALL & WATERPROOFING SHEATHING SHEATHING COMPANY REQUIREMENTS BEAM (RE: STRUCT.) . . � AVON,COLORADO � (WRAP W/1 x WD. ARC9rMCr0rPMC010 ® - _ SOFFIT ENTRANCE (UNIT TRIM-WHEN EXPOSED) B ----- 5 1 1/2" = 1 -o" A-DT 3M" COLUMN BEYOND J lxS T&G- t7Z. ru ARCH OPEN'G Domrar,caaraao OCURS A RE:(WHERE ELEV S) WRAP WATERPROOFING °c CONT. WATERPROOFING ONE-PIECE (WIDTH) OVER SUBFASCIA �GN� MEMBRANE STONE CAP HARTS HOWERTON OVER colvc. WALL EAVE ENTRANCE (UNIT B mm Nmi"M ® 1 1/2" = V-0" A-DT-35.dwg CAST-IN--PLACE CONC. A,.MKGUQ I BEAM (RE: STRUCT.) A AVON,COUMMO ,l T.O.C. WOOD SHAKES BERCHANWAL fa ICTRWuMqcnvm STONE (RE; LANDSCAPE) La " --�(RE: STRUC.j SHEET MEMBRANE WATERPROOFING AVON.CON-DW � 1�„ 2" b 2" 1}/2» CONT. THROUGH WALL cim ma mmu MTL FLASHING 5 1z" (R-38) HIGH DENSITY 5/8" PLYWOOD SHEATHING � �MC SLAB ON GRADE M w SPRAY POLYURETHANE WRAP WATERPROOFING 7 PARTIAL STONE WALL � ENTRANCE UNIT A {RED ������ Ld w FOAM � OVER SUBFASCiA 1 1/2" = 1'—D° A-DT 4s dwo SEE 4/A532 FOR TONE 4" (R-13) BAIT INSULATION PROJECT NUMBER 2090000 VENEER SYSTEM APPLIED BELOW THE FOAM 5/8" GLASS MATT b HELD IN PLACE FACED GYP. SHEATHING ISSUE REVISION DATE GRADE VARIES USING STICK PINS OVERHANG 1 FINISH FLOOR ® ENTRANCE {RE: CIVIL} (RE: ROOF PLAN) A531 06 C;ONST DOC SEE CIVIL FOR GRADE FSK PAPER � ELEVATION REFERENCES, TYP. FOR PERmrr 08.13.04 MAIN LEVEL = 0'-0" �t T.O. PLYWOOD SUBFLOOR STONE SILL BELOW � _ _��_ # 1 A �BIDG.3/CONS' '. 09.2404 # 09 BLDG.4/C0NST. 10.11.04 STONE VENEER LIMIT BELOW 4 1 # 10 BLDG.5/CONST. 10.25.04 1 x WOOD TRIM A 1 ; A6A/7A/8A/9A/l0A/11 RE: WATERPROOFING _ ! ]FINAL CONSI' 0103 05 DETAILS AR - - -- - - - - - CONSTRUCTION PACKAGE --- --- / 2x8 WOOD-TRIM f I � �P ORRWn NS 04.07.05 _ x f 6- _ — [� 1B ADDENDUM 5 05.16.05 A f VAPOR BARRIER IX G FINISHED i f FROM BELOW i f PROVIDE 3"0 DRAINAGE WALL TYPE f PIPES THROUGH WALL — — — -- x V RTI I (RE: PLANS) f I 0 24"o.c. WEATHER-RE S BARRIER 1/2" PLYWOOD SHEATHING WALL TYPE 30• WEATHER-RESISTANT BARRIER I b _ (RE: PLANS 3/4" STUCCO SYSTEM 1 _ f - a a 4 c or - - I DETAILS RESIDENCES DECORATIVE 10x24 TIMBER TAIL 9" 9" RE: EXTERIOR EL.EV.S WOOD Ca? ARCH OPEN'G UNIT B ) 4 PARTIAL STONE WALL ENTRANCE UNIT B ) 1 RAKE DETAIL (TYP. ) 1 1/2 r 1 Q„ A-” .dwg 1 1/2 1 0 A-D 30 wg 1 1/2- 1 `Q A-OT 3W.dwy l_A533 GRID Q 2004 42140 ARCHITECTURE, INC. .._..,...._....—_------------- -- ----�---, � OF CO�pq� VERTICAL TERMINATION CAP I A I - I (RE: MANUFACTURE) ��` I I I GRID �G ��DAL N COPPER COLLAR ,� ` WOOD SHAKES I I SHEET MEMBRANE WATERPROOFING (�,ti 1�c` I 4" 3/4" STUCCO SYSTEM 5/8" PLYWOOD SHEATHING L----- ----------------J -- -----------------------� WEATHER-RESISTANT BARRIER CONT. SEALANT I I ON 1/2- PLYWOOD SHEATING 7 " BATTERED 2x6 WOOD FRAMING W Q 2' ANGLE (RE: STRUCT.) I � •+ COPPER CHIMNEY I COPPER FLASHING W/ z E-11 v I CAP I I 6" VERTICAL EXTENSION 0 ON TOP OF WATERPROOFING W as .I z I I & BEHIND WEATHER-RESISTANT — — — — — ---- — — I BARRIER (RE: W.P. DETAILS) p L;.; L----------------------- -- ----� WOOD SHAKES ~ Of --------- - --- --.—— —-- — . — — SHEET MEMBRANE WATERPROOFING =d I N I (RE: W.P. DETAILS) I 2'-2" i4 a I 5/8" PLYWOOD SHEATHING EL = +8'-2" I '� DRIP COPPER FLASHING I T.O. BEAM — I I �j V BLOCKING I " I .30-/ A W i 3Y4 I QI ed L_-.---------------- -- --_-j F. 4" 1 -- }— — — — Cls I 3/ STUCCO SYSTEM J ` U z TIMBERS IN FOREGROUND (RE: STRUCT.) W Q WEATHER-RESISTANT BARRIER ON 1/2 h'rl PLYWOOD SHEATING EDGE OF STUCCO COLUMN IN FOREGROUND I TTERED 2x6 WOOD FRAMING 1 xfi T&G ® 2' ANGLE (RE; STRUCT.) 3/4" STUCCO SYSTEM BEAM (RE: STRUCT.) WEATHER-RESISTANT BARRIER 3/4" STUCCO SYSTEM ON - 5 MINOR CHIMNEY CAP d CHIMNEY BASE ROOF TYP. 1/2" PLYWOOD SHEATHING - ROUND PLYWOOD SHEATHING 1 1/2" = 1'-0" A-Di-4a,drq + 1 1�2" = 1'-Q" A-0T 48.dwy v 2x WOOD STUD RIPPED ROUND CORNER {R = 1/2 ) AT A 2' ANGLE VAIL RESORTS DEVELOPMENT DETAIL G ENTRANCE UNIT A COMPANY 1 1/2" = 1'-0" A-DT-45.dwg AVON,COLORADO GRID Axc.lffrecroFREooW © FA It© WALL TYPE (RE: PLANS) Heaver.Comub 2" x 4" T.S. (NOTE: WALL BATTERS VERTICAL TERMINATION CAP BRACING (RE: STRUCT.) 7 SIM ® SOME LOCATIONS- ' 33 RE: EXT. ELEVS. n90cxaxr,Hr sCr r---------------------, \ , HARTIHOWERTON I I *'� "' STONE BENCH ATTACHED N°YOWNff°'CffiK \ $ / FROM 3 SIDES (RE: STRUCT.) s�rxucnmAY.mK�x \\ OPEN -� I / " T.O.C. MONROE&KINIRMLENGINEEKIN�FC 1/4 BENT PLATE 1 (RE: STRUCT.) AvxaowaAn o (RE: C.) acNICALELECRICAL s �M COPPER COLLAR 90 / / 4x4 T.S. CHIMNEY CAP 1 I - - -- I FRAMING (RE: STRUCT.) ! 3'-1Y 2" ENGINEER a> ,nNc 47 Ll L--_. -- -- -_.........-- ----------J \\ 1 1 � PROTECT NUMBER: 20900.00 F---- -- ------------------ --.I — -- --- -- ------ ----- — -- � ,<, f I 1Y ISSUE REVISION DATE " s I 'P 2 1 -4 I COPPER CHIMNEY CAP I 1 GALV. STL. ANGLE 06 CONST DOC I ?4. I 0I I 1 CAST--IN-PLACE CONC. a, I I 4x4 T.S. CAP WALL (RE: STRUCT.) _I FOR PERMIT oS.13.04 COPPER BULLNOSE wiP POST'S (RE: STRUCT.) 1 « ! } T o©BIDG 2/CONEY. 49.()2.04 Ad </ STONE (RE: LANDSCAPE) BIG.3/CONEY. 092404 DRIP SLAB ON GRADE 09 BLDG.4/CONST. 10.1104 I I �— (RE: STRUCT.) 4k FINISH FLOOR 0 ENTRANCE ol-3 I � � GALV. CHANNEL -- 1 -- 411 L 10 BLDG.S/CONST. 10.25.04 L------- -.-------- -- ------J SEE CIVIL FOR GRADE d ELEVATION REFERENCES. TYP. r————— — —— ^——— , Q N ! '� 4�1 _ MAIN LEVEL - O'-0" 6A/7A/8A/9A/10A/11 II 1 _ �_-_ __ — — — �, z — CONY. SEALANT I �'! �/ « T.O. PLYWOOD SUBFLOOR FINAL CONST 01.03.05 Z 16 ADDENDUM 5 05.16.05 COPPER FLASHING 2"MIN TO COM . L--------------- J FRAMING _ — (RE: MF .} a ! DRIP _ 1 1 I"- ------------------- 1/2" PLYWOOD SHEATHING I N BLOCKING 1 1 --� --- DETAILS I 1 RESIDENCES I 1�` N COPPER FLASHING I VENT PIPE I 3/4" STUCCO SYSTEM I I 3 1'-1 oh" f' 1 OY4" 5m WEATHER-RESISTANT BARRIER — — —ON 1/2" PLYWOOD SHEATING I I 3Y4" I I L--_..--------_..---- -- - BATTERED 2x6 WOOD FRAMING 0 2' ANGLE (RE: STRUCT.) MAJOR CHIMNEY CAP PARTIAL STONE WALL @ ENTRANCE UNIT A -- -- 1 1 1 1/2* = V-0" A-Di-44.dwg ♦ WOOD SHAKES • , WOOD SHAKES � (D 2004 42140 artcHrrEcrurzE, INC. • SHEET;WD �RPROOFING , CONTINUOUS 2x2 LEDGER © SEE WALL TYPES SHEET " ♦ 5/8 SHEATHING _ av Colo LEDGER TO SECURE 5� PE X GYP. BOARD � lx WOOD FRAME Q�� GYPSUM BOARD PER A 5/8 PL D SHEATHING 5 " R-38 HIGH DENSITY SPRAY ♦ IBC 705.6-EXCEPTION 4.3 � E. 1311,N A POLYURETHANE FOAM 5/8" TYPE "X" GWB ;JCt �`' R-13 BATT INSULATION APPLIED ♦ 1 _.: .. . . BELOW THE FOAM HELD IN PLACE ♦ - USING STICK PINS 7 • ♦ Imo___ �� A531 " lf � ohs -Lamw I— 1 HEAD WOOD TRIM A, 4 1 (� (� ABOVE to R 4" R-28 HIGH ' `� ♦ IN, TIO-2 PLIED DENSITY SPRAY INTERIOR WALL JAMB r U ♦ OVE FOAM POLYURETHANE 1 1/2" = V-0" -cT-ss dwa �„♦1 1 H IN PLACE FOAM O 1 , USING STICK , 0 f PINS . W ♦ ft �~ "'NO SLIDING DOOR SYSTEM 04 1x6 T&G ♦ ROOF WITHIN 4' OF SEPARATION WALL (RE: MANUFACTURE) 1/2" CUNT. SEALANT & BACKER ROD 2x VERTICAL SIDING ♦ � 1 1/2" = 1'-D" MDT--BB.dwg INTERIOR FLOOR FINISH o FRAME WALL OR CONT. W.P. WRAPPED UNDER TRACK TRUSS LEG ♦ • {RE: ID DRAWINGS) AND TURNED VERT. AT JAMBS TO CREATE END . ♦ • ♦ 7 GWB FIRE PROTECTION ` DAMS (TYP.) �+ 35 4'-0" MIN.V ;lop " iv CONC. SLAB W/ INTEGRAL COLOR V ♦ PROTECTED ROOF & OVERHANG PROJECTION 5/s PL� ,� _ _ �.___ __ _ _ _ _ _ ___ _ (RE: sTRUCT.) 10 1 1/2 _ 1 0 A-Dr-6a-"9 SHEATHIN I ,� A ♦ r N GARAGE LEVEL = -12'-O" W -�- - - -- ... .. ..: ...: _. . . . .. T.O. PLYWOOD SUBFLOOR FRAMING AS OCCURS L 7/A535 � EXTENSION OF 1 ( ] SEPARATION WALL 5/8" �E WB - rI (I HR.) W 0 ! { I F 0 W HAKES I SHEET MEMBRANE WATERPROOFING ___ _ _ _ _.w __ w, __ __ ♦ VLATION I I_-� �_� I" I - I 5/8 PLYWOOD SHEATHING ♦ CRAWL SPACE _- O R C SEPARATION WALL ♦ FLOOR JOIST (RE: STRUCT.) - �� 2 X 2 LEDGER TO SECURE OT7-1 1/2" = V-0" A—or-so.dwg • I + + + + _ _ " w 7/ GYPSUM BOARD PER CAST-IN-PLACE CONC. 5/$ TYPE "X GWB BC 705.6-EXCEPTION 4.3 WALL (RE: STRUCT.) WITHIN 4 OF , Q I - I - OVNMMEVMD TYPE GWB SEPARATION WALL , 5 3P " R-38 HIGH 5/8" " " GRID RE: W.P. DETAILS ♦ I-- VAIL RESORTS DENSITY SPRAY POLYURETHANE DEVELOPMENT FOAM ♦ SLIDING DOOR THRESHOLD @ GRADE COMPANY ♦ 1 GATT INSULATION SEPARATION WALL 3 1 1/2" = V-0" A—DT-56.dwg AVON,COLORADO 4" R-13 BATT SEE WALL TYPES SHEET INSULATION APPLIED we MOW� � A531 CONT. MINERAL WOOS BELOW THE FOAM APPROVED AS FIRE BLOCKING INTERIOR FLOOR FINISH GRID �� HELD IN PLACE 1 1 TO FILL AIR SPACE (RE: ID DRAWINGS) ® EVA USING STICK I PINS � 1 1 ENG. TRUSS 1x6 T&G FINISHED EL VARIES �1 *�c,�iecNnl ccruie FROM BELOW = �� 2x VERTICAL SIDING ♦ .' 1 T.O. PLYWOOD SUBFLOOR MAST PLANNM 1 f 3/4" STUCCO SYSTEM I DEUGH RIP CUT 5/8" RAFTER TAIL WHERE , 1 1/2- PLYWOOD SHEATHING HART HOWERTON GYP. IS REQUIRED IN ORDER TO NEW YORK, wYOgtic MAINTAIN FLUSH SOFFIT CONDITION 1 1 x 10 WOOD TRIM SEE ROOF PLAN -- -- -- -� '!� _ •••� - - lK1NROfiac �tr1c AVON,COUSADO - MCHWCALMEC RICALMWID M .. AVON,COLDRADO ♦ 1 1/2" LIGHT WEIGHT CIMENcnOM q PROTECTED ROOF & OVERHANG PROJECTION CONC. TOPPING .� FLOOR JOIST (RE: STRUCT.) A>��.n�1cc V 1 1/2" = 1*-0" A—DT-67.dwg CONT. MINERAL WOOL ��` � BATT INSULATION SEPARATION WALL APPROVED AS FIRE BLOCKING SEE WALL TYPES SHEET PRO]=NUMBBIL 20900,00 " ♦ TO FILL 4 FROM ALL BLOCKING COW. MINERAL WOOL 5/8" TYPE 'X' GWB , APPROVTEO FILL AIR OSPACE CKING ISSUE REVISION DATE WHERE OCCURS WITHIN FLOOR SEPARATION WALL 06 CONST DOC 4 OF AREA SEPARATION ♦ WALL 1 1/2" — 1'—D" A—Dr—sl.dwg WOOD SHAKES I FORPERMIT 08.13.04 SHEET MEM WATERPROOFING RIDGE CAP A BLDG.2/CONST. 09.02.04 � DEMISING WALL TERMINATION A_UT_SO.dw9 _WOOD SHAKES GRID ®BIDG.3/CONST_ 0924.04 5/8" PLYWOOD THING SHEET MEMBRANE 09 BLDG.4/CONST. 10.11.04 2 X 2 LEDGER TO SEC* WATERPROOFING A 10 BLDG.5/CONST. 10.25.04 GYPSUM BOARD PER♦ , 5/8" PLYWOOD A EDGE OF A6A/'7A/8A/9A/l0A/11 IBC 705.6-EXCEPTION 4.3 SHEATHING FROST FREE i TERRACE 5/8" TYPE "X" GWB - A HOSE BIB i i FINAL CONST 01.03.05 5 1/2" R-38 HIGH T.O. RIDGE (RE: MECH) I { I R 44.07.05 1 DENSITY SPRAY RE: ELEV. 1 1/2" RIGID i e ADDENDUM 5 05.16.05 POLYURETHANE INSULATION BOARD - - ' 10X10 FOAM (R-7 PER I-) NEWEL POST M ; DECK BEAM 1 , 4" R-13 BATT ( HERE OCCURS) 1 , INSULATION APPLIED J - - GRID BELOW THE FOAM 1 1 HELD IN PLACE 1 1, USING STICK 1 I 1 _ 1x6 T&G , PINS 1 1 FSK PAPER 2x VERTICAL SIDING , I 1 1 RIP CUT 5/8" RAFTER TAIL WHERE FRAM TRUSS WELL OR TUBE STEEL B UNIT 4" R-13 BATT DETAILS 1 , I GYP. 15 REQUIRED IN ORDER TO (RE: STRUCT.) INSULATION APPLIED l MAINTAIN FLUSH SOFFIT CONDITION BELOW THE FOAM s� MELD IN PLACE .I RESIDENCES ♦ USING STICK SEE WALL TYPES ♦ PINS SHEET A611 5 V R-38 HIGH SEE ROOF PLAN ,41h# DENSITY SPRAY POLYURETHANE FOAM I A5359y4" Q PROTECTED EAVE PROJECTION - DETAIL RIDGE DETAIL TYP, STEEL FRAME @ EXT ALL -- V 1 1/2- = 1'-0" A-DT-95.dwg 1 1/2" = 1--0" A-DT-GOAwg JL 1 1/2" = V-0" A-DT-49.dw9 2'_6„ © 2004 42140 ARCHITECTURE, INC. 4" (0 TOP OF PIER BELOW CAPSTN.) SNOW FENCE VERTICAL SUPPORTS 0 48" O.C. �N -3" AT TOP OF FRAMING qi C Oil ��,v NOTE: ALL METAL FLASHING SHALL BE (MAX). CONSTRUCT WITH STEEL PLATE ju COMPLETELY SOLDERED THICK. 2" 0 STEEL PIPE (2.375" O.D., WALL 7y2" 10y2 I 4y2" 7y2" E. HgN!CAL THICKNESS 0.154") d 0HiJES' OrIf N OUTLINE OF A—dA/7A/8A/9A/10A/11 CAPSTONE ABV. FILL POCKET WITH LIQUID MEMBRANE (APPLY WITH - - 1 CAULKING GUN) n.P I NOTE: CONSIDER 4-RUNG SNOW BATTERED STONE VENEER FENCES WHERE VERY HEAVY 1.5• SLOPE a ® SNOW ACCUMULATIONS MAY W OCCUR. 2" SOLID GROUT WOOD SHAKES OVER l `- - '-`' V \ FULL CANT BEAD OF LIQUI 1 REFER TO ROOF PLAN FOR O c° m z H \ WATERPROOF'G MEMBRANE SNOWFENCE LOCATIONS. - o W MEMBRANE \ OVER �" PLYWD. SHEATHNG WEATHER-RESISTANT BARRIER � � Q (RE: W.P. DETAILS) \ 1/2" PLYWOOD SHEATHING a a WOOD COLUMN (RE: STUCT.) _I o �■■� ^ F� O BEAM BELOW (RE: STRUCT.) O SEE DETAIL 4/A536 FOR ® � � ' FLASHING DETAIL FIELD SHEET OF VYCOR L w Q ULTRA zz STONE PIER @ DE CK BOTTOM FLASHING (INSTALL ® t/2' = t'-a" (A LOW PIER CONDITION) A-Dr-75.dwy Z FIRST OVER FIELD SHEET OF WA 0 VYCOR ULTRA) REFER TO STRUCTURE FOR ~ BOLT DESIGN, LAYOUT & a CONNECTION DETAIL o l UPPER FLASHING (INSTALL I ® �- SECOND OVER BOTTOM FLASHING - 1 _ 10" x 10' WOOD POST & FIELD SHEET OF VYCOR FRAMING ULTRA) (RE: STRUC.) `� - QWNgR/DBVHEA�GR STRIP-IN BOTTOM & UPPER I - � � VAIL RESORTS FLASHING WITH VYCOR ULTRA 15" ( L - 11 1 1x T & G WOOD SIDING DEVELOPMENT U u' CEDAR GUARDRAIL. AND COMPANY 0 1Y2" 1Y2 DECORATIVE BALUSTERS SNOW FENCE FLASHING o I AVON,COLORADO 4 N-T.S. Dr..wATM_wd„� m " LET RAILS INTO POSTS 2" ® ENDS exCSera CrOFRBCXMD a , 1y2 3 SNOW FENCE _ = " " (]f 0 RANDOM SAND STONE PFA 3 = 1 -0 or-wArr-N.d.� a I o -1 ET 3/4" STING BED J I- 1 1/2* CONC. © I TOPPING SLAB 2" x 4" TUBE STL FOR BRACING I WATERPROOFING MEMBRANE MASxsarta+NNFx 1/2" STL. PLATE (RE: W.P. DETAILS) DWIGNZF rBCr i 3/4" PLYWOOD 2% SLOPE HART IHOWERTON = NM Y0M NSW TUW 4x4 T.S. CHIMNEY CAP 1 FRAMING j- MAIN LEVEL = 0'-0" maHR& R4C COPPER CHIMNEY CAP — / / WEATHER-RESISTANT BARRIER T.O. PLYWOOD SUBFLOOR cn� 2x8 WOOD TRIM - AVOKCOLDRAW ON 1/2 PLYWOOD SHEATING 3�4 CMI L ENGUVBER 1-01 t AUMNEENGDaMRDW,,DW_ PROFILE AT BUILDING 7, MATCH TO WINDOW SIZE 6" COPPER GUTTER 1 ER W/ ^ I VMOO RAM / SMALLER ROOF CAP HEAT TRACE PROJECT NUMBER 20900.00 © 2 X 6 ROUGH SAWN T&G TAPPERED FURRING STRIPS ISSUE REVISION DATE V-GROOVE CEDAR 2x WOOD TRIM I I _ DECK JOIST (RE: STRUCT.) A BIDG.2/CCINSr• 09•02-04 NOTE; MIRROR DETAIL ABOUT CENTER LINE DRIP STL CHANNEL 1/2" PLYWOOD 1 _ � I 1x6 T&G A BLDG.3/CONST: 0924.04 ALIGN AT CORNER OF BEAM (RE: STRUCT.) ®BLDG.4/CONST. 10.1104 ❑ o 0 0 0 19 TOP AND BOTTOM RAIL 2x WOOD BLOCKING BLDG.S/CONST. 10.25.04 ��' � n 6•6A/7A/8A/9A/10A/11 TIMBER BEAM 2 X 6 ROUGH SAWN T&G CEDAR i (RE. STRUCT.) FINAL CONST 01.0305 N RAIL W/ �" CHAFFERED ENDS �� i t2 ADDENDUM 1 01.12.05 4 VERTICAL TERMINATION CAP o lb ADDENDUM 5 05.16.05 o _ I CONT. SEALANT Z 4x4 T.S. CAP POSTS v X: o I I DASHED LINE OF COPPER COLLAR I I TIMBER ORNAMENTAL � g 1 1y2" tyP. _ BRACKET IN FOREGROUND COPPER CAP 1 1 (RE: 2/A522) LARGER SQ. MTL NAIL HEADS ® ' COPPER FLASHING CORNERS TO CONCEAL COPPER I I LAG SCREW ATTACHMENT T STONE PIER BEYOND� I I SIDING WALL I I IS o u o 1 1 - COPPER DOWNSPOUT DECORATIVE BLACK MTL SQ. NAIL HEADS (WHERE OCCURS) I I ONE AT EACH PLANK I f DETAILS RESIDENCES I I - 1/2" PLYWOOD SHEATHING NOTE: OMIT JAMB CASING WHERE BLOCKING 1y2" SHUTTER OCCURS _ I t --- - COPPER FLASHING 3/4" STUCCO SYSTEM urt Anirrn nrr11C-rAkrr "AnnIrn FIXED SHUTTER DECK ST I NE PIER GUARDRAIL A536 I MAJOR CHIMNEY CAP t ���" _ �•-� A-Dr-�s.d,.9 A..�,_,,.a,,,9 f 5 t 1�2~ = 1'-a" A-flr�486.dwq I 0 2004 42140 ARCHITECTURE, INC. COPPER CHIMNEY WOOD EXTENSION (RE. DETAIL 3/A534) 3X4" WOOD SILL „ ,�,, _ (RE: ID DRAWING) E. Rr-,M „ 3 X WOOD TRIM r-jr. !t- , II I WALL BEYOND I WOOD SIDING (RE: WALL TYPE) w I"If [ I .. I [I I . I X1-1 1 I I Ii r - Z O I (RE: ID DRAWING) I I I I _ 3 X WOOD TRIM L - - — A I I j FINISH FLOOR _ - [•y I I I I si UC 0 SEE CIVIL FOR GRADE a I =1I I ELEVATION REFERENCES, TYP. __ a I I I I LL LL MAIN LEVEL = 0'-0" LU T.O. PLYWOOD SUBFLOOR Fi■i •,•y I II I 5T E VE EE w r � I . I I. I I I I S U 10 FLOOR JOIST � ] I = I II I (RE: STRUC.) I 1■/ Z - 2x WOOD TRIM W IL JL L jL I 4 - - 2x WOOD BLOCKING O - = HH - - II O II a D - _ -. © C� " GLASS MATT FACED D I - GYP. SHEATHING __ --- A - O z 1 xG T&G (FINISHED FROM BELOW) ` D OWNERMEVOD CONC. TUNNEL WALL I - 2 - = DASHED LINE OF = DECORATIVE TIMBER RESORTS - — — — — — — — --- — — — — — -- — — — 1 I = I =I CONC. RETAIN'G WALL BRACKET BEYOND DEVELOPMENT - — - — - I -(RE: STRUC.) - - - COMPANY GAS METER - - — AVON,COLORADO TUNNEL ROOF WATERPROOFED I I - L J - - - BAY �+YIND QW S CTIO D CONC. SLAB I I _ I I _ - - - 3 1 1/2" = V-0" A_UF_7�.d� Axxct rorMcogn TO CAP CHASE FF DFF jj%EL=-8'-2" I NEW BOILER FLUES MECHANICAL ROOM ! — ----------- _ — , =--j A I BOILERS L_... J——_—_—--———....-_—-_ - _ _ - - - DMGN ARCHMa GARAGE LEVEL = EL -12'-0" HAR ' HaWERTON T.O. PLYWOOD SUBFLOOR `'''�' L__..._J I FLUE CHASE I I CONC. WALL I � _ - BELOW GRADE EL = -13 -6 — — — — -- — — — r (PROVIDE CONC. WALL BELOW I ENGDnM T.O. CONC. SLAB A GRADE PARALLEL TO BUILDING 8 I ��COW A;a�aoB.�Ns .srrcaa�.s,nvc METH_ ROOM I I J WEST WALL. EXTEND DOWN TO I WELD ALL T.S. INT TIONS WITH 3/16" I I FOOTING, ALLOW 2' CLEAR I I I FILLET WELDS X MIN. sc4&MJQ M3W,,DX AVON.0 KORADO ,` EL _ --,17'-5 1/2" I I FOR FLUE CHASE.) I I Li T _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ LL � � � ALTERNATE NO .l7 - BOILER CHIMNEY ` T.O. FOOTAGE �'NgNG IG nvc — ^ - - - - - - - - - - - - - - -- - - - - - 1'-0" BUILDING 0 - WEST ELEVATION SM-ALT-flu.-r9 VAII.,COLORAW Ir --------------_----__._.-_.. --� MATCH ADJACENT WINDOW SIZE I I PROJECT NUMBER: 20900.00 I 3Y2" I 37/8" I I ISSUE REVISION DATE I 1 18" GAGE METAL STUD WELDED I TO T.S. AT 1'-0" MAX. 08 BLDG.3/CONST. 0924.04 2 X 6 ROUGH SAWN T&G V-GROOVE CEDAR `Qs STL. BRACKET 09 BLDG.4/COb=. 10.11.04 2 YE /4 LYWb REWEb NOTE: ALL ANGLES h1 T ET S/ AT 6" SPACING 10 BLDG.5/CONST. 10.25.04 M 12T U.O.N. I A6Al7A/8A WIOA/11 L ..-..----------- ---•------ -- --J FINAL CONST 01.03.05 I I 16 ADDENDUM 5 05.16.05 I � I 2" 6" 2 X 6 ROUGH SAWN T&G CEDAR I I WE RN 4 RAIL W/ X" CHAFFERED ENDS o n� i � COPPER FLASHING I � I Ae w E3 o o n ❑ i •.��, I 4"x4-x3/16" T.S. CHIMNEY CAP FRAMING a I I a L------ -- --- ---- -- ---- J Q LARGER SO. MTL NAIL HEADS 0 I4" I COPPER FLASHING CORNERS TO CONCEAL %0 I I VERTICAL TERMINATION CAP LAG SCREW ATTACHMENT TO I I SIDING WALL A I COPPER FLASHING I I DETAILS 4 OPPER CAP RESIDENCES DECORATIVE BLACK MTL SQ. NAIL HEADS I y, ONE AT EACH PLANK L—------ —--- —-- -- -- ---——— ----- -----J B RED 2x6 WOOD FRAMING 0 NGLE BLOC 1/2" P OOD SHEATHING NOTE: OMIT JAMB CASING WHERE 3/4" STU SYSTEM 1V" SHUTTER OCCURS WEATHER- ANT BARRIER �2 ON 1/2" PLYWOOD SHEATING A537 FIXED " SI3UTTER I MAJOR CHIMNEY System No. C-AJ-2110 System No. C-AJ-2098 System No. C-AJ-1278 System No. C-AJ-1140 F RATING - 3-M. F Rating - 3 Hr F RATING = 3-K F Rating - 3 Hr 2004 fiv C 01 ECTURr, INC. T RATING 0-M T Rating - 3 W T RATING = 0-HR, T Rating - 0 Hr L Rating At Ambient - Less Than I CM/sq ft 3 L Raft At 400 F - 4 CFM/sq ft E. RANDAL 4 JOH N F- A F- A 4 .......... 3 6 ISO 3 ......................... 3 0 A 0 T, ................... 4 ....... .......... 3 .-1 ..4 .. .... ............ ........... ...• 44 .......... .......... 0 0 ........ ...... ................. 4 .................... 0 2 . ...... .................... 5 0 2 A A 9'.'.- A 14 ljk .'.'...................... '4 .................... ........... SECTMN A-A 4 U ..........1... . ...... ........................ ......... 5 A A 1. Floor or Wd owem* - Minimum 4-1/2 in. thick reinforced lightweight or SECTMN A-h 2 normal weight (100-150 pef) concrete. Wall may also be constructed of any 6 UL Classified Concrete Blockg*. Maximum diameter of opening is 30-7/8 in. SECTMN A-A 1. Floor or Wd Pouft - Min 4-1/2 in. thick reinforced lightweight or SECTIM A-A See Concrete Blocks (CAZT) category in the Fire Resistance Directory for r--ce J1 �%�6 rA normal weight (100-150 pcf) concrete. Wall may also be constructed names of manufacturers. of any UL Classified Concrete Blocks*. Max diam of opening is 8 in. 2. Through-Penetrant - One metallic pipe or conduit to be installed either See Concrete Blocks (CAZT) category in the Fire Resistance Directory concentrically or eccentrically within the firestop system. The annular space 1. Him or N Amid* - Min 2-112 in. thick reinforced lightweight or normal weight (100-150 pcf) for names of manufacturers. between pipe or conduit and periphery of opening shall be minimum 0 in. to concrete. Wall may also be constructed of arty UL Classified Concrete Blocks *. Max area of opening is 2. SbW -%m (0$W4 - Nom 8 it). diam (or smaller) Schedule 40 maximum 7/8 in- Pipe or conduit to be rigidly supported on both sides of 1024 sq in. wish max dimension of 32 in. (or thinner) steel pipe cost or grouted into floor or wall assembly, flush floor or wall assembly. The following types and sizes of metallic pipes or See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 04 P-4 0 with floor or wall surfaces. conduits may be used: 2. Thn* Pambe -- Min clearance between pipes, conduits or tubing is 0 in. (point contact). Min I Throt* Perebuft - One nonmetallic pipe to be installed either 1. Fbw or Wd AmNm* Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) A. Steel Pipe - Nominally 30 in. diameter (or smaller) Schedule 10 (or clearance between pipes, conduit or tubing and periphery of through opening is 1 in. Min clearance between concentrically or eccentrically within the firestop system. The annular concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 3 in. heavier) steel pipe. pipes, conduit or tubing and periphery of any single surface of through opening is 0 in. (point contact). space between pipe and sleeve(Itern 3) shall be min 1/4 in. to max See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. B. Copper Pipe - Nominally 6 in. diameter (or smaller) Regular (or heavier) Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following'types 1-1/4 in. Pipe to be rigidly supported on both sides of floor or wall 2. EWCMW Nwawk& TuWng+ -- Nom 2 in. diam (or smaller) corrugated wolf ENT constructed of copper, pipe. and sizes of metallic pipes, conduits or tubing may be used: > assembly. The following types and sizes of nonmetallic pipes may be used: polyvinyl chloride (PVC). One tube to be centered within the firestop system. A nom annular space of 5/16 C. Copper Tubing - Nominally 6 in. diameter (or smaller) Type L (or heavier) A. Steel Pipe_- Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. A. Polyvinyl Chloride (PVC) Pipe Nom- 6 in. diam (or smaller) Schedule in. is required Within the firestop system. Tube to be rigidly supported on both sides of floor or wall copper tubing. B. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit 40 solid-core or cellular core PVC pipe for use in closed (process assembly. D. Conduit - Nominally 6 in. diameter (or smaller) steel conduit C. Copper Tubing -- Nom 4 in. criarn (or smaller) Type L (or heavier) copper tubing. U Z or supply) or vented (drain, waste or vent) piping system. See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory for E. Conduit - Nominally 4 in. diameter (or smaller) steel electrical metallic D. Copper Pipe -- Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. B. Chlorinated Polyvinyl Chloride(CPVC) Pipe Nom 6 in. diam (or names of manufacturers. tubing (EMT). I Form - Not Shown) -- Used as a form to prevent leakage of fill material during installation. Forms 0 Mil 3. Poc*q Matalkill -- (W Shm) -- Mineral wool insulation firmly packed into opening as a temporary I F1, Void or Caft WhirW - SKW - Minimum 1/2 in. thickness of fill to be a rigid sheet material, cut to fit the contour of the penetrating item and positioned as required to smaller) SDR17 CPVC pipe for use in closed (process or supply) or form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required material 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. vented (drain, waste or vent) piping systems. to accommodate the required thickness of fill material. In floors form may be removed after fill material surfaces of wall. At the point contact location between pipe and concrete, a 4 Fit VaN or Q* Mft - Uwkr - Min 2-112 in. thickness of fill material applied within the C. Acrylonitrile Butadiene Styrene (ABS) Pipe Nom 6 in. diam (or has cured. minimum 1/4 inch diameter bead of fill material shall be applied at the concrete/ annulus. Fill material is mixed at a role of 2.5 parts dry mix to one pad water by weight in accordance smaller) Schedule 40 solid-core or cellular core ABS pipe for use in 4. F111111, Void or Ca* MW -- Sealant -- Min 2 in. thickness of fill material applied w•thia the pipe interface on the top surface of floor and on both surfaces of wall. with the installation instructions supplied with fill material. closed (process or supply) or vented (drain, waste or vent) piping systems. annulus, flush with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI CONSMCTO C• ICALS, DIV OF D. Flume Retardant Polypropylene (FRPP) Pipe Nom 6 in. diam (or smaller) HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE Sealant HILT] INC -- Type FS635. CP636 or CP637 Schedule 40 FRPP pipe for use in closed (process or supply) or vented HILTI INC -- FS-One Sealant *Bearing the UL Classification Marking *Bearing the UL Classification Mark (drain, waste or vent) piping systems. +Oeoring the UL Listing Mark 4. MM Cow Plate - Min 18 go. steel with max I.D. 1/4 in. larger than O.D. *Bearing the UL Classification Mark of pipe. Min. O.D. of cover plate to be 6 in. larger than O.D. of pipe. Installed between underside of floor or both sides of wall between collar and floor or wall surfaces. VAM RESORTS 5. rhollcip Dmiv$ - Resbp Ww - Firestop collar shall be installed in accordance I with the accompanying installation instructions. Collar to be installed and latched DEVELOPMFNT around the pipe and secured to underside of floor or both sides of wall floor using the anchor hooks provided with the collar. (Minimum 2 anchor hooks for 1-112 COMPANY and 2 in. diam pipes, 3 anchor hooks for 3 and 4 in. diam pipes, and 6 anchor PLASTIC ENT ) PIPE IN METAL PIPE THRU UTIPLE PENETRATIONS IN AVON,COLORADO hooks for 6 -in. diam pipes). The anchor hooks are to be secured with 1/4 in. C 0 AXCMrr=OFX2CW0 diam by min 1-1/2 in. long steel expansion bolts, or equivalent, in conjunction with 6 ONCRET 3 - HR RATING- CONCRETE .- 3 - HR RATING 2 CONCRETE : 3 - HR RA TING steel nuts and min 3/4 in. diam steel washers with one anchor bolt in each SCALE: N.T.S. CA.1-ma SCALE: N.T.S. CAJ-1278 SCALE: N.T.S. CAJ-1 140 anchor hook )CC FAV HILTI CONSTRUCTION CHEMICALS, DIV OF a 'A lei HILTI INC - CP 643 50/1.5 , CP 643 63/2-. CP 643 90/3 , CP 643 110/4- IARM or CP 642 160/6- Firestop Collar Deww.Colkaft & Flk Void or Cavity MdwW - So" - Min 1/2 in. thickness of fill material System No. C-AJ-5090 System No, VW-D-1011 System No. C-AJ-6006 M&%*U PLANTSM applied within the annulus, flush With bottom surface of floor or both surfaces of F RATING = 3-HR. Assembly Rating - 3 Hr F RATING = 3-HR. & wall assembly. Additionally, nom 1/4 in. beads of fill material applied between T RATING = 0-HR. T RATING = 0 HR. 0811MAmciffny-T concrete and cover plate and between cover plate and firestop device. L Rating At Ambient - 4 CFM/Sq Ft Nominal, Joint VWth - 3-1/2ff HART I HOWERTON HILTI CONSTRUCTION CHEMICALS, DIV OF L Rating At 400 F - Less Than I CFN/Sq Ft Class II Movement Capabilities - ICA Compression or Extension bmwyommwym HILTI INC - CP601S, CP606 or FS-One Sealant *Bearing the UL Classification Marking STRUCTultAL0413WER A MOXWE&NMVME4GNMKM I 2 A AVM,COM)RAW F_ 1111CHAMMELEC]MCALENGUMIR WEENGD110MINC AVON.COLORADO 2 MMENGR4M 4X 4 A - -, 1 � O . . . 1 11 �D PAIL.CXK0RAD0 e. 4d. A 4 .4 PROJECT NUIABER:- 20900.00 7 4, SECTION A-A 4 - 4f 4 1711 MLM 1WVW0N DATE 1. Rw or Wd Aeewft - Min 4-1/2 in. thick reinforced lightweight or 4 normal weight (100-150 pcf) concrete. Wall may also be constructed of 04 CONSr DOC any UL Classified Concrete Blocks*. Max diom of opening is 8 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory FORPERWr 07.23.04 for names f mon*cturers. 2. MeWk Stevie ?Optional) - Nom 8 in. diam (or smaller) Schedule 10 A SECTION A-A 05/06 COMT DOC 08.13.04 (or heavier) steel pipe. 3. Tka* Pawkwix - One metallic pipe or tubing to be centered within 1. Wd Aeserri* - Min 4-3/4 in. thick reinforced lightweight or normal 1. I'lloor or Wal As=* - Min 2-1/2 in. thick reinforced lightweight or 07 BLDG.2/CONST. 09.02.04 the firestop system. Pipe or tubing to be rigidly supported on both sides weight (100-150 pcf) structural concrete. Wall may also be constructed of normal weight (100-150 pcf) concrete. Wall may also be constructed of 08 BIDG.3/CONSr. 09.24.04 of floor or wall assembly. The following types and sizes of metallic pipes any UL Classified Concrete Blocks*. Max area of opening is 560 sq in. or tubing may be used: any UL Classified Concrete Blocks*. 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 See Concrete Blocks (CAZT) category in the Fire Resistance Directory steel pipe. for names of manufacturers. for names of manufacturers. 10 BUDG.5/CONST. 10.25.04 B. Copper Pipe - Nom 4-in. diam (or smaller) Regular (or heavier) copper 2. Joint 9/ftn - Max width of joint (at time of installation of joint 2. Bwway+ - Nom 23 in. wide (or smaller) by 4.5 in. deep (or smaller) Y pipe. system) is 3-112 in. The joint system is designed to accommodate a shaped aluminum enclosure containing factory mounted aluminum hors 5B ZqNAL CONST 01.03.05 C. Copper Tubing - Nom 4 in. diam (or smaller) Type L (or heavier) max 14 percent in compression or extension from its installed width, rated for 600 V, 4000 A or copper bars rated for 600 V, 50004 The busway copper tubing The joint system shall consist of the following: shall bear the UL Listing Mark and shall be installed in accordance with 6A/7.A/8A/9A/IOA/11 4. Tube hisulallm-Nolke+ - Nom 3/4 in., thick acrylonitrile butadiene/ A. Packing Material - Min 4 pcf mineral wool bott insulation installed in all provisions of Article 364 of the National Electrical Code, NFPA No. 70. FR4ALCOWr 010305 polyvinyl chloride (AB/PVC) flexible foam furnished in the farm of joint opening as a permanent form. Pieces of bait cut to min width of The annular space between the busway and the periphery of the opening tubing. Annular space shall be min 1/2 in. to max of 1-1/2 in. 2-1/4 in. and installed edge-first into joint opening, parallel With shall be a min of I in. 16 ADDENDUM 5 05.16.05 See PlesVics+ (OMFZ2) 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 bott sections are recessed from during installation. forms to be a rigid sheet material, cut to fit the material meeting the above specifications and having a UL 94 Flammability both surfaces of the wall. A 1 in. thickness of packing material is contour of the penetrating item and positioned as required to Classification of 94-5VA may be used. placed vertically over the installed inner layers and recessed from the accommodate the required thickness of fill material. Forms may be 5. Fkaft 9jetem - The firestop system shall consist of the following: top surface as required to accommodate the required thickness of fill removed after fill material has cured. A. Packing Material - Min 4 in. thickness of min 4 pcf mineral wool bott material. Adjoining lenghts of batt to be tightly-butted with butted 4. Fit Wd or Ca* M~ - Tmwdo* rffeft GwV=W - Min insulation firmly packed into opening as a permanent form. Packing seams spaced min 24 in. apart along the length of the joint. 2-1/2 in. thickness of fill material applied within the annulus. Fill material to be recessed from top surface of floor or from both surfaces B. Fill, Void or Cavity Material* - Sealant - Min 1/4 in. thickness of fill material is mixed at a rate of 2.5 parts dry mix to one part water by of wall as required to accommodate the required thickness of fill material applied within the joint, flush with both surfaces of 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. - CP60ls Elostomeric Firestop Sealant HILTI CONSTRUCTION CHEMICALS, DIV OF material applied within the annulus, flush with top surface of floor or *Bearing the UL Classification Marking HILTI, INC. - FS635 OR CP636 with both surfaces of wall. *Bearing the UL Classification Marking FIRESTOPPING HILTI, Inc. -- FS-ONE Sealant +Bearing. the UL Listing Mark DETAILS *Bearing the UL Classification Marking TUNNEL & RESIDENCES PLASTIC PIPE IN INSULATED MTL. PIPE THRU WALL TO WALL JOINT IN ELECTRICAL BUSWAY IN 7 CONCRETE : 3 - HR RATING- 5 CONCRETE : 3 - HR RATING 3 CONCRETE: 3 - HR RATING CONCRETE : 3 - HR RATING A551 SCALE: N.T.S. CAJ-2110 SCALE: N.T.S. CAJ-5M SCALE: N.T.S. WWO-1101 SCALE: N.T.S. CAJ-6006 System No, C-AJ-B041 System No, W-L-3161 System No. W-L-3111 System No. C-AJ-3139b © 2004 a2l�o ARCHITECTURE, �� � F RATING = 3--M F RATINGS — i AND 2 HR (SEE ITEMS i AND 4) F Ratings — 1 and 2 Hr F RATING = 3—HR. T RATING = 0 and 1 HR, T RATING - 0 HR T Rating - 0 Hr T RATING = 0, 1/2 3/4 HR. (See Item 3) L Rating At Ambient - 10 CFM/sq ft L Rating At 400 F - Less Than 6 CFN/sq ft tiQt� 0� C / � A 2 2 JCGTe -; A 4B r A 5 4A A 1 3 ( 5 5 T, 2 I 1 3 A w 3 %1 2 2 U ----- 4 _ 3 4 A H Q A A A SECTION A—A W ---_= 2 I 1Z SECTI�V � 3 1. 1d Anffn y – The 1 or 2 Hr fire rated gypsum wollboard/stud wall A SECTEN A-A assembly shall be constructed of the materials and in the manner described *� in the individual U400 Series Wall or Partition Design in the UL Fire [� Resistance Directory and shall include the following construction features: 1. Floor or Wal Ass nNy Min 2-1/2 in. thick reinforced lightweight or 1. Floor or ► – Min 4-1/2 in. thick reinforced lightweight or A. Studs 'C–T` shaped studs 1–� in. wide by 2 Y in. SECTION A-14 normal weight (100-150 pcf) concrete floor or min 3 in. thick reinforced normal weight (100-150 pcf) concrete floor or min 5 in. thick reinforced deep, fabricated from 25 MSG galv steel, spaced max 24 lightweight or normal weight concrete wall. Wall may also be constructed 0 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. ` (� be constructed of any UL Classified Concrete Blocks*. Max area of B. Wallboard Gypsum* – One layer of nom 1 in. thick, 24 See Concrete Blocks (CAZT) category in the Fire Resistance Directory A opening is 192 sq in. with max dimension of 24 in. in. wide gypsum liner and % in, thick, 4 ft. wide gypsum for names of manufacturers. :~ See Concrete Blocks (CA7T) category in the Fire Resistance Directory wallboard with square or tapered edges. The Ye in- thick 2. Sted Sbm (Optional) -- Nam 6 in. diam (or smaller) Schedule 10 for names of manufacturers- gypsum wallboard type, number of layers, fastener type and 1, VM Assam* The fire – rated gypsum wallboard/stud wall assembly shall be (or heavier) steel pipe cost or grouted into floor or wall assembly, flush 2. Through Poncho – A max of 4 pipes, conduits or tubing to be sheet orientation shall be as specified in the individual Wall constructed of the materials and in the mannerspecified if the individual U300 with floor or wall surfaces. installed within the opening. The space between pipes. conduits or and Partition Design. Max diam of opening is 4 in. P tubing hall be 1-1 2 in. The space between pipes, conduits or tubing � P � or U400 Series Wall and Partition Designs in the Fire Resistance Directory and 3. Codes Aggregate cross–sectional area of cables in opening to be min 25 � C/1 9 I P P Pe g The hourly F Rating of the firestop system is equal to the hourly fire rating of shall include the following construction features: percent to max 45 percent of the aggregate cross–sectional area of the 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. 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. O conduit or tubing to be rigidly supported on both sides of floor or wall 2. Skm – 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 assembly. The following types and sizes of metallic pipes, conduits or 0.016 in. thick (28 gauge) golv sheet steel and having a min 1 in. lap along OC. Steel studs to be min 2-1/2 in. wide, fabricated from min 25 MSG optic cable may be used: ^// a tubing m�ay be used: the longitudinal seom. Length of steel sleeve to be equal to thickness of vanized steelspaced max 24 in. OC. A. Max 500 kcmil single copper connector power cable with thermoplastic F*�I A. pipe -- Nom 3 in. diam (or smaller) Schedule 10 (or heavier) wall. Sleeve installed b coiling the sheet steel to a diam smaller than the . insulation and n chloride PVC jacket. When single copper steel pipe Y 9 B. Gypsum Board 5/B in. 4 ft wide with square or tapered edges. The polyvinyl (PVC) j 9 Q through opening, inserting the coil through the opening and releasing the coil sum wallboard t number of layers and sheet orientation shall be as conductor power cable is used, T Rating is 0 hr. B. Copper Tubing -- Nom 3 in. diam {or smaller} Type L (or heavier) 9YP YPer Y 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 copper tubing P �9 Sleeve may also be formed of No. 8 steel wire mesh having a min 1 in. lop Resistance Directory. Max diam of opening is 4 in. copper conductors and cross–linked polyethylene (XPLE) insulation. When C. Copper P0 – Nom 3 in. diam (or smaller) Regular (or heavier) copper along the longitudinal seam. single aluminum conductor power cable is used T Rating i pipe. 2. Yeta�e 5bere – Qpborlal The nominal 4 in. diam steel electrical metallic 9 P g s 0 hr. 3. Conks – Aggregate cross–sectional area of cable in opening to be max When single copper conductor wen cable is used T Rating is 1 2 hr. D. Car" – Norn 3 in. diam (or smaller) electrical metallic tubing or 33 percent of the cross–sectional area of the opening. The annular space tubing (EMT) or Schedule 5 steel pipe friction fit into wall assembly and installed 9 PP Po 9 I steel conduit. flush with wall surfaces. C. Max 300 pair No. 24 AWG copper conductor telecommunication cables with _- between the cable bundle and the periphery of the opening to be min Y in. 3. Cables Aggregate cross -- sectional area of cables in cable tray to be max 25 polyvinyl chloride (PVC) insulation and jacket material. When telecommunication l 3. Pipe ComerW – (Optional) – Max 1 in. thick hollow cylindrical heavy to max - in. Cables to be rigidly supported on both sides of the wall percent of the cross – sectional area of the opening. The annular space cable is used, T Rating is 0 hr. o 0$v>LCr» 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– between the cable bundle and the periphery of the opening to be min 1/8 in. D. Max three copper connector No. 6 AWG cable with polyvinyl chloride (PVC) service jacket. Longitudinal joints sealed with metal fasteners or factory– ductor cables may be used: to max 314 in. Cables to be rigidly supported on both sides of the wall assembly. insulation and jacket materiol. When multi–connector power cable is used, VAM RESORTS applied self–sealing lap tape. Transverse joints secured with metal A. Max 7/c No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket. Any combination of the following types and sizes of cables may be used: T Rating is 0 hr. fasteners or with butt strip tape supplied with the product. A nom B. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jacket. 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 E Max 7/C copper conductor No. 12 AWG multiconductor power and control Rating 1 hr when 1 in. thick � covering is used. The T Rating is D. Multiple fiber optical communication cable jacketed with PVC and having nd PVC jacket. cables with PVC or cross–linked polyethylene (XLPE} insulation and PVC COMPANY g P g 9 p p 1 g 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 0 hr. when pipe covering is less than 1 in. or is omitted. a max OD of % in. p ( ) f / AVON,COLORADO See Pipe and Equipment Covering – Moleriols (BRGU) category in E. Max 3/c No. 12 AWG copper conductor steel clad cable. C. Type RGU/59 coaxial cable with polyethylene (PE) insulation and polyvinyl 3/4 hr. AMrrrBUCIPMEM the Building aterials Directory for names of manufacturers. pipe (PVC) jacket. F. Multiple fiber optical communication cables jacketed with PVC and having a max g ry � P P 4. Fireetvp – The firesiop system shall consist of the following: outside diam of 1 2 in. When fiber optic cable is used T Rating is 3 4 hr. covering material meeting the above specifications and bearing the D. The 2/C No. 10 AWG cable with ground with polyvinyl (PVC) insulation and I P 9 I IVA A. Packing Material--Min 2 Y in. or 2–� in. thickness of min 4 pcf mineral G. Max 3 C co er conductor No. 12 AWG wish Bare aluminum UL Classification Marking with a Flame Spread Index of 25 or less and wool butt insulation firmly packed into opening on one side of the wall as jacket• I PP ground, polyvinyl a Smoke Developed Index of 50 or less may be used. permanent form for I and 2 Hr walls, respectively. Packing material to be E. 3/C No. 12 AWG cable with polyvinyl chloride (PVC) insulation in a nominal chloride (PVC) insulated steel, Metal--clad cable+. When MC cable is used, 4. Podit Material – Min 4 in. thickness of min 4.0 pcf mineral wool batt recessed from the room side of wall as required to accommodate the 1/2 in. flexible metal conduit. T rating is 0. insulation firmly pocked into opening as a permanent form. Packing AFC CABLE SYSTEMS INC material to be recessed from to surface of floor or from troth surfaces required thickness of fill material. 4. Fgl, Vdd or Cavity Yaberiale Putty – Min 5/8 in. thickness of fill material applied 4. Podimg Ma�xipi Min 2 in. thickness of min 4.0 pcf mineral wool bats insulation °e�'Ca1vn�D P B. Fill, Void or Cavity Material--Sealant* – Min 1 in. thickness of fill material within annulus flush with both surfaces of wall. Fill material to be forced into of wall as required to accommodate the required thickness of fill firmly packed into opening as a permanent form. Packing material to be recessed applied within sleeve, flush with surface of wall. interstices of cable bundle to the max extent possible on both surfaces of wall. I�dtASl�e material, Hilti Construction Chemicals, dm. of HILTI. INC. 1/2 in. from top surface of floor or from both surfaces of wall as required to a 5. Fgl, Void or Materiah – Sealant – Min 1/2 in. thickness of fill Additional fill material to be installed such that a min 1/4 in. crown is formed accommodate the fill material. DBSIGNARCHMECr / FS–ONE Sealant around the cable bundle and lapped over the steel sleeve. material applied within the annulus, flush with top surface of floor or HILTI CONSTRUCTION CHEMICALS, DIV OF 5. Fill, Void or Cavk Material# -- Sealant Min 1/2 in. thickness of fill material HARTJHO J With both surfaces of wall. *Bearing the UL Classification Marking HiLTI INC – CP618 Firestop Putty Stick applied within the annulus, flush with top surface of floor or with both surfaces of wall. WWVOM HILTI CONSTRUCTION CHEMICALS, DN OF *Bearing the UL Classi HILTI CONSTRUCTION CHEMICALS, DN OF HILTi, INC. -- FS–ONE Sealant fication Marking HILTI INC --- FS–One Sealant. *Bearing the UL Classification Marking *Bearing the UL Classffication Mark IMONROMac NEW DX AVON.COLORADD cALELHCT CALE2JGDQtM M-Bffi`1GW81BItS,INC AVON,COLORADD CrVQ,B1VGIIa� AunNBHNGDMMMW3�,ING VAIY.,COLOIRAW PROJECT NtdMBER: 2090000 ISSUE REVISION DATE 04 CONST DOC FOR PERMIT 07.23.04 05/06 CONST DOC 08.13.04 07 BLDG.2/CONST. 09.02.04 08 BI.DG.3/CONST. 09.24.04 09 BLDG.4/CONST. 1011.04 10 BIDG.5/00NST. 10.2504 I 5B FINAL CONST 01.03.05 6A/7A/8A/9A/10A/11 FINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 l FIRESTOPPING t DETAILS I TUNNEL & RESIDENCES MULTIPLE METAL PIPES CABLE BUNDLE IN GYPSUM CABLE BUNDLE IN CABLE BUNDLE IN IN CONCRETE : 3 - HR RATING SHAFT WALL: 2 -HR RATING GYPSUM WALL: 2 -HR RATING CONCRETE : 3 - HR RATING A552 4 SCALE: N.T.S. CAA—W41 3 SCALE: N.T.S. WL-3161 2 SCALE: N.T.S. WL-3111 SCALE: N.T.S. CAJ-3M5 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 Ram - 3 Hr F Rating - 1 and 2 Hr (See Items 1, 3 and 4) F Rating - 1 and 2 Hr (See Items L 3 and 4) � Nominal Joint Width - 3-1/2' Nominal Joint Width - 3-1/2' T Rating - 0, 112, 1, 1-1/2 and 2 Hr (See Item 2) T Rating - 0, 112, 1, 1-1/2 and 2 Hr (See Item 2) �, OF co,Oepq Class II Movement Capabilities 14% Compression or Extension Class II Novement CapabRitles 14% Compression or Extension F—D F D E. RANDAL Z Though One metallic pipe, conduit or tube to be installed either concentrically or eccentrically within the F J01•i111S(:I 1 B •4.. ; firestop system. The min annular space between the pipe, conduit or tube and the periphery of the opening shall be E ;; �,; min. 0 in. (point contact). The annular space between adjacent penetrants shall be min 3-1/2 in. The following types L-0 F <0, �~ 3B - F .:� ' -•; " and sizes of metallic pipes, conduits or cubes may be used: ps a D 2 ° _ ; 1 Steef Pipe Nom 4 in. diam (or smaller) Schedul 10 (or heavier) steel pipe. �J B ' 4 "' '' ' " ° a• 4. • 111 11 ill {`. Iron Pipe Nom 4 in. diam (or smaller) cast or ductile iron pipe. A •a ° l 111 l l l ° a ill Conduit Nom 4 in. diam (or smaller) rigid steel conduit. 4 + a t , - • 111 li it Conduit Nom 4 in. diam (or smaller) steel electrical metallic conduit. ,.. I 1 ti Iii •. Copper Tubing Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. , t 11 l l l l l .a '- Copper Pipe Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. l 3. FK road or Co* M*M* — Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill G material thickess for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. U d. .a ° : . F cant' El �E LA � I Z 0 Z Sleet Pipe Nom 8 in- diam (or smaller) Schedule 40 (or heavier) steel pipe. T� a 3. Pipe Coverng Materiatst Nom 1-1/2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed F� i 1. Wall Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Wall on the outside with an all—service jacket. Longitudinal joints sealed with metal fasteners or factory—applied, >4 may also be constructed of any UL Classified Concrete Blocks*. self—sealing lap tape. Transverse joints secured with metal fasteners of with butt tape supplied with product. The min 3 4 space between adjacent penetrants shall be 2 in. 2 k;� '' 2 •��`.� w i w• .rt.'•ri C See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. See Pipe and Equoment Covering — � (BRGU) Category in the Building Materials Directory for names of ° • _ ' C manufacturers. Any pipe covering meeting the above specifications and bearing the UL Classification Marking with a 1. Floor Assemb� Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Z Floor Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) structural concrete. Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 4. FIW VW or Cavitjl Math iml* — Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill Z Joint SysWm Max width of joint (at time of installation of joint system) is 3-1/2 in. The joint system is designed 3. Joint m Max separation between edge of floor and face of wall (at time of installation of joint system) is a :'�:�•; ���'.��' d 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 42 3H - 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 U of the following: installed width. The joint system shall consist of the following: �i I Fnft WanSm F1 FMTW IMTMN A FIRESTUP COWIGIOTION B FIRESTOP CO+FIGIDtATHIN C FIRESTOP CNIGURATMN D A . A Forming Material Min 4 pcf mineral wool butt insulation installed in joint opening as a permanent form. Pieces A. Forming Material Min 4 pcf mineral wool butt insulation installed in joint opening as a permanent form. Pieces 2. Flexible Conduit Nom 1 in. diam (or smaller) Flexible steel conduit. The min space between adjacent penetrants shall of batt cut to min width of 4-1/4 in. and installed edge—first into joint opening, parallel with joint direction, of bott cut to min width of 4-1/4 in. and installed edge—first into joint opening, porollel with joint direction, be 3-1/2 in. 2 4 Ir■1 > such that butt sections are compressed thin 42 percent in thickness and that the compressed bat# sections are such that butt sections are compressed min 42 percent in thickness and that the compressed butt sections are 3• — Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill °� "�.;. .P R P R p PY PP � 3 recessed from top surface of the floor as required to accommodate the required thickness of fill material. recessed from top surface of the floor as required to accommodate the required thickness of fill material. material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. «.�. V z Adjoining lengths of bait 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. F GZ Seed Duet Nam 6 'in. diam (or smaller) No. 28 gauge (or heavier) golve steel duct. The min space between adjacent FIBREX INSULATIONS INC -- FBX Safing Insulation FIBREX INSULATIONS INC -- FOX Safing Insulation penetrants shall be 1-1/2 in. . R.�.B. Fill, Void or Cavity Material* -- Sealant Min 1/4 in. thickness of fill material applied within the joint, flush B. Fill, Void or Cavity Material* -- Sealant Min 1/4 in. thickness of fill material applied within the joint, flush �• F�. Vb� or Cavl�y Materi - Foam Fill material applied within annulus flush with both surfaces of the wall Min fit JZ with top surface of floor. with top surface at floor. material thickness for 1 hr F Rating is 4-3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. 3 1 HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI CONSTRUCTION CHEMICALS, DIV OF *Bearing the UL Classification Mark FIRESTIF CMG[0TII3I E FIRESTOP CUIGUtA IM F FIRESTUP C WMWATMN G HILTI INC -- CP601s Elastameric firestop Sealant HILTI INC -- CP601s Elastomeric Firestop Sealant — � 1. Wag As u ft 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: T RATING = 0—HR. A. Studs Steel studs 3-1/2 in. deep, fabricated from 25 MSG galv steel, spaced max 24 in. OC. B. Gypsum Board* The gypsum board type, number of layers, fastener type and sheet orientation shall be as VAIL RESORTS specified in the individual Wall and Partition Design. Max area of opening is 450 sq in with max dimension of , 30 in. DEVELOPMENT I The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall asembly in which it is installed. COMPANY =. 2. Though Penlebrants 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 ARQUTE.-rOFx8COFM 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 sytern is dependent on the firestop configurations, as shown in the I J*PA lei table below. Any combination of the following firestop configurations detailed herein may be used: 5 3 Fre6p Conlfipdon 1 Hr F Rating 2 Hr F Rdng �c I T Rating W T Rating W nom,caomrlo A 0 1/2 B 1 1-1/2 I C 1/2 1 DESIGN AR©srrecr D 0 0 1 E 1 2 HART I HOWERTON F 0 0 NEW YORK.NEW YORK G 0 0 SECTION A—A SrRIFMMAL ENG NIM 2 3 A F AVON,COIARADO A MONRM&NrsWM1 ENCZM=S.WC 2. Cables Max 4 in. diam tightly bundled cable. The min space between adjacent penetrants shall be 4 in. Cable bundle may be any combinatio of the following types and sizes of cables: ' INC G. Max 25 pair No. 24 AWG copper telephone cable with polyvinyl chloride (PVC) insulation and jacket materials. AVOKQOLORADO H. Max 7/C No. 12 AWG cable with PVC insulation and jacket materials. cvA,E1413INIM 1. Multiple fiber optical communication cables with PVC jacket material and having a max outside diameter of 318 "'�� in. 1. Fbor or WoN 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 coblew with ground with PVC insulation and jacket materials. PROJECrNUMBER: 20100.00 L. Max RG 59 coaxial cables with PVC insulation and ,jacket materials. any UL Classified Concrete Blocks *. Max area of opening is 1024 sq in. 3. FI. Void or CaOly m Fill— Foam 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 Rating is 6 in. � REVISION DATE See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 04 CONST DOC Z table Troy The following types of cable trays may be used: F Coat' B A Max 24 in. wide by max 4 in. deep open ladder cable tray with Z Copper Tuber or Pipe Nom 1 in. diam (or smaller) Type L copper tube or nom 1 in diam (or smaller) Regulory (or FOR PERMIT 07.23.04 channel—shaped side rails formed of min 0.050 in. thick steel with heavier) copper pipe. Min space between adjacent penetrants shall be 3 in" 05/06 CONST DOC 08.13.04 A—shaped rungs spaced 9 in. OC. 3. Tube b oulaft — Plastics+ Nom 3/4 in. thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam B. Max 24 in. wide by max 4-3/16 in. deep open ladder cable tray furnished in the farm 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 Plastics+ (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. 09.24.04 A max of three cable trays to be installed in the opening. Of the three Classificationof 94-5VA may be used. 09 BI,DG.4/CONST. 10.11.04 cable tray only one may be aluminum. The annular space between the 4 Frestop Sydern The firestop system shall consist of the following: l cable trays shall be a min 5-1/4 in. The annular space between the A. Fill, Void or Cavity Material* — Wrap Strip Two min 1 in. wide wrap strips applied in a single wrap, flush with 10 BLDG.5/CONST. 10.25.04 cable tray and the periphery of the opening shall be rein 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 i 3. Cobh* — Aggregate cross—sectional area of cables in cable tray shall B. Fill, Void or Cavity Material* — Foam Fill material applied within annulus flush with both surfaces of the wall. I be max 30 percent of the cross—sectional area of steel cable tray and Min fill material thickness for 1 hr F Rating is 4--3/4 in. Min fill material thickness for 2 hr F RoUng is 6 in. 6A/7A/8A/9A/10A/11 max 20 percent of the cross—sectional area of aluminum cable tray, based on a max 3 in. cable loading depth within the cable tray. Any FINAL CONST 01.03.05 combination of the following types and sizes of copper conductor cables Conk' urotpn C may in used: Z Paly�lW Odukis (M) Pipe Nom 2 in. diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in 16 ADDENDUM 5 05.16.05 A. Max 350 kcmil single—conductor power cables with polyvinyl chloride closed (process or supply) or vented (drain, waste or vent) piping system. The min space between non—metallic , (PVC) insulation and jacket. penetrants shall be 1 in. The miri space between metallic penetrants shall be 3-1/2 in. B. 7/C No. 12 AWG copper conductor cable with PVC insulation and 3. Frestop Syatem The firestop shale consist of the following: jacket. A. Fill, Void or Cavity Material Wrap Strip Two min 2 in. wide wrap strips applied in a single wrap, flush with C. Max 100 pair No. 24 AWG cable with PVC insulation and jacket. both surfaces of wall. 4. Famts (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 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. 1 contour of the penetrating item and positioned as required to accommodate the required thickness of fill materials. Forms may be removed after fill material has cured. 5. F7, Void or COAly Materials — MwW — Min 2-1/2 in. thickness of fill material applied within the annulus. Fill material is mixed at a rate of 2.5 FI R ESTO P P I N G parts dry mix to one part water by weight in accordance with the installation D ETAI LS instructions supplied with fill material. HILTI CONSTRUCTION CHEMICALS, DIV OF TUNNEL & RESIDENCES HILTI INC — Type FS635 or CP636 *Bearing the UL Classification Marking CONCRETE FLOOR TO CONCRETE FLOOR TO CABLE TRAYS IN MULTIPLE PENETRATIONS IN FLOOR JOINT : 3 - HR RATING WALL JOINT : 3 - HR RATING CONCRETE : 3 - HR RATING GYPSUM : 1 OR 2 - HR RATING- A553 4 SCALE: N.T.S. FM-1011 SCALE: N.T.S. FWD-1011 SCALE: N.T.S. —4017 � SCALE: N.T.S. rvt_—e0119 A /$" TO 1/4" GAP NOTE" DELETE CAVITY �©r-. 20Q4-4214D ARCHITECTURE, INC. FILLED WITH FIRE SIDE LAYER OF GWB VARIES 1/8" TO 1/4" GAP FILLED SEALANT.SHALL BE OCCURS. WALL 1' ASSEMBLY � cQ1O -2" WITH SEALANT. ASSEMBLY SHALL BE AIR IMPENETRABLE, Tr AIR IMPENETRABLE. 3" (1) LAYER J" TYPE h TYP. '� STRUCTURE � d "X" GWB Q � 1 Q E. RA�!�3AL METAL CEILING RUN ER 1 x or 2x WOOD .10LLi t=-•�i BOTTOM OF SLAB HEAD -=ra VAPOR RETARDER ON SIDING (RE. EXT. $ FIBER BATT, TYP. INSIDE FACE OF WOOD __J a I WOOD TOP PLATES STUDS (TIP.) ELEV'S) 3 LAYERS k TYPE 'X' =ry ( ) SHAFT SIDE STONE VENEER GWB WITH STAGGERED INSIDE OUTSIDE FULLY GROUTED JOINTS FURRED STUD WALL ° 1" LINER BOARD WEATHER-RESISTANT (RE: PLANS FOR � WITH FLASHING HEAD � f2) LAYERS I" TYPE 'X' AND WEEP wB WITH STAGGERED SILL 2X6 WOOD STUDS ® 16" BARRIER I WALL TYPE) � � D � '- HOLES JOINTS (2) LAYERS TYPE "X" " GWB O.C.. WITH 5 " FIBER BATE " PLYWOOD METAL J-RUNNER SHEATHING ON d - OUTSIDE PROVIDE ADDITIONAL LAYER " © 2X6 WOOD STUDS INSIDE OF GWB WHERE MASTER 6' VARIES WEATHER- BEDRM. OCCURS < 1/8" TO 1/4" GAP RESISTANT FILLED WITH FIRE `I x RATED SEALANT. I �` H VA d BARRIER ASSEMBLY SHALL BE FIRE ASSEMBLY i F-1 0 GRID AIR IMPENETRABLE. 1" LINER BOARD PER UNDERWRITERS LABORATORIES INC J .: PLAN BXUV.U356, Design No. U356 Q " 24" C—H STUD ® 24" O.C. H " I3 t (2) LAYERS TYPE "X" 9" GWB L1 EXTIEMOR-L DEMISING WALL EXTEMION C!� .IZ i" AIRSPACE, MIN. PER UNDERWRITERS LABORATORIES INC.: PROVIDE ADDITIONAL. LAYERS i tv 2x6 WOOD STUDS BXUV.U356, Design No. U415 OF GWB AS REQ'D. PER DTL 0 16" O.C. 2/A535 SIM. 8 r•■� r� a o SILL 5I" BATT INSULATION P 2 E HR SHAFT WALL ,s L 1HR2 EXTERIOR WALL Cpl FWD. SIDING x V FILL 3" CAVITY WITH MINERAL WOOL, APPROVED W a AS FIREBLOCKING > WOOD SILL PLATE d �" f— w 1 --IiR �TE R 10 R WALL CONC. FDN. TOP of SLAB T . DELETE CAVITY 4 SIB pE LAYER OF GWB I u 1/8- TO 1/4- GAP FILLED WHERE FURRED WALL 1 (1) LAYER �" TYPE z WITH SEALANT. ASSEMBLY OCCURS. " "X" GWB STUCCO SYSTEM ! W SHALL BE AIR IMPENETRABLE � � O � VAPOR RETARDER ON WEATHER-RESISTANT f a TYP. © INSIDE FACE OF WOOD STUDS (TYP.) BARRIER PROVIDE ADDITIONAL LAYER -`� 1a OF GWB WHERE MASTER STRUCTURE BEDRM. OCCURS HEAD INSIDE WOOD TOP PLATE(S) OUTSIDE PROVIDE VAPOR ® WOOD STUDS 0 16" O.C. PLYWOOD — ---- J BARRIER WHERE WITH 54" FIBER BATT SHEATHING ON STEAM SHWR. OCCURS ® 2X6 WOOD STUDS � oovNea/u�v'eror�a BATHROOM SIDE 1"t (,3) LAYERS " TYPE 'X' VAIL RESORTS (i B WITH STAGGERED 5/8" GREEN BOARD DEVELOPMENT JOINTS SILL FIRE ASSEMBLY COMPANY GRID UU FILL CAVITY WITH MINERAL 5/8" GWB PER UNDERWRITERS LABORATORIES INC.: AVON,COLORADO WOOL, APPROVED AS FIREBLOCKING BXUV.U356, Design No. U356 © AacE�cro"t c� W00© SILL PLATT= PLAN 2x6 WOOD STUDS K4 E IOR WALL (] D ISIN 2xs WOOD s7uQS KA ® 16" O.C, TIP. - „- � _. ..._ _ PROVIDE ADDITIONAL LAYERS — — - GREEN BOARD OF GWB AS REQ'D. PER DTL. �lei &{{2} LAYERS " TYPE 'X' 2/A535 SIM. N,,,w,cameo 24 LAYERS STAGGERED FIBER BATT K3 E ER OR W E TRY 2X4 WOOD STUDS JOINTS DESICrN AACdUCL PER GYPSUM ASSOCIAT�N FIRE 1 PLAN DELETE FIBER BAIT & GW8 & MASMPIANMM R I (16TH PROVIDE ADDITIONAL. LAYER PROVIDE STUCCO SYSTEM BOTH ED.) GA FILE NO. 3820 OF GWB WHERE MASTER WOOD STUDS 0 16" O.C. SIDES HART NORTON NOTE BEDRM. OCCURS GWB K2 ER,,IOR WAU 0 PIERS 2X4 WOOD STUDS 1A9W tdMNBW' ANY LATERAL_ BRACING CONNECTION DELETE FIBER BATT & GWB SHALL EMPLOY A CAVITY SIDE Uo� .gym NOT USE RUBBER-IN-SHEAR ISOLATED SWAY BATHROOM WALL 2X6 WOOD STUDS © EXTERIOR WALL 0 SKI UST. 2x4 WOOD STUDS �T AVON.COUNA o BRACE, TYP DEMISING WALLS. lr DELETE FIBER BATT RNG��.WC T 1 scALE: 1/2 = -o src 44 K 1 ►NZAC L� GROM NOT USED 2--HR DEMISING WALL BATHRORyl%l �2X4 WOOD STUDS d 1 —HR EXT. WALL C STU�C 0� 2TU WOOD GV1L SNGAdEBA LE: t 1 2 = 44 K s�►LI=: t t 2 t -� V ARIES ECT NUMBE 2X6 WALL I JR: 20)00.00 " NOTE: FLOOR PLANS PRO , 1 "MIN. 4j" ® 2X4 WALL GRAPHICALLY INDICATE ! THICKNESS OF TYP. FRAME ISSUE REVISION DATE WALLS 2X4 OR 2X6) HEAD f VSTRUCTURE 1•_1 •, 06 CONST DOC I STRUCTURE WOOD TOP PLATE(S) �HEAD WOOD TOP PLATES _FOR PERMIT =08.1.3.04 PRIMARY WALL (1) LAYER " TYPE (R£: PLANS FOR Q WOOD STUDS "X" GWB a STONE VENEER BLDG•2/CONST. 09.02,04 © WALL TYPE) 16" O.C., TYP. VAPOR RETARDER ON FULLY GROUTED BLDG.3/CONST. 09.24.04 ° WITH FLASHING Q �g �g 8 Q 5/8" GWB INSIDE FACT" OF WOOD ®Br.DG 4/CONSr. s0.11.oa /� ® STUDS (TIP.) � AND WEEP HOLES FIBER BAIT 10 BLDG.5/CONST. 10.25.04 FIBER BATT, TYP. OUTSIDE /� I PROVIDE VAPOR INSIDE ° /�6A/TA/8A/9A/l0A/ii SILL I RETARDER 0 WARM SIDE OF EXT. WALLS, TYP. SILL WEATHER—RESISTANT FINALCONST 01.03.05 SILL PLATE WOOD STUDS ® 16" O.C. BARRIER 16 ADDENDUM 5 05.16.05 WOOD SILL PLATE ® WITH 54" FIBER BATT PLYWOOD SHEATHING ON 5/8" GWB 2X6 WOOD STUDS i WOOD STUDS 0 16" PLAN O.C., TYP, WOOD STUDS ® 16" O.C. �� i PLAN Q FIRE ASSEMBLY PRIMARY WALL (RE: PLANS FOR 5/8" GWB ON EACH SIDE OF STUD PER UNDERWRITERS LABORATORIES INC.: WALL TYPE) a WALL WOOD STUDS BXUV.U356, Design No. U356 M4 N�ERIOR � _ - A M3 NOT USED DELETE GWB 0 A1TIC SIDE OF J2 XTERIOR WALL 0 DEMISING 2X6 WOOD STUDS WAIL TYPES PROVIDE ADDITIONAL LAYERS FU RED WALL 2X6 WOOD STUDS NOT USED OF GWB AS REQ'D. PER DTL. RESIDENCES DELETE GWB & FIBER M2 / 2 .0535 SIM. BATT 0 ATTIC WALLS J1 E ERIOR WALL @ PIERS _ _ 2x4 WOOD STUDS 9 91 F SCALL URRED R R _ 4 2x4 WOOD STUDS A M 1 INTERIOR WALL 2x6 WOOD STUDS - - SCAL.E. 1 1 2 0 DELETE FIBER TT & GWB CAVITY SIDE g 2X6 WOOD S NOT USED Q FURRED WALL 2X6 WOOD STUDS M ��IR��lALL 2X4 WOOD STUDS J lA�� HR EXTERIOR WALL C� STN. os A611 SCALE: 1 1 2 = 1 —0 DOOR SCHEDULE DOOR SCHEDULE CONT'D. ® 2004 42140 ARCHITECTURE,, INC. DOOR ROOM NAME SIZE DOOR FRAME LABEL HARDWARE REMARKS DOOR ROOM NAME SIZE DOOR FRAME LABEL HARDWARE REDS . WIDTH HEIGHT THK. TYPE MAT L MAT'L. HEAD JAMB THRESHOLD (MIN.) SET WIDTH HEIGHT THK. TYPE MAIL MATT. HEAD JAMB THRESHOLD (MIN.} SET E. RANDAL UNIT TYPE A ® ® UNIT TYPE B A A JOHNSON r. �' T07B LOWER ENTRY - - - - HM 1 PT HMI PT - - - 180 - Refer to Tunnel Construction Package T08B GARAGE ENTRY - - - - HM I PT HMI PT - - - 180 - Refer 10 Tunnel Construction Package ,;t,`�` T07C GARAGE 16 - - - - HM I PT HMI PT - - - 90 - Refer to Tunnel Construdion Package T07C DUMBWAITER - - - - HM I PT HMI PT - - - 90 - Refer to Tunnel Construction Package --_ T07D MECHANICAL - - - - HM I PT HMI PT - - - 180 - Refer to Tunnel Construction Package 1-07D MECHANICAL ® - _ - - - HM 1 PT HMI PT - - - 180 - Refer to Tunnel Construction Package A001A CLOSET Pr. 1'-fi" T4" 1314' A WD 1 ST WD 1ST lGfA712 9/A712 _ - T 03 BODIA LOWER ENTRY 2'-0" T4" 1314" A WD I ST WD I ST 10712 9/A712 - 06 w AO01B STORAGE Y-W T-0" 13W A WD I ST WD I ST 101AT12 9/A712 - 06 BOO11B LOWER ENTRY 748" T-0" 1314" A WD 1ST WD 1ST 1(fA712 91A712 - 06 V A002A BATH 1 _ 2'-" T-0" 1314' A WD I ST WD 1ST IOIA712 9IA712 - 02 0003A STORAGE 7-0" 3'-4" 1314" A WD I ST WD 1 ST 10/A712 91A712 - 06 Low Door to Under-Stair Storage Z - - -- -- ---- a AMM BEDROOM 1 2'-8" 7'0 1314" A WD I ST WD/ST 10fA712 9IA712 - OZ BOD 4A FAMILY ROOM 4'-9 314'x 9 2"Oft) B GIST WD 1ST 6IA712 71A712 3/A535 - 05 Slider P-4 A003B BEDROOM 1 - Pr.2'-0" T-0" 13/40 A WD 1ST WD 1ST 10/A712 9IA712 - 08 Bwass B006A BEDROOM 2 - 2'$" T-0" 1314" A WD I ST WD I ST 101A712 91A712 _ 02 - ---.__--- -� In < BATH 2 2'4' T-0' 1314" A WD/ST ; WD i ST 10/A712 91A712 - 02 B0068 BEDROOM 2 Pr. V-110" T4" 1314' A WD 1ST WD 1 ST 10fA712 91A7 12 _ _ _ - 08 Bwass 0 A0048 BATH 2 2'-4" T-0" 1314" A WD 1ST WD I ST 10VA712 9IA712 - 02 B007A BATH 2 7-4" 7"-0" 13/4" A WD I ST WD I ST 10712 OIA712 - 02 -� _ w F AODSA BEDROOM 2 74" T-0" 13/4" A WD I ST WD 1ST 1QfA712 9IA712 - 02 BOOM_ BEDROOM 1 7,8" T-0` 1314" A WD 1ST WD 1 ST 1 O/A712 91A712 02 - -"_ ■,t O AOD58 BEDROOM 2 Pr. l-W T'-0" 1314" A WD 1ST WD I ST 101A712 9/A712 - 08 — Bwass BEDROOM 1 Pr.2'$" T-W 1314" A WD 1 ST WD 1ST 10VA712 91A712 - 08 Bi Pass A007 FAMILY ROOM 4'-9 314"x 9'2"(unit) B G/ST WD I ST 61A712 7IA712 3/A535 - 05 Slider BATH 1 2'4" T-0" 1314" A WD I ST WD I ST I O/A712 91A712 -- 02 A00 STORAGE 2'-6" T-C 1314" A WD 1ST WD I ST 1 OfA712 91A712 - 06 Low Door to Under-S�Storage ® BATH 1 2'-4' T-0" 1314" A WD 15T WD 1ST 1OIA712 91A712 - 02 _ _ _ _._. w > m SKI CLOSET 2'-6" 7'-0" 1314" A WD 1ST WD I ST 10fA712 91A712 - 07 Provide weather stung B10 SKI CLOSET 2'�' T-0" 1314" A WD I ST WD 1 ST 10/A712 91A712 - 07 Z A1103A ENTRY$SIDE LITES 6-2112" 8'-0" 2114" C WD 1ST WD 1ST 3IA712 21A712 8IA531 - 01 Armed fop 3'-0"wide door. B103A ENTRY YAr V-O" 2114" C1 WD I ST WD 1ST 3/A712 2IA712 81A531 - 01 Arched tap door. � ^ �— W A103B CLOSET Pr. i'-6" 7-4" 1314" A WD I ST WD/ST 1 O/A792 9/A712 - 03 B103B ENTRY Pr. 1'-0" 710 13W A WD 1ST WD/ST I O/A712 9IA712 03 Al DUMBWAITER - - HMI PT HM 1 PT - 8IA712 - 90 04 Refer to Tunnel Construction Package B1 UTILITY 2'4" T-W 1314" A WD I ST WD 1ST 10/A712 91A712 - - - 06 --- Aiwiq DUMBWAITER 2 VERIFY 7-8" 1314' E WD 1ST WD/ST BIA712 Door to Conceal Rated Mefal Door B1 04B - - - - HM IPT HM 1 PT - - - 90 04 Refer to Tunnel Construction Package A104A POWDER 2'-4" T4" 1314" A WD 1 ST WD I ST 101A712 9IA712 - 02 A10 DUMBWAITER VERIFY 7,8" 1 1314" E WD I ST WD 1ST 81A712 Door to Conceal Ratted Meta!Door A107A DINING ROOM 5-10"x 8'-2"(unit) B GIST WD 1ST 6lA712 71A712 5IA532 - 05 Slide. BIOSA POWDER 2'-4 13/40 A WD 1ST WD 1ST 10/A712 9/A712 - 02 A11 MASTER BEDROOM 2'$" T4" 1314" A WD 1 ST WD 1 ST 101A712 91A712 - 05 13108A DINING ROOM V-10"x 8!-?(unit) B GIST WD 1ST 61A712 71A712 51A532 - 05 Sliding patio doors. OWNRUDEVEMM All 11 MASTER BATH 2'-" T4" 1314" A WD I ST WD I ST 101A712 91A712 - 02 _ _ - _ _ _._.�_ VAIL RESORTS A111B MASTER W.C. 2'40" T-0" 1314" A WD I ST WD 1 ST I O/A712 91A712 - -02 B202A BATH 3 _ 2'-4" T-0" 1314" A WD I ST WD 1ST 10IA712 9IA712 - 02 DEVELOPMENT All 12A MASTER CLOSET 2'-4" T-0" 1314" A WD 1ST WD I ST IOIA712 91A712 - 06 B203A BEDROOM 3 7,8" T-0" 1314" A WD 1ST WD I ST 10/A712 9/A712 - 02 COMPANY Al 13A UTILITY 74" T-0" 1314" A WD I ST WD I ST 10IA712 91A712 - 06 B203B BEDROOM 3 CLOS Pr.T-W T-0" 13/4" A WD 1ST WD I ST IOIA712 9/A712 - 08 z B1Pass � �~ � AVON,COLOMDO AACMECr OF EAU B2D4A MASTER BEDROOM 2',8' 7"40" 1314" A WD I ST WD 1 ST 101A712 91A712 - 02 A201 BEDROOM 3 2'-0" T4" 1314" A WD 1ST WD/ST 10VA712 91A712 - 02 B204B MASTER BEDROOM 4',8"x T-2114"(unit) D GIST WD I ST 61IA712 SIM 7IA712 51A532 SIM - 10 French ft PAI � 1 A202A BATH 3 2W T-0" 1314 A WD 1ST WD 1 ST 10/A712 91A712 - 02 B206A MASTER BATH 2'-4 T-0" 13/4" A WD 1 ST WD 1 ST 1OIA712 91A712 - 02 A202B BATH 3 W.C. 2'-0' T-0" 1314" A WD 1ST WD 1 ST 10/A712 9/A712 - 09 Podket door. B205B MASTER W.C. 74" T-O" 1314" A WD I ST WD 1ST IOIA712 91A712 _ 02 cawwb A203A CLOSET 3A 2'-3" T4" 1314" A WD 1ST WD I ST 1OIA712 91A712 - 06 - MASTER CLOSET 2'-4" T-0" 1314" A WD 1 ST WD I ST 10/A712 91A712 - 06 _- _ -- - - MASMPLANNM -- DMMNARCHrrWr A203 CLOSET 38 2'-3" T-0" 1314" A WD I ST WD I ST I O/A712 9/A712 - 02 NOTES: HART I HOWERTON AMA BEDROOM 4 2-8" T4" 1314" A WD 1ST WD 1ST I OfA712 91A712 - 06 1. FINISHES:Refer Spoon Section 08710. NWY0MMffYMK CLOSET 4A 214" 7'-0" 1314" A WD I ST WD 1 ST 101A712 91A712 - 06 2. PaGo Doors have been Scheduled and©ombabd ac=ft to"Eagle•specific"k. 9 xMw ffowfacturer is selected pa bon door sizes may requn a4whnents. STRUCTMALEMNIM - - a�oarnaga .�nac CLOSET 4B 21- T-0" 1314' A WD I ST WD 1ST 101A712 91AT 12 - 06 AVON,COLOX`M 4' A206A BATH 4 2'-4" T4" 1314' A WD 1ST WD 1ST 10VA712 91A712 - 02 l AVON,COLQRM0-6MGDUV9L y1NC BATH 4 W.C. 2'-0" T4" 1314" A WD 1 ST WD I ST 10/A712 9/A712 - 02 DOOR MATERIAL LEGEND vAEr,coLoReno GENERAL NOTES PROJECTNUMBER. oo MATERIAL FINISH REMARKS 1. See Building Elevations for operator indications. HM HOLLOW METAL PT PAINTED RE: ID ISSUE REVISION DATE 2, Provide Tempered Safety Glazing where required by code. Door Type Elevations on this sheet indicate glazing that WD WOOD ST STAINED RE: ID 04 CONSTDOC shall be tempered with the symbol " T " FORPERWr 07,23.04 G ALUM. CLAD woos ST STAINED RE: ID W/FULL LITE GLASS 06 CONST DOC FOR PERMIT` 08.13.04 ® 2x6 WOOD TRIM A BLDG.2/CONST. 09.02.04 V—GROOVE ,� BLDG.3/CONST. 09.24.04 SEE ID . WOOD INSUL, 09 BI.DG.4/CONSI'. 10,11.04 DRAWINGS PEEPHOLE GLASS FOR DOOR MESQUITE WOOD „ SPECIFICATIONS 5 TYP. � 10 BLDG.5/CONST. 10 25.(}4 �--6A/7A/8A/9A/l0A/11 SEE WINDO FINAL CONST 4103.05 -� SCHEDULE PLAN REVIEW CORRECTIONS 04.07.05 I N tB ADDENDUM 5 05.16.05 w U LL. W T o F-- W ` 0 a i � N 1 T 1 VERIFY TYPE C (WITH SIDELIGHTS & T T NOTE: SARY FRAME T T PEEPHOLE DOOR) WEATHERSTRIPPI DOOR do STONE - TYPE C1 (WITH HALFLITE GLAZING) THRESHOLD SCHEDULE RESIDENCES 3'-0" SEE SCHEDULE 3'-0" 3'--0" SEE SCHEDULE @�R�"�S�EC�TI�ON�DUTA�l A7,1.dwg DOOR TYPE A DOOR TYPE B DOOR TYPE C DOOR TYPE C1 DOOR TYPED DOOR TYPE E A71 I l Q 2004 42140 ARCHITECTURE. INC. WEATHER—RESISTANT BARRIER 3/4" STUCCO SYSTEM Q 4F col ' (0 WOOD SIDING. SIM DT '�� L) DRIP SCREED E. RANDAL MTL FLASHING W/ 112" — JOHNS(Y4 HEMMED EDGE AND 6 EXTERIOR WALL EXTENSION UNDER WEATHER- SEE WALL TYPES SHEET RESISTANT BARRIER 3/4" STUCCO SYSTEM �� '' U / 2X8 FIR HEAD 3/4" STUCCO SYSTEM 200 WOOD TRIM ® WEATHER—RESISTANT BARRIER TRIM SET FLUSH Q STUCCO WALLS, W/ FIR EXTENSION WRAP WEATHER—RESISTANT BARRIER 300 WOOD TRIM SEE WALL TYPES SHEET AND ADZED IN _ OVER FRAME 2X8 FIR HEAD _ 0 WOOD SIDING WALLS PLACE TO APPEAR ` A TRIM SET FLUSH t ! �-2x8 WOOD TRIM AS SOLID TIMBER ` 3x10 WOOD [� W/ FIR EXTENSION HEAD TRIM AND ADZED IN / A 1+�■1 PLACE TO APPEAR © u AS SOLID TIMBER ® ,' ! O r r I I ® 1x4 WOOD TRIM 2x DOOR FRAME FIR EXTENSION 2x DOOR FRAME SEALANT & BACKER ROD SLIDING DOOR SYSTEM FIR EXTENSION I ym k a � � �R I NG�D WO P�ME M CL�ET�D oo R�HE AD C ENTRY P2acH A FRONT ENTRY DOOR HEAD r`-' 3' = V-0" V A-D7-37."g z W 4 � a I - a ® WALL BRD 3/4" STUCCO SYSTEM GYP. k WEATHER--RESISTANT BARRIER RADIUSED BEAD SEE WALL TYPES SHEET STONE SILL BELOW 2x WOOD FRAME ® 2x6 WOOD TRIM - - M�pm GWB CLAD WINDOW/DOOR SYSTEM VAIL RESORTS GWB � wooD DEVELOPMENT SEALANT & BACKER ROD � WOOD EXTENSION EXTENSION COMPANY IVA I / AVON,COLORADO ARC> car�co�sD SEE WALL TYPES SHEET 2x DOOR FRAME 3X8 HAND ADZED 3X8 HAND ADZED /Itj FIR HEAD TRIM FIR HEAD TRIM I MASIMPLANM DESiGl�!AEC}II7HCL' 2x6 WOOD TRIM L — — — --- — -- --� — --- — ---- SEALANT & HART HOWERTON 2x WOOD TRIM BACKER ROD >yom mwyom -� SEE WALL TYPES SHEET WEATHER-RESISTANT BARRIER MUCTULALENGMIUM �to�o$�xe�o>QU lexc�mts,tlyc FI-- COIAEADO 2x DOOR FRAME WOOD EXTENSION 3/4" STUCCO SYSTEM AVOd� — ![SCRAAf ICALMLIEC,nWALMNSI ffit M-E EKGV4WM$,DX CORNER BEAD STONE SILL BELOW AVON.0 RICI tADO STONE SILL BELOW Ai aNC BW_ INTERIOR DOOR HEAD TYP. SLIDING DOOR JAMB CLOSET DOOR JAMB C� ENTRY PORCH PROJECT NUMBER: 20900.00 1 D 3' = 1'-0" A—o7-63.duig � 3" = 1'-fl' A-�OT—ez�a..� 4 3" = 1'-0' A-DT-42dwg DOOR JAMB Cam? ENTRY UNIT A A-0T-46.dwg ISSUE REVLSTON DATE 0.6 CONST DOC AFOR PERMIT 08.13.04 GW8 1y4" RADIUSED CORNER BEAD A BLDG.2/comr. 09.02.04 INTO 1 1/4- JAMB 08 BLDG.3/CONST. 0924.04 RADIUSED BEAD 7/8 GWB 09 BLDG.4/CONST. 10.11.04 � 1 WOOD EXTENSION 10 B113G.5/CONST. 10.25.04 1y4" RADIUSED CORNER BEAD 1 1 4 A6A/7A/aA/WlOA/11 INTO 1 1/4" JAMB - a / " JAMB FINAL CONST 01.03.05 7 GWB '' I 1 2x DOOR FRAME- �6 ADDHOMUM 5 05.16.05 � SEE WALL TYPES SHEET 2 1 1/4- JAMB Q f 1x6 WOOD ! I TRIM 2x WOOD 6 ' DOOR FRAME J J "3PC" BASE TRIM CORNER (BELOW) 2x WOOD TRIM -�-_�— 3/4" BASE TRIM DOUBLE DOORS (BELOW) SHOWN IN OPEN 2x6 WOOD TRIM DOOR TYPES 3PC' BASE TRIM CORNER POSITION DETAILS (BELOW) 3/4" STUCCO SYSTEM RESIDENCES 3/4" BASE TRIM (BELOW) DUMB�+I�AITER DOOR JAMB DOOR JAMB l ENTRY �UNIT B q I 00 JAMB TYP . 8 �� = 1'_0" A—OT—Olb.dwg 1 3' � ,._o" A—Or-78.dwg v 3" = !'-Q" A-07-76Adwg 2004 42140 ARCHITECTURE, INC. i 5'-4" 2'-4" 3'-4' 4._8r 4'-0" L 4'-8" 08 2'-2" 5' :1L R e I I I �_ in _ k _j� vs'3\i:�r -A r JL AE w �n I R io _ C> to in ;n ....... U-1 U0 -1 E IIL__JIIL Ej 1 -1 lcn 00 00 00 n co R R R r b� i"> orn 01 01 I - U N N [V N N OH qV r r rr Nh Ir r Ir r r r r T.O. PLYWOOD SUBFLOOR — 1.4 ; TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F TYPE G TYPE H TYPE I 9� � Q o w H o 10'-4w � V r w A r w w > N V o 470 4 z wo i oa oa $'-0' 10'-40 08 3'-3" 4'-8" AL _1L R � l I co R r-- vwKIM Y�m R I cD VML RESORTS is I in in R o ;U", DEVELOPMENT R T T °' co COMPANY I AVON,COLORADO T E E E E ARC OP , ,'1 cn I � . J I iV �") N N N N ARGHtIELTUIIE DBIIY�COICI�dQ T.O. PLYWOOD SUBFLOOR DESIGNA11CMTBC;r TYPE J TYPE K TYPE L TYPE M TYPE N TYPE 0 TYPE P HARTiHOWERTON STRUCTURAL mcvam 08 NSW YOA1C I+1&W Y�IIK MONaog&NBWIALmx ,DC WNUOW SCHEDULE – UNIT TYPE A AVOKC XORADo FRAME SIZE ROUGH OPENING HEAD R.O. HT. ABOVE NWICHAMCALELECTR11CALENGRAM M-B TYPE WIDTH x HEIGHT WIDTH x HEIGHT PLY MID. SUBFLOOR NOTES BNGQV61P5,M AVON,aolxxrAno A (2) 2'-8' x 5'-6" 5-4 1/2 x 5'-6 112" 8'-3 1/2' e.IVlz ENCANl>Eawe B 2'-4' x 4'-6" 2'-4 1/2' x 4'-6 1/2" C-3 112' rte'COLORADO c (2) 2'-8" x 4'-0" 5-4 1/2' x 4-0 1/2" 7-4 3/4" D (2) 1'-8' x 5'-6" S-4 1/2' x 5'-6 1/2' 8'-3 1/2" PROJSCTNUMB]BR: 20900.00 E (2) 2'-4" x 4'-6" 4'-8 112" x 4'-6 1/2' 8'-1 1/2' ISSUE REVISION DATE F (2) 2'–D" x 5'-6' 4'-0 1/2' x 5-6 1/2" 8'-3 1/2' 06 CONST DOC OB G (2) 2'-4" x 5'-6' V-8 i/2" x 5-6 1/2' 8-3 1/2w FOR FERMI'I' 08.13.04 10'-4' 4'-8" H (2) 2'-4" x 4'-0" 4'-8 1/2' x 4'-0 1/2' 7-9 1/2" ®BLDG.3/CONEY. 119.24.04 I 2'-2" x 5-6' 2'-2 1/2" x 5-6 1/2' 9-31/2, SEE ENLARGFD PLAN 2/A511 09 BLDG.4/CONSI: 10.11.04 d 3'-3' x 5'-6" 3'-3 112' x 5'-6 1/2' 8'-3 1/2" SEE ENLARGED PLAN 2/A511 10 BLDG.5/CONEY. 1025.04 k K (2) 2'-4" x 3'--6' 4'-8 1/2' x 3'-6 1/2' 7'-4 3/4" 10'-4" 5'--11�" 6A/7AJ8A/9A/10A/11 I J11 L (2) 2'-8' x 6'-6" 5'-4 1/2' x 5-8 112' 9'-3 1/2" FINAL CONST 01.03 05 Y 9'-0' x 6'-6" 9'--0 1/2' x 6'-6 1/2' 9'-3 1/2" 1e ADDENDUM 5 05.16.05 °1 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' S-4 1/2' x 7'-6 1/2" 10'-3 11Y (2) 2'-8' x 5-6" OS P 2'-s" x 5'–D' /5'-0" x 5-6' / 2'--8' x 5'-0' 10'-4 1/2' x 5`–D 11Y 15-7" TRANSOM CD cq 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' IS-31/4" TRANSOM OD ^ ■ w . w r ■ rn Q 2'-8" x 6'-6* / 5!–Cr x 6–r / 2',8 x 6–6 10–4 1/2 x 6'-6 1/f 10`-3 1/2 I f I I 1 ° b ° ° 2'-8" x 1'-8' / 5'-0" x Y-8' / 2'-8' x 1'-8' 00 R 4'-8' x 2'-8 1/4" 4'-8 1/2' x 2'-8 3/4' 13'-3 1/4' TRANSOM S 4'-8' x 6'-6" 4'-8 1/2" x 8'-2 1/2' 10'-3 1/2" (2) 27-4" x 1'-8' ANSOM T 4' '-9" 6'-0 1/4' x 1'-9 1/2" 10'-3 1/2" Ieoord. muntin alignment w/door below) w I GEN°RAL NOTES: WINDOW SCHEDULE T.O. PLYWOOD SUBFLOOR 1. See Buliding Eimuons for operator illamoons 2. Provide Tempered Safety Glazing where required by code. Wkxiow Elevations on this sheet indicate glazing that shall be twnpawed with the Wnbcl ' T ' UNIT TYPE A 3. Provide Emergency Egress Window Units where required by code. Window Elation on this eheet indicate units that shall be egress with the sylrm . E " TYPE P 1 TYPE Q TYPE R TYPE S TYPE T A751 1 UNIT TYPE A - WINDOW SCHEDULE & ELEV. 3/8" = 1'-0" A1-wMO5CFf.dwg © 2004 42140 ARCHITECTURE, INC. ov cola, 2'-2* 3'-3" 4'_8= ® 3'-4" 7'-0' 4'--8" 4'--0' 4'-8' 5'-4' 2'-D* E. RANDAL I LIL ALIL t f I 1 I �f� r� I �/'r� IL -1L 10%, in ip = I N in iv to Lrs in ir) u7 kn in = I I I I f m 1 � 00 m R I orn orn N N N N N hl O T.O. PLYWOOD SUBFLOOR I W a Q >4 TYPE AA TYPE BB TYPE CC TYPE DD TYPE EE TYPE FF TYPE GG TYPE HH TYPE II TYPE JJ I f A ,0 w F-4 � 0 PP1 A x V s a A 4-8 e--6 1/2■ W Q J. W > � x u � I I z c"I 0 T-8" A 7'-6" a . " 22-0 4'-Om =N —1 L c L D N ib _I `� r+7 - [I N N j N 090NF.R/p� I R QD cn R - ;� I R I �, �, M VAM RESORTS I _ _ A DEVELOPMENT m COMPANY ca I E E T AVON,COLORADO U (WI Ll _ ICA I \ O] QI e _ /)*mcm I I n � _cV N N ! wf I I ■ N N (V T.O. PLYWOOD SUBFLOOR IV — — — — — Denver.Caloledo KAS M PLAb*M TYPE KK TYPE LL TYPE MM TYPE NN TYPE 00 TYPE PP TYPE QQ TYPE PP 1 TYPE RR DWAGNARICIUMr TYPE QQ 1 HART I HOWERTON > yom> SrAUCrUIALMMM WOW SCHEDULE - UNIT TYPE B AVON,COLORADO All WM CALELECraWALENGHQM FRAME SIZE ROUGH OPENING HEAD R.O. HT. ABOVE h-B FNcmqrm1Nc TYPE 1MDTH x HEIGHT WIDTH x HEIGHT PLY WD. SUBFLOOR NOTES AVON,COLORADO AA 2'-2' x 5•--6' 2'-2 11Y x 5-6 1/2" W-3 1/2' SEE ENLARGED PLAN 2/A511 °imEm ALME ENGDUMRWG,JNKQ ® BB 3'-3' x 5'-6" 3'-3 112' x 5'-6 1/2* 8'-3 1/2" SEE ENLARGED PLAN 2/A511 VA14COLORADO 7'-8' T-1" CC (2) 2'-8* x 4'-0* 6-4 112' x 4'-0 112* 7-4 3/4" PROJEcr NUMBER 20900.00 DD (2) 2'-4" x 4'-6' 4'-8 1/Y x 4'-6 1/2' 8'--1 1/2' ® EE 2!-0' x 2'-6' 2'-0 1/2' x 2'-6 1/2* 7'-3 1/ ISSUE REVISION DATE FF (2) 1'-8' x 5'-6' 3'-4 1/2" x 5'-6 1/2* 8'-3 1/2* 06 CONSTDOC o GG (3) 2'-4' x 5,-6* 7-O 1/29 x 5'-6 1/2* a-3 1/2" FORPE.RMIT 08.13.04 0 1 1 HH (2) 2'-4* x 4•-6' 4'-8 1/2* x 4'-6 1/2* 8'-3 1/2' A BLDG.2/CONST. 09.02.04 .n II (2) 2'-O' x 5-6" 4'-0 1/2" x 5-6 112" 8'-3 112" Q BLDG.4/CONST. 10.11.04 � -1 11 (2) 2'-4' x 5'-6' V-8 1/2' x 5'-6 112' 8'-3 1/2" 10 BLDG 5/CONSr. 1025.04 IOL* 2'-0" z 3'-6' 2'-0 1/2" x 3'-6 1/2" 7-4 3/4' * � ZW GLAG REQUIRMENTS W/ ® A6A/7A/8A/9A/IOA/11 LL (2) 2'-0' x 4'-6' 4'-0 1/2' x 4'--6 1/2* 7-4 3/4" FINAL.CONST 0103 05 5'-0" 11 e MM (2) 2'-4'2'-4' x V-6' 4'-8 1/2" x 5'-6 1/2' W-3 1/Z' � ADDENDUM 5 05.16.05 L70 (V I jN NN (3) 2'-6" x 6'-6' 7'-6 1/2' x 6'-6 1/2' 9'-3 1/2' io 00 (2) 2'-4' x 5'-6' 4'-8 1/2' x 5'-6 1/2' 8'-3 1/2* 1 .-`2 :- PP 4'--8* x 2'-8' 4'-8 1/2' x 2'--8 1/2' 13'--3' TRANSOM ! R SS SIM. FROM , 4 OQ 4'-8" x 6'-6" 4'-8 1/2' x 8'-2 1/2* 10'-3 112* UNIT TYPE A I Q (2) r-4' x r-I" � RR 7'--e x 6'-6* y'--8 1/2' x 8'-2 1/2' 10'-3 1/2' I I , co (2) 3'-10' x 1'4* cn 1 o c° SS 7-8' x 5'-0' 7-8 1/2' x 5'-0 1/2' 15'-Y TRANSOM Tr 7'-1' x 8'-2' 7'-1 1/2* x 8'-2 1/2' 10'-6* UU 7'-1' x 5-0' 7'-1 1/2" x 5'-0 1/2' 15'--9 1/Y I r Jr- N w* 1•- 5'-0 1/2" x 1'-6 1/2' 8'-3' PROVIDE OBSCURED GLAZING (VERIFY W/ ARCHITEC T.O. PLYWOOD SUBFLOOR — — — — — ORAL NOTES: WINDOW SCHEDULE © 1. See Bunding Elevations for gwatar in(Icatkms. TYPE SS TYPE TT TYPE UU TYPE W 2. Provide Tempera! safety Glazing where � by code. Window Elevations an this sheet indicate glazing that shall be ternmad Nm the syrrlbol " T - UNIT TYPE B 3. Provide Emergency Egress Window Units where regWred by code. Window Elevations an this sheet indicate units that sholl be egress with the symbol " E UNIT TYPE B — WINDOW SCHEDULE & ELEV. A752 1 318" = V-0. 11" DIA. WOOD PLUG, 2004 42140 ARCHITECTURE, INC. DARKENED (ANTIQUE) 2% STAIN L� - 3X'10 WD. HEADER WEATHER--RESISTANT BARRIER E. RAID'^_'1.L SEE 4/A532 FOR STONE ` 0 x'`` VENEER SYSTEM w F"" i .• 3/4 STUCCO SYSTEM E: WEATHER—RESISTANT BARRIER 'Al 'Al DRIP SCREED ' MTL FLASHING W/ 1/2" — 1 - HEMMED EDGE AND 6 1 EXTERIOR WALL EXTENSION UNDER WEATHER— r7 SEE WALL TYPES SHEET RESISTANT BARRIER W SEE WALL TYPES SHEET WEEP HOLES ® 12" O.C. —`—� 300 WOOD TRIM MTL FLASHING W/ 3/4" ; �� O 'i HEMMED EDGE AND 6 EXTENSION UNDER WEATHER— 2X8 FIR HEAD , 0 RESISTANT BARRIER TRIM SET FLUSH 2X8 FIR HEAD W/ FIR EXTENSION " D. !DING TRIM SET FLUSH 6x10 WOOD TRIM AND ADZED IN VJ ONE SNEER W/ FIR EXTENSION STL SHELF ANGLE (RE: STRUCT.) PLACE TO APPEAR r AND ADZED IN AS SOLID TIMBER 2X6 WD. TRIM I PLACE TO APPEAR 1 AS SOLID TIMBER i ® L'l 1/2" 0 WOOD PLUG � DARKENED (ANTIQUE) STAIN 1 1/2* 0 WOOD PLUG DARKENED (ANTIQUE) STAIN FIR EXTENTION SEALANT & BACKER ROD u GYP WALL BRD FlR EXTENSION W/ RAD. CORNER SEALANT & BACKER ROD CLAD WINDOW SYSTEM rT� O - - BEAD WOOD TRIM BEYOND 04 + �--} WOOD SILL EXTENSION 1,V2 CLAD WINDOW SYSTEM" STONE VENEER BEYOND 1 0 CLAD WINDOW SYSTEM 6 WIND OW HEAD (:3 WIND OW HEAD R A_ _g,., 3/4" STUCCO SYSTEM WEATHER—RESISTANT BARRIER VAIL RESORTS SEE WALL TYPES SHEET DEVELOPMENT t ,Q STONE SILL BELOW COMPANY WHERE OCCURS AVON,COLORADO I 1 ASCtffr8CeOFla=M 2x6 WOOD TRIM , 1 CLAD WINDOW SYSTEM 4%w Ise SEALANT & BACKER ROD L [>< Denver.cobmaQ SEALANT & BACKER ROD uAsr>ex PLANNER 2x wood TRrM HARTS HOWERTON NEW YORK,NOW YORK I! ( M .�24C Avvrl,ooa,aR►DCy I f bEaCHANICAL ELBCTRTCALIDVGnNEM AVOW,COLORADO I ' � � ` ' t M B BNGII18gR9y QdC 11 1 GI RSIGI GIIV�R ALPINE BNGQ�iI>BIZBVG,ING VAR,COLORADO A WOOD EXTENSION '17—STONE SILL BELOW - >'ROJECTNUMBER 2 •� WEATHER—RESISTANT WRIER SEE DETAIL 5/A753 A Issue REVISION DATE 3/4" STUCCO SYSTEM 3x FIR SILL 0/2" 06 CONSTDOC SEE WALE.. TYPES SHEET ® EXTENSION � FOR PERi4IIT 08.13.04 oQ BLDG 2/CONST. 09.02.04 WINDOW JAMB ENTRY 5 WINDOW JAMB ® WINDOW JAMB BLDG.3/CONST. 04.24.04 V-0. A-DT-58-d,q 2 3 — I s—p w A—DT-55.dwq A BLDG.a/CONST. 10.]1.04 CLAD WINDOW SYSTEM lv BLDG.S/coNST. 10.25.04 CLAD WINDOW SYSTEM I - _ A6A/7A/$A/4A/10A/I1 A CORNER BEAD BEYOND FINAL COMT 0'!.03.05 CLAD WINDOW SYSTEM SEALANT & A A 1 ADDENDUM 5 05.16.05 BACKER ROD SEALANT & BACKER ROD ® — - — 3x SOLID FIR 3" THICK 3x SOLID FIR 3" THICK 3x SOLID FIR EXTENSION STONE SILL SEALANT & BACKER ROD ADZED FOR EXTENSION I N STONE SILL EXTENSION DISTRESSED r ADZED FOR ADZED FOR TIMBER DISTRESSED _ _ DISTRESSED WOOD TRIM AA TIMBER TIMBER APPEARANCE APPEARANCE �� APPEARANCE a co 0 FLEXIBLE FLASHING ON TOP WEEP HOLES 0 12" O.C. (TYP.) A , WEEP HOLES 0 12" O.C. TYP. VE MC FLASHING TURNED ( } VE FLEXIBLE FLASHING WRAPPED � ► RTICAL � JAMBS TO FLEXIBLE FLASHING WRAPPED �__� —� CREATE END DAMS (TYP.) UNDER WINDOW & TURNED SEE WALL TYPES SHEET UNDER WINDOW & TURNED VERTICAL 0 JAMBS TO CREATE VERTICAL ® JAMBS TO CREATE HEMMED EDGE AND 6" A END DAMS (TYP.) END DAMS TYP.) 3" HIGH DENSITY SPRAY L (TYP.) UNDER FLEXIBLE SEE 4/.0532 FOR STONE i < < SEE 4/A532 FOR STONE © FLASHING WINDOW VENEER SYSTEM POLYURETHANE FOAM � � I SEE WALL TYPES SHEET WEATHER—RESISTANT BARRIER (R-7" / INCH) ` � VENEER SYSTEM 3/4" STUCCO SYSTEM ® DETAILS � <</ wooD SIDING SYSTEM RESIDENCES �- ��► f ...............,,,� ® RUN BEHIND SMTL FLASHING BARRIER A753 � WINDOW SILL A oT- WINDOW SILL WINDOW SILL Q 2004 42140 ARCHITECTURE. INC. Cot ® E. RANn^A . WOOD TOP RAIL vv � � TYP.1l2 © WROUGHT IRON 4Y4 NP' W BALUSTERS AND A f TOP & BOTTOM RAILS L/ (RE: I.D. EEO ° z E"'I W4 04 T 54wX5iw WD. NEWELL POST W/ Q d a © � RECESSED PANELS, I� WOER9 SHOWN -� ° WD. BASE CEILING TIMBERS ,� ° ¢ 1 RE: UPPR. 1 MALL 4 DIA. SPHERE I a ICAL (RE: INTERIORS) LEVEL R.C.P.). THROUGH OPENING M Q ° BULLNOSE F,r� WOOD TOP RAIL ' Q OVERHANG 6° DIA. SPHERE 0 W1 WROUGHT IRON V SHALL NOT PASS A BALUSTERS BELOW } THROUGH OPENING WOOD S W/ 1° BULLNOSE WOOD TREADS, NOSING EXTENSION, TYP. En A TYP. Q - O z UPPER LEVEL EL--'= 10'-4° 0 T.O. PLYWOOD-SUBFLOOR WOOD SKIRT UP BOARD. NEWELL PWOOSOTDS, ® USTERS A A TYP. A r;- ® NOT SHOW I FOR. 0 ITY WOOD BASE (RE; INTERIORS) � I to �- rr - BALUSTERS - 4/A812 . LA- NOT SHOWN WOOD RISERS, o FOR CLARITY a . TYP. VAIL RESORTS N °N DEVELOPMENT j ENTRY d4 MAIN ENTRY M BALUSTERS rte RE: PLANS COMPANY LMNG o NOT SHOWN AVON,COLORADO ROpM / FOR CLARITY �� era L OPEN 7 w _ FA ,NEWELL POST DETAIL UNIT A STAIR PLAN MAIN LEVEL lei i2 DASHED LINES OF BALU 4 ,-,/2"= t.^oi. 1SCQ1—SK.dwp NEWELL POST & RAILINGS IN N OWN B,-0° De do Colora FOREGROUND CLARITY AWD. SKIRT BD. -i A °A FAMILY ROOM D � A 41-0" 4 -0 � � MAIN LEVEL HART I HOWERTON rj A MW YMF,,NEW YORK EL = 0'-'0" .0811 a A 5 ® 4 ® .0811 srciv .�iG» A MOMOS do NMIML ENGlt EMS.M T _I AVON.«1fALA c) *>3cnvcs,nac J. AvaN,coLOx�no © a a PRO ECT NUMBER: 2WW 00 N Q m J WD. BASE 4- (RE: INTERIORS) STAIR SUPPORT 1 p Z U? (RE: STRUC.) ISSUE REVISION DATE I l` l w . I LOWER od p n li � _Z o Q ENTRY 4 oe coNSr Doc a I � 11D01 i FAMILY Q K) ti- DASHED LINE FOR PERMIT x.13.04 ROOM 0� N ~ OF RISERS fi A BLDG.2 1CONST. 09.02.04 r.� ® ® I o®BLDG.3/CONST. 09.24.04 r F BALUSTERS ,A I © T. SHOWN STORAGE a A 09 BLDG.4/CONST. 10.11.04 FO LARfIY I a to 10 BLDG.5/CONST. 1025.04 W in ® A �clq FLEX SPACE �6A/7A/SA/9AAW11 STORAGE aom A WD. B TERIORS) °D ^ 11 A L'!� FINAL CONST 01.03.05 DASHED LINES OF 2® 4y WD. BASE t2 ADDENDUM 1 01.12.05 L� 4 NEWELL POST & (RE. INTERIORS) _- RAILINGS IN �_ 4 4._0° t3 ADDENDUM 2 01.19.05 3• 9 FOREGROUND APLAN REVIEW GARAGE LEVE CORRECITONS 04.07.05 EL = -12''--0 NOTE: t ALIGN TOP OF STAIR � STON UP t6 ADDENDUM 5 05.15.05 1 ROUGH FRAMING WITH FRAME WALL DN. , © CRAWL SPACE LOWER CRY STORAGE dk RE: PLANS STONE D UNFINISHE HALL RE: PLANS UNITS A & B STAIR PLANS, SECTIONS AND DETAIL STAIR SEOTION — UNIT A �a a� 3 UNITo� A STAIR PLAN -- UPPER LEVEL 1 UNITo„ A STAIR PLAN _ GARAGE LEVEL A811 I \\ \ © 2004 42140 ARCHITECTURE. INC. \\ WD. NEWELL POST / , J � \ BEYOND ..� A e;# of a WROUGHT IRON TOP f POS 4y4 ^� & BTTM. RAILS & - - BALUSTERS 1y2" A812 I (RE: I.D. SPECS.) IV r _ , a I 6 ` u o LCEILING TIMBERS I ! (RE: UPPR. WOOD TREAD W/ 1 EB COLUt�I -_•.__-- a � I BULLNOSE NOSING I (RE: STRUC.) LEVEL R.C.P.} EXTENSION, T,�. \_54701' �y po S Typ. NEWELL FIAIl k WOOD TOP RAIL W/ I O BALUSTERS - WROUGHT IRON BALUSTERS NOT SHOWN _-- - ---- t� BELOW ^ FOR CLARITY I - - - - - - R • 1/2*') apD TREADS. i ^ w > ; UPPR. LVL.EL = 10'-- " go IRK T.O. PLYWD. SUB \ V WOOD r T Q TIMBER SKIRT BD. BALUSTERS COLUMN UP a OT SHOWN (RE: STRUC.) F CLARITY ' 0 Li � V rn ON. 0 A MAIN ENTRY RE. PLANS LL OWNFRIMEMAMM FACE OF GYP. BD. I, WD. SKINT BD. 0 GARAGE LEVEL " d �. BASE VAIL RESORTS o BALUSTERS (RE: INTERIORS) DEVELOPMENT _ NOT SHOWN -' � - - o COMPANY FOR CLARI I AVON,COLORADO o { SLOPING CI_G. (n 1 ` (WHERE OCCURS) OAF,ARCHrrECr of R> . 4 12 DETAIL UNIT B STAIR PLAN - MAIN LEVEL 1 3" = 1'-0" A-srt�7.dwg 1�2" = 1'-0" AFP42.dwy Denver.Cdormb jN MAIN LEVEL EL = 0'-O" � I A D>iSIGNA1tCFETTE(.T HART I HOWERTON I DOOR NEW YORK,NM YORK (RE: PLANS) BALUSTER ! _ ® ® 12 M0NWr, COL DRAW T SHOWN I � AA 5 L_- I 5'--B}2" IUWMAMCAI WA � 0 LARIIY MMUM.M (L AVON,Cp7�QAD0 W .0812 Q V) -^— - R I CIVILENGMEEB LY AuI m F"GDT6mING,ox 1 ! © VAIL,COLQRADO Q I r lu� DASHED LINE a n DASHED LINE PROJECT NUMBER 2090D.00 OF RISE OF W/D CLST. 1 _ ii BEYOND © © AB RS p = PTD. GYP. BD. ISSUA REVISION DATE to O WALLS/ FLOOR ! STAIR SUPPORT ! a (RE: STRUC.) 06 CONST DOC NFINISHED EDGE OF FLOOR _- rn a! I FOR PERMIT 08.13.04 WOOD TOP RAIL 1 R BLDG.2 1CONEY. 09.OZ04 � I A ®BLDG.3/CONST. 09.24.04 W r V) STAIR 1 09 BLDG.4/CONST. 10.11.04 10 BLDG.S/CONST. 10.25.04 6�-6A/7A/$A WIOA/ll Ia] A I FML CONST 01.03.05 ADDENDUM 1 01.12.05 LEVEL GARAGE I 12 EL = -12'-0" I ® — — — ____ �I 13 ADDENDUM 2 01.19.05 4 ADDENDUM 5 05.16.05 h z TWOOD TREADS, A a _ _ " ' © //4 CRAWL I r I 4,-p" 3' 4" " SPACE I °O 1 OPEN TO BELOW Ar . - — WD ! � DN. — UP STONE ® WD. BASE Itcl, �3 A -(RE. '"TERMS) UNITS A & B HALL o 'o' RE: PLANS I ' STAIR ® LOWER ENTRY PLANS & DETAILS =1 I IA I I-.�I I ICI ! Iii 11=1 I ICI I IE�I I i'�d I IEEI 11=1 11=11 I=1 I I I I kA I FEI i I=1 I ICI I I I WD. BASE I RE: PLANS i t III ill—ill--ill—Ill l i l—1 i t—I l lf l i t I 11 i t l i `—III—III—1 i t—I f l` i 1 1—I I (RE: INTERIORS) I STAIR ELEVATION UNIT B s3 UNIT B STAIR PLAN - UPPER LEVEL UNIT B STAIR PLAN - GARAGE LEVEL 5 1/2- = 1'-0" zscol.d" J 1/2' = V-a" AFP0M" 1 ,/x" _ 1'-o" AFPD1.dwq 08 . 2HR SHAFT WALL O8 2HR SHAFT WALL os RE. P 3 Y2 43/4" A611 2 RE. P A611 0 '- / / 16 CONCRETE DECK BEYOND L a: CONCRETE DECK BEYOND 2,_3 ,. 431. 16 _ ® 2004 42 40 ARCHITECTURE, INC. RE. STRUCT. RE. STRUCT. Of �Q�Q$ PROVIDE UL APPROVED ,f PROVIDE UL APPROVED n . a SEALANT AT 2HR-3HR SEALANT AT 2HR-3HR o . _ E. RA DAL TRANSITION =;. TRANSITION I JOHN ICI I _ I l ! o x I X ° iff�►� r �� CIA ! ---------- - ---_ ..-- L I I i IRE RATED DUMBWAITER CONCRETE DECK + c L r CONCRETE DECK DOOR AND FRAME, RE. STRUCT. RE. STRUCT. RE: RESIDENTIAL PACKAGE CONCRETE WALL ` 3HR RATED WALL RE. STRUCT. < i f RE. D/A601 16 u x Z O SHAFT WALL SECT. SHAFT WALL SECT. UNIT 7 - ENLARGED UNIT 15 - ENLARGED W a 1 UNIT B 14 UNIT B 1 GARAGE LEVEL PLAN GARAGE LEVEL PLAN A SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1/2" = 1'—O" AFMI SCALE: 1/2" = 1'-0" AFPGS h■*� ^ A OB 5B I'r7 � 11 0a � O 2HR SHAFT WALL RE. P/A611 23 O 2'-3Y2 16 � V CONCRETE RATED P � � MAIN LEVEL ELEVATION W � RE. STRUCT. PROVIDE L APPROVED 4. SEALANT AT 2HR-3HR {/x" _ �'-o" R—DT-616.dwp w TRANSITION X wo a - ------ 3HR RATED WALL RE. D/A601 -... I r 9 D MIN. � 1 RE D DUMBWAITER DOOR AND FRAME II I� II Il r f � I 0VNMVDEVEWMR SHAFT WALL PLAN DET UNIT 1 — ENLARGED II 11 + 90 MIN. �,, ----� VAIL RESORTS 13 GARAGE- LEVEL PLAN II II II RE ED ACCESS DOOR DEVELOPMENT SCALE: 1/2" - V-0 V-0m AFPGI _ COMPANY - _ I T _ "• I AVON,COLORADO 6" 2'-3y2" 2Y2 II ll II Ii __ _ _ AXCOFR 01 V A901 A901 Ii ii r , " 16 6 – �" G II II _ 11I_ _ _ _ ■ It 1 10 GARAGE LEVEL ELEVATION I I I i I I 3 1/2" -O" 07-Ut.dwq Y2 16" _ DEWN ARCHrfBCT 0 low X ; HART I HOWERTON N r NSW YOM NMVMK 9 v, ' - - -- a 777. . °a D ' Og 3TRLCr RAL d (D O AVON.COLORAW a 1 I 6 I , A" 2'-7Y2" m-1&uNGwmm%1Nc L AVW COLORM)0 x -rT- I RUCAIRM I a - 2 HR. SHAFT 0 SIM DETL. A (UNIT B) VAU4 MUCI" I UNIT 9 -- ENLARGED 3 HR. WALL PROVIDE NECESSARY BLOCKING IN `+ I 1 I I I SHAFT WALLS FOR DUMI3WAM P PROJECT NUM E314 20900.00 GARAGE LEVEL PLAN RAIL ATTACHMENT. 9 � o SCALE: 1/2" = 1'-0" AMI J I RE: RESIDENTIAL. PROJECT r X ISSUE, REVISION DATE SPECIFICATIONS FOR EQUIPMENT _ a DETAILS cv 16 04 CONST DOC 1,-5y4" 2'-3Y2" 43/4" 10 I 90 MIN. I I I I FOR PERMIT 07.2304 n `-"__'r C I I I 05/06 CONSr DOC 08.13.04 z 01 - _ - . DUMBWAITER EQUIPMENT. UNIT 3 - ENLARGED -� n 4 — - RE: RESIDENTIAL PACKAGE IRE RATED DOOR AND FRAM£. 07 BLDG.2/CONST. 09JR04 � � � 1 � GARAGE ����YE L PLAN ° �� �I sa MIN. RE: RESIDENTIAL PACKAGE �gam,3/CONST. 09.24.04 If^ SCALE; 1/2" _ AFPG 1 ' 90 MIN. 09 BLDG.4/CONST. 10.11.04 11 II II II 10 BLDG.5/CONST. 1025.04 0 90 MIN. I Q li I! 11 II TYP MAI LVL PLAN DTL. UNIT A • FINAL CONSI' 01.0305 +�+ 1/2" = ,'-0" A-�T-07b•dwp n A 6A/7A/6A/9A/10A/11 D 16 I C + _FINAL CONST 01.03.05 4 p 16 4/" 53/" 6" 2'-7 " O " 2'-3,V2" 6 . e ADDENDUM 5 05.1605 q A901 ol -_-_-_ - I—I I I I I 1-1111 I I—I I I—I 1 I-1 I I`I 1 I� -III r=- _I 11_.I I I ___..I I IE-I I I—I I F1 I F1 I El I I—I I I — eo — i 1 I I I__ I i I �(f==f 1 I- I I-=1 1= -= 1 1= = -11 4 . C4 X 4. A WALL TYPE PER 111-1 I F1 11EE1 11-1 1 =1 I =1 11=111- 1 I Q ^ —I — i SHT. A611 _ _ _ _ _ _ d � -�-�-- " I I I FA I-1� I__ III__ -1 1�..E1 I I=1 I I—I I I_1 I�I 11= 1 I � d 8 . I —I 11=1 I I=1 DUMBWAITER 4 ..i-:.�I -1 i El 11-1 i 1-1 a � � PLANS, SECTIONS, I I= _ — I 1=1 111 11=111=1 14 a 4I I I=1 I Iwl I II 1 I I I 1=11 I� 1 -11 r f ' M I 1-1 I f=1 I IE] 11=111=1 I I-J 1 I - - � WALL TYPE PER D ELEVATIONS & DETAILS TUNNEL RE: DOOR SCHEDULE D FRAME, CONSTRUC. SET/ SHT. Aso UNIT 4 -- ENLARGED UNIT 13 & 14 - ENLARGED -I ! �YEL PLAN 8 GARAGE L�YE L PLAN SECL�O N DETAIL UNIT B SE�Zt ON�D ETAIL UNIT A B SIM. ) 1YP,;_a" ARAGE LVL PLAN DTL. UNIT A A901 S Aft SCALE: ,/2 = , AI• t /a" = Ag a+.dwy 5 �/s m-,adw p A NON—OPERABLE 12" MIN. 2004 42140 ARCHITECTURE, INC. WINDOW. TYP. RE; MFR. (RE: NNDOW of o Co COPPER ROOF SCHEDULE) I CAP-DESIGN VARIES I CHIMNEY LOCATION RE: ROOF PLAN OO - ( ) VARIES (RE: ROOF I I E. RANDAL - - FIREPLACE PLAN) I { -- JOHNC N VERIFY TERMINATION CAP I I HORIZONTAL RE: MAN F. CHIMNEY LOCATION ROOF FRAMING I I VENT I f�f I I VARIES (RE: ROOF 1 VARIES S AR , CHIMNEY LOCATION I I PLAN) (RE: STRUC•) VARIES (RE: ROOF { PLAN) I I - STONE VENEER, SOFFIT ABOVE CONTROL BOX I I ROOF FRAMING ® I I (RE: R.C.P.) (RE: MFR.), I I VARIES SIDE WALLS TO CONTROL Box ALIGN BTTM. WD I I I RE: STRUC. 1 / / TAPER TYP. (RE: MFR.), ® TOP IO . I I ) ! (RE: INTERIORS) ® ALIGN BTTM. W/ STONE VENEER, BASE w ® TROP OF ADJ. WD. � TYP. I RE: BASE II I I ERIORS " 1'---11g" RE. 6" 1'-113j�" Ey I I I I ENG. TRUSSES of TO ERI I o bML- VENTING CONDITION I I (RE: STRUC.) I Q. EQ W 04 SHOWN DESCRIBES NOTE: THIS UNIT ATTIC ( I BUILDING 1 ONLY. I I I I I /� !i —T IS DIRECT VENT. E EQ �+I ` I ROUTING PATH VARIES - /✓ z r z INSTALL w/ F COORDINATE W/ CHIMNEY I I // / a I` ___-� g MANUrS SmmL cn z LOCATION, ATTIC FRAMING , . : : , a STUD FRAMING — J-4 I R I I FLUE EXHAUST / / o I o KIT. I ►`� I !� �,,� CONDITIONS & MFR. U) \ I I PATH VARIES � / o o ! p BETWEEN CEIL,�G// `- I 4 AND CHIMNEY / I I ON ROOF// — I / Arnc Q LV 0! { w AT1ic I I // // j 1 ado o s `r 5 I I o f FLUE PIPE: O I I / 5 i. I - W W MAINTAIN I 1 / ■.4 x ui I I - AsoS I 05 I REQUIRED I I - - r� I � I 0) 4 CLEARANCES TO z I COMBUSTIBLES I ' - I r � l PER MANUF. A f W 0 I I _ , _.J I ! I I I I I I I I I �_ , L_ _ _ , to I I NOTE: SEE INTERIOR I I I I co cof L__ DESIGN DRAWINGS FOR I I { I LIVING ROOM FAMILY ROOM I I MATERIALS AND I I { { } I I l l DIMENSIONS NOT I I I I I PROVIDED 13Y ARCH. F I I A I I I I TAPERING ® SIDES I { , I I I I ONLY A 1 UNIT A F.P . PLAN—MAIN LVL. UNIT A F.P . PLAN—GARAGE LVL. VAII. RESORTS I (RE: INTERIORS) I I _.__— _.�_— _ --_ I I �--_-_. - 4 1/2" V-0" AFP02.dwg 2 1/2" = V--0" AFP02.dwg DEVELOPMENT ---- --- �- - -- --- ------- -� -- --- - --- - -�- ----- - ---------- - - ------ --F- II I I I I I I ( AVON,COLORADO I I I I I I GRID � op ! - { I � GRID + I I I I I I \ I I * WAIT. LOCATION do WALL LOCATION do I �� { I { { CONFIGURATION VARIES R.0. FRAME I I / I I I (RE: I2LAN5) CONFIGURATION VARIES DIMENSIONS PER I I I { ® ( ) o ,C MANUF. ENE ��. SIDE WALLS TO /� Atepa GAS APPLIANCE I I I I ! 3 A TAPED. TYP. I FIREPLACE \ / I I CONTROL BOX A (RE: INTERIORS) CONTROL BOX l I I A415 (RE: MFR.). _ � dR ALIGN BTTM. g ALIGN STTM. W/ AiBWYomNmycw C ! (RE: MFR.), HART I HOWERTON ! I I - TOP OF ADJ. 1 —11 RE: INTERIORS II I I I I { BASE I BASE ADJ. WD. RAISED HEARTH SraU CrURAt.EMAN>� ® 1'-11-3�" 6" RE: INTERIORS xonrxosa�srxnargat�s.ngc I ! I I I EQ. EQ (RE INTERIORS) ® STON> VENEER, I AVOKCOLCWAW wsiR, eD}tm. I I ( I VENT TO TYP. RAISED HEARTH ! ! _ (RE: INTERIORS) $ O I I uvlNC Roots ROOF VENT UP THRU to , MAIN LEVEL AVON.CoLOR&W FIREPLACE CHASE Q. CIMENGROM ALMEENGn4BBRDW arc. J M ----- WOOD ANTiEL VAn,a nJDLN o I a I A z = _ WDOD MANTEL GARAGE R NT ! I I 00 VENT PIPE LEVEL I _ AB HORIZONTAL VENT o a = 0° I : INTERIORS) I I w �' —_ PROJECT NUMBER: 20900.00 I I _ (VENT TO ROOF) W cr- TAP RING 0 SIDES WALL I I ! I I ! _ ,;; � °o = ON _ _ _ I I I ! _ -- _ a I I ` { ISSUE REVISION DATE I (RE I RIORS) \ � i �t I I ! w w � I I 5 I x I I 06 CONST DOC 1Q A905 '- 0 FIREPLACE I I I ! I I I I ! o in I I ; o a I x FORPERMIT 08.13.04 ST k I M I I I I ! I o' to r I o I I (RE I ERIORS) \ f / \ I ! I I I I 1 `�' � E 5 °� I BlDG.2/CONST. 09.0204 ! I I I 6 A905 I I I I { I 1 © I 05 ® I s BIG 3/CONST. 09.24.04 00 Lz / I \ I I I I I 05 BLDG.4/CONST. 10.11.04 I I I I I \ I I 10 BLDG.5/CONST. 10.2504 A-6A/7A/RA/9A lWll r3 NOTE: THIS UNIT �__.___.. I 6 I IS DIRECT VENT. I i I I - - —__ ? I I co —J PROVIDE do FINAL CONSP 01.03.05 I I FAIRLY R004t > , FAS Y 80011 MANU S SQL t 2 ADDENDUM 1 01.12.05 I I I I STUD FRAMING t3 ADDPNDUM 2 01.19.05 — — ----- LIVING ROOM FAMILY ROOM KIT. __-- A ADDENDUM 5 05.16.05 ■ ■■R m = I■r m =111111; CRAt� SPACE 14 aim CRAWL SPACE UNIT A UNI UNIT B F,P P. PLAN—GARAGE LVL. a a 1/2" a V-0" AFPCI.dwg e h �4 ` tl 3 UNIT " B F.P . PLAN—MAIN LVL. 1/2 — 1 o AFP03.dwq NOTES: UNITS A & B I I IA I 1=1 11A I I-- I==1 11=1 11=1 I L- l 11=1 I I-=1 11==1 I I-1 I I� I I I - - I ICI I 1 MECHANICALLEGEND ® 2044 42144 ARCHITECTURE, INC. GFJ'ERAL MECIAIICAL CONTRACT 21, DEFINITIONS: `.•••Re(;/ ( NOT ALL SYMBOLS LISTED BELOW ARE BEING USED IN THIS SET OF MECHANICAL DRAWINGS ) �^' I. UNLESS OTHERWISE NOTED,TWE UIO1�1G DESCRIBED ON v0,••'Fa-P4 % 14. SUSPEND EACH TRADE'S WORK SEPARATELY FROM THE A. THE DEFINITIONS OF DIVISION I AND TT4E O;43Y G�• THE PLAN AND STRUCTURE DUCTWORK SHALL OF AIELD TIGHT TO GEWRAL SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPnON SYMBOL ABEIR DESCRIPnON � 3 $374 � o SPECIFICATIONS SHALL INGLUDE THE FURNISHNCs AND STRUCTURE EXCEPt WHERE OTHERWISE SHOWN. CONDITIONS OF THIS SPECIFICATION ALSO APPLY INSTALLATION OF ALL LABOR AND MATERIALS TO TWE DIVISION S AND DIVISION 11 CONTR ACT. NECESSARY FOR COMPLETE AND OPERATIONAL "VAC. 15. INSTALL ALL EQUIPMENT AND MATERJAL.S IN ACCOIWANCIE HVAC: PIPING: PLUMBING EQUIPMENT �_ • FIRE PROTECTION AND PLUMBING SYSTEMS WITH 'S RECOMMENDATIONS UNLESS B. 'CONTRACT DOgJ�TB CONSTITUTE THE CONTRACTOR SHALL FINISH THESE EVEN IF ITEMS SPECIFICALLY INDICATED OTH ERRIISE OR WHERE LOCAL DRAWINGS, DIFFUSER- REQUIRED TO ACHY=YE THIS f IF.OFFSET$ COBS OR ,,ATIONS TAKE PF C�p£NCE_ SPECIFICATIONS, C F.AL CONDITIONS PROJECT EXISTING PIPING ISOLATION AND BALANCING*DEVICES MAINTENANCE 4--WAY THROW HB HOSE BIBB CLEARANCES,ETCJ ARE NOT SPECIFICALLY SHOWN. MANUALS, ETC, PREPARED BY EFIASSO I TOR �.. WH WALL HYDRANT 16_ P1�Ov1DE M+4NNaFACTURER'S SERVICE OTHER DESIGN PT90FESSIONAL IN ASSOCIATION DIFFUSER- RS RS REFRIGERANT 2. DATA GIVEN ON T1-E DRAWIINCKS IS As ACaiRATE AS COULD � ALL 'APMM ALL EQU1=M4T REQUIRING*SAME WITH ENCANE M FOR CONTRACTOR'S e1D OR SUCTION 3-WAY THROW REFRIGERANT SA SHOCK ARRESTER BE SECUM4ED n. PROVIDE FOR SAFE CONDUCT OF T14E WORK, CAREFUL TWEONN CONTRACTORS AND ITIAtIMMINS-9_AND RL RL ABSOLUTE ACCURACY IS NOT GUARANTEED AND THE REMOVAL AND DISPOSITION OF MATERIALS AND PROTECTION DIFFUSER- LIQUID CONTRACTOR$ CALL oBTAIN AND VERIFY EXACT OF PROPERTY WHICEI IS SPECIFICATIONS CONSTRUCTIOp T$ ENGINEER RHG RHG REFRIGERANT FD FLOOR DRAIN 2-WAY THROW LOCATIONS. , LEVELS.SPACE TO REMAIN UNDISTUIRBEp, tt � HOT GAS ® FS FLOOR SINK r� REQUIREMENTS POTENTIAL CONFLICTS WITH OTHER T DIFFUSER- `/, TRADES,ETC.AT THE SITE AND SHALL G. 'CONSTRUCTION DOCUMENTS', 'CONSTRUCTION LINEAR SLOT TEMPERED HOT 18 PROVIDE AGGES$DOORS FOR ALL EQULPI`MF.Nt,SALVES, DRAWINGS', AND SATISFACTORILY ,ADAPT HIS WORK TO TH-E ACTULAL GLEAN►lOUT9,ACTUATORS AND CONTROLS 04ICH REQUIRE SIMILAR TERM FOR oK4aION B AND DIv sfm 2-WAY THROW �40' WATER: TEMP. FCO CLEANOUT MOOR CONDITIONS OF THE JOB. ACCESS FOR ADJUSTMENT OR SERVICING AND WHICH n WORK BEER TO INSTALLATION DIAGRAMS, RETURN OR AS INDICATED S TI-M DRAONGS ARE DIACRANMATICAL IN NATURE AND ARE LOCATED IN OTHERWISE UNAGCESSIBLE LOCATION. SHOP DRAWNCi6 AND COORDINATION DRAWMGB ® EXHAUST AIR CW DOMESTIC WCO CLEANOUT WALL u PREPARED BY 11-E SHALL NOT BE SCALED_ THEY SHOW CERTAIN PHYSICAL. A FOR EQUIPMENT LOCATED IN 'ACCESSIBLE INTENT INDICATED ON NT ACTOR U' M T14EA DESIGN RELATIONSHIPS WHICH MUST BE ESTABLISHED WITHIN GRILLE COLD WATER M METER: GAS (G) THE DIVISION 15 WORK AND ITS NTEWA.CE WITH LOCATIONS SUCH AS DOC411ENTS. THESE SPECIFICATIONS DETAIL THE ® SUPPLY GRILLE HW * DOMESTIC G LAY-IN CEILhJCs$: LOCATE EQUIPMENT TO CONT'RACTOR'S RESPONSt61LItY FOR HOT WATER OR WATER (W) Z 0 OTHER WORK ESTABLISHING THIS RELATIONSHIP PROVIDE ADEQUATE SERVICE CLEARANCE FOR W4GNEERING BY CONTRACTOR' AND FOR * DOMESTIC HOT a M THE FIELD 18 THE EXCLUSIVE RESPONIB#LIT1' RETURN OR HWC OF THE CONTRACTOR THIS DIVISION SHALL NOA"IAL MAINTENANCE WITHOUT REMIOVNCs PREPARATION OF CONSTRkIGTrON Do[2,A"ENTS. WATER CIRCULATING is P CIRC. PUMP COORDINATE ITS WORK WITH ALL DIVISIONS OF THE ARCHITECTURAL' ELECTRICAL OR EXHAUST DUCT WORK AND ,ADJUST ITS WORK AS REQUIRED BY IVIE SUPPORT S SUCk AS 714E CEII_kCs ELECTRICAL FI)CTH.IRES,ETC. D U DER TW��CONTRAC7� TO BE PROVIDED ��S�~"•�! SAN ABOVE FLOOR I PLUMBING VENT J L VTR ACTUAL CONDITIONS OF THE P1�OJEGt_ TIORMAL MAINTENANCE' INCLUDES, BUT 16 NOT SUPPLY DUCT SAN SAN BELOW SANITARY WASTE I THRU ROOF A THE CONTRACTOR SHALL VISIT THE SITE BEFORE LIMITED Ta FILTER CNANCsIPKs,GREAB}Nrs OF ` L 9�J8M1TTIT A BEARDS,USING P/T PORTS FOR I- (Er INDICATES 'EXISTING EGIUIPMENT ON SITE WN1OW MAY STRAINER W/BL-Ow--OFF C^ PRESSURE OR TI?1PERATURE OR MAY NOT NEED t0 BE RELOCATED AS A PART OF THIS WORK STR f4 BID TO BECOME THOROUC� Y FAMILIAR WITH SERVICING CONTROL VALVES AND SERAC114G SUPPLY DUCT - '--V----- V SANITARY VENT VALVE & CAPPED THE ACTUAL CONDITIONS O1=THE PRO,)EGT. CONTROL PANELS. F 'fRr INDICATES EXISTING EC.NUIPTMEN'r t0 BE RELOCATED As �• • DOWN HOSE-END CONNECTION O FART OF THIS WJIORIC. o-'_ ELBOW UP TO THRUST BLOCK B. CERTAIN SYSTEMS REQlI1RE EtNC*INEERWG OF 19. INSTALLATION GUIDELINES. INSTALLATION A PIPE INSTALLATION: G. IRM1844' MEANS TO 'SUPPLY' AND USUALLY BOERS TO AN DETAILS BY C XfrRAC-TOFL UNLESS FULLY L ALL PIPING SHALL Be ADEQUATELY I F % RETURN OR C ELBOW DOWN A W DETAILED IN THE CONTRACT DOCUMENTS,SUCH ITEM �EC.3JtPf EMIT_ F� DOWN �- TEE UP 2 WBF 2 WASTE BELOW FLOOR W � ENGINEERING IS THE EXCLUSIVE BUILDING STRUCTURE TO PREVENT H. 'INSTALL'MANS TO 'SET M PLACE,CONNECT AND PLACE M y TEE DOWN V VENT REESPONSMILITY OF THE coNTRAct°R. SAGiGNG,POCKETING, SIMYNG OR FULL OPERATIONAL ORDER!. 4 SBF 4° SAN BELOW FLOOR w C. It Is THE CONTRACTOR'S RESP+oNNSIB1Ll IY DISPLACEIMETNT BY MEANS OF HANGERS AND ,i To DETERMINE SUPPORTED BY EQUIPMENT. TO BE 1. 'PROVIDE'MEANS To 'FUJRNISH AND INSTALL'. ~ DOWND DUCT PIPE CAP OR W PLUG U4EM ARE LIMITED,AND WERE 2. PROVIDE DIELECTRIC WIONS BETWEEN J. `EQUIVALIENT" FANS 71EET9 THE SPECIFICATIONS OF THE ---(NAME EXISTING PIPING FIRE PREVENTION Z MSTALLATION DRAWINGS OR SCHE#'MATICS, DISSIMILAR ONCE PRODUCT OR }TEN IN ALL SICsNFICANT ASPPGTrr•.' )� 1�� 'CONSTRUCTION DRAWINGS', OR COORDINATION MATERIALS SIGNIFICANT ASPECTS SHALL BE AS DETERMINED BY THE ROUND DUCT HEAD EXISTING 0 REMAIN ER DRAWINGS MAY 19E REQUIRED. THE ATION CONTRACTOR 3_ PROVIDE MANUAL AIR VENTS AND ARCHITECT/ENGIIEER. UP EXISTING PIPING O SHALL PREPARE ALL SUGHI GOORDMATION CAPPED HOSE-END -----{NAME}------ 1.4 DRAWUNGS AS PART OF THE BASE CONTRACT. TO BE REMOVED � a DRAINS WITH ISOLATION VALVES A3 EXISTING SPRINKLER SUCH DRAWINNGS MAY BE SUBMITTED TO THE PIPS HksH AND LOW PONTg K. VORIr BY OTWER(S)DIVISIONS': 'RE5 DIVISION; AND ---SA- SA SUPPLY AIR DUCT w�.,._G►�-- OW GREASE WASTE � HEAD TO BE RELOCATED ARGNITECT/ENGINEER FOR RECORD AND COMMENT 4- WlyD PIPE k4 �,u��E WTW SIMILAR EXPRESSIONS MEANS WORK TO BE PE1�oRl'#ED UNDER ---EA--- EA EXHAUST AIR DUCT � EXISTING SPRINKLER (AT THE CONNTR.ACTOR'S OPTION). APPI_IC.4L?sLE CODES AND T}.E CONTRACt DOCUMENTS,BUT NOT NECESSARILY UNDER TIFF HEAD TO NEW LOCATION 0 NO EXTRAS WILL BE ALLOWED DINE TO LACK OF STANDARDS. UIELDERS SHALL BE CERTIFIED FOR TYPE OF DIVISION OR SECTION OF THE WOW, ON W-IICH TI-E NOTE ---RA- RA RETURN AIR DUCT �� F FIRE WORK MEING PERFORMED. APPEARS. It 18 THE CONTRACTOR'S SOLE RESPONSIBILITY To G NATURAL GAS * NEW SPRINKLER HEAD KNOWLEDGE OF EXISTING CONDITIONS. 5. FLUSH OUT PIPWz AND REMOVE CONTROL DEVICES BEFORE COORDINATE TT-E WORK OF THE CONTRACT BETWEEN WISAER --TA-- TA TRANSFER AIR A TO MATCH EXISTING V PERFORMNCs PRESSURE TEST DO NOT USE PIPING SUPPLIERS. SUBCONTRACTORS AND EMPL..OYEES. F DU`C IT """'�M�'-"" MG MET. PRESS_ ¢, cooROlN,aT1= AND ADJUST ALL WORK BETWEEN TRADES SYSTEM VALVES TO ISOLATE SECTIONS UIHERE TEST CLARIFICATION IS REQUIRED,CONSULT AHGCHIITECT/EWMWER BEFORE NATURAL GAS SYMBOLS AND EXISTINCs PRESSURE EXCEEDS VALVE PRESSURE RATW_- SUBMITTING BID, CONDITIONS IN ORDER TO ACCOMPLISH A NEAT, PRESSURIZE PIPING AT I00 P$Is. IF LEAKAGE 15 � FLEXIBLE DUCT F F-1 EQUIPMENT DESIGNATION NTEGRATED AND IFF#GENT INSTALLATION_ OBSERyEp OR IF TE1.1 RATU,RE 0::)!M NgATED I�SSURE L. BY 1NI E NC',E, ANY � TO A Y.ONTR4CTOR' OR 'SUB- EXAMINE THE CONTRACT DOCK IWIS OF ALL TRADES DROP EXCEEDS It OF TEST PRESSURE,REPAIR LEAKS AND CONTRACTOR' MEANS THE ENi ITY WHICH WAS CONTRACTED WITH TEE; CONNECTION VALVES: 1 CIONHA/DHVIilAPBR GATE VALVE BASEBOARD CALL OUT fE�C*„THE ARG1-IITECTt3RAL REFLECTED CEILING RETEST OWNER FOR TT-1E uIORIC OF CONTRACT DOCUMENTS_ GV $8 PLAN,ELECTRICAL LIGHTNCs PLAN,FIRE PROTECTION M. I NGI EER' MEANS THE DESIGN PROFESSIONAL FIRM UMCH HAS VANED ELBOW _ VAIL RESORTS PLAN,ETc PREPARED THESE CONTRACT DOCUMENTS_ ALL QUESTION, � CV CHECK VALVE 6. PROVIDE SUPPORT UNDER ELBOIWr ON PUMP'SUCTION AND SUBMITTALS, ETC.OF THIS DIVISION SHALL BE ROUTED To OI FLAG OR SHEET NOTE COORDINATE NECESSARY ECOIFtW4T,DUCTWORF' AND THE ENGINEER(T14ROUGW PFaOPER CONTRACTUAL G1dANNELS). PRESSURE DEVELOPMENT DNaN14RCaE LINES. MA UAL VOLUME PIPING LOCATION SO THAT THE FINAL. INSTALLATION IS T ALL STRAINERS SHALL BE FURNISHED WITH A 'ROHIGWINCs' MVD DAMPER WITH V REDUCING VALVE OI DEMOLITION NOTE COMPANY COMPATIBLE WITH THE MATERALS 28_ KEEP DEMOLITION E CUTTING TO MINIMUM REQUIRED FOR PROPER SCREEN AND TWO(2)SC�I°s FOR NORMAL OPERAt#oN. LOCKING AND EQUIPMONT OF THE OTHER TRADES. EXECUTION OF WORK QUADRANT AVON,COLORADO INSTALL STRAINER WITH ROUGHING SCREEN AND OPERATE GLOBE VALVE � POC POINT OF CONN. BETWEEN SYSTEM FOR 24 HOURS MINIMUM(RN DOMESTIC WATER --- - GLV (STRAIGHT NEW AND EXISTING AS NECESSARY,PREPARE SWOP DRAWINCs5 FOR BE RESPONSIBLE FOR ALL CUTTING AND PATC 4NG NECESSARY FOR AI CHMACr OP IRCORD SYSTEMS At MAX FLOW FOR A MINIMUM OF ONE HHALF PATTERN) }Nv_ELEV.INSTALLATION OF ALL NEW WORK BEFORE THE COMPLETION OF T1-E WOFZIC ELEVATION !1121 HOUR. REMIOVE ROUCsI-ING SCREEN AND INSTALL INSTALLATION TO VERIFY COORDINATION OF WORK NORI'I,AL SCREEN AFTER TWO WEEKS OF NORMAL OPERATION MD MOTORIZED ' BETWEEN TRADES No C nWx(Nor SHOWN ON TIE CONTRACT DoGLNPIEN'S) SHALL aE GLOBE VALVE DN DOWN INSTALL NEW NORMAL SCREEN. DONE WITHOUT TIE APPROVAL OF T1+E ARCWITECT AS TO LOCATIONS, DAMPER GLV (ANGLE PATTERN) TOD TOP OF DUCT (A.F.F.) . 5. RBER TO THE ARCHITECTURAL DIVISION FOR EXACT B DUCTWORK INSTALLATION METHOD AND EXTENT OF THE CUTTING. LOCATION OF L SEAL ALL SEAMS(LONGITUDINAL AND TRANSVERSE) AIR BDD r BUTTERFLY BOP BOTTOM OF PIPE ��� ALL VISIBLE FIXTURES, EQUIPt^r=NT AND AIR TIGHT WITH WAROCAST NO 601 NON-H�ENINKs,ELASTIC 2% REPAIR ALL ACCIpE NTAL OR INTENTkJNNAL DAMAGE TO MATCH BDD BACKDRAFT . '{'tI�-- BFV VALVE AFF ABOVE FIN. FLOOR DEVICES SEALANT OR EQUIVALENT. EXISTING CONSTRUCTION WITH NO NOTICEABLE DIFFERENCE IN DAMPER Denvw.°°b'ad° L DUCT DIMENSIONS ARE INSIDE CLEAR CONTINUITY,APF TEAMANICE OR FUNCTION. NTS NOT TO SCALE A FINAL LOCATION OF ALL THERPMOSTATroS IN FINISHED 2_ DIFFUSER NECK SLXE IS SAME AS FLEXIBLE DUCT SIZE By BALL VALVE �MA ;R EXISTING ARROW INDICATES SPACES AND ALL 3_ UNLESS OTHERWISE NOTED,ALL GI-LATICES IN pIRECtLON 30 IF UNABLE .To OBTAIN WITHIN 90x. of T1� REaLIIRED CPM DUCTWORK NO �- DIRECTION 01" FLOW n�src,�ASCHr�cr ROOM AIR SENSORS SHALL BE AS INDICATED ON THE SHALL me MADE Wh'H RADIUS ELBOWS WITH RADIUS TO GAIANTITIES IN ANY TERMINAL UNIT,AIR DIFFU151ON DEVICE,BRANCH OR CHANGE - - GC GAS COCK ARCHITECTURAL DRAWINGS. IF NOT SWOW14 ON THE CENTERLINE EQUAL TO IS DUCT WIDTH. MAIN DUCT,NOTIFY ENGINEER IMMEDIATELY,THEN PERFORM[ A VISUAL. PITCH DOWN ARCHITECTURAL DRAWINGS,MELD COORDINATE WITH 4 WWERE REQUIRED FOR SPACE CONSTRAINTS, PROVIDE INNSPr�--_CTION AND/OR PITOT TUBE TRAVERSE TO IDENTIFY THE SOURCE OF HART I HOWERTON ARCHIIEGI PRIOR TO INSTALLATION- MITERED ELBOWS WITH TURNING VANES AS FOLLOWS: THE OBSTRUCTION. REMOVE THE OBSTRUCTION AND RE-BALANCE, NW YENUE,?4hW YORK A FOR DUCT WIDTHS OF 36' OR LESS, F4wvIDE -~-~- EXISTING � PV PLUG VALVE MANUFACTURED SINGLE WIDTH TURNING VANES,WITH DUCTWORK TO O T THERMOSTAT ELF CooIRL INATIo NO TRAILING EDGES AND SPACING N ACCORDANCE py HOSE END Wh14 SMACNA DUCT C0NSTFLCTWN STANDARDS FOR BE REMOVED DRAIN VALVE M0M0E&N 1NL OH H HUMIDISTAT 'STANDARD SPA-NG'. LAOUVERS5 AVON.COLORADO 10. VERIFY THE ELECTRICAL SERVICE PROVIDED BY THE B USE DOUBLE 7HIC 0 EW CAIRI-010 15LAPES WITH FIRE DAMPER � S soup STATE xHCr ICAL t�MCnENC NIMM ELECTRICAL. CONTRACTOR BEFORE ORDERINGS ANY TRAILING EDGES FOR DUCT WIDTFIS GREATER TWAIN 3L ALL MECHANICAL LOUVERS LOCATED ON EXTERIOR WALLS SHALL BE ® FD ( TEMPERATURE/ SPEED CONTROLLER 1 1 2 HOUR M-H FNGnNSwts,Pc MECHANICAL EQUIPMENT REQUIRING ELECTRICAL 361. SHOWN AND DIMENSIONED ON ARCHITECTURAL DRAWINGS AND CO r-0iQM UNLESS OTHERWISE1 TPR PRESSURE AVON.00LORAW CONNECTIONS, 5. ALL FLEXIBLE DUCTS SHALL Not BE LESS THAN 4',NOR To MECHANICAL REQUIREMENTS.REQUIRED LOUVER FREE ALAS ARE NOTED) RELIEF VALVE O 2 SMOKE DETECTOR GREATER TAM 15' IN L-E"TW. INSTALL FLEXIBLE INDICATED ON DIVISION 19 DRAWW--6- IT IS THE RESPONSIBILITY OF CPfiLE GrNMM DUCTWORK SUCH THAT-. THIS CONTRACTOR t0 CONFIRM THE REQUIRI=D I AREA HAS BEEN � ASR ENGTNa> .044 A MINIMUM OVERALL L.EMGT14 OF 3D, STRAIGHT INTO PROVIDED PRIOR TO CONNECTION To T14AT LOUVER FIRE/SMOKE GENERAL � UC DOOR UNDERCUT VAU,COLOaADO ll PROVIDE HIGH EFFICIENCY MOTORS I NT, 1M NECK OF DIFP.SM DIVISION 15 SHALL PROVIDE ALL LOUVER PLENUMS. Q FSD DAMPER (1 1/2 x NO. DETAIL SERVICE FACTOR ON ALL. EQUIPMENT, MOTORS Mal ALL BE CAPABLE OF OPERATINNs CONTINUOUSLY AT 15 MAXIMUM OF L35 DEGREES OF TOTAL TURNINCs IN HOUR UNLESS PRO)B(T NUMBER: ?A�00.00 MOP UNDER JOB-SITE CONDITIONS AND ALTITUDE. ENTIRE LENGTH OF FLEXIBLE DUCT. c.a*TpuctloN %awLATION4 OTHERWISE NOTED SHEET MARKER (E) (E) EXISTING C. MINIIMU M TURNINCs RADIUS OF R = 15D. D. WaERE: 32. WHERE ExISTMCs OR NEW MECHANICAL 12. UNLESS NOTED OTHERWISE,ALL MECHANICAL 0 D • FLEXIBLE DUCT DIAMETER SYSTEMS ARE USED (N) (N) NEW ISSUE REVISION DATE ^ _ LOW PRESSURE EQUIPP'ENt H?�I-CALL BE PROVIDED WITH HOA SuMTCH • R = 1Z+ADitlS of tIRN AS MEASURED t0 FOR TEMPORARY vENT1LA110N OR CLIMATE V X LETTER SECTION AND STARTER COMPATIBLE WITH EQWPMENT AND cENERLINE OF DUCT. CONTROL,MECHANICAL EQl,IIPMENT INSTALLER sHALL FLEXIBLE DUCT X SHEET MARKER BM SYSTEM. STARTERS SHALL BE PROVIDED BY PROVIDE CONSTRUCTION FILTERS,MAINTAIN R (R) RELOCATED 04 CO[rHST DOC DIVISION 5 UNLESS IN A MOTOR CONTROL 6- RETURN AIR PLENUM: TIE HVAC SYSTEM WILL USE TWE EQUIPMENT, AND CLEAN,ADJUST AND PUT IN NEW CONICAL TAP C ATM ALL DISCONNEGTSa 31-GALL BE FURNISHED BY SPACE ABOVE T1 4E CEILING ON EACH FLOOR AS A RETURN CONDITION BEFORE mulLoING OGOUPANCY. PAwa IFOR PERMrr 0723.04 DIVISION I6. AIR PLENUM. CONTRACTOR SHALL CONFORM To T1E AND LABOR WARRANTY SHALL CONICAL SPIN-IN FTTMNGS FITTINGS REG2.NREMENTS OF NFPA AND LOCAL CODE REQUIREMENTS NOT BE CONSIDERED TO START UNTIL .4CCEP`TAN=OF FITTING VII/ MANU F 13. THE ELECTRICAL POWER FOR CERTAIN EQUIPMENT FOR ALL MATERIAL INSTALLED M TWE RETURN AIR SYSTEM BY OtLINER VOLUME DAMPER 05/06 CONST DOC 08.13.04 PROVIDED UNDER DIVISION rp, HAS NOT BEEN PLENUM. FC FLEXIBLE PIPE U UNION SPECIFICALLY NDICATL� ON THE ELECTRICAL A IN ADDITION,TI-E CONTRACTOR SHALL PROVIDE A CONNECTOR 07 BLDG.2/CONST. 09.02.04 COMPLETE RETURN AIR PATH BETWEEN ALL RETURN VAV BOX CONCENTRIC DRAUNNIGS AND MUST 19E PROVIDED BY AND FIELD AIR DEVICES (GRLLL.ES ETC.) AND THEIR s3TRlJGTIJ14Fs ��((ffff(.(� THERMOMETER �- CR REDUCER 08 BIaG.3/C(}NST. Q9.24.Q4 COORDINATED BY THE DIVISION L5 TRADE REGlI.LIRNCs SUCH POWER RESPECTIVE HVAG UNIT. MAXIMUM ER DWELL ECCENTRIC VELOCITY OF RETURN AIR IN PLENUM 38. DO NOT PENETRATE ANY STRUCTURAL. MEMBERS OR PRE- DIFFUSER NECK SIZE -� ER S;,RNIS E POWER FOR TNIS PURPOSE SHALL BE SHALL GENERALLY NOT EXCEED 250 CAST CONCRETE UNLESS OTHERWISE SPECIFICALLY � TYPICAL OF MAY MANUAL AIR VENT REDUCER �HI.DG.4/CONST. 10.11.D4 FURNISHED N 'SPARE', DEDICATED CIRCUIT FEET PER MINUTE,NOR EXCE=ED 1W FEET NOTED ON TT-E DRAWINGS, OR PRE-APPROVED BY M � EXPANSION CAPACITY N DIVISION 16's PANELBOARDS. ALL PER MINUTE At ANY CROSS-SECTION OF THE STRUCTURAL ENGINEER A 9 2) PRESSURE EJ JOINT 10 BLDG.5/CONST. 10.25.04 WIRINGS,CONDUIT AND ELECTRICAL DEVICES TWE RETURN AIR PATH DOWNSTREAM OF THE PANELBOARDS IS THE 3% ALL EQUIPMENT SUPPORTS SHALL BE ATTACHED TCUBIC 0 PG GAUGE W/GAUGE AC ALIGNMENT RESPONSIBILITY OF THE DIVISION Es TRADE TO THE LOAD BEARING MEMBERS OF STRUCTURAL FEET PER MINUTE COCK GUIDE 5B IN-PROGRESS 1122-04 REQUIRING T1E POWER UNLESS OTHERWISE SHOWN ON ELEMENTS. DO NOT OVER-STRESS ANY STRUCTURAL SYMBOL/DESIGNATION 6A IN-PROGRESS 1 F.22a4 THE ELECTRICAL DRAUANGS. MEMBERS. CONTACT STRUCTURAL ENGINEER FOR / s�cH1 EQUIPMENT is W>=REBY DEFINED AS: 20. SIZE CONTROL VALVES FOR MINIMUM 5',MAXIMUM 12' OF AL.LOWAME LOADS FOR SPECIFIC MEMBERS, IF IN DOUnt. * ,NOTE: H D H C IPI G IS 110' UNLESS NOTED OTHERWISE. 6A/7A/8A/4A/10A/I1 WATER PRESSURE DROP''. SIZE BALANCING VALVES SO THAT SCHEDULED ROW RATE UALL CAUSE 11-E VALVE TO BE AT A- tphPERATURE CONTROL PANELS,CONTROL AIR LEAST 10 DECREES CLOSED,BUT NOT EXCEED FINAL CONST 01.03.05 COMPRESSORS AND APPROXIMATELY 10' OF WATER PRESSURE DROP-CONTROL LINE VOLTAGE POUTER FOR 24v CONTl M VALVES AND BALANCING VALVES WILL CENtERALLY NOT BE PAOO A� 12 ADDENDUM 1 01.12.05 TRANSFORMERS. REQUIRED CONNECTION ARE LINE SI]E. p•''.�t •C'�Sr INCLUDED IN DIVISION 159x0 AND WILL BE A U�;: P - 7% 16 ADDENDUM 5 05.16.05 SHOWN BY TWAT CONTRACTOR'S CONTROL A UNLESS OTHERWISE NOTED, ALL OTHER SUBMITTAL DRAWINGS VALVES AND APPURTENANCES SHAI..L BE LINE SIZE. 337 F. IT 15 NOT PERMISSIBLE TO UtILIZE 'SPARE' POWER FROM �� ADJACENT POWER CIRCUITS t0 SERVE ANY OF THE ABOVE 21. ISOLATE ALL PRESSURIZF� PIPING WATER SRANGIES S LOADS. ALL rcxIER Must COME FROM DEDICATED H;OR EAC44 Mft* .BRANCH. ITEM OF EQUIPMENT AND AREA •••••••-•'' CIRCUITS SERVED. 22. PROVIDE PRIMER$ FOR AL.L FLOOR DRAWS AND FLOOR SINKS SHOWN ON DRAWINGS PRIMERS MAYBE CONNECTED to FLUSH FIXTURES OR BE STAND ALONE 23, NO DOMESTIC WATER OR WEAtrNG WATER CITE MECHANICAL S SHALL BE NOTES AND LOCATED EXPOSED IN 1~NISHED SPACES OR BELOW THE BUILDING SLAB UNLESS SHOWN OTHERWISE ON THE DRAWINGS. gg 24 NO GAS LINES SHALL BE LOCATED BELOW BUILDING SLAB. 9 25, ALL CURDS,ROOF JACKS,ROOF THIMBLES,SANITARY LEGEND VENTS, ROOF:5ST ,ETC,WALL BE AT TWE ROOFNGYSTEM TO DE PROVDED E F�j A RCHITECtURAL REVISION FOR REQUIRED RAS14NG DETAILS 'a 26. WARRANTY. TWE ENTIRE MECHANICAL SYSTEM SHALL BE �a E. IVER G K�LV�. S E WARRANTED AGAINST DEFECTS IN MATERIALS AND m o.WORIQIANSNIP FOR A PERIOD OF ONE (1)YEAR AFTER �X SILO, HfiVON, L0. �9LSZ0 ACGEPTANGE OF THIN= SYSTEM BY THE OWNER '1"_= but (/no) -9151 Q 2004 42 40 ARCHITECTURE, INC. FAN SCHEDULE o�;* p� .• SYMBOL CFM TOTAL M MOTOR MIN. MAX. OPER. MAKE AND NOTES v� 3S7 1p O ALT. S.P. RP WHEEL SONES WEIGHT MODEL O *. (WAS) BHP VOLT/ DW- LBS. A B C D E F G H $; EF-1 BATHROOM (TYP-9) PANASONIC 0 2 1 1 1 3 0 1 70 0.1 101$ (15.4) - 120/1 - 0.5 3.7 FV-07VQ2 Zr EF-2 BATHROOM (TYP-6) FANTECH 0 0 1 - - - - 75 1 .25 1 2950 (44) - 115/1 - 0.5 3.7 FX4 EF-3 CRAWLSPACE VENTILATION FANTECH 0 2 1 1 1 8 0 1 75 0.4 2950 (44) - 115/1 - 0.5 3.7 FX4 2 41 1 EF-4 DRYER EXHAUST FANTECH 0 0 1 1 - 81010 95 1 0.6 1 2761 (75) - 115/1 - - - DOF110 u EF-5 UTILITY ROOM PANASONIC 0 2 1 1 1 3 0 1 Z o 70 1 0.1 1016 1 (15.4) 1 - 1 120/1 1 1 .5 3.7 FV-07VQ2 KEF-1 KITCHEN HOOD EXHAUST 0 0 1 - VENT-A-HOOD 600 1 0.3 1 1550 (2)1/25 -- 115/1 1 B200 DUAL M■■y A � 1. CAPACITIES AT 8200 FT. ELEVATION wj 2. MAXIMUM SONES SHOWN ARE AMCA CERTIFIED LEVELS BEFORE TAKING CREDIT FOR SOUND ATTENUATION OF ROOF CURB. ATTENUATOR TO REDUCE SONES 50%. V) 3. FOR SOUND ATTENUATING CURBS, SIZE FAN 7% MORE CFM THAN SCHEDULED TO ACCOUNT FOR CURB LOSS. run( 4. PROVIDE LABELS ON FANS AS TO AREAS SERVED. O NOTES x - u A. CURB D. DAMPER G. SPECIAL COATINGS W A ;4l 0. NONE 0. NONE 0. NONE a 1. FIELD--BUILT, INSULATED 1. GRAVITY BDD 1. PHENOLIC W 2. FACTORY-BUILT, INSULATED. 2. BAROMETRIC ADJUSTABLE BDD 2. EPDXY �I x 3. FACTORY BUILT INSULATED, 3. MOTORIZED CONTROL DAMPER, 115V/10 3. POLYESTER/EPDXY u cn 18" TALL. 4. MAGNETIC BUTTERFLY DAMPER LATCHES. 4. EISENHEISS BOILER SCHEDULE 4. FACTORY BUILT SOUND ATTENUATING z 5. FACTORY VENTILATED GREASE HOOD EXHAUST. w SYMBOL FU BURNER I REWD EWT LINT FLq�y ELECTRICAL FLUE BOILER GAS OPER. MAKE AND NOTES 6. FACTORY INSULATED EXTENDED HEIGHT CURB. ~ TYPES) TYPE BH OUTPUT 'F 'F GPM DIAIytETER HP PRESSURE Wr. MODEL 7. REUSE EXISTING CURB. PROVIDE INSULATED C4 B O S.L MBH " W.C. LBS. ADAPTORS AS REQUIRED. O ALT. AMPS V/0 A B C D B. SCREEN E. ACCESSORIES H. MISCELLANEOUS 0 0. NONE 1. SOLID STATE SPEED CONTROL MTD. IN MOTOR B-1,2,3,4 NAT. GAS POWER 310 250 140 160 26 12 115/1 3" - 14 200 WEIR MC-CLAIM 2 2 6 1 1. BIRD COMPARTMENT FOR BALANCING 11. NONE TION ISOLATORS. ULTRA 310 6 2. INSECT 2. ELECTRIC DISCONNECT 2. EMERGENCY POWER. 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 85'F. 4. AMCA B SPARKPROOF, 3/4 SCROLL DRAIN 5. WALL MOUNTED 2 SPEED SWITCH. AND ACCESS PANEL. 6. DRAIN CONNECTION. 5. EXPLOSION PROOF. OWNm"DHvELrOPBR GMO&-COMMENTS 7. CLEANABLE GREASE RECEPTOR. 6. 2 SPEED/2 WINDING (1200/1800). 1. CAPACITIES ARE AT 8200 FT. ELEVATION. 2. WORKING PRESSURE IS 30 PSIG. 8. THERMOSTAT AND HUMIDI5TAT 7. 2 SPEED/2 WINDING (900/1800). VAIL RESORTS 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. 1. CEILING FAN COMPANY 4. PROVIDE CONTROL TRANSFORMER AND STARTER. 5. PROVIDE REQUIRED STATE PERMITS AND INSPECTIONS. 2. CENTRIFUGAL ROOF EXHAUSTER AVON,COLORADO 3. CABINET FAN 4. WALL PROPELLER FAN ARCHrff=OFREC(= A. FLUID B. BURNER C. ACCESSORIES D. MISCELLANEOUS 5. CENTRIFUGAL UPBLAST ROOF EXHAUSTER. 6. TUBEAXIAL UPBLAST ROOF EXHAUSTER. 0. WATER 1. HI/LO FIRE 0. NONE 0. NONE 7. CENTRIFUGAL UTILITY SET. 1. 30% PROPYLENE GLYCOL 2. MODULATING 1. 30 PPM LO NOX 1. HOT WATER 8. IN-LINE FAN . J 2. 507E PROPYLENE GLYCOL 2. DOC INTERFACE MODULE 2. STEAM 3. BAROMETRIC DAMPER 3. ONE SIDE TUBE PULL Denvar,Cabrado 4. PROBE LWCO 4. END TUBE PULL PUMP SCHEDULE 5. FULL LWCO 5. BACK OUTLET FLUE MASTER P"NNER SYMBOL SERVICE GPM HEAD PUMP MOTOR DATA PUMP TYPE SUCTION/ WEIGHT MAKE AND MODEL NOTES & 6. SEALED COMBUSTION CHAMBER 6. TOP FLUE CONNECTION (FT.H2O) E F. DISCHARGE L.BS. DESIGN ARCHITECr W VOLTS / RPM A B C D E F G P PHASE SIZE HART I HOWERTON N1SW YORK,NRW 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 5,7 STRUCTURAL F7 ++R MONROE&rhW INC GRILLE, REGISTER AND DIFFUSER SCHEDULE �.� AVON,COIA�tA[7O 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 SYMBOL FACE SERVICE DESCRIPTION MAKE AND NOTES 'W . SIZE MOB- 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 , AV°N'C"O11°°-(&§=- C.1'h'1 C VlL HWANHBR P-5 HWS BLG A 2 25 10.6 205 115/1 - INLINE 2-BOLT 12.5 GRUNDFOS UP 26-96BF 2 3 6 1 2 2 Ali,COlDRA ' A PLANS SUPPLY LINEAR BAR DIFFUSER. TYPE 15 FRAME TITUS CT--481 2 412 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 2M.00 B PLANS SUPPLY LINEAR BAR DIFFUSER. TYPE 6 FRAME TITUS CT-401 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 6 1 2 2 C SEE SUPPLY SURFACE MOUNT WOOD DIFFUSERS REGGIO 4 3 2 0 _ ISSUE REVISION DATE P-8 RADIANT FLOOR BLG B 9.9 25 20.5 245 115/1 INLINE 2-BOLT 92.5 GRUNDFOS UP 26-99BF 2 3 6 1 2 2 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 15-58FRC 2 3 6 1 2 2 E SEE RETURN 1" DEEP BLADES. 45'F DEFLECTION, SPACING VARIES. L&D BRICK VENT 1 2 0 0 FOR PERMIT 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 07 BLDG.2/CANSI,. 090204 G GENER& COMM EM°S 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. ®BLDG 4/CONST. 10.11.04 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. 10 BLDG.S/CONST. 10.25.04 TRANSFER GRILLES. AIN-PROGRESS 1122.04 4. NC VALUES SHALL BE A MAXIMUM DF 30, BASED UPON ROOM ABSORPTION RATE OF 10 db, RE 10'z WATTS. A, FLUID C. TYPE E. ISOLATION G. MISCELLANEOUS 5. SEE PLAN FOR NECK SIZES NOT CALLED OUT IN SCHEDULE. 1. WATER 1. CLOSE COUPLED BASE MOUNTED CENTRIFUGAL 0. NONE 1. EMERGENCY POWER 6. CEILING DIFFUSERS 4-WAY BLOW UNLESS NOTED OR REQUIRED. 2. 30% GLYCOL/WATER MIX 2. FLEXIBLE COUPLED BASE MOUNTED CENTRIFUGAL 1. NEOPRENE PADS 2. FLUSHED SINGLE TUNGSTEN 11 IN-PROGRESS 11.22.04 7. CEILING RADIATION OR FIRE/SMOKE DAMPER AND RATED BLANKET WHERE SHOWN OR REQUIRED. 3. 3576 GLYCOL/WATER MIX 3. IN-LINE, HORIZONTAL SHAFT CENTRIFUGAL 2. 4 POINT ISOLATORS CARBIDE SEAL WITH FILTER ON 4. 507 GLYCOL/WATER MIX 4. IN-LINE, VERfICAL SHAFT CENTRIFUGAL 3. CONCRETE INERTIA BASE FLUSH LINE (CWS) 6A/7A/8A/9A/l0A/11 .Narm, 5. STEAM CONDENSATE RETURN 3. ALL 316SS A. MATERIAL B. FIN TEFLON C. DAMPER D. ACCESSORIES 6. INLINE, WET ROTOR ALL WETTED PARTS IMPELLER,PARTS. TEFL FINAL CONS1' 01.03.05 1. ALUMINUM 1. OFF--WHITE 0. NONE 0. NONE B. FLUID TEMPERATURE D. SUCTION DIFFUSER F DUTY PACKING. 2. STEEL 2. CLEAR ANODIZED. 1. OBD 1. MINIMUM LIMIT STOP 1. 45 F 1. NO 1. VFD EPDM COUPLER 4. OPERATION AS SINGLE PUMP IN ADDENDUM 5 05.16.05 3. PLASTIC 3. MILL. 2. LOCKING QUADRANT 2. HONYCOMB EQUALIZER GRID IN 2 80' F PARALLEL ARRANGEMENT 4. WOOD 4. COLOR BY ARCHITECT DAMPER IN DUCT. NECK FULL LENGTH OF SLOTS 2• YES INVERTER DUTY MOTOR, 5. PRIMARY/STANDBY OR SINGLE. PUMP OPERATION. ADO RAG 3. TYPE 16 CURVED FRAMES TO 3. 140' F CONTROLLER 6. PROVIDE SPARE MOTOR a'SL P 4. 180' F 2. CONSTANT SPEED J •-• �4�, MATCH DUCT DIAMETER 7. DDC INTERFACE MODULE G.•v' C ?� � 4. 90' SECTDRIZING BAFFLES 8. FACTORY MOUNTED CONTROL PANEL of 33749 a • FOR 1, 2, OR 3---WAY BLOW. 5. SAFETY CHAIN DISCHARGEEPRESSURE GAUGE, INLET STRAINER. 6. TAMPER PROOF SCREWS STARTER, ALTERNATOR. �•.M-•-•-�.� 7. CONCEALED FASTENERS MISCELLANEOUS EQUIPMENT SCHEDULE L SYMBOL LACA'ION TYPE DESCRIPTION MAKE D MODEL UH MECHANICAL SCHEDULES IN SOUS INDI T ATER HEATER. TlN E ROOMS WATE HEATER 6.0 , 361 GPH FI HOUR, 337 GPH CO NUOUS. MAX 109 40F DOMESTIC WATER IN, 120E DOMESTIC WATER OUT. 20 GPM 160F FEED BOILER WATER, 140E RETURN BOILER WATER. M-E- ENC,1NEEi�S; INC. LANS HYDRON IC HYDRONIC BASEBOARD. 160F ENTERING WATER. 1 GPM FLOW. 450 SLANTFIN Fhu OD[�E. $IVES CEK$ILVQ StllrE 301 BASEBOARD BTU/FT OUTPUT. FINE/LINE 30 M003$DX M, Af�U, w Rx" 4 . 00) " 000 FAX: (910) -BSI 1 C) 2004 42140 ARCHITECTURE, INC. 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