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B05-0016 Plans (volume 1 architectural A431-A535 pages 302-351)
I I i CLOCK MECHANISM RECESSED INTO W 6' -0" CLOCK FAC W/ BRONZE DIAL ROMAN NUMERALS ALL CLOCK COMPC MAN U F. CAST STONE CAP & COPPER PAN FLASHING Y EL. =E CAST STONE SUR & COPPER FLASI- ALUM CLAD WOOL DOOR CONCRETE TOPPIIN CONCRETE W/ SIv DRAINAGE SYSTEM L EL.=F BUILT -UP CEDE FASCIA PROFILE FR.TRTD. TIMBER BRACKETS WITH DECORATIVE CUTS. WOOD POSTS, RA AND DECORATIVE PICKETS, TYP L EL.=F L `` U I GU - V SECTION -TOWER ROOF GABLE 0 j' =1/4" A- 30— WSC -02 SECTI 1' =1 /4" A- 30— W5C -02 CONRETE TILE ROOF PAINTED STUCCO 30" MIN. OVERHANG 12"x12" FIRE R. TREATED WOOD TIMBERS, TYP CAST STONE CAP CAST STONE PLATFORM SURROUND CAST STONE BELTLINE PAINTED STENCIL DESIGN ON STUCCO, TYP. WOOD POSTS, RAILING AND DECORATIVE WOOD PICKETS, TYP SOLID WOOD CORBEL BALCONY SUPPORT, DECORATIVE CUT, TYP 3/A570D PAINTED STUCCO CAST STONE CAP CAST STONE BASE I LINE OF I BLDG. PIVOT ENLARGED NORTH ELEVATIO 1' =1/4" PAINTED STUCCO ,, LEVEL 3 EL.= 8154 -0" CAST STONE SURROUND, TYP. PTD. MTL. RAILING PAINTED STUCCO WALL J. LEVEL 2 EL. =8143 0' CAST STONE BASE LEVEL 1 EL. =8128 -0" OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD M , A L ID Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAII, COLORADO IN ITMOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD FROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 ENLARGED WALL SECTIONS INTERIOR COURT i 11.6 CONCRETE TILE ROOF A431 C D B A PftOfECf N ;. PROJECT KEYPIAN E.4 G RE: PLANS cv 6 A573A 5 A573 \\ `� u� l I ............... .......... q 4 A573A uj 77 3 A573 fN j CEMENTITIOUS VERTICAL SIDING — FAUX WOOD FINISH . / 2 A573A 1 DECORATIVE COPPER CONDUCTOR, DOWNSPOUT AND BRACKETS, TYP. PAINTED RAISED STUCCO SURROUND 1 A573A ■ 1 /A573A 1 1 A573A SIM. PAINTED STUCCO, TYP. WOOD POSTS, RAILING AND DECORATIVE PICKETS, TYP CAST STONE BELTLINE, TYP. WOOD BALCONY PROFILE, SOLID WOOD BALCONY SUPPORT CORBEL BRACKET, DECORATIVE CUT, TYP H CAST STONE CAP PAINTED STUCCO FIXED FABRIC AWNING W/ DECORATIVE METAL BRACKETS CUSTOM ALUMINUM STOREFRONT, TYP. CAST STONE STOREFRONT SURROUND & BASE I --------------- `�'EL.=8200'—O" —CAST STONE EAVE PROFILE w , , 0 "Isd A 1 J "NO U F Fi F04 'F04 F04 F04 Z F04 F04 F04 `�'EL.=8200'—O" —CAST STONE EAVE PROFILE ORNAMENTAL COPPER SPIRE _10 TOP OF STL DECK EL.=821 V-0" CONCRETE TILE ROOF — PREFABRICATED COPPER TURRET ROOF, FINISH "B" ,-6LEVEL 7 CAST STONE BELTLINE, TYP. A LEVEL 6 EL.=8189'0 " PAINTED STUCCO INLAY, TYP. �— PAINTED STUCCO � LEVEL 5 ' EL.=8178'—O" ISED RROUND ON - CAST STONE RAILING & BALU§;,RADE C ST.. STONE FILE STel , NF VFNEER WALL CAST STONE ARCH CAST STONE COLUMN, BASE CAPITAL EN OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YOM NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPU%IE ENGINEERING, INC. VAU, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 C B PROJECr N 49& PROJECT KEYPLAN ENLARGED WALL SECTIONS INTERIOR COURT ENLARGED WALL SECTION A—WSC-26 1 LEVATION AELCT01 w ggnk g " A 1 J "NO U F Fi F04 Z F04 F04 F04 j E4 I S: ORNAMENTAL COPPER SPIRE _10 TOP OF STL DECK EL.=821 V-0" CONCRETE TILE ROOF — PREFABRICATED COPPER TURRET ROOF, FINISH "B" ,-6LEVEL 7 CAST STONE BELTLINE, TYP. A LEVEL 6 EL.=8189'0 " PAINTED STUCCO INLAY, TYP. �— PAINTED STUCCO � LEVEL 5 ' EL.=8178'—O" ISED RROUND ON - CAST STONE RAILING & BALU§;,RADE C ST.. STONE FILE STel , NF VFNEER WALL CAST STONE ARCH CAST STONE COLUMN, BASE CAPITAL EN OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YOM NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPU%IE ENGINEERING, INC. VAU, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 C B PROJECr N 49& PROJECT KEYPLAN ENLARGED WALL SECTIONS INTERIOR COURT ENLARGED WALL SECTION A—WSC-26 1 LEVATION AELCT01 w g " ell, F04 j E4 I S: ORNAMENTAL COPPER SPIRE _10 TOP OF STL DECK EL.=821 V-0" CONCRETE TILE ROOF — PREFABRICATED COPPER TURRET ROOF, FINISH "B" ,-6LEVEL 7 CAST STONE BELTLINE, TYP. A LEVEL 6 EL.=8189'0 " PAINTED STUCCO INLAY, TYP. �— PAINTED STUCCO � LEVEL 5 ' EL.=8178'—O" ISED RROUND ON - CAST STONE RAILING & BALU§;,RADE C ST.. STONE FILE STel , NF VFNEER WALL CAST STONE ARCH CAST STONE COLUMN, BASE CAPITAL EN OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YOM NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPU%IE ENGINEERING, INC. VAU, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 C B PROJECr N 49& PROJECT KEYPLAN ENLARGED WALL SECTIONS INTERIOR COURT ENLARGED WALL SECTION A—WSC-26 1 LEVATION AELCT01 STUCCO CHIMNEY W/ CONCRETE TILE STUCCO PROFILE CONCRETE TILE ROOF STAINED WOOD FASCIA, BRACKETS AND DECORATIVE SUPPORTS jj�LEVEL 7 1-011 V EL. =8200 STAINED WOOD WINDOW & DOOR SURROUND WOOD POSTS, RAILING, DECORATIVE PICKETS, AND BALCONY PROFILE LEVEL 6 - V EL. =8189 �O SOLID WOOD BALCONY SUPPORT CORBEL BRACKET, DECORATIVE CUT, TYP J LEVEL 5 '_ �'EL.=8178 0" PAINTED STUCCO WALL STAINED WOOD TRIM OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD um L Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HARTIHOWERTON NEW YORK, NEW YOM STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SUFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 x ISSUE REVISION DATE 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 Dj B PF,OjEcr N PROJECT KEYPLAN ENLARGED WALL SECTIONS INTERIOR COURT INTERIOR CORNER ELEVATION 1'= 1 /4" AELCT02 J�LEVEL 4 V EL.=8167' J�LEVEL 3 1-011 V EL-=8156 CAST STONE CAP tl ORNAMENTAL COPPER FI N IAL PREFABRICATED COPPER TURRET ROOF CEMENTITIOUS VERTICAL SIDING - FAUX WOOD FINISH CAST STONE SILL, TYP. DECORATIVE COPPER CONDUCTOR, DOWNSPOUT AND BRACKETS, TYP. PAINTED STUCCO, TYP. RAISED PAINTED STUCCO BELTLINE, TYP. CAST STONE CAP STUCCO CHIMNEY W/ CONCRETE TILE K) CONCRETE TILE ROOF 4; LEVEL 7 EL. =8200 -0" CEMENTITIOUS VERTICAL SIDING - FAUX WOOD FINISH LEVEL 6 EL. =8189 -0" WOOD SHUTTERS WITH ORNAMENTAL IRON SHUTTER DOGS, TYP PAINTED STUCCO J� LEVEL 5 EL. =8178 -0" PAINTED RAISED STUCCO SURROUND, TYP. RAISED PAINTED STUCCO BELTLINE LEVEL 4 EL.= 8167' -0" OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD 4 Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SI FER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 WOOD POSTS, RAILING & DECORATIVE METAL PICKETS CAST STONE BALCONY PROFILE & DECORATIVE SUPPORTS LEV EL 3 EL. - 8 51 6 PAINTED RAISED STUCCO ARCH & SURROUND CAST STONE CAP PAINTED STUCCO JI LEVEL 2 - "EL 814,3' CAST STONE ARCH & SURROUND FIXED FABRIC AWNING W/ DECORATIVE METAL BRACKETS CUSTOM ALUMINUM STOREFRONT CAST STONE BASE _ LEVEL 1 EL. =8128 -0" ISSUE REVISION DATE 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT' /BID 02.15.05 C B F%OjEcr N PROJECT KEYPLAN ENLARGED WALL SECTIONS INTERIOR COURT V =1/4 ED EAST ELEVATION t FLAT SEAM PREPATINATED COPPER ROOF & FASCIA, TYP. THREE -TONE PAINTED STUCCO CLOCK FACE AND CLOCK WORKS, TYP. BLACK SYNTHETIC SLATE FLAT SEAM PREPATINATED COPPER ROOF, GUTTER, & FASCIA, TYP. CAST STONE SURROUND, TYP. PAINTED STUCCO, TYP. CAST STONE BELT COURSE WOOD POSTS AND RAILING, TYP, WROUGHT IRON RAILING, TYP. CAST STONE BALCONY PROFILE, TYP. CUSTOM DECORATIVE LIGHT FIXTURE, TYP. CAST STONE ARCH, SURROUND, & FIELD OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT .HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAn,, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 004 PRICING PKG. 06.21.04 005 CD FROG. 1 01.14.05 006 PERMIT /BID 02.15.05 C E____ 7j A PROJECT N PROJECT KEYPLAN 2 ENLA A- 04— WSC- 01.DWG ENLARGED PARTIAL ELEVATION 1 SCALE: 1/4" = -0" A- 04 —EL —I 1.DWG FACADE 4 EAST ELEV. & WALL SECTION A435 LEVEL 7 EL.=8200' CEMENTITIOUS VERTICAL SIDING - FAUX WOOD FINISH J�LEVEL 6 11' EL. = 8189'- 0 DECORATIVE COPPER CONDUCTOR, DOWNSPOUT AND BRACKETS, TYP. WOOD BALCONY SUPPOR CORBEL BRACKET, DECORATIVE CUT, TYP CAST STONE BELTLINE, TYP. J,LEVEL 5 EL.=8178'-O" PAINTED RAISED STUCCO SURROUND, TYP. PAINTED STUCCO, TYP. OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD wax Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YOM NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VA11,COLORADO INTERIOR DESIGN SAFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER; 20826.01 ISSUE REVISION DATE ENLARGED WALL SECTION r- ) 1' =1 /4" A-WSC-27 ENLARGED EAST- 1'=1/4" AELCT01 J�LEVEL 4 71' EL. - 81 8167' -0" J�LEVEL 3 71' EL.=8156'-0" CAST STONE COLUMN, CAPITAL AND BASE, TYP CAST STONE CAP STONE VENEER WALL ESCALATOR BEYOND J�LEVEL 2 EL=8139'-0" DESIGNATED LOCATION FOR PATRON ART CAST STONE BASE, W. CAST STONE CAP TYP. � LEVEL I EL.=8128'-0' C] Dj PP,OJBcr N PROJECT KEYPLAN ENLARGED WALL SECTIONS INTERIOR COURT W, A NIWL""Itl�o]" 004 PRICING PKG. 06.21.04 005 CD FROG. 1 01.14.05 006 PERMIT /BID 02.15.05 C] Dj PP,OJBcr N PROJECT KEYPLAN ENLARGED WALL SECTIONS INTERIOR COURT W, A NIWL""Itl�o]" _VE I 2 - 8139 -0 OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD HZI L Denver, Colorado MAS'T'ER PLANNER DESIGN ARCHTTECT HART HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO SECTION -- TRANSVERSE Scale: 1/4" A- SC- 92- ESCALATOR.DWG SECTION - TRANSVERSE Scale: 1/4 " =V -0" A- SC- 92- ESCALATOR.DWG "LOSET 43.01 Lj 243.31 43.23 43.31 ENTRY 43.07 243.01 CLOSET 243.33 BATHROOM 243.22 RE: 5/A482 43.33 43 6 43.22 MASTER BEDROOM 243.06 43.06 f l rq�ENLARGED PLAN -- LEVEL Scale: 1/4"=V-0" 2 A- FP- L2.DWG ENLARGED PLAN- LEVEL Scale: 1/4"=V-0" Ll A- FP- L1.DWG PROJECT NUMBER 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 C 11 7 B D VA � N PROJECT KEYPLAN ENLARGED WALL SECTIONS INTERIOR COURT A430JD OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAII, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO SECTION- TRANSVERSE Scale: 1/4"=V-0" A- SC- 92- ESCALATOR.DWG SECTION - LONGITUDINAL Scale: 1/4"=V-0" A- SC- 92.DWG G1 1921 PROJECT NUMBER 20826.01 ISSUE REVISION DATE 006 PERMIT /BID 02.15.05 N PROJECT KEYPLAN ENLARGED WALL SECTIONS INTERIOR COURT 17 I I ORNAMENTAL COPPER FINIAL, RIBBED SEAM COPPER TILE ROOF PRE - MANUFACTURED DD PROG. 2 ROOF ASSEMBLY 004 PRICING PKG. � T. 0. BEAM _ - _ V EL. =8215 -7 ' COPPER CORNICE W/ 006 BUILT -IN 20 OZ. COPPER GUTTER Tom_ O.RAFTER © CL — Z - EL. 821 -8210 1 1 " 4 T.O.BEAM - V EL. = 8209' -1 1 " CAST STONE ARCH PROFILE �! f STEEL COLUMN, (I RE: STRUCT. CAST STONE CLAD (( COLUMN ON CAST STONE I CAP STUCCO SYSYTEM ON AIR BARRIER ON GWB SHEATHING L _ _ LEVEL 7 0t-011 EL. - 0202 1 4' -0" ITO CL BEAM I STUCCO RECESS 6' -0" TO CL BEAM _ "V LE VEL 4 EL.= 8167 -0'' WOOD BALCONY SUPPORT CORBEL BRACKET, DECORATIVE CUT CAST STONE COLUMN, CAPITAL AND BASE CAST STONE WINDOW SILL STONE VENEER L EVEL 2 EL.= 8143 -0" _ LEVEL 1 EL. - 8128 0' ENLARGED WALL SECTION SCALE: 1/4" = 1 -0" A— WSC -19 SLOPED COLORED CONCRETE W/ SNOW MELT & DRAINAGE SYSTEM WOOD BALL FINIAL, POSTS, RAILING AND DECORATIVE PICKETS " SLOPED CONCRETE SLAB ON �- METAL DECK ON STEEL BEAM, RE: STRUCT. _ J�LEVE 6 YYEL.=8189 0' WOOD DECK PROFILE WOOD BALCONY SUPPORT CORBEL BRACKET, DECORATIVE CUT _ _�5 EL. - 8178 0' ALUM. CLAD WINDOW, TYP. RE: WINDOW SCHED. COPPER FLASHING ON CAST STONE WINDOW SILL F.9 CAST STONE CHIMNE CAP CAST STONE - BELTLINE, TYP. PAINTED STUCCO SURROUND, TYP. COPPER ROOF CAST STONE SURROUND, TYP. G.9 0 ORNAMENTAL COPPER SPIRE j_� ENLARGED PARTIAL E SCALE: 1/4" = 1' -0" AELRNO2 PREFABRICATED COPPER ROOF CAST STONE ARCH, TYP. CAST STONE COLUMN, CAPITAL & BASE PAINTED STUCCO WITH CAST STONE CAP Ak LEVEL 7 EL. =8200 0' WOOD POSTS, RAILING AND DECORATIVE PICKETS, TYP. WOOD BALCONY SUPPORT CORBEL BRACKET, DECORATIVE CUT, TYP CAST STONE BELTLINE, TYP. LEVEL 5 EL. =8178 -0" PAINTED STUCCO, TYP. DECORATIVE COPPER CONDUCTOR, DOWNSPOUT AND BRACKETS, TYP. LEVEL 4 EL. =8167 -0 LEVEL 3 EL. =8156 -0" CAST STONE COLUMN, CAPITAL AND BASE, TYP PAINTED STUCCO CAST STONE CAP STONE VENEER WALL & COLUMN, TYP. J� LEVEL 2 EL.= 8143' -0" FIXED FABRIC AWNING W/ DECORATIVE METAL BRACKETS CUSTOM ALUMINUM STOREFRONT, TYP. CAST STONE BASE, TYP. OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART (HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD FROG. 1 01.14.05 006 PERMIT /BID 02.15.05 C ;: D B A PROJECT N PROJECT KEYPILAN d ENLARGED WALL SECTIONS WEST C URTYAR kRGED WALL SECTION 4" = V-0" A—WSC— RAFTERS ,RGEBOARD" RAFTER WITH ,ID CHAMFER 4 ON AIR BARRIER ING NOW MELT & v! L TREATED :ER CORBEL m1laoismill DOW, V SCHED. HINTED A ON AIR BARRIER ING DFILE COLUMN CAPITAL AILING & <ETS t - K PROFILE ( E. ORNAMENTAL 0 ".BARGEBOARD" RAFTER WITH SCROLL CUTS AND CHAMFER CONCRETE TILE ROOF _.METAL RAIL & DECORATIVE PICKETS iii ii7 NN ---CAST STONE- BALCONY PROFILE j� LEVEL EL.=8200 RA ISED STUCCO SURROUND, PAINTED, TYP. E 5 0 - I Mimi J LEVEL 6 IF E L. = 818 9- 5" WOOD SHUTTERS WITH ORNAMENTAL IRON SHUTTER DOGS, TYP - PAINTED STUCCO J�LEVEL 5 EL.=8178 J�LEVEL 4 E L. = 816 - CAST STONE PROFILE J�LEVEL 3 EL.=815 CAST STONE COLUMN, BASE CAPITAL RAISED STUCCO SURROUND, PAINTED, TYP. - METAL RAILING & DECORATIVE PICKETS CAST STONE BALCONY PROFILE J�LEVEL 2 E L. = 81 47 _-C' S14 I II � 1=1 8 CUSTOM DECORATIVE EXTERIOR LIGHT FIXTURE, TYP. CUSTOM ALUMINUM STOREFRONT STONE VENEER COLUMN, TYP, CAST STONE BASE W. CAST STONE CAP J LEVEL 1 IF EL.=8128 _-0�' ENLARGED PARTIAL ELEVATION q('.Al F- 1 /4" = V—f)" AELRNO2 OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD E12 0 Denver, Colorado MASTER PLANNER DESIGN ARCM= HARTIHOWERTON NEW YORK, NEW YORK STRUCT ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER. 20826.01 ISSUE REVISION DATE c �"r V B PF'ojecr N PROJECT KEYPIAN OWN, ENLARGED WALL SECTIONS WEST COURTYARE 3' -0" n17 C1 TO FACIA 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT/BID 02.15.05 c �"r V B PF'ojecr N PROJECT KEYPIAN OWN, ENLARGED WALL SECTIONS WEST COURTYARE 3' -0" n17 C1 TO FACIA RAISED STUCCO WINDOW ND & SILL ALUM. CLAD YNND00 TYP. RE: WINDOW SCHED. CAST STONE WINDOW ^^~---- SILL 8c SURROUND _ �----_- STUCCO SYS\7EW ON AIR BARRIER ON GVVB SHEATHING 2/AO31 _ CAST STONE WINDOW SURROUND & SILL _ LEVEL 1 _ ENLARGED WALL SECTION PAINTED STUCCO W.— CAST STONE CAP, TYP. / ORNAMENTAL COPPER RAISED STUCCO SPIRE SURROUND ON DORMERS, | � | TYP. '-- - � PRE-MANUFACTURED ROOF ASSEMBLY ' �.^7 CONCRETE TILE ROOF PAINTED STUCCO r��. ���� �urrcn ROOF LEVEL 7 PANTED WOOD FACIA W/ COPPER GUTTER / WOOD PLANTER BOX WITH ORNAMENTAL -- IRON SUPPORTS, TYP PAINTED STUCCO TRIM AND PANELS, TYP — i CAST STONE SURROUND 8c SILL TYP. PAINTED STUCCO, TYP. CAST STONE BELTL|NE, PAINTED STUCCO CAST STONE PROFILE CAST STONE ACORN- RADIAL STUCCO PLANTER WITH CAST STONE CAP PANTED STUCCO— CUT STONE VENEER 11 ASHLAR" CAST STONE SURROUND, TYP. l m oll IE - PEDESTRIAN BRIDGE CAST STONE SURROUND 8c SILL, TYP. PAINTED STUCCO, TYP. - STONE VENEER WALL LEVEL 2 �] ZI - 7 CAST STONE BASE, 11 W. CAST STONE CAP r -6, LEVEL I � � VAlL RESORTS DEVELOPMENT COMPANY ^ AVON, COLORADO ARCMTECT OF RECORD Denver, Colorado MAS PLANNER nESIGuARcKnTCT HARTI HOWERTON NEW YOM NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS INC MEP ENGINEERS CATOR, RUMA AND ASSOCIATES CO. DENVFY, COLORADO CrVILaNGmEEu ALPINE ENGINEERING, INC. vuIL,cuzuuADo INTERIORnESIGN uoaERcESI«m» |� EDWARDS, COLORADO I PROJECT N[I�8B� 20826.01 / ISSUE REVISION DATE || 003 DD P8/]G. 2 0521.04 � 004 PfD[I0KG PKG. 0621.04 � 005 CD PR(}G.1 01.14.05 006 PEB&1II/DID 02.1515 PROJECT PROJECT KEYPLAN ENLARGED WALL ��[-��T-|/lK]�� �JL-��||�/|�.� �WEST COURTYA[)F1 STONE CAP INDOW SILL, TYP. =M ON AIR BARRIER 'HING S RAMING SYSTEM, INDOW, DW SCHED. ING ON INDOW SILL CEMENTITOUS VERTICAL SIDING - FAUX WOOD FINISH WOOD POSTS, RAILING & DECORATIVE METAL PICKETS, TYP. PAINTED STUCCO WALL W. CAST STONE BELTLINE, - TYP. WOOD POSTS, RAILING & DECORATIVE METAL PICKETS, TYP. CAST STONE BALCONY PROFILE RAISED STUCCO SURROUND, PAINTED, TYP. 19 20 I I r ORNAMENTAL "BARGEBOARD" RAFTER CAST STONE SURROUND, TYP, RAISED STUCCO SURROUND, TYP. CONCRETE TILE ROOF PAINTED STENCIL DESIGN ON STUCCO WALL W. CAST STONE CAP & CAST STONE BELTLINE, TYP. 7 EL. 8200' -0" PAINTED WOOD FACIA W/ COPPER GUTTER RAISED STUCCO SURROUND, PAINTED Jl LEVEL 5 E� L.= 8178' -0 �Y EL. - 8 167' -0" OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD E12 0 Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUC'T'URAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE PAINTED STUCCO WALL W. CAST STONE CAP 'V LEVE 3 _ Y EL. 8156' -0" PAINTED STUCCO WALL W. CAST STONE CAP 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT/BID 02.15.05 1ENLARGED WALL SEC' 2 ISCALE: 1/4" = 1' -0" A- WSC -19 =M ON N GWB 'PER ROOF SASE ON )N CAST STONE SURROUND CUSTOM ALUMINUM STOREFRONT CUSTOM HAND - FORGED IRON TRANSOM & GATE ENLARGED PARTIAL ELEVATION SCALE: 1/4" = 1' -0" AELCT08 Ak LEVEL 2 EL. =8143-0" CAST STONE PROFILE & FINIAL COPPER ROOF CUSTOM ALUMINUM STOREFRONT CAST STONE STOREFRONT SURROUND CAST STONE BASE LEVEL 1 EL.= 8128 -0" C D R A PROJECT N PROJECT KEYPLAN A440 ENLARGED WALL SEC ORTH COURTYAR CONRETE TILE ROOF ON IX TREATED BATTEN ON IX SLEEPERS ,.. , _ _ . .... - ., .. .- ED SNOW MELT & EM CAST STONE CAST STONE CAPITAL & 1 PAINTED STL CAST STONE WOOD POST` AND DECOR TYP. CAST STONE TYP. PAINTED STL 1� I 19 DECORATIVE WROUGHT IRON FINIAL PAINTED STUCCO WALL W. CAST STONE CAP CONCRETE TILE ROOF PAINTED RAISED STUCCO SURROUND PAINTED STUCCO WALL W. CAST STONE CAP L_E_V_E_.L.�7 E� L. =8200' -0" RAISED STUCCO SURROUND, PAINTED WOOD POSTS, RAILING & DECORATIVE PICKETS, TYP. LEVEL 6 EL..= 8189' -0" SOLID WOOD BALCONY SUPPORT CORBEL BRACKET, DECORATIVE CUT, TYP j h , LEVEL 5 EL. = 8178' -0" LEA_ _ _V 8 6 1 EL.- 8167' -0" OWNER /DEVELOPER VAIL RESORT'S DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 2 L' 1 V l�ti lb tT L' lJ 11 tiLL `.LJ SCALE: 1 4 = 1 -0 A - CAST STONE CAPITAL ANC TYP PAINTED STL CAST STONE STONE VENE & COLUMN, FIXED FABRI DECORATIVE BRACKETS CUSTOM ALL STOREFRONT CAST STONE TYP. ENLARGED PARTIAL ELEVATION SCALE: 1 /4" = 1 —0' AELCT08 LEVEL 3 EL. =8156 —0" SOLID WOOD BALCONY SUPPORT CORBEL BRACKET, DECORATIVE CUT, TYP PAINTED STUCCO WALL W. CAST STONE CAP . • C O PP E R " ROO CUSTOM ALUMINUM STOREFRONT CAST STONE BASE LEVEL EL. -8128 0 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 C B B A N PROJECT KEYPLAN A441 ENLARGED WALL SECTIONS ORTH C URTYAR 23 1/A565A COPPER FLASHING ON CAST STONE COPING RAISED STUCCO BORDER - WHITE CONCRETE TILE ROOF _LEVEL 7 YYE�L. -8200 -0" CAST STONE SURROUND, TYP. METAL POSTS, RAILING & DECORATIVE PICKETS, TYP. G.F.R.C. BALCONY PROFILE & SUPPORT h_ 6 DEL.. - 81898189 0" CAST STONE SURROUND, TYP. OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 L�_EVEL 5 DEL -8178 0" WOOD PLANTER BOX, TYP. PAINTED STUCCO LEVEL 4 EL. =8167 -0" Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART HOWERTON NEW YORK, NEW YORK STRUCTURAL. ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAII, COLORADO INTERIOR DESIGN SUFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 WOOD POSTS, RAILING & DECORATIVE PICKETS, TYP. LE EL. - 8156 0' WOOD BALCONY PROFILE WITH DECORATIVE WOOD CORBELS, TYP. -AST STONE ARCH, SURROUND, KEYSTONE & SASE LEVEL 2 EL.= 8143 -0 LEVEL EL. -8128 0 D A N PROJECT KEYPLAN ENLARGED WALL SECTION SCALE: 1/4" = l'-O" A- 25— WSC -01 ENLARGED PAR SCALE: 1/4" = 1'-0" �L ELEVATION I AELPL01 25 ISSUE REVISION DATE 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 P J_ �- ENLARGED ( WALL SECTIONS EAST COURTYARD T.O. RIDGE OL EL. =8200 -0 ROOF OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHI'T'ECT OF RECORD 220 CAST STONE BELTLINE CAST STONE BASE L, TYP COPPER EVEL T STONE - RIM, TYP W. CAST BOX WITH TAL ETS, f Denver, Colorado MASTER PLANNER DESIGN ARCHITECT' HART HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFF.R DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 r PROJWT PROJECT KEYPLAN 1ENLARGED WA 2 1 SCALE: 1 /4" = 1' -0" ENLARGED PARTIAL ELEVATION FAC 1 SCALE: 1/4" = 1' -0" AELCT06 ti ENLARGED WALL SECTIONS EAST COURTYARD �.s CAST STONE SURROUND, 1 :_ WOOD RAILIN( DECORATIVE P PICKETS CAST STONE SURROUND ORNAMENTAL COPPER SPIRE PRE — MANUFACTURED ROOF ASSEMBLY STANDING SEAM COPPER ROOF LE � EL. - 8200 0" PAINTED STUCCO STANDING SEAM COPPER ROOF AND FACIA I' LEV =EL.— EL 6 �' 81898189 0" CAST STONE SURROUND METAL POSTS, RAILING & DECORATIVE PICKETS LE � EL. -8178 0" CAST STONE BALCONY PROFILE & SUPPORT CAST STONE SURROUND AND SILL, TYP. —i PAINTED STUCCO OWNER /DEVELOPER VAIL RESORT'S DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART (HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO IN'T'ERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE ENLARGED WALL SECTION SCALE: 1/4" = 1' -0" A- 27— WSC - R EGI ON = t• CUSTOM ALUP STOREFRONT 1ENLARGED PARTIAL ELEVATION F 1 SCALE: 1/4" = 1'-0" AELCT06 J�_ELV_EL 3 YY _E__L.__ -8156 0" CAST STONE CAP � EVEL 2 EL. =8 341 0 STONE VENEER ,Mlxa 27 C D B A PROJECr N PROJECT KEYPIAN ENLARGED WALL SECTIONS EAST COURTYARD Y10 8 Y8 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 C D B A PROJECr N PROJECT KEYPIAN ENLARGED WALL SECTIONS EAST COURTYARD Y10 8 Y8 © 2004 4240 ARCHITECTURE, INC. �Z- wom 0 L.2 I LEVEL 7 L.6 23 22 21.2 OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 003 10' -7" 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 23 22 21.2 OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 � j Dj ENLARGED WALL SECTIO SCALE: 1/4" = 1' -0" A- 26- WSC - 1 ENLARGED PARTIAL ELEVATION FACADE 26 PROJECT N PROJECT KEYPIAN ENLARGED WALL SECTIONS EAST COURTYARE LAN 1I © 2004 4240 ARCHITECTURE, INC. i f OYK CONCRETE TILE F OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Et�cze DECORATIVE COPE CONDUCTOR, DOV! AND BRACKETS, RAISED STUCCO SURROUND, PAIN PAINTED STUCCO PAINTED STUCCO CAST STONE CAP CAST STONE BASE =1NIAL TS, TYP 'L 1, ALCONY DRATIVE 0 ,KETS 4P WALL P. \SS )RTED 1E, TYP JUM YP. Denver, Colorado MASTER PLANNER DESIGN ARCHTCECI' HART HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE C B A FRo� N PROJECT KEYPLAN ENLARGED WALL SE( 1 S� 1/4" = 1' -0" A- 15— WSC -01 1 ENLARGED PARTIAL ELEVATION F 5 ENLARGED WALL SECTIONS EAST COURTYARD 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 C B A FRo� N PROJECT KEYPLAN ENLARGED WALL SE( 1 S� 1/4" = 1' -0" A- 15— WSC -01 1 ENLARGED PARTIAL ELEVATION F 5 ENLARGED WALL SECTIONS EAST COURTYARD Y5 Y6 ENLARGED WALL SECTION SCALE: 1/4" = 1' -0" A- 29— WSC -01 ' N D -P -P Yr . i YG.1 Y� r �T I E 1 .. I ) I I � R , � 1 i. i a_1.. , �— , FRI i 01 FR 0 I \\ a I 1VV T T� 1', --' !� F` L J �_l�j, f �m I� U A A ENLARGED PARTIAL ELEV 1 SCALE: 1/4" = V -0 AELCT05 �i I� �I CONCRETE TILE ROOF ORNAMENTAL "BARGEBOARD" RAFTER & SOLID WOOD SUPPORT, DECORATIVE CUT J� LEVEL 6 EL. =8189'- 0' DECORATIVE PLASTER - COLUMN, CAPITAL & BASE RAISED STUCCO - SURROUND, PAINTED -CAST STONE SILL LEVEL 5 EL. =8178 -0" DECORATIVE COPPER - CONDUCTOR, DOWNSPOUT AND BRACKETS, TYP. -METAL POSTS, RAILING & DECORATIVE PICKETS - CAST STONE CAP J� LE VEL 4 YEL. =8167 0" - PAINTED STUCCO J� LEVEL 3 EL. =8156 -0" RAISED STUCCO - SURROUND, TYP. WOOD SHUTTERS WITH -ORNAMENTAL IRON SHUTTER DOGS, TYP. -CAST STONE ARCH & SURROUND j. LEVEL 2 EL. =8143 -0" CUSTOM WOOD SHUTTER CUSTOM ALUMINUM STOREFRONT CAST STONE BASE 0 OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD Et Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART (HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 003 DD FROG. 2 05.21.04 004 PRICING PKG. r �. 005 CD PROG. 1 01.14.05 * 1 4 x a ! t 02.15.05 Y5 Y6 ENLARGED WALL SECTION SCALE: 1/4" = 1' -0" A- 29— WSC -01 ' N D -P -P Yr . i YG.1 Y� r �T I E 1 .. I ) I I � R , � 1 i. i a_1.. , �— , FRI i 01 FR 0 I \\ a I 1VV T T� 1', --' !� F` L J �_l�j, f �m I� U A A ENLARGED PARTIAL ELEV 1 SCALE: 1/4" = V -0 AELCT05 �i I� �I CONCRETE TILE ROOF ORNAMENTAL "BARGEBOARD" RAFTER & SOLID WOOD SUPPORT, DECORATIVE CUT J� LEVEL 6 EL. =8189'- 0' DECORATIVE PLASTER - COLUMN, CAPITAL & BASE RAISED STUCCO - SURROUND, PAINTED -CAST STONE SILL LEVEL 5 EL. =8178 -0" DECORATIVE COPPER - CONDUCTOR, DOWNSPOUT AND BRACKETS, TYP. -METAL POSTS, RAILING & DECORATIVE PICKETS - CAST STONE CAP J� LE VEL 4 YEL. =8167 0" - PAINTED STUCCO J� LEVEL 3 EL. =8156 -0" RAISED STUCCO - SURROUND, TYP. WOOD SHUTTERS WITH -ORNAMENTAL IRON SHUTTER DOGS, TYP. -CAST STONE ARCH & SURROUND j. LEVEL 2 EL. =8143 -0" CUSTOM WOOD SHUTTER CUSTOM ALUMINUM STOREFRONT CAST STONE BASE 0 OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD Et Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART (HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 003 DD FROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 i i I C B N PROJECT KEYPLAN ENLARGED WALL SECTIONS EAST COURTYARD A447 I 2� T.O. RIDGE g, T.O. RIDGE OI L _ EL. =8200 0 4 IJ 1 V 1j1/`41'-1 � <T L 1J ► ► "L -u rJ 1J L SCALE: = 1' -0" A - WSC - 03 Y6 _ T.O. RIDGE O L EL. =8200 -0 28 ENLARGED WALL SECTION �+ SCALE: 1/4" = V -0" A- 28— WSC -01 12 121 1 _ 1 L 1 \./ N D x D -P Co I CONCRETE TILE ROOF - PAINTED STUCC I STANDING SEAM COPPER ROOF i T A44 A14 A44 HARDI BOARD B EL SIDING LAPPED, -- PAINTED WHITE PAINTED STUCCq W. CAST STONE CAP I DECORATIVE PLASTER---- DD PROG. 2 COLUMNS, TYP 004 WOOD WINDOW RIM, TYP PAINTED STUCC W. CAST STONE CAP 006 WOOD PLANTER BOX WITH ORNAMENTAL M 7AL SUPPORT BRAC ETS, TYP 1 INN ,k LEVEL 3 EL. =8156 -0" CAST STONE BELTLINE ,k LEVEL 2 EL.= 8143 -0 CAST STONE BELTLINE CUSTOM ALUMINUM STOREFRONT PAINTED STUCC - CAST STONE BASE S51 S51 CAST STONE SILL 1 1:C 11 1 /4" TIAL ELEVATION AELCT OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 MEN 0 006 PERMIT /BID 02.15.05 INN ,k LEVEL 3 EL. =8156 -0" CAST STONE BELTLINE ,k LEVEL 2 EL.= 8143 -0 CAST STONE BELTLINE CUSTOM ALUMINUM STOREFRONT PAINTED STUCC - CAST STONE BASE S51 S51 CAST STONE SILL 1 1:C 11 1 /4" TIAL ELEVATION AELCT OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 L t C - - _j B N PROJECT KEYPLAN ENLARGED WALL SECTIUNS EAST COURTYARD YF.1 L.=8200'- J� LEVEL 6 EL. =8189 -0" LEVEL 5 EL. =8178 -0" DECORATIVE COPPER CONDUCTOR, DOWNSPOUT ® fAND BRACKETS, TYP. J� LEVEL 4 EL. =8167 -0" ii �� ,ENLARGED PARTIAL ELEVATION FACADE )SCALE: 1/4" = V -0" AELCT05 F T.O. PARAPET EL.= 8200' -0" ROOF DRAIN EL.= 8195' -8" LEVEL 6 EL-81 L.J \./ V I\ L- I I lJ l V LJ f-1 r-\ / A TnF) ENLARGED SCALE: 1 /4" = 1' -0 / C - r A i n n\/ r n n l m i SECTION OWNER /DEVELOPER VA-IL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD m Denver, Colorado MASTER PLANNER DESIGN ARCMTEC T HART HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAR, COLORADO IN'T'ERIOR DESIGN SLTFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 PERMIT REV 03.24.05 D A PRo� N PROJECT KEYPLAN REFERENCE 2/A407 FOR CONTINUATION VARIES LEVEL EL. =812f 2" RIGID INSULATIt BOARD MONOLITE WATERPR COVERED DRAINAGE LEVEL l EL. =811; CRUSHES BACKFILL FRENCH LEVEL t EL. =809: ENLARGED WALL SECTION SCALE: 1 /4" = V -0" A— WSC -31 EL.= 8128 " -0 2" RIGID INSULATION BOARD MONOLITHIC MEMBRANE WATERPROOFING COVERED WITH DRAINAGE MAT REFERENCE 2/A406 FOR CONTINUATION N.6 CAST STONE CAP {� J� a<, `�a�d- nor',..; U . ,s J c, Cn f4= t 5��:•Y: \a✓n,Jt- Ci`-., ,,, rq, ti ` p r) .< .< z- AREA WELL :<> G 121.01 �N. _ LEVEL G1 EL. -8113 - 0 :;:s� r� ;C`'•2f. - - -- - F CRUSHED STONE' •'n d'.. •c':.J .AJ: BACKFILL Vi b° ,am : '� , p �i -�� N- d'�� -• " { �� TRUCK YARD , FRENCH DRAIN r r a, cJ V LEVEL G2 O, _ _ - -_-� EL. =8095 -0 �- s /o �� ,,> �d"��r - `� b'�' '� �•�` N 1 1/2" METAL GRATE l KITCHEN F130 3' -5" EL.= 8127 " - i STEEL BEAM REF. STRUCTURAL 2 RIGID— INSULATION BOARD 3' -6 1ALKWAY PAVERS EFERENCE LANDSCAPING TEEL BEAM EF. STRUCTURAL ONC. SLAB N MTL. DECK EF. STRUCTURAL TEEL BEAM EF, STRUCTURAL RE -CAST CONCRETE 'ALL, REF. STRUCTURAL ONCRETE RIVEWAY OMPACTED RUSHED STONE REFERENCE 2/A407 FOR CONTINUATION VARIES FINISH GRADE REFERENCE CIVIL I LEVEL 1 _ EL. =8128'-0" - .: 2" RIGID INSULATION BOARD `add- .•):•c..)a:bJ'. - -u .ad_.. ...:%'T'J�ry � r- .:� rya. ; �cc`_,3 fi•:)� C:� e:/ {� ✓� ^ �- cry- f::jY� [': MONOLITHIC MEMBRANE WATERPROOFING c` COVERED WITH DRAINAGE MA T LEVEL G 1 ,h > , o; .,) EL. =81 13 -0 ,.<.: ` a^J. bJ." a y ,'2 -JJ ,Yam - ,7•'J 3- h` CRUSHED STONE� BACKFILL V� a - 'v�: j iii r,71,� eCk • sC.i.;f\ „? �t : ;;,. k ? ( o `bc O'• �` S FRENCH DRAIN' • °�� `u!: `� LEVEL G2 EL. =809 0 REFERENCE 2/A401 DD PROG. 2 REFERENCE 2/A402 FOR CONTINUATION H PRIG I NG PKG. FOR CONTINUATION 005 FINISH GRADE 01.14.05 Jr o-c &c -C •r)n r . �.. L 02,15.05 ,f REFERENCE CIVIL ti: r•r . ) , ° � � �� ;REF. STRUCTURAL 60 LEVEL 1 Ai ;. I - - -- — — EL. -8127 0 MOUNTAIN DINING WAREHOUSE PRE -CAST < W 1 - f CONCRETE w Y) ~ z R f t 'G O s w I WALL, REF. STEEL BEAM .ccN ;' FRENCH DRAIN REF. STRUCTURAL 0 11 x:; \___ 1USPENDED ::�%y�t %:^��:�- �• %4n;-.:��;' . 'GRID CLG. - a �z SKI INSTRUCTOR MONOLITHIC ” LOCKERS . .�::;OC 'C:, ;r;:.) N ?^ ,! - '` ma c. ;.•' MEMBRANE , G102.05 WATERPROOFING z COVERED WITH r; DRAINAGE MAT ::o r•o nOv CONC. SLAB ✓ �` ` ° GONG. SLAB ON MTL. DECK ;o'•j c,1 ON MTL. DECK REF. STRUCTURAL LEVEL G1 _:''` , :REF. STRUCTURAL EL. -81 13 0 ,,, El CRUSHED STONE ' ° �V`- ,' }' "" STEEL BEAM <) BACKFILL { R REF. STRUCTURAL STEEL BEAM � '�'`^. : -�.;. ,- ,aJ4t,,a, • REF. STRUCTURAL 2 1/2" MTL. STUDS : c; °✓' AT 24 0. C. WITH 5/8" GYP. CONCRETE SLAB / ON COMPACTED f BASE \ ; .,:COMPACTED ` CRUSHED STONE ENLARGED WALL SECTION SCALE: 1/4" = V -0" A— WSC -35 . ^,?� .pCa- ..:;;,.. �� Gt1 �` Yid p`� .' -s ic' %rte � rr- •'uc7•: COMPACTED CRUSHED STONE SCALE: 1/4" = 1 s \ XE 3' -6 i ...... . ,., -: PARKING TUNNEL WALL SECTI A— WSC -31 REFEREN FOR COf RIVEWAY SLAB 'EF. CIVIL LEVEL EL. =812' „ 2 RIGID 1NSULAT It BOARD CRUSHES TEEL BEAM BACKFILL 'EF. STRUCTURAL MONOLITI WATERPR COVEREC DRAINAGE :ONC. SLAB IN MTL. DECK EF. STRUCTURAL LEVEL El =81 1' TEEL BEAM EF. STRUCTURAL ONCRETE SLAB N COMPACTED BASE OMPACTED RUSHED STONE LEVEL EL. =809 4 ENLARGE A— WSC -35 ENLARGED WALL SECTION SCALE: 1/4" = V -0" A— WSC -31 CONC. CURB DRIVEWAY PAVERS STEEL BEAM REF. STRUCTURAL ONC. SLAB N MTL. DECK EF. STRUCTURAL TEEL BEAM EF. STRUCTURAL El 2 IN B1 M W G DI El CI B/ PRE -CAST CONCRETE WALL, REF. STRUCTURAL FF CONCRETE D R IVEWAY EL COMPACTED CRUSHED STONE ENLARGED WALL SEC' 6 SCALE: 1/4' = V -0" A— WSC -35 'AVERS ',EF. CIVIL EL.= 8127 ' -0 2" RIGID INSULATION BOARD TEEL BEAM ;EF. STRUCTURAL REFERENCE 2/A401 FOR CONTINUATION STEEL BEAM REF. STRUCTURAL CONC. SLAB ON MTL. DECK REF. STRUCTURAL STEEL BEAM REF. STRUCTURAL PRE -CAST CONCRETE WALL, REF. STRUCTURAL CONCRETE SLAB ON COMPACTED BASE COMPACTED CRUSHED STONE FINISH GRADE REFERENCE CIVIL DD PROG. 2 05.21,04 004 PRIG I NG PKG. 06,21.04 005 CD PROG. 1 01.14.05 Jr o-c &c -C •r)n r . �.. L 02,15.05 ,f ti: r•r . ) , ° � � �� ;REF. STRUCTURAL 60 I MOUNTAIN DINING WAREHOUSE PRE -CAST < W G201 CONCRETE w Y) ~ z R f t WALL, REF. PRE -CAST CONCRETE FRENCH DRAIN ;WALL REF. STRUCTU STRUCTURAL'" {� ;:•, ri>. CONCRETE SLAB ' ON COMPACTED BAST CONC. SLAB ,tip ° ON MTL. DECK o . n }c • ^c REF. STRUCTURAL LEVEL G2 a � � a•� ,,; EL. =8099 -0 \;. " v;�; .,� 2 -- - �'_�: =�� : r •: f5�C `C EL .,':.� CONCRETE SLAB / ON COMPACTED f BASE \ ; .,:COMPACTED ` CRUSHED STONE ENLARGED WALL SECTION SCALE: 1/4" = V -0" A— WSC -35 . ^,?� .pCa- ..:;;,.. �� Gt1 �` Yid p`� .' -s ic' %rte � rr- •'uc7•: COMPACTED CRUSHED STONE SCALE: 1/4" = 1 s \ XE 3' -6 i ...... . ,., -: PARKING TUNNEL WALL SECTI A— WSC -31 REFEREN FOR COf RIVEWAY SLAB 'EF. CIVIL LEVEL EL. =812' „ 2 RIGID 1NSULAT It BOARD CRUSHES TEEL BEAM BACKFILL 'EF. STRUCTURAL MONOLITI WATERPR COVEREC DRAINAGE :ONC. SLAB IN MTL. DECK EF. STRUCTURAL LEVEL El =81 1' TEEL BEAM EF. STRUCTURAL ONCRETE SLAB N COMPACTED BASE OMPACTED RUSHED STONE LEVEL EL. =809 4 ENLARGE A— WSC -35 ENLARGED WALL SECTION SCALE: 1/4" = V -0" A— WSC -31 CONC. CURB DRIVEWAY PAVERS STEEL BEAM REF. STRUCTURAL ONC. SLAB N MTL. DECK EF. STRUCTURAL TEEL BEAM EF. STRUCTURAL El 2 IN B1 M W G DI El CI B/ PRE -CAST CONCRETE WALL, REF. STRUCTURAL FF CONCRETE D R IVEWAY EL COMPACTED CRUSHED STONE ENLARGED WALL SEC' 6 SCALE: 1/4' = V -0" A— WSC -35 'AVERS ',EF. CIVIL EL.= 8127 ' -0 2" RIGID INSULATION BOARD TEEL BEAM ;EF. STRUCTURAL REFERENCE 2/A401 FOR CONTINUATION STEEL BEAM REF. STRUCTURAL CONC. SLAB ON MTL. DECK REF. STRUCTURAL STEEL BEAM REF. STRUCTURAL PRE -CAST CONCRETE WALL, REF. STRUCTURAL CONCRETE SLAB ON COMPACTED BASE COMPACTED CRUSHED STONE FINISH GRADE REFERENCE CIVIL MONOLITHIC MEMBRANE - RPROOFING ' 1/2" MTL. STUDS ATE �T 24" O.C. WITH COVERED WITH W y /8" GYP. BD. DRAINAGE MAT :ONC. SLAB )N MTL. DECK 'EF. STRUCTURAL LEVEL G1 OIL EL. =81 13 -0 CRUSHED STONE TEEL BEAM BACKFILL 'EF. STRUCTURAL FRENCH DRAIN ONCRETE SLAB N COMPACTED BASE LEVEL G2 J, EL. =8095 -O OMPACTED RUSHED STONE ENLARGED WALL SECTION SCALE: 1/4" = V -0 A— WSC -35 ENLARGED WALL SECTION SCALE: 1/4" = V-0" A— WSC -35 OWNER /DF,VFI.OPF.R VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHURCr OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCF=C r HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROL• & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERLNG, LNC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS L•DWARDS,COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21,04 004 PRIG I NG PKG. 06,21.04 005 CD PROG. 1 01.14.05 Jr o-c &c -C •r)n r . �.. PERMIT PKG. 02,15.05 ,f STEEL BEAM , ° � � �� ;REF. STRUCTURAL 60 I MECHANICAL CONC. SLAB ON MTL. DECK o . n }c • ^c REF. STRUCTURAL t „s : r •: f5�C `C -c O '< sJ Ov -'' •s � STEEL BEAM i 017 :.G)v . :G .• . REF. STRUCTURAL ou :4J' ? i' `: )j4 c c cy ` a CC c� S Xis i - '3;`•-':: ` *J TRUCK 0. MANEUVERING AREA r <• , < ,_ off- : PRE -CAST CONCRETE WALL, REF. STRUCTURAL ., ;7 °�''�� CONCRETE SLAB Y ” ON COMPACTED BASE W le COMPACTED \ R CRUSHED STONE MONOLITHIC MEMBRANE - RPROOFING ' 1/2" MTL. STUDS ATE �T 24" O.C. WITH COVERED WITH W y /8" GYP. BD. DRAINAGE MAT :ONC. SLAB )N MTL. DECK 'EF. STRUCTURAL LEVEL G1 OIL EL. =81 13 -0 CRUSHED STONE TEEL BEAM BACKFILL 'EF. STRUCTURAL FRENCH DRAIN ONCRETE SLAB N COMPACTED BASE LEVEL G2 J, EL. =8095 -O OMPACTED RUSHED STONE ENLARGED WALL SECTION SCALE: 1/4" = V -0 A— WSC -35 ENLARGED WALL SECTION SCALE: 1/4" = V-0" A— WSC -35 OWNER /DF,VFI.OPF.R VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHURCr OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCF=C r HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROL• & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERLNG, LNC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS L•DWARDS,COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21,04 004 PRIG I NG PKG. 06,21.04 005 CD PROG. 1 01.14.05 006 PERMIT PKG. 02,15.05 I ENLARGED WALL SECTIONS MECHANICAL G122 LEVEL 1 E MONOLITHIC MEMBRANE WATERPROO C0VERED VV DRAINAGE M CRUSHED 3 BACKF|LL LEVEL G1 FRENCH DR/ LEVEL G2 EL.=812| 2^ RIGID |N3ULAT|( BOARD MUNOL0 VATERPR COVEREC DRAINAGE LEVEL CRUSHE[ BACKFILL FRENCH LEVEL ENLARGED WALL SECTION _jNLARGED WALL SECTION L BEAM STRUCTURAL /2^ WTL. STUDS AND < SET ZRY TILE RING � TOPPING STRUCTURAL AST CONC. CTURE MON0L|T} WATERPR COVERED DRAINAGE LEVEL CRU3HE[ BACKFILL 'CAST CONCRETE , REF. STRUCTURAL FRENCH ,RETE 'WAY LEVEL 'ACTED �HED STONE ENLARGED WALL SECTIO ;TEEL BEAM !EF. STRUCTURAL ;U5PENDED �R|D CEILING 1/2" MTL. �UDS AND /8^ GYP. D. L0OR|NG OVER ONC. TOPPING ONC. TOPPING EF STRUCTURAL RECAST CONC. TRUCTURE RE-CAST 0NCRETE (ALL, REF. TRUCTURAL ONCRETE LAB ON RADE OWPACT[D RUSHED STONE ENLARGED WALL SECTION LEVEL EL.=81J' 2^ RIGID |NSULAT( BOARD W0NOU MEW8RA� WATERPR COVERED DRA CRUSHE[ BACKRLL E FRENCH LEVEL EL. 81 OC REFERENCE FOR CONTINUATION 0 REFERENCE 3/A409 FOR CONTINUATION LEVEL 1 2" RIGID M. INSULATION BOARD \_____1TEEL BEAM REF. STRUCTURAL TEEL BEAM EF. STRUCTURAL MONOLITHIC MEMBRANE WATERPROOFING COVERED WITH SUSPENDED DRAINAGE MAT GRID CEILING RID CEILING 2 1/2" MTL. STUDS AND TUDS AND FIRE SERVICE D . CORRIDOR CONTROL G127 G 13 CRUSHED STONE BACKFILL Z . LOORING OVER 1 1 0 5 FLOORING OVER CONC. TOPPING LEVEL G1 u si ONC. TOPPING C x ih ONC. TOPPING CONC. TOPPING REF. STRUCTURAL EF, STRUCTURAL STAIR 7 VESTIBULE RECAST CONC. iPRECAST CONC. STRUCTURE TRUCTURE FRENCH DRAIN -CAST CONCRETE RE-CAST CONCRETE I WALL, REF. STRUCTURAL ALL, REF. STRUCTURAL ONCRETE CONCRETE DRIVEWAY RIVEWAY LEVEL G2 OIL ct. COMPACTED OMPACTED 7r g CRUSHED STONE RUSHED STONE , wn 0/0 No N - �ENLARGED WALL SECTION WALKWAY PAVERS REFERENCE LANDSCAPING LEVEL 1 EL=012O'- 2" RIGID— INSULATION STEEL BEAM BOARD REF. STRUCTURAL 2 1/2" MTL. STUDS AND 5/8" GYP. --' THICK SET QUARRY TILE FLOORING CONC, TOPPING REF. STRUCTURAL PRECAST CONC, STRUCTURE MONOLITHIC--- MEMBRANE WATERPROOFING COVERED WITH DRAINAGE MAT LEVEL G1 j EL=8113'-O q CRUSHED STONE BACKFILL DRE-CAST CONCRETE #ALL REF. STRUCTURAL FRENCH DRAIN - 3NCRETE }RNEWAY LEVEL G2 'OMPACTED 'RUSHED STONE REFERENCE 3/A408 3'-6" FOR CONTINUATION %j LEVEL 1 EEL BEAM ST : REF. STRUCTURAL SUSPENDED RY COMMISSA 0 KITCHEN THICK SET QUARRY TILE TOPPING SLAB PRECAST DOUBLE-T STRUCTURE CHILLERS PRE-CAST CONCRETE WALL, REF. STRUCTURAL CONCRETE SLAB RR ON COMPACTED BASE LEVEL G2 COMPACTED CRUSHED STONE - | | _ ENLARGED WALL SECTION REFERENCE 2/A408 3'-6" FOR CONTINUATION ' T.O.S. | 2" RIGID jax STEEL BEAM REF. STRUCTURAL SUSPENDED GRID CLG. COMMISSARY KITCHEN 0 . 2 1/2" MTL. STUDS AT 24 0,C MEMBRANE WITH 5/8" GYP. BD. �,-VOVERED WITH THICK SET �,:�DRAINAGE MAT QUARRY TILE TOPPING SLAB ' PRECAST'BEA� ` REF. STR UCTURAL � ` � PRECAST CONCRETE TUNNEL WALL / BEYOND c/� - � x . Li NLARGED WALL SECTION VAIL RES ORTS D EVELOPMENT CO MPANY AVON, COLORADO xncorr�cro*nao�o Denver, Coiorado MASTER PLANNER ooaxGN ARCIozucr | ^_----- /^--- -E--~---' NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROB &mEWIIL.oNoINoMS.INC uvom MEP ENGTNsERS cszcm.noMA AND ASSOCIATES, CO. Domvzlt,cuunumo CIVIL ENGINEER ALPINE INC. VAIL, COLORADO INTERIOR DESIGN SUPER DESIGNS | Euvmaoa.cmzORAmo | PROJECT NUMBER: 2082.0 ISSUE REVISION DATE 001 8D 0�.04 002 DD PR(�G.2 04.12.04 003 DIJPROG.2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PBOG. 1 01.14.05 006 PEIUMITPI{G. 02.15.05 "�c,�ENLARGED WALL SECTION ENLARGED ' WALL | S[-Cl-|OkJS | LEVEL 1 STAIR LANDING MONOLITHIC REFER TO MEMBRANE SHEET A70S WATERPRO(}i COVERED VY! DRAINAGE W CRUSHED S" BACKF|LL CONC. TOPPING REF. STRUCTURAL LEVEL G1 PRECAST CONC. STRUCTURE PRE-CAST CONCRETE WALL, REF. STRUCTURAL COMPACTED CRUSHED STONE FRENCH DR/ LEVEL G2 EL. 8100'- e^/mm^v �m/�o� ` ="' '".�"� �ENCE LANDSCAPING LEVEL 2' RIGID |NSULAT( BOARD REFERENCE 2/A412 FOR CONTINUATION '?2' 0 REFERENCE 13 FOR CONTINUATION T I - 0 REFERENCE 3/A409 FOR CONTINUATION I I REFERENCE 10 FOR CONTINUATION REFERENCE 2/A427 FOR CONTINUATION � � 2 S 5 ME E 8 E] � REFERENCE 2/A416 FOR CONTINUATION EL=O12G'- _ _ | MONOLITHIC-------- MEMBRANE WATERPROOFING COVERED WITH DRA MAT LEVEL G1 OL EL.=8113 -0' qp CRUSHED ST0NE— BACKF|LL FRENCH DRAIN LEVEL G2 OL ENLARGED WALL SECTION COM MUNITY LOUNGE P 1 45.08 � | ' ENLARGED WALL SECTION LEVEL 1 E �^ RIGID �SULAT0N = o i ' m _ :RUSHED STONE �ACKF|LL |0N0L|TH|C |EWBRANE iATERPROOF|NG �OVERED WITH RAINAGE MAT LEVEL G1 OL E | LEVEL G2 EL=8099'-O^ q� ^ �0 ELEV. PIT FL. �26) ELEVATOR El SEE 4 A733 ELEVATOR EGI 06 SEE 3/A733 ELEVATOR ENLARGED WALI REFERENCE 5 FOR CONTINUAT LEVEL 1 E SUSPENDED— GYP. BD. CLG. STEEL BEAM REF. STRUCTURAL MO MEMBRANE WATERPROOFING COVERED WITH DRAINAGE MAT CONC. TOPPING REF. STRUCTURAL LEVEL 01 BACKFILL ':-PRECAST CONC. STRUCTURE CONCRETE WALL, REF. STRUCTURAL FRENCH DRAIN SLAB ON GRADE LEVEL G2 COMPACTED EL.-"."u-v . � CRUSHED STONE o | - � _ o TREATMENT ROOM P 1 45.40 P. VARIES MEETING ROOM 4 PARKING ENLARGED WALL SECr GRADE 2^ RIGID INSULAT BOARD CRUSHED STONE BACKF}LL MONOLITHIC MEMBRANE WATERPROOFING COVERED WITH DRAINAGE MAT E[ W/ W| W, C( DF ( EC CF B� FR X1 STEEL BEAM REF. STRUCTURAL �COVE LIGHTING DRAWINGS M( Wi W, C( DF CONC. TOPPING REF. STRUCTURAL ` EL � CF . � 2/ COMPANY AVON, COLORADO ARCHrfEC`f OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCIMCr NEW YORK, NEW YORK NMEP ENGINEERS DENVER, COLORADO CIVIL ENGINEER ALPINE ]ZINGINEEWNG, INC. VAIL, COLORADO INTERIOR DESIGN SLrFER DESIGNS PRO ECTNUMBER: 20826,01 ISSUE REVISION DATE 001 SD 01.23.04 NORTH PUMP 004 PRICING PKG. 06.21.04 ROOM 006 PERMIT PKG. 02.15.05 PROJECT KEYPIAN RAMP T 77 � | ' ENLARGED WALL SECTION LEVEL 1 E �^ RIGID �SULAT0N = o i ' m _ :RUSHED STONE �ACKF|LL |0N0L|TH|C |EWBRANE iATERPROOF|NG �OVERED WITH RAINAGE MAT LEVEL G1 OL E | LEVEL G2 EL=8099'-O^ q� ^ �0 ELEV. PIT FL. �26) ELEVATOR El SEE 4 A733 ELEVATOR EGI 06 SEE 3/A733 ELEVATOR ENLARGED WALI REFERENCE 5 FOR CONTINUAT LEVEL 1 E SUSPENDED— GYP. BD. CLG. STEEL BEAM REF. STRUCTURAL MO MEMBRANE WATERPROOFING COVERED WITH DRAINAGE MAT CONC. TOPPING REF. STRUCTURAL LEVEL 01 BACKFILL ':-PRECAST CONC. STRUCTURE CONCRETE WALL, REF. STRUCTURAL FRENCH DRAIN SLAB ON GRADE LEVEL G2 COMPACTED EL.-"."u-v . � CRUSHED STONE o | - � _ o TREATMENT ROOM P 1 45.40 P. VARIES MEETING ROOM 4 PARKING ENLARGED WALL SECr GRADE 2^ RIGID INSULAT BOARD CRUSHED STONE BACKF}LL MONOLITHIC MEMBRANE WATERPROOFING COVERED WITH DRAINAGE MAT E[ W/ W| W, C( DF ( EC CF B� FR X1 STEEL BEAM REF. STRUCTURAL �COVE LIGHTING DRAWINGS M( Wi W, C( DF CONC. TOPPING REF. STRUCTURAL ` EL � CF . � 2/ PRECAST CONC. STRUCTURE PRE CAST CONCRETE WALL, REF. STRUCTURAL CONCRETE SLAB ON GRADE --COMPACTED CRUSHED STONE EL �� WALL SECTION "0 ENLARGED WALL SECTION EEL BEAM 'F. STRUCTURAL M� W, C( DI /NC. TOPPING F. STRUCTURAL ECA3T CONC. RUCTURE E-CAST NCRETE LL REF. RUCTURAL NCRETE \B ON 4 ,DE MPACTED USHED STONE i EL CF 8A FR L [L X 2 |N STEEL BEAM B( REF. STRUCTURAL Ml W, [X DF CONC. TOPPING REF STRUCTURAL EL cr PRECAST CONC. STRUCTURE DRE-CAST �ONCRETE NALL REF. STRUCTURAL 'ONCRETE SLAB ON 'OWPACTED �RUSHED STONE FA EL �� ),ENLARGED WALL SEC ,� ENLARGED WALL SECTION STEEL BEAM REF. STRUCTURAL CONC. TOPPING AND STRUCTURE SLOPES UP WITH DRIVEWAY PRECAST CONC. STRUCTURE SLOPING DRIVEWAY CONCRETE SLAB ON 3RADE :IRE-CAST - ONCRETE NALL. REF. STRUCTURAL -OWPACTED ~ - RUSHED STONE LECTR|C RAN3FORMER3 )N CONC. PAD TEEL BEAM EF. STRUCTURAL ONC. TOPPING EF. STRUCTURAL RECAST CONC. TRUCTURE 9E-CAST DNCRETE ALL. REF. FRUCTURAL ]NCRETE _AB 0N RADE }MPACTED RUSHED STONE ENLARGED WALL | S[ | REFERENCE 3/A419 FOR CONTINUATION REFERENCE 7 FOR CONTINUATION REFERENCE 4 FOR CONTINUATION VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHrfEC`f OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCIMCr NEW YORK, NEW YORK NMEP ENGINEERS DENVER, COLORADO CIVIL ENGINEER ALPINE ]ZINGINEEWNG, INC. VAIL, COLORADO INTERIOR DESIGN SLrFER DESIGNS PRO ECTNUMBER: 20826,01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT PKG. 02.15.05 PROJECT KEYPIAN ENLARGED WALL | S[ | REFERENCE 3/A419 FOR CONTINUATION REFERENCE 7 FOR CONTINUATION REFERENCE 4 FOR CONTINUATION 1z — : _ | � -' _ | .�� , _ _ | T�M ��N �T Y�P E�, RESIDENCES: 3MN,4WN AND 5WN (A3) I T C� YH E� N�T Y�P E�A 2 1 /�2 1 '- 0" �L2—C— E�.dwg 2C'2D,3K'3U.4A,4K,5A AND GU RE: UNIT PLAN DWGS SHEET NOTES 1. SEE |D DWGS FOR FINISH MATERIAL, ELEVAT AND MILLWORK DETAILS 2. SEE |D DWGS AND SPEC FOR FIXTURES AND D EVELOPMENT APPLIANCES IQ 2004 4240 ARCHITECTURE, INC. VAIL RESORTS ' C OMPANY AVON, COLORADO ARCHITECT mFRECORD M L = _ | - C-4 Denver, Colorado MASTER PLANNER � DESIGN ARCIUTECT HART��� <�Y� / .. .~^~^~^ ~^, NEW YOM NEWYORK | STRUCTURAL ENGINEER MomxoEaNEWELL ENGINEERS INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO Kj1 T C�Hl E� �NTUY P �E �A� 7 � � 7J :z 7 i� | ' _ 11 SIXamoESIGNu EDmARDS,uOLORADo PROJECT NUMBER-- 2082681 2 '—O3/ 4 " ' 1Y" 1 � T�l � ��N�T YM E�A � /2 RESIDENCES: 6R RE: UNIT PLAN DWCS U� U� | ` _ | | ' _ RE: UNIT PLAN DWQS 1'—O" � _ RE: UNIT PLAN DWGS r�r�3KITCHEN TYPE Al 2F'3B,3F.4B.4H.5B.5R AND 8A , _ | �z T | - C-4 | - _ RE: UNIT PLAN DWGS ISSUE REVISION DATE 006 PERNHT/BID 02.15.05 C-j D:j PROJECT KEYPIAN L/|7 /\| |�,| |L_iv TY[][�� | | | L-`� ( KITCHEN TYPE A6 D 1 j— 0C KJTQHIE�NTMP�EE �AA�3�� 0L 2E,2G.3G.4E.5E AND OE RE: UNIT PLAN DWGS In 0 0 z a_ Z W D' SHEET NOTES 1. SEE ID DWGS FOR FINISH MATERIAL, ELEVATIONS AND MILLWORK DETAILS 2. SEE ID DWGS AND SPEC FOR FIXTURES AND APPLIANCES I N i 0 N _ 6 KI T C HEN TYPE B 1 —F.dwg RESIDENCES: 4F /5F C KITCHEN TYPE ��L2—C—M�.dwq 4 1/2' = 1'- 0" RESIDENCES: 2M RE: UNIT PLAN DWGS o KITCHEN TYPE B I —E.dwg RESIDENCES: 2L,3L,4L AND 5L 5'- 10 11 OWNER /DEVELOPER VA.IL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD HZAA M Denver, Colorado MASTER PLANNER DESIGN ARCHI'T'ECT H.A.RT I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 I LO a i to O i 1' -6" 1 2' -1" Tn 0 o � o I — 1 3' -11" 2f -1' L ISSUE REVISION DATE 006 PERMIT /BID 02.15.05 C - TD:j PROJECT N PROJECT KEYPLAN - S: KITCYEN TYPE B4 5 1/2 = 1 0" L6— C —U.dwg RESIDENCES: 6U KITCHEN TYPE B2 3 1/ 2" = 1 '— 0" L2— C —Y.dwg RESIDENCES: 2Y,3Y,4U,5U,6M AND 6W RE: ID. DWGS 2L,3L,4L AND 5L I I I I ( I RE: UNIT PLAN DWGS 011= I KITCHEN TYPE B — C —Adwg RESIDENCES: 2C,2D,3U,4A,4D,4T, 5A,5D,5T KITCHEN TYPES la ff h 1 6' -0" 1 6' -0" 1 4' -0" 1 4' -10y2" 1 2' -1" 6 1' -7" L 3' -5" 2' -1" 1' -6" SHEET NOTES 1. SEE ID DWGS FOR FINISH MATERIAL, ELEVATIONS AND MILLWORK DETAILS 2. SEE ID DWGS AND SPEC FOR FIXTURES AND APPLIANCES KITCHEN TYPE C3 3 1 /2" = V- L3— C —D.dwg RESIDENCES: 3D O I N N N ( N STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VALL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 r KITCHN TYPE C1 = 1'— b " L4— RESIDENCES: 4H AND 5H 1\ A rA OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD um L Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART HOWERTON NEW YORK, NEW YORK ISSUE REVISION DATE 006 PERMIT /BID 02.15.05 T' B CA PROJECT N PROJECT KEYPIAN q )KjITCHEN TYPE C — C —E.dwg RESIDENCES: 2J,3C,4C,4W,5C AND 5W KI I L�I�N TYPES l /f w(' SHEET NOTES 1. SEE ID DWGS FOR FINISH MATERIAL, ELEVATIONS AND MILLWORK DETAILS 2. SEE ID DWGS AND SPEC FOR FIXTURES AND APPLIANCES 1'-6 2' - 1 " 4'-0" r) CZ z 0 - 1 14- 2' - 1 " X.'k Xl� L X�kl\ RE: UNIT PLAN DWGS r;oKITCHEN TYPE D1 1 L2—C—N.dwg '- 0" RESIDENCES: 3J,4J,5J AND 6J 2' - 1" 11 - 5'-01' L' 2' - 1" 1'-6" O rt CO OWNER/DEVELOPER VAlL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD E12 mi Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HARTIHOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAII, COLORADO 24TEMOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER- 20826.01 ISSUE REVISION DATE 006 PERMIT /BID 02.15.05 0 T :D KITCHEN TYPE D —C—N.dwg 3 KITCHEN TYPE E L2 L4—C—S.dwg 1'- 0" RESIDENCES: RESIDENCES: 4S,5S AND 6S 2N, 6N j TDJ PROJECT N PROJECT KEYPLAN KITCHEN TYPES A474 Q BATHROOM TYPE E )�T J/ �P��00�M TYPE �L2��L qBATHROOM TYPE B - = 1 '— 0" MB—Ol.dwg 1/2 SHEET NOTES 1. SEE ID DWGS FOR FINISH MATERIAL, ELEVATIONS AND MILLWORK DETAILS 2. SEE ID DWGS AND SPEC FOR FIXTURES AND APPLIANCES OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 0 2 0 2 '-0" 1 3' -4%" 2' - EI t� c L Denver, Colorado MASTER PLANNER DESIGN ARCHITECT .HART IHOWERTON NEW YOM NEW YORK O T N STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL. ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO in PROJECT NUMBER. 20826.01 o�BATHROOM TYPE DI 1 1 — 0. MB-03.dwg (: )*THROOM � Ty � PE �� 0 �c 1, o�BATHROOM TYPE Al � r., It 1/_2" = 1'— 0" L2—H—EF.dwg LOCK-OFF 3' - 8y4 " ISSUE REVISION DATE 006 PERMIT /BID 02.15.05 C D B PROJECT N PROJECT KEYPLAN BATHROOM TYPES I 1' -6" (: ) M7 �� O M o � � � � BATH TYPE � K`,�BATHROOM TYPE A 1/2' = 1'— 0" H-07.dwg LOCK-OFF m �" 11 �' Mi�Ailt'li, I 0 0 i 7' -2Y4" 1 4' -8Y4 BATHROOM TYPE I 5 BATHROOM TYPEL4_J 1' -6" [ 3' -10Y2" L 2' -0" 3' -0" 6' -3 BATHROOM TYPE H L4— C —L.dwg BATHROOM TYPE G 2 1 ' = 1 — 0" L3— C— MN.dwg 1' -6 I r I 0 1 i� i SHEET NOTES 1. SEE ID DWGS FOR FINISH MATERIAL, ELEVATIONS AND MILLWORK DETAILS 2. SEE ID DWGS AND SPEC FOR FIXTURES AND APPLIANCES C : D: j B A PR<>JFCI N PROJECT KEYPLAN ENLARGED BATHROOM PLAN TYPES BATHROOM TYPE L7 C Jdwg BAW�W OM TYPE F 1 1 2" L3—C— MN.dwg 2' -1 1 " 3' -6Y2„ ql BATHROOM TYPE K SHEET NOTES 1. SEE ID DWGS FOR FINISH MATERIAL, ELEVATIONS AND MILLWORK DETAILS 2. SEE ID DWGS AND SPEC FOR FIXTURES AND APPLIANCES ( ) 1 B TY PE � BATHROOM TYPE N 3 1/2" = 1'- 0" L2—C—F.dwg OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 1'-7" [ 5'-43/4" RZ L Denver, Colorado MASTER PLANNER DESIGN ARCMTECT HARTIHOWERTON NEW YOM NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAUL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER. 20826.01 BATHROOM TYPE 02 ( BATHROOM TYPE N2 5 2" = 1'- 0" L7—C—Ldwg BATHROOM TYPE M1 1/2" = 1'- 0" L4—C—G.dwg 0) CD ISSUE REVISION DATE 006 PERMIT /BID 02.15.05 ENLARGED BATHROOM PLAN TYPES BATHROOM TYPE 01 \� 1/2" = 1'- 0" L3—C—MN.dwg BATHR TYP -A�L (�,�BATHROOM TYPE M 1/2" = 1 b" L2—C—G.dwg 2p-90) 11 BATHROOM TYPE T3 o— BATHROOM TYPE T BATHROOM TYPE RI BATHROOM TYPE P 1 /2" = 1 '— 0" L3— C—F.dwg V 1 �2" = 1 '— 0" L3— C —U.dwg 1 �2" = 1'— 0" t2— C —N.dwg 1 1/2" = 1 '— 0" L2— C —E.dwg A484 2' -10) L. 3' -0" L 1' -778" M O I �n I �T��ROOM TYPE X4 BATHROOM TYPE X1 3 1/2" = 1' — 0" L3— C —D.dwg SHEET NOTES 1. SEE ID DWGS FOR FINISH MATERIAL, ELEVATIONS AND MILLWORK DETAILS 2. SEE ID DWGS AND SPEC FOR FIXTURES AND APPLIANCES OWNER /DEVELOPER VAI RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 cD I O i i� Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO N CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO I PROJECT NUMBER 20826.01 BATHROOM TYPE X3 5 1/2' = 1'— 0" L6— C —C.dwg 1' -9" 1 3' -2 11' -648" 4' -5 i 4' -9 BATHROOM TYPE X 2 1/2" = 1'— 0" L2— C -8.dwg I N I N I I ISSUE R EVISION DATE 006 PERMIT /BID 02.15.05 C B PROjecr N PROJECT KEYPLAN ENLARGED BATHROOM PLAN TYPES A7���O TYPE X 2 1� L5—C —F.dwg BATHROOM TYPE W 1 1/2" -- 1'— 0" L2— C —L.dwg N il sp SRI 5' -3" D v Q BATHROOM TYPE Y2 v 1 �2" = 1'— 0" L5— C —G.dwg r7 I cv I )�T����OO�M TYPE X4 L6— C —J.dwg r` I I BATHROOM TYPE X1 3 1/2' = 1'— 0" L3— C —D.dwg r7 N I SHEET NOTES 1. SEE ID DWGS FOR FINISH MATERIAL, ELEVATIONS AND MILLWORK DETAILS 2. SEE ID DWGS AND SPEC FOR FIXTURES AND APPLIANCES OWNER /DEVELOPER VA.IL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4'-3 T _ 2' -5yg" 22M Denver, Colorado MASTER PLANNER DESIGN ARCHITECT .HART HOWERTON NEW YORK, NEW YORK 11 BATHROOM TYPE L7 —C M.dwg I in I t\ I N (� TYPE Y1 8 )B�A L4—C —G.dwg J Qo 5' -2 )/8" 1 3' -5 BATHROOM TYPE X3 I 0) i 5' -8" * WT�Q_VM TYPE Y3 BATHROOM TYPE ) �B A THR� �0 0�M TYPE X2 L6—C —T.dwg 1�2" = 1'— Q" L4— C —F.dwg LS— C —F.dwg 0 I I N I h 2 BATHROOM TYPE XBdwg 1' -9y4 1 BATHROOM TYPE W 1 1/2" = 1'— 0" L2— C —L.dwg STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 006 PERMIT /BID 02.15.05 C D B A PRO P KEYPLAN _1� ENLARGED BATHROOM PLAN TYPES M "1 6' — 0%" IL \II I 11 3' -6y2" 2' -9y2" SHEET NOTES 1. SEE ID DWGS FOR FINISH MATERIAL, ELEVATIONS AND MILLWORK DETAILS 2. SEE ID DWGS AND SPEC FOR FIXTURES AND APPLIANCES OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD [ GREAT RM RESTROOMS 3 11 /2" = 1' -0" U —SE RIND RESTROOMS 1' —nl L 1— SE.DWG I W.C. P402 _o N I I N 0 I N I 8 0 i N W.0 P403 co I 0 I _ I P OOL 1 1/2" = V -0 L4 —Z —ROOF. DWG P402A 2'- 1 1 P403A i r` 0 i r� f o I LO 0 I M 0 i i� Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, C.O. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 006 PERMIT /BID 02.15.05 C D 7 5 1 1 A N PROJECT KEYPLAN ENLARGED RESTROOM PLAN TYPES 4 1/2" = 1 OOL RESTROOMS L7— SE.DWG o_ I c I d o_ I ---( N.2 (: l 0 SHEET NOTES 1. SEE ID DWGS FOR FINISH MATERIAL, ELEVATIONS AND MILLWORK DETAILS 2. SEE ID DWGS AND SPEC FOR FIXTURES AND APPLIANCES 3. ALL RANGES SHOULD BE CENTERED WITHIN THE LOWER CABINETS OWNER /DEVELOPER VAIL RESORT'S DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD DESIGN ARCHITECT mgm Denver, Colorado MASTER PLANNER HART ( HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO 9 N I Ln I rn 0 I Lo I N 0 rn i Ln PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 006 PERMIT /BID 02.15.05 010 ADDENDUM 3 05.23.05 012 CD PROG. 2 05.27.05 015 ADDENDUM 7 06.30.05 023 ADDENDUM 14 07.29.05 C B PROJECT N {; PROJECT KEYPLAN ENLARGED RESTROOM FLOOR PLANS 4 '�SKI CLUB RESTROOMS 2 HO7 1 -)NOT U M «.�J �lr•� ii) ail. OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SUPER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE FAI COUNTER 0 i N 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 PERMIT REV 03.24.05 Cj Dj : B j 0 PROfWr N PROJECT KEYPLAN SKATE 1/4" = 1' -0" ENLARGED ELEVATIONS 1I � RENTAL COUNTER MECHNICAL © 2004 4240 ARCHITECTURE, INC. EiE.F.T NOTES: FLOOR /ROOF ASSEMBLY I J` � ' WALL HEAD ACOUSTICAL SEALANT , WALL 1. FOR i FLOOR /CEILING ROOF � GATT INSULATION 4 HEAD �— FLOOR /ROOF ASSEMBLY ( I , f ` I E TYPES SEE SHEET A511. BETWEEN STUDS a ° UL DESIGN N0. HW —D -0061 I FLOOR /ROOF ASSEMBLY r 1ET a ; UL DESIGN N0. HW —D -0022 FLOOR /ROOF ASSEMBLY 2. FOR FOR FIRE ERALD I CONFIGURATION A UL DESIGN NO. HW —D -0035 STOPPING SYSTEMS SEE _ D DEFLECTION TRACK WALL HEAD ACOUSTICAL SEALANT 2081 f SHEET(S) A521, A552. DESIGN WP -709 I i ( CEILING RUNNER TEST REF: J.1/1 J6Q.AC ACOUSTICAL SEALANT og A ILL 3. FOR ACOUSTICAL uu ACOUSTICAL INSULATION INFORMATION SEE SONICS � SUSPENDED CEILING WHERE REPORT, AUGUST 9, 2002 CEILING SECTION i SUSPENDED CEILING CEILING SECTIONFIIdNG SECTION ' I ! IN SECTION 13080 OF THE WHERE IT OCCURS IT OCCURS ! PROJECT MANUAL. 2" BLACK i i CEILING SECTION Juuu SUSPENDED CEILING WHERE 4. USE DENS — SHIELD FOR DUCT LINER ACOUSTICAL INSULATION IT OCCURS SUSPENDED CEILING WET /MOIST WALLS 1" AIR SPACE (2) 5/8" TYPE "X" GWB WHERE IT OCCURRED j CEILING SECTION EACH SIDE, THE ADDTION 2 5/8" METAL STUDS 2 1/2 FURRING SUSPENDED CEILING WHERE LYER FOR SOUND CHANNEL ® 24" O.C. IT OCCURS ATTINUATION. _ 5/8" GWB { /8" GWB EACH SIDE'``. G FLOOR SECTION 3 5/8" METAL STUDS OR DENS — SHIELD �< FACE OF MASONRY FOR WET WALL f FLOOR SECTION OR CONCRETE $" CMU ACOUSTICAL INSULATION (2) LAYERS 5/8" TYPE 'X' GWB r 1" SHAFTLINER ACOUSTICAL SEALANT, I i ACOUSTICAL SEALANT FLOOR SECTION ACOUSTICAL SEALANT FLOOR SECTION ACOUSTICAL INSULATION 'LOOR_SECTION I` l 2 1/2" J. RUNNER ACOUSTICAL INSULATION RE: APECS. ACOUSTICAL 3 „ „ ACOUSTICAL INSULATION REPORT WALL TYPE 'Z. 5/8" GWB ACOUSTICAL SEALANT (2) 5/8 TYPE X GWB " ' F � 3 5/8 METAL STUDS 2 1 /2" METAL STUDS BATT INSULATION EACH SIDE, THE ADDITION I LYRE FOR SOUND �) ATTENUATION METAL STUD BRACING I: PLAN 2 1/2 C —H STUD _ " CMU FACE OF MASONRY z OR CONCRETE PLAN = IN N ' 4 • i 2 1/2 FURRING CHANNEL PL oa - ELAN CHAS WALK PLAN I ' 0 24" O.C. y 2" BLACK', BLACK DUCT QI DUCT LINER F1 i3 RE.: ACOUSTICAL REPORT ' D OUT WALL TYPE 'M' — 2HR U415 'J' —1 HR UL U466 STC 62 WALL TYPE 'F' — 1 HR UBC '7 —� WALL TYPE ' C' — NON RATED .,_. _.� , Q WALL TYPE FURRED Safe: 1 1/2" = 1 -o �t. M scale: , , 2 = , -o �so (: DFWALL 7 TYPE s A501 F Scale: , , 2 = , - o t.DW G C safe: , , 2 = , -o ,►sot.DW OWNER /DEVELOPER ACOUSTICAL INSULATION VAIL RESORTS DEVELOPMENT T�FLOOR/ROOF ASSEMBLY - _� FLOOR /ROOF ASSEMBLY ___ FLOOR /ROOF ASSEMBLY COMPANY WALL HEAD a a BALD HEAD WALL HEAD AVON, COLORADO Q UL DESIGN NO. HW —D -0042 x FLOOR /ROOF WALL HEAD UL DESIGN NO. HW —D -0049 ASSEMBLY ARCHITECT OF RECORD JL CEILING RUNNER CEILING RUNNER TOP RUNNER DESIGN WP -709 ACOUSTICAL SEALANT TEST REF: J.I /1 J6Q.AC ACOUSTICAL SEALANT CEILING RUNNER 000 i CEILING SECTION uu/ C uu/ C:� L�uu/ f �i M MUnn uninnnnan CEILING SECTION CEILING SEC 'jON SUSPENDED CEILING WHERE C SECTION SUSPENDED CEILING WHERE iuuuuuu Uuu IT OCCURS IT OCCURS SUSPENDED CEILING WHERE f I IIIII T OCCURS ACOUSTICAL INSULATION WHERE DE Denver, Colorado CEILING S ECTIOO MASTER PLANNER ACOUSTICAL INSULATION ACOUSTICAL INSULATION DESIGNARCHTPECT SUSPENDED CEILING WHERE - - 5/8 - TYPE "X" GWB EACH HART HOWERTON ACOUSTICAL INSULATION IT OCCURS SIDE — 3 5/8" METAL STUDS NEW YORK 5/8" GWB EACH SIDE 1" DUCT LINER FLOOR SECTION 5/8" GWB NEW YORK, 5/8" GWB FOR SOUND ATTINUATION OR MOISTURE RESISTANT (2) 5/8" GWB N "" 5/8 GWB EACH SIDE FOR WET WALL O &NEW AL.ENGINEER FLOOR SECTIO 3 5 8 METAL STUDS " MONROE &NEWELL ENGINEERS, INC TYPE X GWB AVON, COLORADO 5/8 " / ACOUSTICAL SEALANT CATOR,PM1ANDASSSSOOCCIATES,CO. 1/2" RESILIENT CHANNEL FLOOR SECTION 1 " SHAFTLINER RE. SPECS. ACOUSTICAL FLOOR SECTION 3 5/8" METAL STUDS REPORT WALL TYPE V. ACOUSTICAL INSULATION CIVIL ENGINEER FLOOR SECTION ACOUSTICAL INSULATION — ACOUSTICAL SEALANT 3 5/8" METAL STUDS 5/8" GWB ALPINE ENGINEERING, INC. lY4TE 3 5/8" METAL STUDS VAIL, COLORADO 2 1/2" J. RUNNER INTERIORDESIGN RE: APECS. ACOUSTICAL ACOUSTICAL SEALANT 5/8 GWB EACH SIDE ACOUSTICAL SEALANT ACOUSTICAL INSULATION FCU ACOUSTICAL SEALANT REPORT WALL TYPE ' —' FOR SOUND ATTENUATION PLAN ��� EDWA DS, CODO 5/8" TYPE "X" GWB 3 5/8" METAL STUDS EACH SIDE 1" DUCT LINER (2) 5/8" GW ACOUSTICAL INSULATION ACOUSTICAL INSULATION 3 5/8" METAL STUDS 2 1 /2 "C —H STUD �_ � 5/8 "GWB EACH SIDE 3 5/8" METAL STUDS H5 " S. NO INSULATION - -- - PLAN - - B4 " PROJECT NUMBER 20826.01 PLAN PLAN `0 "-Ac" B3 ISSUE REVISION DATE 5/8" GWB 1/2- B2 S'T'UDS Tu RESILIENT CHANNEL H2 " " Ei " B1 " 002 DD PROG. 1 04.12.04 PI H1 003 DD PROG. 2 05.21.04 es _ c _ 7 _ 7 �������� � ��� L WWALL TYPE ' E' — FCU WALL TYPE ' B' — NON RATE 004 PRICING PKG. 06.21.04 2 1 0 Scale: 1 1 2 = 1 —0 �sot.DwG H Scale: 1 1 2 = 1 —0 �tSOt.DWG E Scale: 1 1/2 = 1 —0 AWI.DW B Scale: 1 1/2 = 1 —0 A501.13W 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 SPA SPA TREATMENT ROOM TREATMENT ROOM CORRIDOR UNIT WALL READ ` FLOOR /ROOF ASSEMBLY _ WALL HEAD I FLOOR /ROOF ASSEMBLY WALL HEAD - -- a FLOOR /ROOF ASSEMBLY ��` HEAD ACOUSTICAL SEALANT UL DESIGN NO. HW —D -0042 - -- UL DESIGN NO. HW —D -0042 ACOUSTICAL INSULATION WALL HEAD UL DESIGN NO. HW —D -0049 --- UL DESIGN NO. HW —D -0049 FLOOR /ROOF FLOOR ASSEMBLY ASSEMBLY TOP RUNNER FIRESTOP ; CEILING RUNNER ACOUSTICAL SEALANT TOP RUNNER 0001 00 no ACOUSTICAL INSULATION 5/8" TYPE "X" GWB ' - -- - - - - - -- CEILING SECTION INSULATION CEILING SECTION SUSPENDED CEILING SUSPENDED CEILING WHERE SUSPENDED CEILING WHERE CEII.ING SECTION WHERE IT OCCURS CEILING SECTION SUSPENDED CEILING IT OCCURS IT OCCURS WHERE IT OCCURRED CEILING SECTION 1" AIR SPACE ACOUSTICAL INSULATION ( SUSPENDED CEILING WHERE ACOUSTICAL fNSULATION .-- —1" DUCT LINER AT WALL TYPE A3 ONLY IT OCCURS 2 1/2 METAL STUD ONE LAYER OF I 5/8" GWB 5/8" TYPE "X" GWB 2 1/2" METAL STUDS (2) 5/8" GWB EXTERIOR FINISH 5/8" TYPE "X" GWB EACH 5/8" GWB 5/8" GWB SIDE OR MOISTURE RESISTANT j 8" METAL STUDS _ FACE OF MASONRY FLOOR SECTION FOR WET WALL C 1/2" RESILIENT CHANNEL OR CONCRETE D FLOOR SECTION ` ACOUSTICAL SEALANT FLOOR SECTION FLOOR SECTION ,� I ACOUSTICAL SEALANT 3 5/8" METAL STUDS FLOOR SECTION 3 5/8" METAL STUDS 1 /2 RESILIENT CHANNEL NOTE B ACOUSTICAL SEALANT -ACOUSTICAL INSULATION A RE: APECS. ACOUSTICAL ACOUSTICAL SEALANT ACOUSTICAL SEALANT 5/8" GWB 2 1/2" METAL STUDS -- -- ------ y REPORT WALL TYPE 'W'. 5/8" TYPE "X" GWB EACH SIDE _ ---- - - - - -- ------------------- - - - - -- -- - - - - -- - - - -- PROJECT 1/2" RESILIENT CHANNEL N (2) 5/8" GWB 100 :.= PROJECT KEYPLAN ACOU TICAL INSULATION "' (2) 5/8" GW ACOUSTICAL INSULATION 5/8" TYPE "X" GWB EACH SID ACOUSTICAL INSULATION 3 5/8" METAL STUDS PZALY 00 3 5/8" METAL STUDS PLAN �n PLAN L pi-�N STUDS 2 LAYER OF GWB — 4� M STUDS W/ RESILIENT CHANNE K3 M . Y 8" METAL STUDS D3 FACE OF MASONRY A4 OR CONCRETE M WALL TYPES DETAILS STUDS 11 DUCTLINER - -_- ACOUSTICAL INSULATION D2 2 1/2" FURRING CHANNEL tso - � ' „ STUDS 5/8" GWB 1/2" RESILIENT CHANNEL " 1 CHANNE ® 24" O.C. STUD WITHOUT RESILIENT N1 " Ki G1 " D1 /l3 5 /8" STUDS WALL TYPE 'N' — 1 HR U541 STC 55 WALL TYPE 'K 1 HR U419 WALL TYPE ' G' — 1 HR U419 STC 45 WALL TYPE 'D'— FURRED OUT WALL TYPE 'A' — NON RATE A501 K sale: 1 1/2" = , -o Scale: A5 Oi.D W G G Scale: 1 1 2 = , -o �so t.D W G D 1 _1/ 2_ w = __ 1 -o AWI.DW A Scale: , , 2 = , -o ASDt.OWG OWNER /DEVELOPER GRID VAIL RESORTS UNIT CORRIDOR DEVELOPMENT FLOOR/ROOF ASSEMBLY COMPANY NA' HEAD AVON, COLORADO ARCHITECT OF RECORD —VAPOR BARRIER J DOUBLE TOP TRACK T<A` _6" MTL STUD C� 0001 000 l uuu CEILING SECTIO C�1_ FIN. FLOOR SUSPENDED CEILING WHERE Denver, Colorado 'z - IT OCCURS c MASTER PLANNER FIRE STOP, DESIGN ARCHITECT 4 5 _ACOUSTICAL INSULATION HARTIHOWERTON EXTERIOR FINISH, TERMINATION BAR NEW YOM NEW YORK RE: ELEVATIONS ti UNIT CORRIDOR 5/8 GWB STRUCTURAL ENGINEER C::� MONROE & NEWELI, ENGINEERS, INC VAPOR BARRIER D GWB AVON,COLORADO 2 1/2 MTL STUD TERMINATES UNDER BAR (2) 5/8 MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. KD 1/2 RESILIENT CHANNEL DENVER, COLORADO CONT. AIR ( FLOOR SECTION BARRIER �STL BEAM. METAL STUDS NGINF Xa RE: STRUCT. 3 5/8 CrVIL r 00 ALPINE ENGINEERING, INC. C VAIL, COLORADO CONTROL JOINT, 1 1/2 COLD- INTERIOR DESIGN WHERE INDICATED SLIFER DESIGNS ON DRAWAINGS ROLLED CHANNELS RE: SPECS. ACOUSTICAL 1/4 NONHARDNING, FIRE EDWARDS COLORADO 0 24"o.c. REPORT WALL TYPE Y. RATED SEALANT 1/4 FIRE RATED SEALANT SLIPTRACK (2) 5/8 GWB ACOUSTICAL INSULATION 5/8 TYPE - X - SYSTEM EACH SIDE 3 5/8 METAL STUDS GWB ON EACH SIDE VAPOR BARRIER PROJECT NUMBER: 20826.01 PLAN 6" MTL STUD ISSUE REVISION DATE 6" i CHANNEL VAPOR BARRIER & 003 DDPROG.2 05.21.04 CONTROL JOINT AT EXT. WALL TYP. 004 PRICING PKG. 06.21.04 V Scale: 1 1/2" 1'-0" A502.DWG 005 CD PROG, 1 01.14.05 006 PERMIT /BID 02.15.05 T' UNIT, MECHNICAL OR STAIR SHAFT CORRIDOR, CORRIDOR, ELEVATOR SHAFT OCCUPIED SPACE OCCUPIED SPACE DESIGN WP-709 TEST REF: J.I/1J6Q.AC DESIGN WP-709 TEST REF: J.1/1J6Q.AC TAPE & JT. COMP. TYP. ONE HOUR WALL, HE" WALL HEM CONSTRUCTION AOOO 3 5/ 8" 5/8" FIRE-SHIEL CEILING SECTIO uu CEILING SECTION M ETAL GYPSUM WALLBOARD I q ���SUSPENDED CEILING WHERE ' CEILING WHERE STUDS 1 LAYER AT TWO HOUR C__ IT OCCURS IT OCCURS ONE HR. SMOKE C=7:� CONSTRUCTION WT WALLBOAR PARTITION -HIGHER PRIORITY WALL--- WALL TYPE 'A4' WAAL TYPE 'A4' C - 2 HR U419 WALL —WALL TYPE V D FLOOR SECTIO FLOOR SECTION D B PROJW CORRIDOR WALL ,,,—NON -RATED WALL PROJECT KEYPLAN . ... . ............. WALL TYPE 'A4'— TEST REF WALL TYPE 'A4"— GOLD BOND QA PLAN PLAN FM W1A-1HR WP 1200 W OSU T-1770 ALL TYPES UL 0411 WP 1711 2 HR UL NO. U419 - 1, 1 0 00 WALL TYPE 'M" D ETAI LS OSU T-1771 I $ RE; RE; SONICS ESD ACOUSTICAL CRITERIA 5/8 TYPE 'X' GWB EACH SIDE ► SONICS ESD ACOUSTICAL CRITERIA INTERSECTION OF RATED WALL TYPE 'R' - STC Scale: 1 1/2" = 1'-0" A502.DWG A502 (y SC ( 1 " LINER BOARD I STUD @ 24 "O.C. (3) 1/2" TYPE "X" GYPSUM BOARD 2 1/2" J TRACK SHAFT CONSTRUCTION SHALL MEET TEST REF; WHI 694.0300.1. NATIONAL GYPSUM COMPANY GOLD BOND BUILDING PRDUCTS DETAIL No. 09260 -09 Q ��A NTAL SHAFT 2HR 5" CCONCRETE SLAB RE: ICE RINK DWG COLLING PIPES ICE SKATE RINK RE: ICE RINK DWG 4" MIN. RIGID INSULATION { R 20 MIN.) DRAIN AND PROTECTION BOARD ON WATERPROOFING SYSTEM. RE: WP DWGS CONCRETE TOPPING SLOPED TO FLOOR DRAIN. RE: STRUC 0 QO ^I - T — — — — a —.— — — a —.— —. d — — — — — ° z_ CONCRETE AND CL. METAL DECKING RE: STRUC. UL D916 GARAGE SPACE STRUCTURAL BEAM RE: STRUC. FIREPROOFING 1 1/2'= 1' - 0" VAPOR RETARDER A511.d" SPA FINISH FLOOR RE: ID (3) 1/2" OSB OR PLYWOOD SUBFLOOR LOW DENSITY FIBERGLASS 3 MM BUILDING FELT 1x2 SLEEPER 924 "OC a G 4 d CONCRETE OPPING RE: STRUC. METAL DEC ING RE: STRUC. STRUCTURA BEAM RE: STRUC. R 30, BATT INSULATION GARAGE /RAMP NOTE: SUSPENDED CEILING & FINISH FLOOR ARE NOT PART OF FIRE RATED ASSEMBLY N r L vvt�, 1 1 /2 "= V -0" E - 2HR UL NO. D A511.M CONCRETE AND 1 /2" MIN. CONCRETE TOPPING R 10 BATT METAL DECK \ — I 2% SLOPE TO FLOOR DRAIN 2H INSULATION STRUC. RE: STRUC. R FLOOR UL D916 ICBO REPORT # 3479 M SOFFIT TYPE - c z GARAGE SPACE FLOOR TYPE — PLA.2 f 1 1/2 "= V -0" A511A" PARKING SPACE 2 3/8" STONE PAVERS RE: HARSCAPE PLAZA SPACE 2" SAND WITH SNOWMELT TUBING (RE: MECHANICAL /PLUMBING DWGS.) 4" RIGID INSULATION (R 20) 2" MIN. ROAD BASE WATERPROOFING SYSTEM WITH DRAIN AND PROTECTION BOARD 4" RIGID INSULATION SLOPE TO DRAIN HARDSCAPE o o 0 z I i 2 HR WALL a d J 00 z o a a .LT SYSTEM IG SYSTEM �D PROTECTION 4" RIGID INSULATION (R 20 MIN.) 2% SLOPED CONCRETE SLAB TO FLOOR DRAIN. RE: SRUC 2 HR FLOOR UL D779 RE: STRUC PARKING SPACE R 10 BATT INSULATION ACT INTERIOR SPACE BELOW � FLOOR TYPE — TERRACE FLOOR L / 1 1/2'= V -0" A511. NOTE: ICBO REPORT NO. 3246 & PRE STRESS CONCRETE MANUAL DESIGN FOR FIRE RESISTANCE OF PRE CAST / PRE STRESS CONCRETE SECOND ADDITION. Vj TYPE -- 2HRS CONC. ROOF TILE ON 1 x VERT. BATTENS ON 1 x HORL BATTENS ON ICE & WATER SHIELD. RE: SPECS. 3" CONCRETE TOPPING ELEC. SNOWMELT SYSTEM SET WATERPROOFING SYSTEM WITH DRAIN AND PROTECTION BOARD 4 ' /FT. SLOPE 41, . a d d n ° a � d a STRUCTURAL BEAM RE: STRUC. K FL00 1 1/2'= 1' -0" 2% SLOPED CONCRETE SLAB TO FLOOR DRAIN. RE: SRUC 2 HR FLOOR UL D779 SOFFIT 'PE "X" C J I 1\ n l n l 1 L I L V I I I\ L I I\ V V I I I V V G ROOF " - TYPE - 1HR FOOF, UL P732 STRUCTURAL BEAM RE: STRUC. FIREPROOFING 'HATER NAIL ION v11N.) -- 4 — a- - - -. - - - -. —. 4 a d a CONCRETE SLAB ON METEL DECK ON STRUCTURAL BEAM RE: STRUC. UL D779 fp FLOOR TYPE — RAISED F 1 1 /2 "= 1' -0" OMMF NOTE: SUSPENDED CEILING IS NOT PART OF FIRE RATED ASSEMBLY EQUIPMENT PAD - E 1HRFLOOR UL P'72 V- 0 * UTROTYK D R OOF METAL DECK SPRAY APPLIED FIRE PROTECTION STRUCTURAL FRAME E -- 1 HR ROOF, UL P73 DTRaMD SPRING ISOLATORS MIN. STATIC DEFLECTION 3.0" MASON INDUSTRIES SLFH OR EQUIVALENT WATERPROOFING SYSTEM 4" MIN TAPERED RIGID INSULATION (R 20 MIN.) 4" CONC. HOUSKEEPING PAD 5/8" TYPE "X" DENSDECK METAL DECK SPRAY APPLIED FIRE PROTECTION W30N OR EQUIVALENT MASON INDUSTRIES ISOLTAOR © 48" O.C. MIN. STATIC DEFLECTION 1 " STRUCTURAL FRAME 2 LAYERS 5/8" GYPSUM BOARD m E "X" DENSDECK SINGLE —PLY ROOFING MEMBRANE SYSTEM 4" MIN TAPERED RIGID INSULATION (R 20 MIN.) TOILET ROOM/ BATHROOM CERAMIC TILE RE: 1. D. THIN SET % ° 4 ° d n CONCRETE LAB ON METEL DECK ON STRUCTURAL BEAM RE: STRUC. STRUCTURAL BEAM RE: STRUC. 5/8" GWB 3 1/2" BATT INSULATION GRID SYSTEM NOTE: SUSPENDED CEILING & FINISH FLOOR ARE NOT PART OF FIRE RATED ASSEMBLY C vr.Lvu - 1 1/2 "= 1' -0" OCCUPIED SPACE c^r�nlr iR FLOOR DTFLTYOC i :IER BASEMENT/ GARAGE NOTE: SUSPENDED CEILING & FINISH FLOOR ARE T PART OF FIRE RATED ASS Y B r Lv v ry 1 1/2 "= V -0' CARPET ON PAD RE: 1. D. INSULATION CONCRETE FILL VAPOR BARRIER 3R FLOOR U A511.DIM OCCUPIED SPACE OCCUPIED SPACE NOTE: SUSPENDED CEILING & FINISH FLOOR ARE NOT PART OF FIRE RATED ASSEMBLY A FLO TYPE-'A' i 1/2'= 1' -0' �N CARPET ON PAD RE: I.D. OUSTICAL INSULATION CONCRETE FILL RE: 1. D. 77 7z 57 7 ° a d d O d CONCRETE SLAB ON METAL DECK ON STRUCTURAL BEAMS RE: STRUC. ISOLATION HANGER RE; A. C. G. D. FIBERGLASS RE; A.C.G.D. GRID SYSTEM 5/8" GWB __ 11' i • SHEET NOTES 1—SURFACE PREPARATION TO STEEL MUST BE IN ACCORDANCE WITH FIRE PROOFING MANUFACTURE'S REQUIREMENTS. 2 —FLOOR COVERINGS MUST HAVE FLOOR SPREAD AND SMOKE GENERATION RATING IN ACCORDANCE WITH THE OCCUPANCY REQUIREMENTS. 3 —WHERE RATED FIRE WALLS BUTT UP AGAINST THE ROOF OR FLOOR DECK, THIS JOINT SHALL BE FIRE STOPPED WITH A "LISTED" SYSTEM. WHERE A LISTED SYSTEM DOES NOT EXIST, THE FIRE STOPPING SHALL BE COVERED BY AN EJ PROVIDED BY THE CONTRACTOR r OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER & DESIGN ARCHI'T'ECT HART HOWERTON NEW YORK, NEW YORK i STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 C T D B A PROJECT N - PROJECT KEYPLAN FLOOR, R00F AND CEILING TYPES A51 I /R" uARnrnnrnnn P nnQ RE: WALL TYPES SUSPENDED CEI 1 1/2 1 ' -0" FIBERGLASS, RE: A.C.G.D. GRID SYSTEM PIB (POLYISOBUTYLENE) TAPE & JT. COMP. - TYP. OCCUPIED SPACE .1 v U 1 L SUSPENDED CEILING IS NOT PART OF FIRE RATED ASSEMBLY COOLING TOWER PAD - T 1HR - FLOOR UL P'732 OCCUPIED SPACE MECHANICAL OR ELECTRICAL NOTE: SUSPENDED CEILING IS NOT PART OF FIRE RATED ASSEMBLY r� LV Via OCCUPIED SPACE A51"wy CONC. ON 2-1/2" 20 GA COMPOSITE DECK CARPET ON PAD RE: 1. D, 5/8" TYPE "X" DENSDECK a 0 W30N OR EQUIVALENT MASON INDUSTRIES ISOLATOR ® 48" O.C. MI STATIC DEFLECTION 1" 0 FIBERGLASS RE; A.C.G.D. GRID SYSTEM BALLROOM OR PRE - FUNCTION NOTE: SUSPENDED CEILING IS NOT PART OF FIRE RATED ASSEMBLY R FLOOR TYPE - 1/2 "= 1' -0" A512dwq STRUCTURAL FRAMING FOR COOLING TOWERS RE: STRUCTURE 3" TOPPING SCORED SLAB ELECTRIC MAT SNOWMELT SYSTEM, RE: MECH FOR LOCATION WATERPROOFING SYSTEM 4" MIN TAPERED RIGID INSULATION 4" CONC. HOUSKEEPING PAD 5/8" TYPE "X" DENSDECK METAL DECK SPRAY APPLIED FIRE PROTECTION W30N OR EQUIVALENT MASON INDUSTRIES ISOLTAOR @ 48" O.C. MIN. STATIC DEFLECTION 1 " STRUCTURAL FRAME 2 LAYERS 5/8" GYPSUM BOARD ISOLATION HANGER 48" O.C. 0.20" MIN. STATIC DEFLECTION (KINETICS TYPE AF -100 OR EQUAL) 1 LAYERS 5/8" GYPSUM BOARD PANEVA CONC. ON 2-1/2" 20 GA COMPOSITE DECK 5/8" TYPE "X" DENSDECK 2" BLACK DUCT LINER SECURED WITH IMPALING PINS AND RETENTION CLIPS Ll 1• • METAL DECK FING 2 LAYERS 5/8" GYPSUM BOARD SPRAY APPLIED FIREP OOFING 916 C B N PROJECT KEYPLAN FLOOR, ROOF AND CEILING TYPES BE wto NOTE: — ACCEPTABLE MANUFACTURERS: REFER TO SPECIFICATIONS FOR ADDITIONAL ACCEPTABLE MANUFACTURERS — GYP WRAP MAY BE REQUIRED AT PENETRATIONS FOR DUCT AND FIRE — DAMPERS AND THE CONTRACTOR IS TO VERIFY WITH LOCAL BUILDING OFFICIAL AND PROVIDE IF REQUIRED. System No. C -AJ -1291 F Rating - 2 -HR T Rating - 0 -HR SECTION A -A 1. Floor or Wall Assembly — Min 2 -1/2 in, thick reinforced lightweight or normal weight (100 -150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam of opening is 30 -7/8 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Through — Penetrant — One metallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between pipe or conduit and periphery of opening shall be min 0 in. to max 7/8 in. Pipe or conduit to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes or conduits may be used: A. Steel Pipe Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe Nom 30 in. diam (or smaller) cost or ductile iron pipe. C. Copper Pipe Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. D. Copper Tubing Nom 6 in. diom (or smaller) Type L (or heavier) copper tubing. E. Conduit Nom 6 in. diam (or smaller) steel conduit. F. Conduit Nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT). ) 3. Fill, Void or Cavity Material* — Sealant — Min 1/2 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. At the point contact location between pipe and concrete, a min 1/4 in. diam bead of fill material shall be applied at the concrete /pipe interface on the top surface of floor and on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS — ONE Sealant *Bearing the UL Classification Marking METAL PIPE THROUGH CONC: System No, W -L -2078 F Ratings - 1 & 2 Hr (See Item 1) T Ratings - 1 & 2 Hr (see Item 1) SECTION A -A 1. Wall Assembly — The fire — rated gypsum wallboard /stud wall assembly shall be constructed of the materials and in the manner specified in the individual 0300 or 0400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the construction features noted below. The hourly F Rating and T Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2 -1/2 in. wide and spaced max 24 in. OC. B. Wallboard, Gypsum* — Nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam of opening is 7 in. 2. Through — Penetrants —One nonmetallic pipe, conduit or tubing to be installed within the firestop system. The annular space between pipe and periphery of opening shall be min 0 in. (point contact) to max 1/2 in. Pipe or conduit to be rigidly supported on both sides of the wall assembly. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe — Nom 6 in. diam (or smaller) Schedule 40 solid —core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 6 in. diam (or smaller) SDR17 CPVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. C. Acrylonitrile Butadiene Styrene (ABS) Pipe — Nom 6 in. diam (or smaller) Schedule 40 solid —core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems D. Flame Retardant Polypropylene (FRPP) Pipe — Nom 6 in. diam (or smaller) Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. 3. Firestop Device* — Firestop Collar — Firestop collar shall be installed in accordance with the accompanying installation instructions. Collar to be installed and latched around the pipe and secured to both sides of the wall using the anchor hooks provided with the collar. (Minimum 2 anchor hooks for 1 -1/2 and 2 in. diam pipes, 3 anchor hooks for 3 and 4 in. diam pipes, and 6 anchor hooks for 6 in. diam pipes). The anchor hooks are to be secured to the surface of wall with 3/16 2 -112 in. long toggle bolts along with washers. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, Inc. — CP 643 50/1.5 ", CP 643 63/2 ", CP 643 90/3 ", CP 643 110/4" or CP 642 160/6" Firestop Collor *Bearing the UL Clossification Marking PLASTIC PIPE THROUGH M CAJ- 3095.dwg al System No, W -L -1054 F Ratings - 1 and 2 Hr (See Items 1 and 3) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM /Sq Ft L Rating At 400 F - 4 CFM /Sq Ft SECTION A -A 1. Wall Assembly The 1 or 2 hr fire —rated gypsum wallboard /stud wall assembly shall be constructed of the materials and in the manner specified in the individual 0300 or 0400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2 -1/2 in, wide and spaced max 24 in. OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw — attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diam of the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. clearance is present between the penetrating item and the framing on all four sides. B. Gypsum Board* 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual 0300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 32 -1/4 in. for steel stud walls. Max diam of opening is 14 -1/2 in. for wood stud walls. The F Rating of the firestop system is equal to the fire rating of the wall assembly. 2. Through— Penetrants One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. An annular space of min 0 in. to max 2 -1/4 in. is required within firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metalkc pipes, conduits or tubing may be used: A. Steel Pipe — Nom 30 in diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 30 in. diam (or smaller) cast or ductile iron pipe. C. Conduit — Nom 4 in diam (or smaller) steel electrical metallic tubing or 6 in. diam steel conduit. D. Copper Tubing — Nom 6 in. diom (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe — Nom 6 in. diam (or smaller) regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* — Sealant Min 5/8 in, or of fill material applied within the annulus, flush with both surfaces of wall for 1 or 2 hr walls, respectivley. At the point contact location between pipe and wall, a min 1 in. diam bead of fill material shall be applied at the pipe covering /wall interface on both surfaces of wall . HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS —One Sealant *Bearing the UL Classification Mark METAL PIPE THROUGH CAJ- 1382.dwg UL /cUL SYSTEM NO, C -AJ -1382 METAL PIPE THROUGH CONCRETE FLOOR /WALL OR BLOCK WALL ASSEM TOP VIEW T 3 F- RATING = 3 -HR, T- RATING = 0 -HR. SECTION A -A tt 1, CONCRETE FLOOR OR WALL ASSEMBLY (3 -HR, FIRE - RATING) 1 A, LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN, 4 -1/2' THICK), B, LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL (MIN, 7' THICK), C. ANY UL /ULC CLASSIFIED CONCRETE BLOCK WALL, 2, PENETRATING ITEM TO BE ONE OF THE FOLLOWING = A, MAXIMUM 4' NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER). B, MAXIMUM 4' NOMINAL DIAMETER CAST IRON PIPE, C, MAXIMUM 4' NOMINAL DIAMETER COPPER PIPE, D, MAXIMUM 4' NOMINAL DIAMETER EMT OR STEEL CONDUIT, 3, MINIMUM 2' THICKNESS MINERAL WOOL (MIN, 4 PCF DENSITY) TIGHTLY PACKED, 4, MINIMUM 2 -112' DEPTH HILTI CP 620 FIRE FOAM, FLUSH WITH TOP SURFACE OF FLOOR, NOTES 1 1, MAXIMUM DIAMETER OF OPENING = 10, 2, ANNULAR SPACE = MINIMUM 0', MAXIMUM 5 -7/8'. 3, MINIMUM 2 -1/2' DEPTH HILTI CP 620 FIRE FOAM IS REQUIRED ON BOTH SIDES OF A WALL ASSEMBLY, CAJ- 3095.dwg System No, HW -D -0042 Assembly Ratings - 1 and 2 Hr (See Items 2 & 3A) Joint Width - 1 In, Max Class II Movement Capabilities - 50% Compression or Extension i 1. Floor Assembly The fire —rated fluted steel deck /concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor — Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Form Units* Max 3 in. deep gaiv steel fluted units. B. Concrete Min 2 -1/2 in. thick reinforced concrete, as measured from the top plane of the floor units. C. Spray — Applied Fire Resistive Materials* (Optional)- -(Not Shown)- -Prior to the installation of the steel ceiling runners, Forming Material and Fill, Void or Cavity Material (items 2A, 3A, 313) the steel floor units may be sprayed with a min 5/16 in, to max 1 -3/4 in. thickness of fire resistive material. W R GRACE & CO — CONN CONSTRUCTION PRODUCTS DIV -- Type MK -6 —HY 2. Wall Assembly — The 1 or 2 hr fire rated gypsum boord /steel stud wall assembly shall be constructed of the materials and in the manner described in the individual 0400— Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: Steel Floor And Ceiling Runners Floor and ceiling runners of wall assembly shall consist of min 25 go gaiv steel channels sized to accommodate A. steel studs (Item 2B). Ceiling runner to be provided with 2 in. flanges. Ceiling runner secured to valleys of steel floor units (Item 1A) through fire resistive material with steel or welds spaced max 12 in. OC. When optional spray applied material fasteners is used on the steel floor units, steel ceiling runner shall be secured through the spray applied material to each valley of floor unit with min 3/16 in. diam steel masonry anchors. Light Gouge Framing * — Slotted Ceiling Runner As on alternate to the ceiling runner in Item 2A, slotted ceiling runner to consist of golv steel Al. channel with slotted flanges sized to accommodate steel studs (Item 2B). Slotted ceiling runner installed perpendicular to direction of fluted steel floor units and secured to valleys with steel fasteners spaced max 24 in. OC. SLIPTRACK SYSTEMS INC -- SLP —TRK A2 . Light Gauge Framing * — Vertical Deflection Ceiling Runner — As an alternate to the ceiling runners in Items 2A and 2A1, vertical deflection ceiling provided with runner to consist of gaiv steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips, step bushings, for permanent fastening of steel studs. Flange sized to accommodate steel studs (Item 2B). Vertical deflection ceiling runner installed perpendicular to direction of fluted steel floor units and secured to valleys with steel fasteners spaced max 24 in. OC . THE STEEL NETWORK INC -- VertiTrack VTD250, VTD358, VfD400, VTD600 and VTD800 B. Studs — Steel studs to be min 2 -1/2 in. wide. Studs cut 1/2 to 3/4 in. less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. long wafer head steel screws at midheight of slot on each side of wall. Stud spacing not to exceed 24 in. OC. When vertical deflection ceiling runner (Item 2A2) is used, steel studs secured to slotted vertical deflection clips, through the bushings, with steel screws at midheight of each slot. Stud spacing not to exceed 24 in. OC . C. Gypsum Board* — Gypsumboard installed to a min total thickness of 5/8 in. and 1 -1/4 in, on each side of wall for 1 and 2 hr rated assemblies, respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that a max 1 in. gap shall be maintained between the top of the gypsumboard and the bottom of the steel floor units and the top row of screws shall be installed into the studs 3 -1/2 to 4 in. below the lower surface of the floor. 3. Joint System Max separation between bottom of floor and top of wall at time of installation of joint system is 1 in. The joint system is designed to accommodate a max 50 percent compression or extension from its installed width. The joint system consists of forming material and a fill material, as follows: A. Forming Material* Min 8 pcf density mineral wool batt insulation cut approx 25 percent wider than the flutes and with a length opprox equal to the overall thickness of the wall. Multiple pieces stacked on top of each other, as needed, and then compressed 50 percent in thickness an i nserted serted into the flutes of the steel floor unit ab ove h o f s b e t e top o the ceiling runner. The mineral wool bott insulation is to project beyond each side of the ceiling runner, flush with wall surfaces. Nom 5/8 in. and 1 -1/4 in. wide strips for 1 and 2 hr rated assemblies, repectively, of min 8 pcf mineral wool butt insulation are to be cut to fill the gap between the top of the gypsumboard and bottom of the steel floor units. The strips of mineral wool are and tightly packed, cut edge first, into the gap between the top of the compressed 50 percent gypsumboard and bottom of the steel floor units on both sides of the wall. ROCK WOOL MANUFACTURING CO -- Delto —Board B. Fill, Void or Cavity Material* Min 1/8 in, wet thickness of fill material sprayed or troweled on each side of the wall to completely cover mineral wool forming material and to overlap a min Resistive Material* is applied to the Steel Floor and Form Units *, the fill material is to overlap the gypsumboard a min of 1/2 in. and the Spray — Applied Fire Resistive Material a min of 2 in, on both sides of wall. When spray — applied fire resistive materials are used, the CP 672 firestop spray shall overlap the wall a min 1/2 in. and overlap the spray — applied fire resistive material a min of 2 in. on both sides of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 672 Firestop Spray *Bearing the UL Classification Mork YPSUM WALL TO METAL DEC CAJ- 1382.dwg UL /cUL SYSTEM NO, C -AJ -1388 MULTIPLE M ETAL CONDUITS THROUGH CONCRETE FLOOR /WALL OR BLOCK WALL ASSEMBLY F- RATING = 2 -HR. T- RATING = 0 -HR, TOP VIEW T 1. Floor or Wall Assembly — Min 4 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max area of opening 24 sq in. with max dimension of 32 in. See Concrete Blocks (CAZT) in the Fire Resistance Directory for names of manufacturers. 2. Conduit — One or more nom 4 in. diam (or smaller) steel electrical metaliic tubing or steel conduit to be installed either concentrically or eccentrically within the firestop system. The space between conduits or tubes shall be min 0 in. (point contact) to max 1/2 in. The annular space between the conduit or tube and periphery of opening shall be min 0 in. (point contact) to max 2 -3/4 in. Conduit or tube to be rigidly supported on both sides of floor or wall assembly. Conduit — Nom 4 in. diam (or smaller) steel electrical metallic conduit or steel conduit 3. Fill, Void or Cavity Material* — Foam — Min. 5 in. thickness of fill material applied within the annulus, extending 112 in. above the top surface of the floor or both surfaces of wall and overlapping the concrete 1/2 in. on all sides of the opening. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 620 Fire Foam *Bearing the UL Classification Mark SECTION A -A MULTIPLE METAL CONDUITS THROUGH CO NCRETE CAJ- 1291.dwg System No, HW -D -0049 Assembly Ratings - 1 and 2 Hr (See Items 2 and 3B) Nominal Joint Width - 1 In. Class II Movement Capabilities - 50% Compression or Extension �--•- A SECTION A -A 1. Floor Assembly The fire —rated fluted steel deck /concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor — Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Form Units* Max 3 in. deep goly steel fluted units. 04.12.04 B. Concrete Min 2 -1/2 in. thick reinforced concrete, as measured from the top plane of the floor units. O4 005 a C. Spray — Applied Fire Resistive Materials* (Optional)- -(Not Shown)- -Prior to the installation of the steel ceiling runners, Forming Material and Fill, Void or Cavity Material (Items 2A, 3A, a may be sprayed with a min 5/16 in, to max 1 -3/4 in. thickness ' 4 material. d. 1. Floor Assembly The fire —rated fluted steel deck /concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor — Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Form Units* Max 3 in. deep gaiv steel fluted units. B. Concrete Min 2 -1/2 in. thick reinforced concrete, as measured from the top plane of the floor units. C. Spray — Applied Fire Resistive Materials* (Optional)- -(Not Shown)- -Prior to the installation of the steel ceiling runners, Forming Material and Fill, Void or Cavity Material (items 2A, 3A, 313) the steel floor units may be sprayed with a min 5/16 in, to max 1 -3/4 in. thickness of fire resistive material. W R GRACE & CO — CONN CONSTRUCTION PRODUCTS DIV -- Type MK -6 —HY 2. Wall Assembly — The 1 or 2 hr fire rated gypsum boord /steel stud wall assembly shall be constructed of the materials and in the manner described in the individual 0400— Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: Steel Floor And Ceiling Runners Floor and ceiling runners of wall assembly shall consist of min 25 go gaiv steel channels sized to accommodate A. steel studs (Item 2B). Ceiling runner to be provided with 2 in. flanges. Ceiling runner secured to valleys of steel floor units (Item 1A) through fire resistive material with steel or welds spaced max 12 in. OC. When optional spray applied material fasteners is used on the steel floor units, steel ceiling runner shall be secured through the spray applied material to each valley of floor unit with min 3/16 in. diam steel masonry anchors. Light Gouge Framing * — Slotted Ceiling Runner As on alternate to the ceiling runner in Item 2A, slotted ceiling runner to consist of golv steel Al. channel with slotted flanges sized to accommodate steel studs (Item 2B). Slotted ceiling runner installed perpendicular to direction of fluted steel floor units and secured to valleys with steel fasteners spaced max 24 in. OC. SLIPTRACK SYSTEMS INC -- SLP —TRK A2 . Light Gauge Framing * — Vertical Deflection Ceiling Runner — As an alternate to the ceiling runners in Items 2A and 2A1, vertical deflection ceiling provided with runner to consist of gaiv steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips, step bushings, for permanent fastening of steel studs. Flange sized to accommodate steel studs (Item 2B). Vertical deflection ceiling runner installed perpendicular to direction of fluted steel floor units and secured to valleys with steel fasteners spaced max 24 in. OC . THE STEEL NETWORK INC -- VertiTrack VTD250, VTD358, VfD400, VTD600 and VTD800 B. Studs — Steel studs to be min 2 -1/2 in. wide. Studs cut 1/2 to 3/4 in. less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. long wafer head steel screws at midheight of slot on each side of wall. Stud spacing not to exceed 24 in. OC. When vertical deflection ceiling runner (Item 2A2) is used, steel studs secured to slotted vertical deflection clips, through the bushings, with steel screws at midheight of each slot. Stud spacing not to exceed 24 in. OC . C. Gypsum Board* — Gypsumboard installed to a min total thickness of 5/8 in. and 1 -1/4 in, on each side of wall for 1 and 2 hr rated assemblies, respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that a max 1 in. gap shall be maintained between the top of the gypsumboard and the bottom of the steel floor units and the top row of screws shall be installed into the studs 3 -1/2 to 4 in. below the lower surface of the floor. 3. Joint System Max separation between bottom of floor and top of wall at time of installation of joint system is 1 in. The joint system is designed to accommodate a max 50 percent compression or extension from its installed width. The joint system consists of forming material and a fill material, as follows: A. Forming Material* Min 8 pcf density mineral wool batt insulation cut approx 25 percent wider than the flutes and with a length opprox equal to the overall thickness of the wall. Multiple pieces stacked on top of each other, as needed, and then compressed 50 percent in thickness an i nserted serted into the flutes of the steel floor unit ab ove h o f s b e t e top o the ceiling runner. The mineral wool bott insulation is to project beyond each side of the ceiling runner, flush with wall surfaces. Nom 5/8 in. and 1 -1/4 in. wide strips for 1 and 2 hr rated assemblies, repectively, of min 8 pcf mineral wool butt insulation are to be cut to fill the gap between the top of the gypsumboard and bottom of the steel floor units. The strips of mineral wool are and tightly packed, cut edge first, into the gap between the top of the compressed 50 percent gypsumboard and bottom of the steel floor units on both sides of the wall. ROCK WOOL MANUFACTURING CO -- Delto —Board B. Fill, Void or Cavity Material* Min 1/8 in, wet thickness of fill material sprayed or troweled on each side of the wall to completely cover mineral wool forming material and to overlap a min Resistive Material* is applied to the Steel Floor and Form Units *, the fill material is to overlap the gypsumboard a min of 1/2 in. and the Spray — Applied Fire Resistive Material a min of 2 in, on both sides of wall. When spray — applied fire resistive materials are used, the CP 672 firestop spray shall overlap the wall a min 1/2 in. and overlap the spray — applied fire resistive material a min of 2 in. on both sides of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 672 Firestop Spray *Bearing the UL Classification Mork YPSUM WALL TO METAL DEC CAJ- 1382.dwg UL /cUL SYSTEM NO, C -AJ -1388 MULTIPLE M ETAL CONDUITS THROUGH CONCRETE FLOOR /WALL OR BLOCK WALL ASSEMBLY F- RATING = 2 -HR. T- RATING = 0 -HR, TOP VIEW T 1. Floor or Wall Assembly — Min 4 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max area of opening 24 sq in. with max dimension of 32 in. See Concrete Blocks (CAZT) in the Fire Resistance Directory for names of manufacturers. 2. Conduit — One or more nom 4 in. diam (or smaller) steel electrical metaliic tubing or steel conduit to be installed either concentrically or eccentrically within the firestop system. The space between conduits or tubes shall be min 0 in. (point contact) to max 1/2 in. The annular space between the conduit or tube and periphery of opening shall be min 0 in. (point contact) to max 2 -3/4 in. Conduit or tube to be rigidly supported on both sides of floor or wall assembly. Conduit — Nom 4 in. diam (or smaller) steel electrical metallic conduit or steel conduit 3. Fill, Void or Cavity Material* — Foam — Min. 5 in. thickness of fill material applied within the annulus, extending 112 in. above the top surface of the floor or both surfaces of wall and overlapping the concrete 1/2 in. on all sides of the opening. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 620 Fire Foam *Bearing the UL Classification Mark SECTION A -A MULTIPLE METAL CONDUITS THROUGH CO NCRETE CAJ- 1291.dwg System No, HW -D -0049 Assembly Ratings - 1 and 2 Hr (See Items 2 and 3B) Nominal Joint Width - 1 In. Class II Movement Capabilities - 50% Compression or Extension �--•- A SECTION A -A 1. Floor Assembly The fire —rated fluted steel deck /concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor — Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Form Units* Max 3 in. deep goly steel fluted units. 04.12.04 B. Concrete Min 2 -1/2 in. thick reinforced concrete, as measured from the top plane of the floor units. 06.21.04 005 CD PROG. 1 C. Spray — Applied Fire Resistive Materials* (Optional)- -(Not Shown)- -Prior to the installation of the steel ceiling runners, Forming Material and Fill, Void or Cavity Material (Items 2A, 3A, 3B) the steel floor units may be sprayed with a min 5/16 in, to max 1 -3/4 in. thickness of fire resistive material. W R GRACE & CO — CONN CONSTRUCTION PRODUCTS DIV — Type MK -6 —HY 2. Wall Assembly The 2 hr fire rated gypsumboard /steel stud wall 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: A. Steel Floor And Ceiling Runners Floor and ceiling runners of wall assembly shall consist of min 25 go goly steel channels sized to accommodate steel studs (Item 2B). Ceiling runner to be provided with 2 in. flanges. Ceiling runner secured to volleys of steel floor units (Item 1A) through fire resistive material with steel fasteners or welds spaced max 12 in. OC. When optional spray opplied material is used on the steel floor units, steel ceiling runner shall be secured through the spray applied material to each valley of floor unit with min 3/16 in. diam steel masonry anchors. Al. Light Gauge Framing * — Slotted Ceiling Runner As an alternate to the ceiling runner in Item 2A, slotted ceiling runner to consist of goly steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Slotted ceiling runner installed parallel to direction of fluted steel floor units and secured to valleys with steel fasteners spaced max 24 in. OC. SLIPTRACK SYSTEMS INC -- -- SLP —TRK A2. Light Gauge Framing * — Vertical Deflection Ceiling Runner As an alternate to the ceiling runners in Items 2A and 2A1, vertical deflection ceiling runner to consist of goly steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips, provided with step bushings, for permanent fastening of steel studs. Flanges sized to accommodate steel studs (item 2B). Vertical deflection ceiling runner installed parallel to direction of fluted steel floor units and secured to valleys with steel fasteners spaced max 24 in. OC . THE STEEL NETWORK INC -- VertiTrack VTD250, VTD358, VTD400, VTD600 and VTD800 B. Studs Steel studs to be min 2 -1/2 in. wide. Studs cut 1/2 to 3/4 in. less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. long wafer head steel screws at midheight of slot on each side of wall. Stud spacing not to exceed 24 in. OC. When vertical deflection ceiling runner (Item 2A2) is used, steel studs secured to slotted vertical deflection clips, through the bushings, with steel screws at midheight of each slot. Stud spacing not to exceed 24 in. OC . B1. Light Gauge Framing* — Slotted Studes— Slotted steel studs to be used in conjunction with Light Gauge Framing * —Floor and Ceiling Runners (Item 2A4). Slotted steel studs to be min 2 -1/2 in. wide. Slotted steel studs cut 1 in. less in lenght than assembly height with bottom nesting in and secured to both ceiling and floor runners. Ceiling runner secured to preformed slot within steel stud by means of No. 10 by 3/4 in. long low profile head steel screw. Floor runner attached to bottom of steel stud by means of No. 8 by 1/2 in. long pan head steel screw. Slotted steel stud spacing not to exceed 24 in. O.C. STEELER INC -- Slotted Stud B2. Light Gauge Framing* — Slider C —Clip System— As an alternate to the Light Gauge Framing*— Slotted Steel Studs (Item 2b1), a Slider C —Clip System consisting of a C shaped steel clip with a slotted opening and a steel stud to be used in conjunction with Light Gauge Framing — Floor and Ceiling Runners (Item 2A4). Steel clips and studs to be min 2 -1/2 in. wide. Steel clip inserted into inside flange of steel stud without attachmnet. Total length of steel stud cut 1 in. less than assembly height with bottom of steel stud nesting in and secured to floor runner. Floor runner attached to bottom of steel stud by means of No. 8 by 1/2 in. long pan head steel screw. Ceiling runner secured to steel C —Clip by means of No. 10 by 3/4 in. long pan head steel screw located 3/8 in. below top of ceiling runner. Top row of gypsum board screws shall be centered within the preformed slot of the C —Clip. Steel stud Steel stud and steel clips spacing not to exceed 24 in. O.C. STEELER INC -- Slider C Clip System C. Gypsum Board* Gypsumboard installed to a min total thickness of 5/8 in. and 1 -1/4 in, on each side of wall for 1 and 2 Hr rated assemblies respectively . Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that a nom 1 in. gap shall be maintained between the top of the gypsumboard and the bottom of the steel floor units and the top row of screws shall be installed into the studs 3 -1/2 to 4 in. below the lower surface of the floor. The hourly rating of the joint system is equal to the hourly fire rating of the wall. 3. Joint System Max separation between bottom of floor and top of wall at time of installation of joint system is 1 in. The joint system is designed to accommodate a max 50 percent compression or extension from its installed width. The joint system consists of forming material and a fill material, as follows: A. Forming Material* Min 8 pcf density mineral wool butt insulation cut approx 25 percent wider than the flutes and with a length approx equal to the overall thickness of the wall. Pieces stacked to height of 6 in. and then compressed 50 percent in thickness and inserted into the flutes of the steel floor units above the top of the ceiling runner, The mineral wool butt insulation is to project beyond each side of the ceiling runner, flush with wall surfaces. Nom 5/8 in. and 1-1/4 in. wide by 1-1/2 in. high strips of min 8 pcf mineral wool bott insulation for 1 and 2 hr rated assemblies respectively, are to be cut to fill the 1 in. gap between the top of the gypsumboard and bottom of the steel floor units. The strips of mineral wool are compressed and firmly packed, cut edge first, into the gap between the top of the gypsumboard and bottom of the steel floor units on both sides of the wall. ROCK WOOL MANUFACTURING CO -- Delta -8 B. Fill, Void or Cavity Material* Min 1/8 in. wet thickness of fill material sprayed or troweled on each side of the wall to completely cover mineral wool forming material and to overlap a min of 1/2 in. onto gypsumboard and steel deck on both sides of wall. When spray — applied fire resistive material* is applied to the steel floor and form units *, the fill material is to overlap the gypsumboord a min of 1/2 in. and the spray — applied fire resistive material a min of 2 in. on both sides of wall. When spray — applied fire resistive materials are used, the CP672 firestop spray shall overlap the wall a min 1/2 in. and overlap the spray— applied fire resistive material a min of 2 in. on both sides of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP672 Firestop Spray *Bearing the UL Classification Mark GYPSUM WALL TO METAL DEC CAJ_ 1388.dwg OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD u Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL. ENGINEER ALPINE ENGINEERING, INC. VA L, COLORADO INTERIOR DESIGN SNEER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 N PROJECT KEYPLAN FIREPROOFING SYSTEMS A521 NOTE: - ACCEPTABLE MANUFACTURERS: REFER TO SPECIFICATIONS FOR ADDITIONAL ACCEPTABLE MANUFACTURERS - GYP WRAP MAY BE REQUIRED AT PENETRATIONS FOR DUCT AND FIRE - DAMPERS AND THE CONTRACTOR IS TO VERIFY WITH LOCAL BUILDING OFFICIAL AND PROVIDE IF REQUIRED. System No, W -L -1849 F Rating - 1 and 2 Hr (See Items 1 and 3) T Rating - 1/2 Hr FRONT VIEW A� SECTION A -A 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum board /stud wall assembly shall be constructed of the materials and in the manner described in the individual 0400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features. A. Studs - Steel studs 3 -1/2 in. deep, fabricated from 25 MSG goly steel, spaced max 24 in. O.C. B. Gypsum Boards* - The gypsum board type, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max area of opening is 360 sq. in. with max dimension of 30 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed 2. Through Penetrants -One or more nom 2 in. diam (or smaller) rigid steel conduit or electrical metallic tubing (EMT) to be installed within the opening. The annular space between conduits or tubing shall be min 0 in. (point contact) to max 3 -3/8 in. The annular space between conduits or tubing and periphery of opening shall be min) 0 in. (point contact) to max 3 in. Conduit or tubing to be rigidly supported on both sides of wall assembly. 2. Fill Void or Cavity Material - Foam* - Fill material applied within annulus flush with both surfaces of the wall. 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. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP 620 Fire Foam *Bearing the UL Classification Marking DWP1249.dw9 System No, C -AJ -2109 F Rating - 2 and 3 Hr (See Item 3) T Ratings - 0, 1, 2 3 Hr (See Item 3) SECTION A -A 1. Floor or Wall Assembly - Min 4 -1/2 in. thick reinforced lightweight or normal weight (100- 150 pct) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam of opening is 7 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Steel Sleeve - (Optional) - Nom 12 in. diam (or smaller) Schedule 40 (or heavier) steel pipe cast or grouted into floor or wall assembly, flush with floor or wall surfaces. 3. Through Penetrants - One nonmetallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between pipe and periphery of opening shall be min 0 in. (point contact) to max 1/2 in. Pipe to be rigidly supported on both sides of floor or wall assembly. The T Ratings are dependent on the size and /or type of pipe as shown in the table below. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe - Nom 6 in. diam (or smaller) Schedule 40 solidcore of cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 6 in. diam (or smaller) SDR17 CPVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. C. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 6 in. diam (or smaller) Schedule 40 solid - core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. D. Flame Retardant Polypropylene (FRPP) Pipe - Nom 6 in. diam (or smaller) Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Pipe Type Nom Pipe Diam in. F Rating, hr PVC, CPVC Greater than 6 2 PVC, CPVC, ABS, FRPP 6 or smaller 3 Pipe Type Nom Pipe Diam in. T Rating, hr PVC, CPVC, ABS, FRPP 1-1/2, 2, 3 2 PVC, CPVC, ABS, FRPP 4 3 PVC, CPVC, ABS +, FRPP 6 3 PVC, CPVC Greater than 6 0 ABS ++ 6 0 + - indicates solid core ABS only ++ - indicates cellular core ABS only 4. Fill, Void or Cavity Material* - Sealant - Min 1/2 in. thickness of fill material applied within the annulus, flush with bottom surface of floor or with both surfaces of wall. HILTI, Inc. - FS -ONE Sealant 5. Firestop Device* - Firestop Collar - Firestop collar shall be installed in accordance with the accompanying installation instructions. Collar to be installed and latched around the pipe and secured to underside of floor or both sides of wall using the anchor hooks provided with the collar. (Minimum 2 anchor hooks for 1 -1/2 and 2 in. diam pipes, 3 anchor hooks for 3 and 4 in. diam pipes, and 6 anchor hooks for 6 in. diam pipes). The anchor hooks are to be secured with 1/4 in. diam by min 1 - 1 12 in. long steel expansion bolts, or equivalent, in conjunction with steel nuts and min 3/4 in. diam steel washers with one anchor bolt in each anchor hook. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 643 50/1.5 ", CP 643 63/2 ".CP 643 90/3 ", CP 643 110/4" or CP 642 160/6" Firestop Collor *Bearing the UL Classification Marking PLASTEC PIPE THROUGH CONCRET CAJ- 2109.dwg E A SECTION E -E SECTION C -C SECTION F -F G SECTION D -D 1. Floor or Wall Assembly - Min 4 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max area of 600 sq. in. with max dimension 30 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 21 Through Penetrants - A max of seven firestop configurations may be installed within the opening. The space between firestop configurations shall be as specified in the individual configurations. Unless otherwise indicated, the space between firestop configurations and periphery of opening shall be min 1/2 in. to max 5 -1/2 in. Pipe, conduit, tubing or cables to be rigidly supported on both sides of floor or wall assembly. The T Rating of the system is dependent on the firestop configurations, as shown in the table below. Any combination of the following firestop configurations detailed herein may be used: Firestop Configuration T Rating Hr Firestop Configuration T Rating Hr A 1/2 E 2 B 1/2 F 1/2 C 0 G 0 D 0 Firestop Configuration A 2. Cables - Max 4 in. diam of tightly bundled cables. The min annular space between adjacent penetrants shall be 4 in. Cable bundle may be any combination of the following types and sizes of cables: A. Max 300 pair No. 24 AWG copper telephone cables with polyvinyl chloride (PVC) insulation and jacket materials. B. Max 500 kcmil single conductor copper power cable with PVC jacket material. C. Max 7/C No. 12 AWG cable with polyvinyl PVC insulation and jacket material. D. Multiple fiber optical communication cables with PVC jacket material and having a max outside diameter of 3/8 in. E. Max 3/C No. 12 AWG steel clad cables with PVC insulation material. F. Max 3/C No. 10 AWG cables with ground with PVC insulation and jacket material. 2. Fill, Void or Cavity Material* - Foam - Min 5 in. thickness of fill material applied within the annulus, extending 1/2 in. above the top surface of the floor or both surfaces of wall and overlapping the concrete 1/2 in. on all sides of the opening. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP 620 Fire Foam Firestop Configuration B 2. Copper Tube or Pipe - Nom 2 in. diam (or smaller) Type L copper tube or nom 2 in. diam (or smaller) Regular (or heavier) copper pipe. Min space between adjacent penetrants shall be 3 in. 3. Tube Insulation - Plastics+ - Nom 3/4 in. thick acrylonitrile butadiene /polyvinyl chloride (AB /PVC) flexible foam furnished in the form of tubing. The min space between adjacent penetrants shall be 3 in. See Plastics+ (QMFZ2) category in the Plastics Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94 -5VA may be used. 4. Firestop System - The firestop system shall consist of the following: A. Fill, Void or Cavity Material* - Wrap Strip - Min 1 in. wide wrap strip applied in a single wrap installed flush with bottom surface of floor or extending 1/2 in. beyond both surfaces of wall. HILT[ CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP 645 Wrap Strip B. Fill, Void or Cavity Material* - Foam - Min 5 in. thickness of fill material applied within the annulus, extending 1/2 in. above the top surface of the floor or both surfaces of wall and overlapping the concrete 1/2 in. on all sides of the opening. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP 620 Fire Foam Firestop Configuration C 2. Polyvinyl Chloride (PVC) Pipe - Nom 4 in. diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. The min space between adjacent penetrants shall be 4 -1/2 in. 3. Firestop System - The firestop system shall consist of the following: A. Fill, Void or Cavity Material* - Wrap Strip - Two stocks of min 2 in. wide wrap strip, each applied in a single wrap tightly butted, installed flush with bottom surface of floor or extending 1/2 in. beyond both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP 645 Wrap Strip B. Fill, Void or Cavity Material* - Foam - Min 5 in. thickness of fill material applied within the annulus flush with bottom of surface and extending 1/2 in. above the top surface of the floor or extending 1/2 in. beyond both surfaces of wall and overlapping the concrete 1/2 in. on ollsides of the opening. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP 620 Fire Foam Firestop Configuration D 2• Through Penetrant - One metallic pipe, conduit or tube to be installed either concentrically or eccentrically within the the firestop system. The min annular space between the pipe, conduit of tube and periphery of opening shall be 0 in. (point contact). The min space between adjacent penetrants shall be 4 in. Pipe, conduit of tube to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubes may be used: A. Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Nom 4 in. diam (or smaller) cast or ductile iron pipe. C. Nom 4 in. diam (or smaller) rigid steel conduit. D. Nom 4 in. diam (or smaller) steel electrical metallic conduit. E. Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. F. Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* - Foam - Min 5 in. thickness of fill material applied within the annulus, extending 1/2 in. above the top surface of the floor or both surfaces of wall and overlapping the concrete 1/2 in. on all sides of the opening. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP 620 Fire Foam Firestop Configuration E 2. Steel Pipe - Nom 8 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. 3. Pipe Covering Materials* - Nom 1/2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside with an all- service jacket. Longitudinal joints sealed with metal fasteners or foctory- applied, self - sealing lap tape. Transverse joints secured with metal fasteners of with butt tape supplied with product. The min space between adjacent penetrants shall be 3 in. See Pipe and Equipment Covering - Materials (BRGU) Category in the Building Materials Directory for names of manufacturers. Any pipe covering meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 4. Fill, Void or Cavity Material* - Foam - Min 5 in. thickness of fill material applied within the annulus, extending 1/2 in. above the top surface of the floor or both surfaces of wall and overlapping the concrete 1/2 in. on all sides of the opening. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP 620 Fire Foam Firestop Configuration F 2. Cables - Nom. 2 in. diam (or smaller) TEK cable with cross - linked polyethylene insulation. The min space between adjacent penetrants shall be 3 in. 3. Fill, Void or Cavity Material* - Foam - Min 5 in. thickness of fill material applied within the annulus, extending 1/2 in. above the top surface of the floor or both surfaces of wall and overlapping the concrete 1/2 in. on all sides of the opening. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP 620 Fire Foam Firestop Configuration G 2. Flexible Conduit - Nom. 1 in. diam (or smaller) flexible aluminum conduit. The min space between adjacent penetrants shall be 3 in. 3. Fill, Void or Cavity Material* - Foam - Min 5 in. thickness of fill material applied within the annulus, extending 1/2 in. above the top surface of the floor or both surfaces of wall and overlapping the concrete 1/2 in. on all sides of the opening. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP 620 Fire Foam *Bearing the UL Classification Marking MULTIPLE PENTRATION THROUGH CONCRETE caJ8D96.dw9 System No, C -AJ -8096 F Rating - 2 Hr T Rating - 0, 112 and 2 Hr (See Item 2) TOP VIEW System No, C -AJ -4054 F RATING = 2 -HR. T RATING = 0 HR FRONT VIEW A DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 c d PERMIT /BID V .. ° .. <' ° d a [1 asa ° ° d ° a e ° 4 ° d d C d .4 d. 4 D4 q 4 ° a - 4 a 4 .. - l '.a e \\ \\ 4 \ \\ \ \ \\ \\ 4 4z \\ \ ♦ ° • Q CKC \ d ° . ° a .d a d ° 4 a . C , a d d q g d - a d 4 a ° System No, C -AJ -4054 F RATING = 2 -HR. T RATING = 0 HR FRONT VIEW A A � y 1. Floor or Wall Assembly - Min 4 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam of opening is 224 in. with max dimensions of 32 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Cable Trays* - Max 24 in. wide by 4 in. deep open - ladder cable troy with channel- shaped side rails formed of 0.10 thick aluminum and 1-1/2 in. wide by 1 in. channel shaped rungs spaced on 9 in. OC. The annular space betweencable tray and periphery of opening shall be min 0 in. (point contact) to max 5 in. Coble tray to be rigidly supported on both sides of wall assembly. 3. Cables - Aggregate cross - sectional area of cable tray to be max 45 percent of the cross - sectionol area of the cable tray. Any combination of the following types and sizes of copper conductor cables may be used: A. Max 300 pair No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation and jacket. B. Max 500 kcmil single conductor copper power cable with PVC jacket material. C. Multiple fiber optical communication cable jacketed with PVC and having a max OD of 3/8 in. D. Max 3/C No. 12 AWG copper conductor steel clad cable with PVC insulation material. 4. Firestop System - The firestop system shall consist of the following: A. Fill, Void or Cavity Material* - Foam - Min 5 in. thickness of fill material applied within the annulus, extending 1/2 in. above the top surface of the floor or both surfaces of wall and overlapping the concrete 1/2 in. on all sides of the opening. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP 620 Fire Foam B. Fill, Void or Cavity Material * - (Optional - Not Shown) - Nom 2 in. deep Fire Blocks applied in a single layer above cables within cable tray with 5 in. dimension projecting through the opening and long dimension parallel to floor of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - FS 657 Fire Block *Bearing the UL Classification Marking ME 1] emu 1WAN 911111RIMIM U01 caJ4045.dwg System No, C -AJ -3095 F RATING = 3 -HR, T RATING = 0, 112 & 3/4 HR. (See Item 3) SECTION A -A 1. Floor or Wall Assembly - Min 2 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete floor or min 3 in. thick reinforced lightweight or normal weight concrete wall. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam of opening is 6 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Steel Sleeve - (Optional) -- Nom 6 in. diam (or smaller) Schedule 10 (or heavier) steel pipe cast or grouted into floor or wall assembly, flush with floor or wall surfaces. 3. Cables - Aggregate cross - sectional area of cables in opening to be min 25 percent to max 45 percent of the aggregate cross - sectional area of the opening. Cables to be rigidly supported on both sides of floor or wall assembly. Any combination of the following types and sizes of metallic conductor or fiber optic cable may be used: A. Max 500 kcmil single copper connector power cable with thermoplastic insulation and polyvinyl chloride (PVC) jacket. When single copper conductor power cable is used, T Rating is 0 hr. B. Max 350 kcmil single conductor power cables with either aluminum or copper conductors and cross - linked polyethylene (XPLE) insulation. When single aluminum conductor power cable is used, T Rating is 0 hr. When single copper conductor power cable is used, T Rating is 1/2 hr. C. Max 300 pair No. 24 AWG copper conductor telecommunication cables with polyvinyl chloride (PVC) insulation and jacket material. When telecommunication cable is used, T Rating is 0 hr. D. Max three copper connector No. 6 AWG cable with polyvinyl chloride (PVC) insulation and jacket material. When multi- connector power cable is used, T Rating is 0 hr. E. Max 7/C copper conductor No. 12 AWG multiconductor power and control cables with PVC or cross - linked polyethylene (XLPE) insulation and PVC jacket. When multiconductor power and control cable is used, T Rating is 3/4 hr. F. Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 1/2 in. G. Max 3/C copper conductor No. 12 AWG with Bare aluminum ground, polyvinyl chloride (PVC) insulated steel, Metol -clad cable +. When MC cable is used, T rating is 0 AFC CABLE SYSTEMS INC 4. Packing Material - Min 2 in. thickness of min 4.0 pcf mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed 1/2 in. from top surface of floor or from both surfaces of wall as required to accommodate the fill material. 5. Fill, Void or Cavity Material* -- Sealant Min 1/2 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS -One Sealant. *Bearing the UL Classification Mark FA ccJ3095.dwg System No, F -A -5015 F Rating - 2 Hr T Rating - 112 and 3/4 Hr (See Item 3) SECTION A -A 1. Floor Assembly - Min 2 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete. 1A. Floor Assembly - (Optional - Not Shown) The fire rated unprotected concrete and steel floor assembly shall be constructed of the materials and in the manner specified in the individual D900 Series designs in the UL Fire Resistance Directory and as summarized below: A. Steel Floor and Form Units* Composite or non - composite max 3 in. deep galv steel fluted units as specified in the individual Floor- Ceiling Design. B. Concrete Min 2 -1/2 in thick reinforced lightweight or normal weight (100 -150 pcf) concrete. 2. Firestop Device* - Cast in place firestop device permanently embedded during concrete placement or grouted in concrete floor assembly in accordance with accompanying installation instructions with a max 2 in. projection above the top surface of the concrete. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 680 - 75/2.5 "1\1, CP 680 - 110/4 "N, CP 680 - 160/6 "N, CP 682 - 75/2.5 "N, CP 682 - 110/4 "N 3. Through Penetrants One metallic pipe, conduit or tubing to be installed within the firestop device. Pipe, conduit or tubing to be rigidly supported on both sides of floor assembly. The following types of pipe, conduit or tubing may be used: A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Copper Tubing - Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. C. Copper Pipe - Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. The firestop device and metallic penetrant shall be sized as follows: Nom Pipe Diameter Firestop Device 1 in. CP 680 - 75/2.5 2 in. CP 680 - 100/4" 4 in. Cp 680- 160/6" 4. Tube Insulation - Plastics+ Nom 3/4 in. or 1 in. thick ocryonitrile butadiene /polyvinyl chloride (AB /PVC) flexible foam furnished in the form of tubing. See Plastics+ (QMFZ2) Category in the Plastics Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL94 Flammability Classification of 94 -5VA may be used. 5. Packing Material - (Not Shown) - When using a 1 in. diam pipe with 1 in. thick AB /PVC pipe insulation in a 4 in. device, and a min 2 in. thickness of .min 4. pcf mineral wool butt insulation shall be firmly packed into top devices, flush with the top of the device. *Bearing the UL Classification Mark INSULATED METAL PIPE THROUGH BLDG 2 &7 FLOORS BLDG 3 &8 SECOND FLOOR ONLY System No, C -AJ -5091 F RATING = 2 -HR. T RATING = 1 -HR, L Rating At Ambient - 4 CFM /S Ft L Rating At 400 F - Less Than 1 N/Sq Ft caJ5091.dwg 1. Floor or Wall Assembly - Min 4 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam of opening is 20 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Metallic Sleeve (Optional) - Nom 20 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. 3. Through Penetrants - One metallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes or tubing may be used: A. Steel Pipe - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. C. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. 4. Pipe Covering - Nom 2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside with on all- service jacket. Longitudinal joints sealed with metal fasteners or factory- applied, self - sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. The annular space between the insulated pipe and the edge of the periphery of the opening shall be min 1/2 in. to a max 2 -1/4 in. See Pipe Equipment Covering - Materials - (BRGU) category in the Building Materials Directory for names manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 5. Firestop System - The firestop system shall consist of the following: A. Packing Material - Min 4 in. thickness of min 4 pcf mineral wool batt insulation firmly pocked into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surface of wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material* - Sealant - Min 1/2 in. thickness of fill material applied within the annulus, Push with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - FS -ONE Sealant *Bearing the UL Classification Marking ULATED METAL PIPE THROUGH C CRETI aaj4054.dwg (© 2004 4240 ARCHITECTURE, INC. 1 OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD wax Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT' HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAII.,COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 c d PERMIT /BID V .. ° .. <' e .. e °, n asa a . d q e i4 ° a e . d. y <4 _ q 4 ° d i A � y 1. Floor or Wall Assembly - Min 4 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam of opening is 224 in. with max dimensions of 32 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Cable Trays* - Max 24 in. wide by 4 in. deep open - ladder cable troy with channel- shaped side rails formed of 0.10 thick aluminum and 1-1/2 in. wide by 1 in. channel shaped rungs spaced on 9 in. OC. The annular space betweencable tray and periphery of opening shall be min 0 in. (point contact) to max 5 in. Coble tray to be rigidly supported on both sides of wall assembly. 3. Cables - Aggregate cross - sectional area of cable tray to be max 45 percent of the cross - sectionol area of the cable tray. Any combination of the following types and sizes of copper conductor cables may be used: A. Max 300 pair No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation and jacket. B. Max 500 kcmil single conductor copper power cable with PVC jacket material. C. Multiple fiber optical communication cable jacketed with PVC and having a max OD of 3/8 in. D. Max 3/C No. 12 AWG copper conductor steel clad cable with PVC insulation material. 4. Firestop System - The firestop system shall consist of the following: A. Fill, Void or Cavity Material* - Foam - Min 5 in. thickness of fill material applied within the annulus, extending 1/2 in. above the top surface of the floor or both surfaces of wall and overlapping the concrete 1/2 in. on all sides of the opening. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP 620 Fire Foam B. Fill, Void or Cavity Material * - (Optional - Not Shown) - Nom 2 in. deep Fire Blocks applied in a single layer above cables within cable tray with 5 in. dimension projecting through the opening and long dimension parallel to floor of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - FS 657 Fire Block *Bearing the UL Classification Marking ME 1] emu 1WAN 911111RIMIM U01 caJ4045.dwg System No, C -AJ -3095 F RATING = 3 -HR, T RATING = 0, 112 & 3/4 HR. (See Item 3) SECTION A -A 1. Floor or Wall Assembly - Min 2 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete floor or min 3 in. thick reinforced lightweight or normal weight concrete wall. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam of opening is 6 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Steel Sleeve - (Optional) -- Nom 6 in. diam (or smaller) Schedule 10 (or heavier) steel pipe cast or grouted into floor or wall assembly, flush with floor or wall surfaces. 3. Cables - Aggregate cross - sectional area of cables in opening to be min 25 percent to max 45 percent of the aggregate cross - sectional area of the opening. Cables to be rigidly supported on both sides of floor or wall assembly. Any combination of the following types and sizes of metallic conductor or fiber optic cable may be used: A. Max 500 kcmil single copper connector power cable with thermoplastic insulation and polyvinyl chloride (PVC) jacket. When single copper conductor power cable is used, T Rating is 0 hr. B. Max 350 kcmil single conductor power cables with either aluminum or copper conductors and cross - linked polyethylene (XPLE) insulation. When single aluminum conductor power cable is used, T Rating is 0 hr. When single copper conductor power cable is used, T Rating is 1/2 hr. C. Max 300 pair No. 24 AWG copper conductor telecommunication cables with polyvinyl chloride (PVC) insulation and jacket material. When telecommunication cable is used, T Rating is 0 hr. D. Max three copper connector No. 6 AWG cable with polyvinyl chloride (PVC) insulation and jacket material. When multi- connector power cable is used, T Rating is 0 hr. E. Max 7/C copper conductor No. 12 AWG multiconductor power and control cables with PVC or cross - linked polyethylene (XLPE) insulation and PVC jacket. When multiconductor power and control cable is used, T Rating is 3/4 hr. F. Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 1/2 in. G. Max 3/C copper conductor No. 12 AWG with Bare aluminum ground, polyvinyl chloride (PVC) insulated steel, Metol -clad cable +. When MC cable is used, T rating is 0 AFC CABLE SYSTEMS INC 4. Packing Material - Min 2 in. thickness of min 4.0 pcf mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed 1/2 in. from top surface of floor or from both surfaces of wall as required to accommodate the fill material. 5. Fill, Void or Cavity Material* -- Sealant Min 1/2 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS -One Sealant. *Bearing the UL Classification Mark FA ccJ3095.dwg System No, F -A -5015 F Rating - 2 Hr T Rating - 112 and 3/4 Hr (See Item 3) SECTION A -A 1. Floor Assembly - Min 2 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete. 1A. Floor Assembly - (Optional - Not Shown) The fire rated unprotected concrete and steel floor assembly shall be constructed of the materials and in the manner specified in the individual D900 Series designs in the UL Fire Resistance Directory and as summarized below: A. Steel Floor and Form Units* Composite or non - composite max 3 in. deep galv steel fluted units as specified in the individual Floor- Ceiling Design. B. Concrete Min 2 -1/2 in thick reinforced lightweight or normal weight (100 -150 pcf) concrete. 2. Firestop Device* - Cast in place firestop device permanently embedded during concrete placement or grouted in concrete floor assembly in accordance with accompanying installation instructions with a max 2 in. projection above the top surface of the concrete. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 680 - 75/2.5 "1\1, CP 680 - 110/4 "N, CP 680 - 160/6 "N, CP 682 - 75/2.5 "N, CP 682 - 110/4 "N 3. Through Penetrants One metallic pipe, conduit or tubing to be installed within the firestop device. Pipe, conduit or tubing to be rigidly supported on both sides of floor assembly. The following types of pipe, conduit or tubing may be used: A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Copper Tubing - Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. C. Copper Pipe - Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. The firestop device and metallic penetrant shall be sized as follows: Nom Pipe Diameter Firestop Device 1 in. CP 680 - 75/2.5 2 in. CP 680 - 100/4" 4 in. Cp 680- 160/6" 4. Tube Insulation - Plastics+ Nom 3/4 in. or 1 in. thick ocryonitrile butadiene /polyvinyl chloride (AB /PVC) flexible foam furnished in the form of tubing. See Plastics+ (QMFZ2) Category in the Plastics Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL94 Flammability Classification of 94 -5VA may be used. 5. Packing Material - (Not Shown) - When using a 1 in. diam pipe with 1 in. thick AB /PVC pipe insulation in a 4 in. device, and a min 2 in. thickness of .min 4. pcf mineral wool butt insulation shall be firmly packed into top devices, flush with the top of the device. *Bearing the UL Classification Mark INSULATED METAL PIPE THROUGH BLDG 2 &7 FLOORS BLDG 3 &8 SECOND FLOOR ONLY System No, C -AJ -5091 F RATING = 2 -HR. T RATING = 1 -HR, L Rating At Ambient - 4 CFM /S Ft L Rating At 400 F - Less Than 1 N/Sq Ft caJ5091.dwg 1. Floor or Wall Assembly - Min 4 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam of opening is 20 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Metallic Sleeve (Optional) - Nom 20 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. 3. Through Penetrants - One metallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes or tubing may be used: A. Steel Pipe - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. C. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. 4. Pipe Covering - Nom 2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside with on all- service jacket. Longitudinal joints sealed with metal fasteners or factory- applied, self - sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. The annular space between the insulated pipe and the edge of the periphery of the opening shall be min 1/2 in. to a max 2 -1/4 in. See Pipe Equipment Covering - Materials - (BRGU) category in the Building Materials Directory for names manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 5. Firestop System - The firestop system shall consist of the following: A. Packing Material - Min 4 in. thickness of min 4 pcf mineral wool batt insulation firmly pocked into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surface of wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material* - Sealant - Min 1/2 in. thickness of fill material applied within the annulus, Push with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - FS -ONE Sealant *Bearing the UL Classification Marking ULATED METAL PIPE THROUGH C CRETI aaj4054.dwg (© 2004 4240 ARCHITECTURE, INC. 1 OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD wax Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT' HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAII.,COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 ,, . a °, n d q i4 ° a e . d. d .q 4 .. - l '.a e A � y 1. Floor or Wall Assembly - Min 4 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam of opening is 224 in. with max dimensions of 32 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Cable Trays* - Max 24 in. wide by 4 in. deep open - ladder cable troy with channel- shaped side rails formed of 0.10 thick aluminum and 1-1/2 in. wide by 1 in. channel shaped rungs spaced on 9 in. OC. The annular space betweencable tray and periphery of opening shall be min 0 in. (point contact) to max 5 in. Coble tray to be rigidly supported on both sides of wall assembly. 3. Cables - Aggregate cross - sectional area of cable tray to be max 45 percent of the cross - sectionol area of the cable tray. Any combination of the following types and sizes of copper conductor cables may be used: A. Max 300 pair No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation and jacket. B. Max 500 kcmil single conductor copper power cable with PVC jacket material. C. Multiple fiber optical communication cable jacketed with PVC and having a max OD of 3/8 in. D. Max 3/C No. 12 AWG copper conductor steel clad cable with PVC insulation material. 4. Firestop System - The firestop system shall consist of the following: A. Fill, Void or Cavity Material* - Foam - Min 5 in. thickness of fill material applied within the annulus, extending 1/2 in. above the top surface of the floor or both surfaces of wall and overlapping the concrete 1/2 in. on all sides of the opening. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP 620 Fire Foam B. Fill, Void or Cavity Material * - (Optional - Not Shown) - Nom 2 in. deep Fire Blocks applied in a single layer above cables within cable tray with 5 in. dimension projecting through the opening and long dimension parallel to floor of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - FS 657 Fire Block *Bearing the UL Classification Marking ME 1] emu 1WAN 911111RIMIM U01 caJ4045.dwg System No, C -AJ -3095 F RATING = 3 -HR, T RATING = 0, 112 & 3/4 HR. (See Item 3) SECTION A -A 1. Floor or Wall Assembly - Min 2 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete floor or min 3 in. thick reinforced lightweight or normal weight concrete wall. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam of opening is 6 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Steel Sleeve - (Optional) -- Nom 6 in. diam (or smaller) Schedule 10 (or heavier) steel pipe cast or grouted into floor or wall assembly, flush with floor or wall surfaces. 3. Cables - Aggregate cross - sectional area of cables in opening to be min 25 percent to max 45 percent of the aggregate cross - sectional area of the opening. Cables to be rigidly supported on both sides of floor or wall assembly. Any combination of the following types and sizes of metallic conductor or fiber optic cable may be used: A. Max 500 kcmil single copper connector power cable with thermoplastic insulation and polyvinyl chloride (PVC) jacket. When single copper conductor power cable is used, T Rating is 0 hr. B. Max 350 kcmil single conductor power cables with either aluminum or copper conductors and cross - linked polyethylene (XPLE) insulation. When single aluminum conductor power cable is used, T Rating is 0 hr. When single copper conductor power cable is used, T Rating is 1/2 hr. C. Max 300 pair No. 24 AWG copper conductor telecommunication cables with polyvinyl chloride (PVC) insulation and jacket material. When telecommunication cable is used, T Rating is 0 hr. D. Max three copper connector No. 6 AWG cable with polyvinyl chloride (PVC) insulation and jacket material. When multi- connector power cable is used, T Rating is 0 hr. E. Max 7/C copper conductor No. 12 AWG multiconductor power and control cables with PVC or cross - linked polyethylene (XLPE) insulation and PVC jacket. When multiconductor power and control cable is used, T Rating is 3/4 hr. F. Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 1/2 in. G. Max 3/C copper conductor No. 12 AWG with Bare aluminum ground, polyvinyl chloride (PVC) insulated steel, Metol -clad cable +. When MC cable is used, T rating is 0 AFC CABLE SYSTEMS INC 4. Packing Material - Min 2 in. thickness of min 4.0 pcf mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed 1/2 in. from top surface of floor or from both surfaces of wall as required to accommodate the fill material. 5. Fill, Void or Cavity Material* -- Sealant Min 1/2 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS -One Sealant. *Bearing the UL Classification Mark FA ccJ3095.dwg System No, F -A -5015 F Rating - 2 Hr T Rating - 112 and 3/4 Hr (See Item 3) SECTION A -A 1. Floor Assembly - Min 2 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete. 1A. Floor Assembly - (Optional - Not Shown) The fire rated unprotected concrete and steel floor assembly shall be constructed of the materials and in the manner specified in the individual D900 Series designs in the UL Fire Resistance Directory and as summarized below: A. Steel Floor and Form Units* Composite or non - composite max 3 in. deep galv steel fluted units as specified in the individual Floor- Ceiling Design. B. Concrete Min 2 -1/2 in thick reinforced lightweight or normal weight (100 -150 pcf) concrete. 2. Firestop Device* - Cast in place firestop device permanently embedded during concrete placement or grouted in concrete floor assembly in accordance with accompanying installation instructions with a max 2 in. projection above the top surface of the concrete. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 680 - 75/2.5 "1\1, CP 680 - 110/4 "N, CP 680 - 160/6 "N, CP 682 - 75/2.5 "N, CP 682 - 110/4 "N 3. Through Penetrants One metallic pipe, conduit or tubing to be installed within the firestop device. Pipe, conduit or tubing to be rigidly supported on both sides of floor assembly. The following types of pipe, conduit or tubing may be used: A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Copper Tubing - Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. C. Copper Pipe - Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. The firestop device and metallic penetrant shall be sized as follows: Nom Pipe Diameter Firestop Device 1 in. CP 680 - 75/2.5 2 in. CP 680 - 100/4" 4 in. Cp 680- 160/6" 4. Tube Insulation - Plastics+ Nom 3/4 in. or 1 in. thick ocryonitrile butadiene /polyvinyl chloride (AB /PVC) flexible foam furnished in the form of tubing. See Plastics+ (QMFZ2) Category in the Plastics Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL94 Flammability Classification of 94 -5VA may be used. 5. Packing Material - (Not Shown) - When using a 1 in. diam pipe with 1 in. thick AB /PVC pipe insulation in a 4 in. device, and a min 2 in. thickness of .min 4. pcf mineral wool butt insulation shall be firmly packed into top devices, flush with the top of the device. *Bearing the UL Classification Mark INSULATED METAL PIPE THROUGH BLDG 2 &7 FLOORS BLDG 3 &8 SECOND FLOOR ONLY System No, C -AJ -5091 F RATING = 2 -HR. T RATING = 1 -HR, L Rating At Ambient - 4 CFM /S Ft L Rating At 400 F - Less Than 1 N/Sq Ft caJ5091.dwg 1. Floor or Wall Assembly - Min 4 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam of opening is 20 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Metallic Sleeve (Optional) - Nom 20 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. 3. Through Penetrants - One metallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes or tubing may be used: A. Steel Pipe - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. C. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. 4. Pipe Covering - Nom 2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside with on all- service jacket. Longitudinal joints sealed with metal fasteners or factory- applied, self - sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. The annular space between the insulated pipe and the edge of the periphery of the opening shall be min 1/2 in. to a max 2 -1/4 in. See Pipe Equipment Covering - Materials - (BRGU) category in the Building Materials Directory for names manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 5. Firestop System - The firestop system shall consist of the following: A. Packing Material - Min 4 in. thickness of min 4 pcf mineral wool batt insulation firmly pocked into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surface of wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material* - Sealant - Min 1/2 in. thickness of fill material applied within the annulus, Push with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - FS -ONE Sealant *Bearing the UL Classification Marking ULATED METAL PIPE THROUGH C CRETI aaj4054.dwg (© 2004 4240 ARCHITECTURE, INC. 1 OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD wax Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT' HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAII.,COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 C D B C 1 A eaoJecr N PROJECT KEYPLAN FIREPROOFING SYSTEMS L p SECTION A -A SECTION A -A SECTION A -A SECTION B -B H NOTE: - ACCEPTABLE MANUFACTURERS: REFER TO SPECIFICATIONS FOR ADDITIONAL ACCEPTABLE MANUFACTURERS - GYP WRAP MAY BE REQUIRED AT PENETRATIONS FOR DUCT AND FIRE - DAMPERS AND THE CONTRACTOR IS TO VERIFY WITH LOCAL BUILDING OFFICIAL AND PROVIDE IF REQUIRED. System No, W -L -7040 F Ratings - 1 and 2 Hr (See Items 1 and 3) T Rating - 0 Hr , tLU I WIN H - A 1. Wall Assembly - The fire -rated gypsum wallboard /stud wall assembly shall be constructed of the materials and in the manner specified in the individual 0300 or 0400 Series Wall and Partition Designs in the Fire individual U300 or 0400 Series Wall and Partition Designs in the Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2 -1/2 in. wide and spaced max 24 in. Additional framing members shall be used to completely frame around B. Wallboard, Gypsum* - Nom 5/8 in. thick with square or tapered edges. The gypsum wallboard type, number of layers and sheet orientation shall be as specified in the individual Wall and Partition Design Number. Max area of opening is 1244 in. with the dimension of 49 -1/4 in. The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Steel Duct - Nom 24 in. by 48 in. (or smaller) No. 24 gouge (or heavier) galy steel duct to be installed within the firestop system. The annular space shall be min 0 in. to a max 2 in. Duct to be rigidly supported on both sides shall be min 0 in. to a max 2 in. Duct to be rigidly supported on both sides of the wall assembly. 3. Firestop System - The firestop system shall consist of the following: A. Fill, Void or Cavity Material* - Sealant - Min 5/8 in. thickness of fill material applied within annulus flush with both surfaces thickness of fill material applied within annulus flush with both surfaces of wall. At point contact location, a min 1/2 in. diam bead of fill material shall be applied to the wall /duct interface of both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, Inc. - FS -ONE Sealant or CP601 S Elostomeric Firestop Sealant or CP606 Flexible Sealant B. Steel Retaining Angle - No. 8 MSG (0.048 in.) goly steel angles cut to fit contour of duct with a 2 in. overlap on the duct and a min 1 in. overlap on the gypsum board assembly on both surfaces of wall. 2 in. leg of angle secured to duct with min No. 8 by 3/4 in. long sheet metal screws, spaced a max of 6 in. OC. When bead of fill material is used at joint contact locations, angles shall be installed prior to full material curing. *Bearing the UL Classification Marking METAL DUCT IN GYPSUM D1n7040.dw9 System Not W -L -2217 F Rating - 2 Hr T Rating - 0 Hr SECTION A -A 1. Wall Assembly The fire -rated gypsum wallboard /stud wall assembly shall be constructed of the materials and in the manner described in the individual 0400 Series Wail or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs "C -T" shaped studs 1 -5/8 in. wide by 2 -1/2 in. deep, fabricated from 25 MSG ggly steel, spaced max 24 in. OC. B, Wallboard Gypsum* One layer of nom 1 in. thick, 24 in. wide gypsum liner and two layers 5/8 in. thick, 4 ft. wide gypsum wallboard with square or tapered edges as specified in the individual Wall and Partition Design. Max diam of opening in liner panel shall be sized to accept the outside diam of the firestop device. Max diam of opening in room side gypsum board is 5 in. 2. Through- Penetrants One nonmetallic pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems to be centered within the firestop system. The annular space between the pipe and the periphery of the opening on the room side of the wall shall be a nom 1/4 in. Pipe to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic pipes may be used: A, Polyvinyl Chloride (PVC) Pipe Nom 4 in. diam (or smaller) Schedule 40 solid or cellular core pipe. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe Nom 4 in. diam (or smaller) SDR17 CPVC pipe. 3. Firestop System The firestop system shall consist of the following: A, Fill, Void or Cavity Material - Sealant* Min 1/4 in. thickness of fill material applied within annulus of 5/8 in. thick gypsum wallboard, flush with surface of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS -ONE Sealant B. Firestop Device -- Firestop Collar Firestop collar shall be friction fit from the interior of the wall into a max 6 in. diam opening in the 1 in. thick gypsum liner panel. Diam of opening to reflect outside diam of collar. The collar shall be secured to the liner with anchor hooks provided with the collar. (Min 2 anchor hooks for 1 -1/2 and 2 in. diam pipes and 3 anchor hooks for 3 and 4 in. diam pipes). The anchor hooks ore to be secured to the firestop collar with No. 7 by 7/16 in. long screws. The collar shall be fastened to the liner panel with 3/16 in. by 2 -1/2 in. toggle bolts with min 3/4 in. diam steel washers. The external firestop collar shall be installed in accordance with the accompanying installation instructions. The Collor shall be installed and latched around the pipe and secured to the 5/8 in. thick gypsum wallboard with the anchor hooks provided with the collar. (Min 2 anchor hooks for 1-1 and 2 in. diam pipes and 3 anchor hooks for 3 and 4 in. diam pipes). The anchor hooks are to be secured to the wall with 3/16 in. by 2 -1/2 in. toggle bolts along with min 3/4 in, diam steel washers. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- CP643 50/1.5 ", CP643 63/2 ", CP643 90/3" or CP643 110/4" Firestop Collar *Bearing the UL Classification Marking STIC PIPES THROUGH GYPSUM SHAFT DTFS2217.dwg System No, W -L -8019 F Rating - 1 and 2 Hr (See Items 1, 3 and 4) T Rating - 0, 112, 1, 1 -112 and 2 Hr (See Item 2) I D �B F O �G B A G r-E L-E LA 3 4A 2 3A 2 1 2 � 3 4B 3] 0 FIRESTOP CONFIGURATION A FIRESTOP CONFIGURATION B FIRESTOP CONFIGURATION C FIRESTOP CONFIGURATION D FIRESTOP CONFIGURATION E FIRESTOP CONFIGURATION F FIRESTOP CONFIGURATION G 1. Wall Assembly The 1 or 2 hr fire -rated gypsum board /stud wall assembly shall be constructed of the materials and in the manner described in the individual 0400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs Steel studs 3 -1/2 in. deep, fabricated from 25 MSG goly steel, spaced max 24 in. OC. B. Gypsum Board* The gypsum board type, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max area of opening is 450 sq in with max dimension of 30 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall asembly in which it is installed. 2. Through Penetrants A max of seven firestop configurations may be installed within the opening. The space between firestop configurations. Unless otherwise indicated, the space between firestop configurations and periphery of opening shall be min 3/8 in. Pipe, conduit, tubing or cables to be rigidly supported on both sides of floor or wall assembly. The T Rating of the sytem is dependent on the firestop configurations, as shown in the table below. Any combination of the following firestop configurations detailed herein may be used: Firestop Configuration 1 Hr F Rating 2 Hr F Rating T Rating Hr T Rating Hr A 0 1/2 B 1 1 -1/2 C 1/2 1 D 0 0 E 1 2 F 0 0 G 0 0 Firestop Configuration AI 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: G. Max 25 pair No. 24 AWG copper telephone cable with polyvinyl chloride (PVC) insulation and jacket materials. H. Max 7/C No. 12 AWG cable with PVC insulation and jacket materials. I. Multiple fiber optical communication cables with PVC jacket material and having a max outside diameter of 3/8 in. J. Max 3/C No. 12 AWG steel clad cables with PVC insulation and jacket materials. K. Max 3/C No. 8 AWG coblew with ground with PVC insulation and jacket materials. L. Max RG 59 coaxial cables with PVC insulation and jacket materials. 3. Fill, Void or Cavity Material* - Foam Fill materiial applied within annulus flush with both surfaces of the wall. 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. IFirestop Configuration B 2. Copper Tuber or Pipe Nom 1 in. diam (or smaller) Type L copper tube or nom 1 in diam (or smaller) Regulary (or heavier) copper pipe. Min space between adjacent penetrants shall be 3 in. 3. Tube Insulation - Plastics+ Nom 3/4 in. thick acrylonitrile butadiene /polyvinyl chloride (AB /PVC) flexible foam furnished in the form of tubing. The min space between adjacent penetrants shall be 1 -1/2 in. See Plastics+ (OMFZ2) category in the Plastics Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability Clossificationof 94 -5VA may be used. 4. Firestop System The firestop system shall consist of the following: A. Fill, Void or Cavity Material* - Wrap Strip Two min 1 in. wide wrap strips applied in a single wrap, flush with both surfaces of wall. B. Fill, Void or Cavity Material* - Foam Fill material applied within annulus flush with both surfaces of the wall. 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. Firestop Configuration C( 2, Polyvinyl Chloride (PVC) Pipe Nom 2 in. diom (or smaller) Schedule 40 solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. The min space between non - metallic penetrants shall be 1 in. The min space between metallic penetrants shall be 3 -1/2 in. 3. Firestop System The firestop shall consist of the following: A. Fill, Void or Cavity Material* - Wrap Strip Two min 2 in. wide wrap strips applied in a single wrap, flush with both surfaces of wall. B. Fill, Void or Cavity Material* - Foam Fill material applied within annulus flush with both surfaces of the wall. 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. Firestop Configuration D 2. Through Penetrant One metallic pipe, conduit or tube to be installed either concentrically or eccentrically within the firestop system. The min annular space between the pipe, conduit or tube and the periphery of the opening shall be min. 0 in. (point contact). The annular space between adjacent penetrants shall be min 3 -1/2 in. The following types and sizes of metallic pipes, conduits or tubes may be used: Steel Pipe Nom 4 in. diam (or smaller) Schedul 10 (or heavier) steel pipe. Iron Pipe Nom 4 in. diam (or smaller) cast or ductile iron pipe. Conduit Nom 4 in. diam (or smaller) rigid steel conduit. Conduit Nom 4 in. diam (or smaller) steel electrical metallic conduit. Copper Tubing Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. Copper Pipe Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* - Foam Fill material applied within annulus flush with both surfaces of the wall. Min fill material thickess for 1 hr F Rating is 4 -3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. Firestop Configuration E1 2. Steel Pipe Nom 8 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. 3. Pipe Covering Materials* Nom 1-1/2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside with an all- service jacket. Longitudinal joints sealed with metal fasteners or factory- applied, self - sealing lap tape. Transverse joints secured with metal fasteners of with butt tape supplied with product. The min space between adjacent penetrants shall be 2 in. See Pipe and Equipment Covering - Materials (BRGU) Category in the Building Materials Directory for names of manufacturers. Any pipe covering meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 4. Fill, Void or Cavity Mateiral* - Foam Fill material applied within annulus flush with both surfaces of the wail. 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. Firestop Configuration Fl 2. Flexible Conduit Nom 1 in. diom (or smaller) flexible steel conduit. The min space between adjacent penetrants shall be 3 -1/2 in. 3. Fill, Void or Cavity Mateiral* - Foam Fill material applied within annulus flush with both surfaces of the wall. 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. Firestop Configuration G 2. Steel Duct Nom 6 in. diam (or smaller) No. 28 gauge (or heavier) golve steel duct. The min space between adjacent penetrants shall be 1 -1/2 in. 3. Fill, Void or Cavity Material* - Foam Fill material applied within annulus flush with both surfaces of the wall. Min fil material thickness for 1 hr F Rating is 4 -3/4 in. Min fill material thickness for 2 hr F Rating is 6 in. *Bearing the UL Classification Mark '_��MULTIPLE PENETRATION IN GYPSU DTFS80 19.dwg SECTION A -A 1. Wall Assembly - The 1 or 2 fire -noted gypsum wallboard /stud wall assembly shall be constructed of the materials and in the manner specified in the individual 0300 or U400 Series Wail and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2 -1/2 in . wide and spaced max 24 in. OC. B. Gypsum Board* - Nom 5/8 in. thick gypsum wallboard, with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or 0400 Series Designs in the UL Fire Resistance Directory. Max diam of opening is 4 in. The F Rating of the firestop system is equal to the fire rating of the wall assembly. 2. Metallic Sleeve (Optional) - Nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT) or Schedule 5 (or heavier) steel pipe or min 0.016 in. thick (28 MSG) galy steel sleeve cast into wall assembly with joint compound and installed flush with wall surfaces. When Schedule 5 steel pipe or EMT is used, sleeve may extend up to 18 in. beyond the wall surfaces. 3. Cables Aggregate cross - sectional area of cable in opening to be max 45 percent of the cross - sectional area of the opening. The annular space between the cable bundle and the periphery of the opening to be min 1/4 in. to max 3/4 in. Cables to be ridigly supported on both sides of the wall assembly. Any combination of the following types and sizes of copper conductor cables may be used: A. Max 7/C No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket. B. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jacket. C. Type RG 59/U coaxial cable with polyethylene (PE) insulation and PVC jacket. D. Multiple fiber optical communication cable jacketed with PVC and having a max OD of 5/8 in. E. Through Penetrating Products* - Max three copper conductor No. 8 AWG. Metal -Clad Cable+ AFC CABLE SYSTEMS INC F. Max 3/C (with ground)(or smaller) No. 8 AWG. copper conductor cable with PVC insulation and jacketing 4. Fill, Void or Cavity Material* - Sealant Fill material applied within the annulus, flush with each end of the steel sleeve or wall surface. Fill material installed symmetrically on both sides of the wall. A min 5/8 in. thickness of sealant is required for the 1 or 2 hr F Rating . An additional 1/2 in. diam bead of fill material shall be applied around the perimeter of sleeve on both sides of the wall when sleeve extends beyond surface of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP641 S, CP606 or FS -One Sealant *Bearing the UL Classification Mark 11 Y THROUGH CONC FA_5015.dwg System No, W -L -3161 F RATINGS - 1 AND 2 HR (SEE ITEMS 1 AND 4) T RATING - 0 HR SECTION A -A 1. Wall Assembly - The 1 or 2 Hr fire rated gypsum wallboard /stud wall assembly shall be constructed of the materials and in the manner described in the individual 0400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs "C -T" shaped studs 1- Y in. wide by 2 -% in. deep, fabricated from 25 MSG galy steel, spaced max 24 in. OC. B. Wallboard Gypsum* - One layer of nom 1 in. thick, 24 in. wide gypsum liner and 5/8 in. thick, 4 ft. wide gypsum wallboard with square or tapered edges. The 5/8 in. thick gypsum wallboard type, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 4 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Metallic Sleeve - Max 4 in. diam cylindrical sleeve fabricated from min 0.016 in. thick (28 gouge) gals sheet steel and having a min 1 in. lap along the longitudinal seam. Length of steel sleeve to be equal to thickness of wall. Sleeve installed by coiling the sheet steel to a diom smaller than the through opening, inserting the coil through the opening and releasing the coil to let it uncoil against the circular cutouts in the gypsum wallboard layers. Sleeve may also be formed of No. 8 steel wire mesh having a min 1 in. lap along the longitudinal seam. 3. Cables - Aggregate cross - sectional area of cable in opening to be max 33 percent of the cross - sectional area of the opening. The annular space between the cable bundle and the periphery of the opening to be min 1/4 in. to max 3/4 in. Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types and sizes of copper, con- ductor cables may be used: A. Max 7/c No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket. B. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jacket. C. Type RG 59/U coaxial cable with polyethylene (PE) insulation and jacket. D. Multiple fiber optical communication cable jacketed with PVC and having a max OD of s in. E. Max 3/c No. 12 AWG copper conductor steel clad cable. 4. Firestop System - The firestop system shall consist of the following: A. Packing Material -Min 2_ in. or 2 -�, in. thickness of min 4 pcf mineral wool butt insulation firmly packed into opening on one side of the wall as permanent form for 1 and 2 Hr walls, respectively. Packing material to be recessed from the room side of wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material - Sealant* - Min 1 in. thickness of fill material applied within sleeve, flush with surface of wall. HILTI CONSTRUCTION CHEMICALS, DIV. OF HILTI, INC. - FS -ONE Sealant *Bearing the UL Classification Marking "'INSULATED GYPSUM DTFS3161.dwg System Not W -L -4034 F Rating - 1 and 2 Hr (See Items 1 and 4) T Rating - 0 Hr FRONT VIEW SECTION A -A 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum board /stud wall assembly shall be constructed of the materials and in the manner described in the individual 0400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features. A. Studs - Steel studs 3 -1/2 in. deep, fabricated from 25 MSG goly steel, spaced max 24 in. O.C. B. Gypsum Boards* - The gypsum board type, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max area of opening is 270 sq. in. with max dimension of 30 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Cable Trays* - Max 24 in. wide by 4 in. deep open - ladder cable tray with channel- shaped side rails formed of 0.10 thick aluminum and 1 -1/2 in. wide by 1 in. channel- shaped rungs spaced on 9 in. OC. The annular space between cable tray and periphery of opening shall be min 0 in. (point contact) to max 5 in. Cable tray to be rigidly supported on both sides of wall assembly. 3. Cables - Aggregate cross - sectional area of cable tray to be max 45 percent of the cross - sectional area of the opening. Any combination of the following types and sizes of copper conductor cables may be used: A. Max 300 pair No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation and jacket. B. Max 500 kcmil single conductor power cable with PVC jacket and material. C. Multiple fiber optical communication cable jacketed with PVC and having a max OD of 3/8 in. D. Max 3/C No. 12 AWG copper conductor steel clad cable with insulation and jacket. 4. Firestop System - The firestop system shall consist of the following: A. Fill Void or Cavity Material - Foam - Fill material applied within annulus flush with both surfaces of the wall. 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. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP 620 Fire Foam B. Fill Void or Cavity Material* - Fire Blocks - (Optional - Not Shown) - Nom 2 in. deep Fire Blocks applied in a single layer above cables within cable tray with 5 in. dimension projecting through opening in wall and long dimension parallel to wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP 657 Fire Block *Bearing the UL Classification Marking DTFS4034.dwg System Not W -L -5029 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - 112, 3/4, 1 and 1 -3/4 Hr (See Item 3) L Rating At Ambient - 4 CFM /Sq Ft L Rating At 400 F - Less Than 1 CFM /Sq Ft _ A SECTION A -A 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum wallboard /stud wall assembly shall be constructed of the materials and in the manner specified in the individual 0300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2 -1/2 in. wide and spaced max 24 in. OC. B. Wallboard, Gypsum* - 5/8 in. thick, 4 ft wide, with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 18 -5/8 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants - One metallic pipe, conduit or tubing to be centered within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - Nom 12 in diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Copper Tubing - Nom 6 in. diom (or smaller) Type L (or heavier) copper tubing. C. Copper Pipe - Nom 6 in. diom (or smaller) Regular (or heavier) copper pipe. 3. Pipe Covering* - Nom 1, 1 -1/2 or 2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside with on all service jacket. Longitudinal joints sealed with metal fasteners or factory- applied self - sealing lop tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. See Pipe and Equipment Covering - Materials (BRGU) category in the Building Material Directory for the names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed index of 50 or less may be used. The hour T Rating of the firestop system is dependent on the hourly fire rating of the wail assembly in which it is installed, the size and type of through penetrant and the pipe covering thickness, as shown in the table through penetrant and the pipe covering thickness, as shown in the table below: Wall Assembly Through Penetrant Pipe Covering Annular Space Rating Hr Type+ Max Diam in. Thkns in. Min in. Max in. T Rating Hr 1 A or B 4 1 0 1 -112 1/2 1 C or D 2 or - 0 -1/2 1/2 1 A or B 4 1 -1/2 0 1 -1/2 1 1 A 12 2 0 1 -7/8 3/4 1 C or D 6 2 0 1 -7/8 1 2 AorB 4 1 0 1 -1/2 1 2 C or D 4 1 or 1 -112 0 1 -1/2 1 2 C or D 6 2 0 1 -7/8 1 2 A or B 4 1 -1/2 0 1 -1/2 1 -3/4 2 A 12 2 0 1 -7/8 1 -1/2 2 C or D 6 2 0 1 -7/8 1 +Indicates penetrant type as itemized in Item 2. 4, Fill Void or Cavity Material* - Sealant - Min 5/8 in. thickness of fill material applied within the annulus, flush with both surfaces of wail for 1 or 2 hr walls, respectively. At the point contact location between pipe covering and gypsum wallboard, a min 1/2 in, diam bead of fill material shall be applied at the pipe covering /gypsum wallboard interface on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, Inc - FS -ONE Sealant *Bearing the UL Classification Marking INSULATED METAL PIPE IN GYPSUM DTFS5029.dw9 I (© 2004 4240 ARCHITECTURE, INC. I I OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD 4 Denver, Colorado MASTER PLANNER DESIGN ARCHrrECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL. ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 002 DD PROG.1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 PROJECT N =M PROJECT KEYPItAN FIREPROOFING SYSTEMS A523 System Not W -L -3065 F Ratings - 1 and 2 Hr ( See Item 1) T n 11 A It A� NOTE: — ACCEPTABLE MANUFACTURERS: REFER TO SPECIFICATIONS FOR ADDITIONAL ACCEPTABLE MANUFACTURERS ' ' • 1 i ' f i OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD H2 L ID Denver, Colorado MASTER PLANNER DESIGN ARCHIT CT HART HOWERTON NEW YORK, NEW YORK System No. F -A -2053 F Rating - 2 Hr T Rating - 0 Hr r —A 3 A SECTION A -A 1. Floor Assembly Min 2 -1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete. 1A. Floor Assembly — (Optional — Not Shown) The fire rated unprotected concrete and steel floor assembly shall be constructed of the materials and in the manner specified in the individual D900 Series designs in the UL Fire Resistance Directory and as summarized below: A. Concrete Min 2 -1/2 in thick reinforced lightweight or normal weight (100 -150 pcf) concrete. B. Steel Floor and Form Units* Composite or non — composite max 3 in. deep gals steel fluted units as specified in the individual Floor — Ceiling Design. 2. Firestop Device* Cost in place firestop device permanently embedded during concrete placement or grouted in concrete assembly in accordance with accompanying installation instructions with a max 2 in. projection above the top surface of the concrete. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 680- 75/2.5 ", CP 680 - 110/4 CP 680 - 160/6" 3. Through Penetrants— Once nonmetallic pipe or conduit to be installed within the firestop system. Pipe or conduit to be rigidly supported on both sides of the floor — ceiling assembly. The following types and sizes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Pipe — Nom 6 in. diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste, or vent) piping systems B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 6 in. diam (or smaller) SDR17 CPVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. The firestop device and nonmetallic penetrant shall be sized as follows: "Bearing the UL Classification Mark PLASTIC PIPE THROUGH CONCRETE CM 9109.dwg System No, C -AJ -1226 F RATING = 3 -HR, T RATING = 0 -HR. L Rating At Ambient - Less than 1 CFM /Sq Ft L Rating At 400 F - 4 CFM /Sq Ft SECTION A -A 1. Floor or Wall Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam of opening is 32 in. 2. Metallic Sleeve (Optional) Nom 32 in. diom (or smaller) Schedule 40 (or heavier) steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces. 3. Through - Penetrant One metallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between pipe or conduit and periphery of opening shall be min 0 in. (point contact) to max 1 -7/8 in. Pipe may be installed with continuous point contact. Pipe or conduit to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes or conduits may be used: A. Steel Pipe Nom 30 in. diom (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe Nom 30 in. diam (or smaller) cast or ductile iron pipe. C. Copper Pipe Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. D. Copper Tubing Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. E. Conduit Nom 6 in. diam (or smaller) steel conduit. F. Conduit Nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT). 4. Firestop System The firestop system shall consist of the following: A. Packing Material Min 4 in. thickness of min 4 pcf mineral wool bott insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material* — Sealant Min 1/4 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. At the point or continuous contact locations between pipe and concrete, a min 1/4 in. diam bead of fill material shall be applied at the concrete /pipe interface on the top surfoce of floor and on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS —One Sealant *Bearing the UL Classification Marking METAL PIPE THROUGH CONCRETE CAJ- 2109.dwg STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 002 Nom Pie Diameter Firestop Device 003 1-1/2 in. to 2 in. CP 680-75/2.5"N 3 in. to 4 in. CP 680 -110 4 "N 6 in. CP 680-160/6"N "Bearing the UL Classification Mark PLASTIC PIPE THROUGH CONCRETE CM 9109.dwg System No, C -AJ -1226 F RATING = 3 -HR, T RATING = 0 -HR. L Rating At Ambient - Less than 1 CFM /Sq Ft L Rating At 400 F - 4 CFM /Sq Ft SECTION A -A 1. Floor or Wall Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight (100 -150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam of opening is 32 in. 2. Metallic Sleeve (Optional) Nom 32 in. diom (or smaller) Schedule 40 (or heavier) steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces. 3. Through - Penetrant One metallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between pipe or conduit and periphery of opening shall be min 0 in. (point contact) to max 1 -7/8 in. Pipe may be installed with continuous point contact. Pipe or conduit to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes or conduits may be used: A. Steel Pipe Nom 30 in. diom (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe Nom 30 in. diam (or smaller) cast or ductile iron pipe. C. Copper Pipe Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. D. Copper Tubing Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. E. Conduit Nom 6 in. diam (or smaller) steel conduit. F. Conduit Nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT). 4. Firestop System The firestop system shall consist of the following: A. Packing Material Min 4 in. thickness of min 4 pcf mineral wool bott insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material* — Sealant Min 1/4 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. At the point or continuous contact locations between pipe and concrete, a min 1/4 in. diam bead of fill material shall be applied at the concrete /pipe interface on the top surfoce of floor and on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS —One Sealant *Bearing the UL Classification Marking METAL PIPE THROUGH CONCRETE CAJ- 2109.dwg STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 C D B A PROJECT N PROJECT KEYPLAN , FI R ESTO P SYSTEMS NOTE: 2 LAYERS OF ICE & WATER SHIELD AT ALL HIPS, VALLEYS, & RIDGES. RIDGE 1 -1/2" = 1'- CORNER DORMER BACKER F & CONT. CAULKING 16 OZ. C WALL FLA NOTE: SEE DETAI 1 /A530 F ROOF ASS / HIP FLASHI A— DTRF01.dwg _T (CONT.) .T OVER 'ER ICE & WATER 5Y2" NAIL BASE DN PANEL (R -30) CEMENT STUCCO CONT. LAYER OF ICE & WATER SHIELD, EXTEND UP WALL MIN. 36" HIGH. T.O. COPPER COUNTER FLASHING S 16 OZ. COPPER PAN FLASHING W/ CLEATS CAD 24" O.C. -6" OVERLAP MIN. „ N 30# ROOF FELT OVER ICE & WATER SHIELD. 00 ICE & Wi SHIELD, OVER T01 t WALL x ':.,:.:•: 5 /" TYPE s NOTE: SEE DETAIL 1/A530 FOR STUCCO ROOF ASSEMBLY. DORMER FLASHING 1-1/2" = 1'— 0" A— DTRF01.dwg CONC. TILE ROOFING COPPER CLEATS 24" O.C. 16 OZ. COPPER VALLEY FLASHING CONT. W/ 8" MIN, OVERLAP NOTE: 2 LAYERS OF ICE & WATER SHIELD AT ALL VALLEYS. VALLEY FLASHING 1-1/2" = 1'- 0" A -t NOTE: SEE D'. 1 /A53( ROOF SCORNER OF DORMER WALL FLASHING SAFET� 1 1-1/2" = 1- 0 " A— DTRF01.dwg 4 J 1-112" = 1'- ANC. RIDGE TILE A— DTRF01.dwg �--1" 'V' CRIMP TOP OF 5Y2" NAIL BASE INSULATION PANEL (R -30) CRIMP EDGES 3/4" NOTE: REFER TO STRUCTURE FOR ATTACHMENT TYP. .dwg SHING WITH RSHIELD LAPPED NOTE: SEE C 1 /A5: ROOF 2 1N V // 1' Lr1V L,1, cx ti1N VJ 1 - " = 1 '— 0" A— DTRF01.dwg CONC. ROOF TILES ON 1 X VERT. & HORIZ. TREATED WOOD BATTENS OVER 30# BLDG. FELT OVER ONE LAYER ICE AND WATER SHIELD. (TWO LAYERS AT RIDGES, HIPS AND VALLEYS) GALV. STEEL "0 RT SHING INSTALLED .RSHIELD WITH :RSHIELD LAPPED DGE BEAM I PER 'GS. ROOF PARAPET, TYP. 1 —1 77" = 1 n A— DTRF01.dwa C� G G , TE: E DETAIL A530 FOR OF ASSEMBLY. — . ' . — TEFL �E CLOTH DF ICE & RLAP GALV. '+ JIVUJ WELDED TO TOP PLATE 5Y2" NAIL BASE INSULATION PANEL (R -30) !Y8" TYPE "X" GWB METAL DECK ON STEEL STRUCTURE, RE STRUCTURAL DRAWINGS STEEL RAFTER (BEYOND), RE: STRUCTURAL DRAWINGS, SPRAY FIREPROOFING REMOVED FOR CLARITY 10" FOIL BACKED BATT INSULATION (R -30) 5/8" GWB CEILING (5/8" RESILIENT CHANNEL ATTACHED TO 1 5/8" METAL CHANNEL ATTACHED TO STRUCTURAL FRAME) CONC. o TILE ROOF TYP. r'ACT f1nnirpETE RIDGE TILE OVER P.TREATED 'K SHING SIDE. OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHI'T'ECT OF RECORD Etna Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL.. ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFF.R DESIGNS EDWARDS, COLORADO PROJECT NUMBER ISSUE REVISION 20826.01 DATE 005 CD FROG. 1 01.14.05 006 PERMIT /BID 02.15.05 L H,,,, 1 PROjea N r PROJECT KEYPLAN ROOF DETAILS A530 N_ S 1 R O I n 3 3 / , DORMER RAKE DETAIL 1 -1 /*?" = 1'— n" A— DTEV01.dwo GRID NC SE 1/ RC 2C GL DL AF 0. No ST x OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD 4 Denver, Colorado N_ S 1, R 2 G D A 0 � I P hlINILV vwV V OVER 5.8" GWB I 5 11 L lJ l v V V 1' " A Y 1J 1 J 1 -1 /2" = 1'- 0" A - DTEV01.dwg GRID E AVE 0 1-1/2" = 1'- 0 COVERED BALCONY d i 1 C M IG7 12 P MASTER PLANNER DESIGN ARCHITECT' HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAII., COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 ISSUE REVISION DATE 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 M N PROJECT KEYPLAN 3 G R _C . EAVE A— DTEVOt.dwg � G x F _R . C . EAVE A— OTEV01.dwg 1 G �F _R _C . EAVE A— DTEV01.dwg qv, " OWNER /DEVELOPER VAIL RESORTS 1' -2y2 DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 2 4 0 Denver, Colorado N i MASTER PLANNER & DESIGN ARCHITECT .HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 SECTION Cap SIDEWALL DISCHARGE NOTE FOLLOW MANUF. GUIDELINES FOR FLUE & TERMINUS CAP INSTALLATION PROCEDURES. 11 " DIA. OUTSIDE W/ 8" DIA. INSIDE FLUE THIMBLE 6" METAL STUDS 14 -1 2' SQ. OPNG. ENT STUCCO ON PAPER ON EXT. GWB ANT IZONTAL FLUE 1 E_r\1v11NUS CAP -PAINT W, HIGH TEMP PAINT TO MAT WALL SURFACE HORIZONTAL FLUE TERMINUS DETAILS 2 1 -1/2" = 1'— 0" A- 12— DT- 03.dwg L 8„ JL 10" 8 „ N I NOTE FOLLOW MANUF. GUIDELINES FOR FLUE & TERMINUS CAP INSTALLATION PROCEDURES. HORIZONTAL FLUE TI j1-1/2" = 1'- 0" A- 12— DT- 03.dwg 8" DIA. OUTSIDE FLU E INT. WALL SHIELD 6" METAL STUDS 10 "x12" OPNG. CEMENT STUCCO ON BLDG. PAPER ON 5/8" EXT. GWB SEALANT HORIZONTAL FLUE TERMINUS CAP -PAINT W/ HIGH TEMP PAINT TO MATCH WALL SURFACE ISSUE REVISION DATE ZL PERMIT REV 03.24.05 C D $ A PROJFzr N PROJECT KEYPLAN MISC. EXTERIOR DETAILS C V II VJI L/L .,VI \IVL_I\ IVIIIV. CLEARANCE I I( 2004 4240 ARCHITECTURE, INC. I ;BETE TILES ON 1 X HORIZ TED WOOD BATTENS OVER ROOF FELT. STEEL RAFTERS, RE: STRUCT. Q. TUBE STEEL CHIMNEY 'ORT, RE: STRUCT. DWGS. 'ER FLASHING pal IE[e3 CO COVE _DING CO CHIMNEY SOFFIT JD FLUE TERMINUS CAP - - ED W/ RUST RESISTANT BLACK CO PIER BEYOND Q. TUBE STEEL POST ND T METAL CHIMNEY CAP —TURN STUCCO EDGE 2" W/ HEMMED —TURN UP 4" BEHIND STUCCO �. PAINT TO H STUCCO. :1I�W' PLAN Cap FLUE TERMINUS 3 1 -1/2" = 1' — 0" A— 1 2—DT-04.dwg 13" OUTSIDE DIA. DOUBLE WALL FLUE UL LISTED. SHEET METAL CHIMNEY CAP —TURN OVER STUCCO EDGE 2" W/ HEMMED EDGE —TURN UP 4" BEHIND STUCCO PIERS. PAINT TO MATCH STUCCO. 7/8" PORTLAND CEMENT STUCCO SYSTEM OVER BLDG. PAPER ON 5/8" TYPE 'X' SHEATHING ON 3 -5/8" METAL STUDS ow 202081 sC � ° yS A \���� R�K OWNER /DEVELOPER TUBE `. STRUC 4" SQ. TUBE STEEL CHIMNEY SUPPORT, RE: STRUCT. DWGS. CEMENT STUCCO SYSTEM OVER 3 -5/8" 16 GA. MTL. STUDS. VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD E L E L Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK ELEVATION -- CHIMNEY CAP SECTION C FLUE TERMINUS A- 12— DT- 04.dwg SECTION C FLUE TERMINUS 5 1 -1/2" = 1'— 0" A- 12— DT- 04.dwg COPF ICE � 3/4" STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUM& AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGIl41M ALPINE ENGINEERING, INC. VAII,COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 �j ELEVATION— CHIMNEY CAP SECTION C CHIMNEY ROOF 1 -1/2" = 1' — 0" A- 12— DT- 04.dwg ISSUE REVISION DATE Z L PERMIT REV 03.24.05 C D B A PRojea N _1� PROJECT KEYPLAN CHIMNEY & FLU D ETAI LS .1531 )' PLAN Cap CHIMNEY r - 1 -1/2 = 1' — 0" A- 12— DT- 04.dwg OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD M E L Denver, Colorado MASTER PLANNER DESIGN ARCIIITECI' HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGIN17M CATOR, RUMA AND ASSOCIATES, CO. DENVER COLORADO CIVII, ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 20826.01 i 00 MAINTAIN 2" CLEARANCE TO COMBUSTIBLES 2 —HR SHAFT WALL METAL CHIMNEY FLUE — DOUBLE WALL STEEL ADAPTER PLAfiC LAG BOLTED TO SMOKE CHAMBER MASONRY SMOKE V-73 CHAMBER W/ k (o METAL DAMPER— '1z % : ,' N FIXED OPEN '; i ; CAST STONE — COLUMN BEYOND RADIUSED STEEL — LINTLE— PTD TO MATCH STONE 3/— o FIREBRICK IN HERRINGBONE ` PATTERN RAISED CAST - - -� STONE HEARTH N I 1 TYP. MASONRY FOR GAS LOG INSERT 1/2" = 1'- 0' FIREPLACE SECTION A- 30— DT- 04.dwg ISSUE REVISION DATE Z& PERMIT REV 03.24.05 C DjI B PRo1wr N PROJECT KEYPLAN 4 FIREPLACE SECTION A- 30— DT- 04.dwg ISSUE REVISION DATE Z& PERMIT REV 03.24.05 C DjI B PRo1wr N PROJECT KEYPLAN