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HomeMy WebLinkAboutB05-0016 Plans (volume 2 mechanical M314.B-M800.2 pages 201-251)7 s Q 2003 4240 ARCHITECTURE, INC. I I °z °° °1 ►AG E E W cp CD CD N 0 E 4 0 M O 0 J m M i W z N O J Q n M N p M O N M O W M Al GI ­__ - - - - d 1-1. STORM DRAIN AND OVERFLOW DRAIN UP AND DOWN. i 0 STORM DRAIN UP AND DOWN. i t 3/4" GAS (60,000 BTUH) TO RANGE. PROVIDE GAS COCK. 12 3/4 GAS (30,000 BTUH) TO BBO. ASi1_30 13 GAS PIPE DOWN IN WALL TO BBQ. 14 GAS PIPE DOWN. 15 VENT STACK DOWN. 16 HW AND CW RISERS DOWN. i 7 HW AND CW UP. i$ GAS PIPING UP. 19 WASTE STACK DOWN. 20 VENT STACK UP. 21 1 /2 "CW, 2 AND 2 TO ICE MAKER. YWASTE, 2 "VENT AND 1 "CW AADD RISER. STAND PIPE. l 8. SEE ARCH PLANS FOR EXACT ROUGH —IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND INSTALLED BY M.G. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM A A fl 0 PENETRATIONS AT MANY LOCATIONS. DETERMINE IN FIELD WHERE PENETRATION 1A4 MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. V4 r r- t • OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ARCHITECTURE Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART 1 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 SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 045 ASI057 12 -15 -05 058 ASI058 12 -13 -05 059 ASI062 12 -19 -05 068 ASI070 01 -03 -06 078 PR 052 01 -17 -06 107 PR 09OBC 02 -28 -06 C D 'Biii A N PROJECT KEYPLAN PLUMBING PLAN LEVEL 4 I AREA B _ _ u a _ (3) E i I I i f f r2>! tat i f � KEY N OTES: NOT ALL KEY NOTES APPLY TO THIS SHEET WASTE STACK UP AND DOWN. VENT STACK UP AND DOWN. l�f HW AND CW RISERS UP AND DOWN. 4 ISLAND WASTE AND VENT. HW AND CW RISERS UP TO SINK ABOVE. 3/4" GAS (61,000 BTUH) TO FIREPLACE. 1°f GAS PIPING UP AND DOWN. 1/2" HW AND 1/2" CW TO SHOWER. ISLAND WASTE AND VENT, HW AND CW RISERS FROM BELOW TO SINK ON THIS FLOOR. l STORM DRAIN AND OVERFLOW DRAIN UP AND DOWN. 1O STORM DRAIN UP AND DOWN. t i 3/4" GAS (60,000 BTUH) TO RANGE. PROVIDE GAS COCK. 12 3/4" GAS (30,000 BTUH) TO BBQ. ASt-30 i3 GAS PIPE DOWN IN WALL TO BBQ. 14 GAS PIPE DOWN. 15 VENT STACK DOWN. 16 HW AND CW RISERS DOWN. 17 HW AND CW UP. 18 GAS PIPING UP. 19 WASTE STACK DOWN. L`_"/ VENT STACK UP. 2i 1/2 2 AND 2 TO ICE MAKER. YWASTE, 2 AND 1 ° CW AADD RISER. GENEFxAL NOTES 1. ALL WATER LINE TAKE -OFFS SHALL BE TOP TAKE -OFFS WHEREVER POSSIBLE. 2. SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. 3. COORDINATE AND VERIFY ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 4. SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING. ALL FLUSH VALVES AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR WITH ISOLATION VALVE. 5. ALL FINAL CONNECTIONS ARE BY M.C. 6. PROVIDE HEAT TRACE AND 1/2" FIBERGLASS INSULATION FOR ALL DECK DRAIN PIPING THAT IS NOT IN HEATED SPACES. 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER STAND PIPE. 8. SEE ARCH PLANS FOR EXACT ROUGH -IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND INSTALLED BY M.C. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. A lI D 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM A PENETRATIONS AT MANY LOCATIONS. DETERMINE IN FIELD WHERE PENETRATION MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD J ARCHITECTURE Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART (HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER. MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUM 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 a_.,. - LEVEL 4 - PLUMBING PLAN - AREA C N 002 DD FROG 1 04.12.04 003 DD FROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD FROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 008 PERMIT REV PERMIT REV 03.24.05 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 019 CD PROG. 2R ADDENDUM 10 07.01.05 07.07.05 023 ADDENDUM 14 07.29.05 045 ASI057 12 -15 -05 058 ASI058 12 -13 -05 059 068 078 ASI062 ASI070 PR 052 12 -19 -05 01 -03 -06 01 -17 -06 091 PR 089BC 02 -03 -06 107 PR 090BC 02 -28 -06 PLUMBIN PLAN LEVEL 4 ARE_ A C M314.0 1 a - - I I I i i f k I I E I I { ( I I I f ( i ( 1 ( I � 1 ( I I I� I I I I I I LEVEL 4 - PLUMBING PLAN - AREA D _ _ - ___(D N NOT ALL KEY NOTES APPLY TO THIS SHEET WASTE STACK UP AND DOWN. 2 VENT STACK UP AND DOWN. Q HW AND CW RISERS UP AND DOWN. ISLAND WASTE AND VENT. HW AND CW RISERS UP TO SINK ABOVE. 3/4" GAS (61,000 BTUH) TO FIREPLACE. GAS PIPING UP AND DOWN. 7 1/2" HW AND 1/2" CW TO SHOWER. ISLAND WASTE AND VENT, HW AND CW RISERS FROM BELOW TO SINK ON THIS FLOOR. STORM DRAIN AND OVERFLOW DRAIN UP AND DOWN. 10 STORM DRAIN UP AND DOWN. 11 3/4" GAS (60,000 BTUH) TO RANGE. PROVIDE GAS COCK. 12 314" GAS (30,000 BTUH) TO BBQ. ASI-30 13 GAS PIPE DOWN IN WALL TO BBQ. 1 4 GAS PIPE DOWN. 15 VENT STACK DOWN. 16 HW AND CW RISERS DOWN. i7 HW AND CW UP. 18 GAS PIPING UP. 19 WASTE STACK DOWN. 20 VENT STACK UP. 21 1/2 2 AND 2 TO ICE MAKER. 3 "WASTE, 2 AND 1 AADD RISER. GENERAL NOTES - -- -- °- - 1. ALL WATER LINE TAKE -OFFS SHALL BE TOP TAKE -OFFS WHEREVER POSSIBLE. 2. SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZING TO INDIVIDUAL � 0 � 01 PLUMBING PLAN LEVEL 4 AREA D M314.D OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD A Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART (HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO M8P 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 A 1 002 PLUMBING FIXTURES. 3. COORDINATE AND VERIFY ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL DD PROG 2 ENGINEER. 4. SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING. ALL FLUSH VALVES 06.21.04 AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER - - ----, ARRESTOR WITH ISOLATION VALVE. 5. ALL FINAL CONNECTIONS ARE BY M.C. 6. PROVIDE HEAT TRACE AND 1/2" FIBERGLASS INSULATION FOR ALL DECK DRAIN PERMIT REV PIPING THAT IS NOT IN HEATED SPACES. 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER 04.07.05 STAND PIPE. 8. SEE ARCH PLANS FOR EXACT ROUGH -IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND 05.27.05 INSTALLED BY M.C. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. - - 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM A AT MANY LOCATIONS. DETERMINE IN FIELD WHERE PENETRATION ADDENDUM 10 MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM 023 PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH 0 7.2 9. 0 5 STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. � 0 � 01 PLUMBING PLAN LEVEL 4 AREA D M314.D OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD A Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART (HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO M8P 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 A 1 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD FROG SET 01.14.05 006 PERIMTIBID 02.15.05 007 PERMIT REV 03.24.05 008 PERINUT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 0 7.2 9. 0 5 045 ASI057 12 -15 -05 058 ASI058 12 -13 -05 059 ASI062 12 -19 -0 068 ASI070 01 -03 -06 078 PR 052 01 -17 -06 082 PR 064BC 01 -30 -06 111 PR 094BC 03 -01 -06 083 PR065BC 03 -10 -06 Q 2003 4240 ARCHITECTURE, INC. KEY NOTES: �i � ' l t i ' l Q NOT ALL KEY NOTES APPLY TO THIS SHEET �j WASTE STACK DOWN. �2 VENT STACK UP AND DOWN. �3 ISLAND WASTE AND VENT, HW AND CW RISERS UP TO SINK ABOVE. ® ISLAND WASTE AND VENT, HW AND CW RISERS FROM BELOW TO SINK ON THIS FLOOR. O 3/4 "GAS (61,000 BTUH) TO FIREPLACE. ® GAS PIPING UP AND DOWN. 07 HW AND CW RISERS UP. ® HW AND CW RISERS DOWN. ® HW AND CW RISERS UP AND DOWN. 10 1 /2 "HW AND 1 /2 "CW TO SHOWER. i1 VENT STACK DOWN. 12 VENT STACK UP. 13 GAS PIPING DOWN. 14 GAS PIPING UP. 15 3/4 0 GAS (30,000 BTUH) TO BBQ. 16 STORM DRAIN AND OVERFLOW PIPING UP AND DOWN. 17 GAS PIPE DOWN IN WALL TO BBQ. v 18 3/4" GAS (60,000 BTUH) TO RANGE PROVIDE GAS COCK. 19 STORM DRAIN PIPING UP. ASI -30 © STORM DRAIN PIPING DOWN. 21 WASTE STACK UP AND DOWN. © WASTE STACK UP. 2U3 HWC DOWN. 4 1/2 2 AND 2 TO ICE MAKER. 3 2 AND 1 "GW ASI -30 RISER. 1. ALL WATER LINE TAKE —OFFS SHALL BE TOP TAKE —OFFS WHEREVER POSSIBLE. 2. SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. 3. COORDINATE AND VERIFY ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 4. SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING. ALL FLUSH VALVES AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR WITH ISOLATION VALVE. 5. ALL FINAL CONNECTIONS ARE BY M.C. 6, PROVIDE HEAT TRACE AND 1/2" FIBERGLASS INSULATION FOR ALL DECK DRAIN PIPING THAT IS NOT IN HEATED SPACES. 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER STAND PIPE. 8. SEE ARCH PLANS FOR EXACT ROUGH —IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND INSTALLED BY M.C. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM PENETRATIONS AT MANY LOCATIONS. DETERMINE IN FIELD WHERE PENETRATION MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. PROJECT NUMBER: 20826.01 ISSUE REVISION DA'I I LEVEL 5 - PLUMBING PLAN - AREA A p SCALE: 1/8 " =1' -0" A i" Al i mw � �`dp REG/ •••• F �; ooU�LAS yoo �Fa 3 j OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Artcr�rr'EC'rute� Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK_ STRUCTURAL ENGINEER ti *.ONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUWA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT' /BID 02.15.05 007 PER -MIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 CD PROD. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 10.210- B C~ 1 rRolEf N r PROJECT BEYPLAN PLUMBING PLAN LEVEL 5 AREA A /07/2005 0 8:56om REV: 10/06/2005 CAD: kkr XREF: PPN5.dwg tb.dwg H- 07,dwg L3— C —B.dwg L4— C —D.dwg L4— C —W.dwg L4— C —C.dwg L4— C —T.dwg a— fp- 15.dwg A— CR- 05.dwg L5— C— Z— ROOF.dwg L5— C —E.dwg L5— C —K.dwg S— GRID.dwg M8- 01.dwg MB- 02.dwg L5— C —U.dwg kplan —o.dwg kplan —b.dwg kplan —c.dwg kplan —d.dwg L4— C —S.dwg L5— C —R.dwg L5— C —F.dwg L5— C —G.dwg L4— C —A.dwg L4— C —J.dwg LO— closet.dwg MB- 03.dwg bg5.dwg xbgl— usc.dw A— MACH — LINE- 3- 4 -5.dw 15— c —l.dw L5— C —MN.dw A- 04— BP- 03A.dw A- 07— BP- 038.dw A- 09— BP- 04A.dw — 07 —BP— A— — 9 9 9 9 9 9 9 A 03A.dwg 33 BP- 04A.dwg STR— LEVEL5.dwg 0 @ 2003 42140 ARCHITECTURE, INC. � RE G/ �o�, • o goo ��o 3 . ® HW AND CW RISERS DOWN. HW AND CW RISERS UP AND DOWN. 10 1 /2'HW AND 1 /2'CW TO SHOWER. 11 VENT STACK DOWN. 12 VENT STACK UP. 13 GAS PIPING DOWN. 14 GAS PIPING UP. 15 3/4 "GAS (30,000 BTUH) TO BBQ. 18 STORM DRAIN AND OVERFLOW PIPING UP AND DOWN. 17 GAS PIPE DOWN IN WALL TO BBQ. 18 314" GAS (80,000 B1UH) TO RAN PRO GAS COCK. 19 STORM DRAIN PIPING UP. ASI -30 20 STORM DRAIN PIPING DOWN. 21 WASTE STACK UP AND DOWN. ® WASTE STACK UP. 23 HWC DOWN. - - - 24 1 /2'CW, 2 "WASTE AND 2 "VENT TO ICE MAKER. 3'WASTE, 2 "VENT AND 1'CW RISER. 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER STAND PIPE. 8. SEE ARCH PLANS FOR EXACT ROUGH -IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND INSTALLED BY M.C. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM PENETRATIONS AT MANY LOCATIONS. DETERMINE IN FIELD WHERE PENETRATION MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROD SE 'I' 01.14.05 006 PERMIT /BID 02.15.05 007 i i 03.24.05 �\ PERMIT REV 04.07.05 1 V 1 ' ,l 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 r� 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /0 - s , -t2 ® HW AND CW RISERS DOWN. HW AND CW RISERS UP AND DOWN. 10 1 /2'HW AND 1 /2'CW TO SHOWER. 11 VENT STACK DOWN. 12 VENT STACK UP. 13 GAS PIPING DOWN. 14 GAS PIPING UP. 15 3/4 "GAS (30,000 BTUH) TO BBQ. 18 STORM DRAIN AND OVERFLOW PIPING UP AND DOWN. 17 GAS PIPE DOWN IN WALL TO BBQ. 18 314" GAS (80,000 B1UH) TO RAN PRO GAS COCK. 19 STORM DRAIN PIPING UP. ASI -30 20 STORM DRAIN PIPING DOWN. 21 WASTE STACK UP AND DOWN. ® WASTE STACK UP. 23 HWC DOWN. - - - 24 1 /2'CW, 2 "WASTE AND 2 "VENT TO ICE MAKER. 3'WASTE, 2 "VENT AND 1'CW RISER. 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER STAND PIPE. 8. SEE ARCH PLANS FOR EXACT ROUGH -IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND INSTALLED BY M.C. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM PENETRATIONS AT MANY LOCATIONS. DETERMINE IN FIELD WHERE PENETRATION MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. n OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT :HART I HONXT RTON NEW YORK, NEW YORK ' \J ' f , ati MO 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 DA'I"E 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROD SE 'I' 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 �\ PERMIT REV 04.07.05 1 V 1 ' ,l 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 r� 07.01.05 n OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT :HART I HONXT RTON NEW YORK, NEW YORK ' \J ' f , ati MO 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 DA'I"E 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROD SE 'I' 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /0 - s , -t2 D B PROJL PROJECT MT1 �r PLUMBING PLAN LEVEL 5 AREA B ?005 0 8:59am REV: 10/06/2005 CAD: kkr XREF: PPN5.dwg tb.dwg H- 07.dwg L3— C —B.dwg L4— C —Dbdwg L4— C —W.dwg L4— C —C.dwg L4— C —T.dwg a— fp- 15.dwg A— CR- 05.dwg L5— C— Z— ROOF.dwg L5— C —E.dwg L5— C —K.dwg S— GRID.dwg MB- 01.dwg MB- 02.dwg L5— C —Ubdwg kplan —a.dwg kplan — b.dwg kplan —c.dwg kplan —d.dwg L4— C —S.dwg L5— C —R.dwg L5— C —F.dwg L5— C —G.dwg L4— C —A.dwg L4— C —J.dwg LO— closet.dwg MB- 03.dwg bg5.dwg xbg1— usc.dwg A— MACH — LINE- 3- 4 -5.dwg 15— c —l.dwg L5— C— MN.dwg A- 04— BP- 03A.dwg A- 07— BP- 036.dwg A- 09— BP- 04A.dwg A- 07— BP- 03A.dwg A- 33- 8P- 04A.dwg STR— LEVEL5.dwg 1 1 M Q is ti:1 V V (D L:/ 1 P E i ( P I a s KEY NOTES. N OT • TO THIS SHE WASTE STACK DO WN. V ENT « AND tt ISLAN WASTE AND VENT AND CW RISERS UP TO SINK ABO I SLAND WASTE AND V ENT . AN D CW RI SERS F ROM BEL OW i SINK O FL OOR . ►tt TO FIREPLAC GAS PIPING UP ► DO WN. HW ► CW RISERS ► CW RI SERS DO HW AN D CW RISERS UP AND D W AND IlrCW TO SHOW V ENT « DO V ENT « GAS PIPING !• GAS PIPING UP. (.3 , 000 TO :,- ST ORM DRAIN AND OVERFLOW PIPING UP AN► DO 15 GAS PIPE DOWN IN WALL TO ::i ST �g 31e GAS (60,000 BTUH) TO RANGE. PROVIDE GAS COCK. DR A+ r t STORM DRAIN PIPING DO STA CK WASTE t DO WN. WASTE STACK UP. HWC It ► 2 TO ICE MAK rWASTE rVMT AND t RISER GENERAL NOTES 1. ALL WAT ER LINE TAKE—OFFS SHALL BE TOP TAKE—OFFS WHEREV P O SSIBLE 2. SEE CONNECTION SCHEDULE t • PIPE SIZING TO INDIVID PLUMBING FIXTURES. 3. COORDINATE AND VERIFY ALL STRUCTURAL PENETRATIONS VAIN STRUCTURAL ENGINEE 4. S EE « s FOR WATER HAMMER ARRESTOR S ► S OP • a- HAMMER •- WITH ISOLATIO 5. ALL FINAL CONNEC71O 6. PROVIDE HEAT TRACE AND 1/2* FIBERMASS INSULA11ON FOR ALL DECK DRAIN PIPING THAT IS N OT aI SPAC 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER STAN P IPE. 8. S EE •« FOR EXACT ROUGH—IN LOCATIONS OF :• GAS PIPING. 9. ALL FIXTURES N OT DESIGNATED « a► BY OTH at AND INSTALL BY M SEE INTERIOR DES CONSULTANT SPECS FOR MORE INFO 10* PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH s PENETRATIONS DETE FIE WHERE - PENETRATIO N MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT COORDINATE PENETRATIO STRUCTURAL ENGINEER BEFORE COMMENCING INITH WORK. OWNIER /DEVELOPER VAIL RESORTS I j DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ARCF #iEGTtJItE 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 ASSOCINITS, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE: ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO) PROJECT NUMBER: 20826.01 ISSUE REVISION DATE Q — — — — + LEVEL 5 - PLUMBING PLAN - AREA C ,o 1/8—=l'—d 002 DD PROG 1 04.12.04 003 DD FROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD FROG SET 01.14.05 006 PI RMITJBID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 045 ASI057 12 -15 -05 058 ASI058 12 -13 -05 05 9 A 12 -19 -05 068 AST 070 01 -03 -06 078 PR 052 01 -17 -06 091 PR 089BC 02 -03 -06 074 PR 055BC 02 -10 -06 M 17 16 Y Y �2 �.../ � 4 �..! I I { ! 3 I i I � ' I { i I i I I I I I I t { j LEVEL 5 - PLUMBING PLAN - AREA - FA - '_'_e _._.. 2 KEY NO TES: NOT ALL KEY NOTES APPLY TO THIS SHEET WASTE STACK DOWN. VENT STACK UP AND DOWN. ISLAND WASTE AND VENT, HW AND CW RISERS UP TO SINK ABOVE. ISLAND WASTE AND VENT, HW AND CW RISERS FROM BELOW TO SINK ON THIS FLOOR. 3/4 ° GAS (61,000 BTUH) TO FIREPLACE. GAS PIPING UP AND DOWN. HW AND CW RISERS UP. HW AND CW RISERS DOWN. HW AND CW RISERS UP AND DOWN. 10 1 /2"HW AND 1 /2 "CW TO SHOWER. t1 VENT STACK DOWN. 12 VENT STACK UP. 13 GAS PIPING DOWN. ]4 GAS PIPING UP. 15 3/4 (30,000 BTUH) TO BBQ. f6 STORM DRAIN AND OVERFLOW PIPING UP AND DOWN. 17 GAS PIPE DOWN IN WALL TO BBQ. 18 3/4 GAS (60,000 BTUH) TO RANGE. PROVIDE GAS COCK. 19 STORM DRAIN PIPING UP. A Zi 20 STORM DRAIN PIPING DOWN. 21 WASTE STACK UP AND DOWN. 22 WASTE STACK UP. 23 HWC DOWN. 4 1/2 2 AND 2 TO ICE MAKER. 3 2 AND 1 ° CW ASI -30 RISER. GENERAL N OTES 1. ALL WATER LINE TAKE -OFFS SHALL BE TOP TAKE -OFFS WHEREVER POSSIBLE. 2. SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. 3. COORDINATE AND VERIFY ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 4. SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING. ALL FLUSH VALVES AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR WITH ISOLATION VALVE. 5. ALL FINAL CONNECTIONS ARE BY M.C. 6, PROVIDE HEAT TRACE AND 1/2" FIBERGLASS INSULATION FOR ALL DECK DRAIN PIPING THAT IS NOT IN HEATED SPACES. 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER STAND PIPE. 8. SEE ARCH PLANS FOR EXACT ROUGH -IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND INSTALLED BY M.C. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM A DD PENETRATIONS AT MANY LOCATIONS. DETERMINE IN FIELD WHERE PENETRATION MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. OC T MAN REVIEW APPROVAL 0 9 20 UW& FT-1 MOP � `, is OWNER/DEVELOPER VAM RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD A Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART (HOWER.TON 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 SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 045 ASI 057 12 -15 -05 058 ASI 058 12 -13 -05 059 ASI 062 12 -19 -05 068 ASI 070 01 -03 -06 078 PR 052 01 -17 -06 082 PR 064BC 01 -30 -06 083 PR065BC 03 -10 -06 C r A m0)wr N PROJECT KEYPLAN PLUMBING PLAN LEVEL 5 AREA D M315,D KEY NOT l i A l i i� r O l , b i E - - -- ------------ NOT ALL KEY NOTES APPLY TO THIS SHEET �1 WASTE STACK DOWN. O2 VENT STACK DOWN. HW AND CW RISERS DOWN. ® ISLAND WASTE AND VENT, HW AND CW RISERS FROM BELOW TO SINK ON THIS FLOOR. �5 3 /4'GAS PIPING TO BBQ (30,000 BTUH). © 3/4 "GAS TO FIREPLACE (61,000 BTUH). O7 STORM DRAIN AND OVERFLOW DRAIN DOWN. ® STORM DRAIN AND OVERFLOW DRAIN UP. U9 GAS DOWN. 10 3/4 "GAS TO RANGE (60,000 BTUH). PROVIDE GAS COCK. 11 GAS PIPE DOWN IN WALL TO BBQ. ASI -30 12 GAS PIPE UP. i3 HW AND CW RISERS UP AND DOWN. 14 VENT STACK UP. 15 VENT STACK UP AND DOWN. 16 HW AND CW RISERS UP. 17 WASTE STACK UP. 18 WASTE STACK UP AND DOWN. 19 HWC UP AND DOWN. 20 HWC DOWN. 21 1/2 2 AND 2 - VENT TO ICE MAKER. 3 2 "VENT AND 1 "CW RISER. GENERAL NOTES 1. ALL WATER LINE TAKE -OFFS SHALL BE TOP TAKE -OFFS WHEREVER POSSIBLE. Z SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. 3. COORDINATE AND VERIFY ALL STRUCTURAL PENETRATIONS W17H STRUCTURAL ENGINEER. 4. SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING. ALL FLUSH VALVES AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR WITH ISOLATION VALVE. 5• ALL FINAL CONNECTIONS ARE BY M.C. 6, PROVIDE HEAT TRACE AND 1/2" FIBERGLASS INSULATION FOR ALL DECK DRAIN PIPING THAT IS NOT IN HEATED SPACES. 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER STAND PIPE 8. SEE ARCH PLANS FOR EXACT ROUGH -IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND INSTALLED BY M.C. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM PENETRATIONS AT MANY LOCATIONS. DETERMINE IN FIELD WHERE PENETRATION MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. i 8 2003 4240 ARCHITECTURE, INC. M REGIr F� �� ° o�UG�s yo�•,�`o 8 OWNER /DEVELOPER VAIL RESOR'T'S DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ■ J ,u�ctlRECty� Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I I 10\XTERTON 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, LNC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO am Rik milk PROJECT NUMBER: 20826.01 ISSUE REVISION DATE C N , PROJECT KEYPLAN LEVEL 6 - PLUMBING PLAN - AREA A N PLUMBING PLAN LEVEL 6 AREA A 1 .005 0 4:24pm REV: 09/30/2005 CAD: KKR XREF: PPN6.dwg tb.dwg a— fp- 16.dwg L6— C —R.dwg L6— C —S.dwg L6— C —T.dwg A— CR- 06.dwg L6— C —W.dwg L6— C —N.dwg L6— C —K.dwg L6— C —J.dwg L6— C —C.dwg L6— C —E.dwg L6— C —M.dwg L6— C —L.dwg L6— C —A.dwg L6— C —U.dwg S— GRID.dwg H- 07.dwg M8- 01.dwg MB- 02.dwg kplan —a.dwg kplan —b.dwg kplan —c.dwg kplan —d.dwg LO— closet.dwg MB- 03.dwg STR— LEVEL7.dwg bg6.dwg xbgt— usc.dwg A —MACH— LINE— 6 -7.dw L5— C— Z— ROOF.dw PPNR.dw A- 09— BP- 04A.dw A- 04— BP- 03A.dw A- 33— BP- 04A.dw b r.dw a —f —rf. w A —CR— TR— V M316.A 9 9 9 9 9 9 9 9 P d g RF.dwg S LE EL6.dwg STR— LEVELROOF.dwg 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD FROG SET 01.14.05 006 PERMIT /B.LD 02.15,05 007 PER IT REV 03.24.05 008 PERMI'I' REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUNf 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 1-0. w 05 C 2003 42140 ARCHITECTURE, INC. I I ��p4 REG /s� cco�, � o�UGLAS you.�Fo � e / i i ;i / i 0 ® STORM DRAIN AND OVERFLOW DRAIN UP. ® GAS DOWN. 10 3/4 "GAS TO RANG (60,000 BTUH). PROVIDE GAS COCK. 11 GAS PIPE DOWN IN WALL TO BBQ. ASI -30 12 GAS PIPE UP. 13 HW AND CW RISERS UP AND DOWN. 14 VENT STACK UP. 15 VENT STACK UP AND DOWN. 16 HW AND CW RISERS UP. 17 WASTE STACK UP. 18 WASTE STACK UP AND DOWN. 19 HWC UP AND DOWN. ® HWC DOWN. 21 1 /2'CW, 2 AND 2 TO ICE MAKER. 3 "WASTE, 2 "VENT AND 1'CW RISER. 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER STAND PIPE 8. SEE ARCH PLANS FOR EXACT ROUGH -IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND INSTALLED BY M.C. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM PENETRATIONS AT MANY LOCATIONS. DETERMINE IN FIELD WHERE PENETRATION MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. J ti 0 f 1 ff _ AI l \ hh V OWNER/DEVELOPER VAIL RESOXI "S DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ■ J Denver, Colorado MASTER PLANNER DESIGN ARCHITECI' HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RU_MA AND ASSOCIATES, CO, DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 IS REVI DATE 002 DD PROG 1 04.12.04 003 DD FROG 2 05.21.04 1 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PER 41T /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT" REV 04.07.05 y 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDEND ' _f 14 07.29.05 032 ASI -30 /D ZD. D5� J ti 0 f 1 ff _ AI l \ hh V OWNER/DEVELOPER VAIL RESOXI "S DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ■ J Denver, Colorado MASTER PLANNER DESIGN ARCHITECI' HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RU_MA AND ASSOCIATES, CO, DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 IS REVI DATE 002 DD PROG 1 04.12.04 003 DD FROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PER 41T /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT" REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDEND ' _f 14 07.29.05 032 ASI -30 /D ZD. D5� mqwr PROJECT KEYPIAN PLUMBING PLAN LEVEL 6 AREA B A05 0 4:26pm REV: 09/30/2005 CAD: KKR XREF: PPN6.dwg tb.dwg a— fp- 16.dwg L6— C —R.dwg L6— C —S.dwg L6— C —T.dwg A— CR- 06.dwg L6— C —W.dwg L6— C —N.dwg L6— C —K.dwg L6— C —J.dwg L6— C —C.dwg L6— C —E.dwg L6— C —M.dwg L6— C —L.dwg L6— C —A.dwg L6— C —U.dwg S— GRID.dwg H- 07.dwg MB- 01.dwg MB- 02.dwg kplan —o.dwg kpion —b.dwg kplon —c.dwg kplan —d.dwg LO— closet.dwg MB- 03.dwg STR— LEVEL7.dwg bg6.dwg xbgt— usc.dwg A —MACH— LINE- 6 -7.dwg L5— C— Z— ROOF.dwg PPNR.dwg A- 09— BP- 04A.dwg A- 04— BP- 03A.dwg A- 33— BP- 04A.dwg bgr.dwg a— fp— rf.dwg A— CR— RF.dwg STR— LEVEL6.dwg STR— LEVELROOF.dwg 11 M316.B KEY NOTES: NOT ALL KEY NOTES APPLY TO THIS SHEET (D ,., o Q o 0 0 (D t i Y I f , OWNRR(DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD O ■ �rteHrtEC�uae Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOW:EXf ON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGNEERS, INC AVON,COLORADO MEP E..NGLVEERS CATOR, RUTiMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC, V AIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS,COLORADO PROJECT NI"A413ER: 20826.01 ISSLE REVISION DA'Z`E; 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CID PROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADD) NDLNI 10 07.07.05 023 ADDFNDUI14 07.29.05 032 ASI -30 (0,20, 0� + C D B A PR�OjEC?' !N }t z PROJECT BEMAN LEVEL 6 - PLUMBING PLAN - AREA C a SCALE: 1/8"=1'-6 Q WASTE STACK DOWN. O2 VENT STACK DOWN. O HW AND CW RISERS DOWN. ® ISLAND WASTE AND VENT, HW AND CW RISERS FROM BELOW TO SINK ON THIS FLOOR. 0 3/4 "GAS PIPING TO BBQ (30,000 BTUH). Q6 3 /4'GAS TO FIREPLACE (61,000 BTUH). �! STORM DRAIN AND OVERFLOW DRAIN DOWN. ® STORM DRAIN AND OVERFLOW DRAIN UP. ® GAS DOWN. 10 3/4 0 GAS TO RANGE (60,000 BTUH). PROVIDE GAS COCK. 11 GAS PIPE DOWN IN WALL TO BBQ. ASI -30 12 GAS PIPE UP. 13 HW AND CW RISERS UP AND DOWN. 14 VENT STACK UP. 15 VENT STACK UP AND DOWN. 16 HW AND CW RISERS UP. 17 WASTE STACK UP. 18 WASTE STACK UP AND DOWN. 19 HWC UP AND DOWN. 0 HWC DOWN. 21 1/2 2 AND 2 TO ICE MAKER. YWASTE, OVENT AND 1 "CW RISER. GENERAL NOTES 1. ALL WATER LINE TAKE -OFFS SHALL BE TOP TAKE -OFFS WHEREVER POSSIBLE. 2. SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. 3. COORDINATE AND VERIFY ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 4. SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING. ALL FLUSH VALVES AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR WITH ISOLATION VALVE. 5• ALL FINAL CONNECTIONS ARE BY M.C. 6. PROVIDE HEAT TRACE AND 1/2" FIBERGLASS INSULATION FOR ALL DECK DRAIN PIPING THAT IS NOT IN HEATED SPACES. 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER STAND PIPE. 8. SEE ARCH PLANS FOR EXACT ROUGH -IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND INSTALLED BY M.C. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM PENETRATIONS AT MANY LOCATIONS. DETERMINE IN FIELD WHERE PENETRATION MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. A 0 @c 2003 4240 ARCHITECTURE, INC. o A pQ REG�s�� o&GLAS y0 1 :p PLUMBING PLAN LEVEL 6 AREA C ® 4:27pm REV: 09/30/2005 CAD: KKR XREF: PPN6.dwg tb.dwg a— fp- 16.dwg L6— C —R.dwg L6— C —S.dwg L6— C —T,dwg A— CR- 06.dwg L6— C —W.dwg L6— C —N.dwg L6— C —K.dwg L6— C —J.dwg L6— C —C.dwg L6— C —E.dwg L6— C —M.dwg L6— C —L.dwg L6— C —A.dwg L6— C —U.dwg S— GRID.dwg H- 07.dwg MB- 01.dwg MB- 02.dwg kplan —a.dwg kplan —b.dwg kplan —c.dwg kplan —d.dwg LO— closet.dwg MB- 03.dwg STR— LEVEL7.dwg bg6.dwg xbgl — usc.dwg A —MACH— LINE- 6 -7.dwg L5— C— Z— ROOF.dwg PPNR.dwg A- 09— BP- 04A.dwg A- 04— BP- 03A.dwg A- 33— BP- 04A.dwg bgr.dwg a— fp— rf.dwg A— CR— RF.dwg STR— LEVEL6.dwg STR— LEVELROOF.dwg 11 M3 C l t; i^ t i Y I f , OWNRR(DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD O ■ �rteHrtEC�uae Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOW:EXf ON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGNEERS, INC AVON,COLORADO MEP E..NGLVEERS CATOR, RUTiMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC, V AIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS,COLORADO PROJECT NI"A413ER: 20826.01 ISSLE REVISION DA'Z`E; 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CID PROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADD) NDLNI 10 07.07.05 023 ADDFNDUI14 07.29.05 032 ASI -30 (0,20, 0� C D B A PR�OjEC?' !N }t z PROJECT BEMAN PLUMBING PLAN LEVEL 6 AREA C ® 4:27pm REV: 09/30/2005 CAD: KKR XREF: PPN6.dwg tb.dwg a— fp- 16.dwg L6— C —R.dwg L6— C —S.dwg L6— C —T,dwg A— CR- 06.dwg L6— C —W.dwg L6— C —N.dwg L6— C —K.dwg L6— C —J.dwg L6— C —C.dwg L6— C —E.dwg L6— C —M.dwg L6— C —L.dwg L6— C —A.dwg L6— C —U.dwg S— GRID.dwg H- 07.dwg MB- 01.dwg MB- 02.dwg kplan —a.dwg kplan —b.dwg kplan —c.dwg kplan —d.dwg LO— closet.dwg MB- 03.dwg STR— LEVEL7.dwg bg6.dwg xbgl — usc.dwg A —MACH— LINE- 6 -7.dwg L5— C— Z— ROOF.dwg PPNR.dwg A- 09— BP- 04A.dwg A- 04— BP- 03A.dwg A- 33— BP- 04A.dwg bgr.dwg a— fp— rf.dwg A— CR— RF.dwg STR— LEVEL6.dwg STR— LEVELROOF.dwg 11 M3 C Zs ss LEVEL 6 - PLUMBING PLAN - AREA D N SCALE: 1/8"=V-0" — — — — — — — ---- 10 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ARCHITE" T FE Denver, Colorado MASTERPLANNER DESIGN ARCHITECT HART I HOWERTON NEW YOM NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS A CATOR, RUMA AND ASSOCIATES, CO. DENIVER, COLORADO CIVIL ENGINEER ALPINE ENGINERMG, INC. VAIL, COLORADO INTERIOR DESIGN SUPER DESIGNS EDWARDS, COLORADO PROJECT NUMBER; 20826.01 ISSUE REVISION DATE 002 KEY NOTES: 04.12.04 NOT ALL KEY NOTES APPLY TO THIS SHEET DD FROG 2 PRICING PKG WASTE STACK DOWN. 005 VENT STACK DOWN. 01.14.05 HW AND CW RISERS DOWN. PERMIT/BID ISLAND WASTE AND VENT, HW AND CW RISERS FROM BELOW TO SINK 007 ON THIS FLOOR. 03.24.05 3/eGAS PIPING TO BBQ (30,000 BTUH). PERMIT REV 3/4�GAS TO FIREPLACE (61,000 BTUH). 011 STORM DRAIN AND OVERFLOW DRAIN DOWN. 05.27.05 STORM DRAIN AND OVERFLOW DRAIN UP. CD FROG. 2 CD FROG. 2R ADDENDUM 10 GAS DOWN. 023 3/4*GAS TO RANGE (60,000 BTUH). PROVIDE GAS COCK. 07.29.05 A ASI 057 GAS PIPE DOWN IN WALL TO BBQ. ASI-30 058 GAS PIPE UP. 12-13-05 HW AND CW RISERS UP AND DOWN. ASI 062 VENT STACK UP. 068 VENT STACK UP AND DOWN. 01-03-06 HW AND CW RISERS UP. PR 052 WASTE STACK UP. 051 083 WASTE STACK UP AND DOWN. 12.12.05 03-10-06 HWC UP AND DOWN. HWC DOWN. A 2 1/2 2 AND 2 TO ICE MAKER. YWASTE, 2 AND ADD 1"CW RISER. g 1/2" CW DOWN. INSTALL SHUT-OFF VALVE NEXT TO FLOOR DRAIN (ACCESSIBLE THRU PANEL) AND CONNECT TO HUMIDIFIER. 1:3 A GENErxt-%L NOTES 1. AL L WATER LINE TAKE-OFFS SHALL BE TOP TAKE-OFFS WHEREVER POSSIBLE. 2. SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. 3. COORDINATE AND VERIFY ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 4. SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING. ALL FLUSH VALVES AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR WITH ISOLATION VALVE. 5- ALL FINAL CONNECTIONS ARE BY M.C. 6. PROVIDE HEAT TRACE AND 1/2 FIBERGLASS INSULATION FOR ALL DECK DRAIN PIPING THAT IS NOT IN HEATED SPACES. 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER STAND PIPE. 8. SEE ARCH PLANS FOR EXACT ROUGH-IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND INSTALLED BY M.C. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM PENETRATIONS AT MANY LOCATIONS. DETERMINE IN FIELD WERE PENETRATION MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. — — — — — — — ---- 10 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ARCHITE" T FE Denver, Colorado MASTERPLANNER DESIGN ARCHITECT HART I HOWERTON NEW YOM NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS A CATOR, RUMA AND ASSOCIATES, CO. DENIVER, COLORADO CIVIL ENGINEER ALPINE ENGINERMG, INC. VAIL, COLORADO INTERIOR DESIGN SUPER DESIGNS EDWARDS, COLORADO PROJECT NUMBER; 20826.01 ISSUE REVISION DATE 002 DD FROG 1 04.12.04 003 004 DD FROG 2 PRICING PKG 05.21.04 06.21.04 005 CD FROG SET 01.14.05 006 PERMIT/BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 05.27.05 012 017 019 CD FROG. 2 CD FROG. 2R ADDENDUM 10 05.27.05 07.01.05 07.07.05 023 ADDENDUM 14 07.29.05 045 ASI 057 12-15-05 058 ASI 058 12-13-05 059 ASI 062 12-19-05 068 ASI 070 01-03-06 078 PR 052 01-17-06 051 083 PR0035BC PR065BC 12.12.05 03-10-06 E B A nq N PROJECT KEYPLAN 7��7 - -- -- A\ I i i 7 r r. '\ \ \ I C> ) _.....i . / r i y / cil r � l / r tD vzol \ I O V i r i i I C. j i i i I j i J 4 r I �j i i I 1 I i I , I r } i i S C F I ' I i k — { ? \ i ii } i 4 � S 1 3J i _ i i 4 � V LEVEL 7 - PLUMBING PLAN - AREA A SCALE: 1/8 S } i O Cotor, Rumo & Assoc. FILENAME:H: \04119 \01 -09 -05 DRAWINGS \P— PPN7.DWG — M317.A PLOT: 10/06/2005 ® 2:07pm REV: 09/30/2005 CAD: KKR XREF: PPN7.dwg tb.dwg L5— C— Z— ROOF.dwg a— fp- 17.dwg L7— C —L.dwg L7— C —Mbdwg L7— C —W.dwg A— CR- 07.dwg L7— C —J.dwg S— GRID.dwg kplan—o.dwg kplon —b.dwg kplan —c.dwg kpion —d.dwg a— fp— rf.dwg A— MACH — LINE- 6 -7.dwg bg7.dwg xbgt— usc.dwg STR— LEVEL7.dwg A— CR— RF.dwg PPNR.dwg STR— LEVELROOF.dwg KEY NOTE NOT ALL KEY NOTES APPLY TO THIS SHEET O1 3/4" CW DOWN. Q SEE POOL CONSULTANT DRAWINGS FOR MORE INFORMATION. O WASTE STACK DOWN. ® VENT STACK DOWN. 0 HW AND CW RISERS DOWN. ® ISLAND VENT, HW AND CW RISERS FROM BELOW. O 3/4 (30,000 BTUH) TO BBQ. ® 3/4 "GAS (40,000 BTUH) TO FIREPLACE ® STORM DRAIN AND OVERFLOW DRAIN DOWN. 10 STORM DRAIN AND OVERFLOW DRAIN UP. 11 3/4 "GAS DOWN. 12 3 /eGAS (60,000 BTUH) TO RANGE PROVIDE GAS COCK. ASI -30 GENERAL NOTES 1. ALL WATER LINE TAKE —OFFS SHALL BE TOP TAKE —OFFS WHEREVER POSSIBLE. 2. SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. 3. COORDINATE AND VERIFY ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 4. SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING. ALL FLUSH VALVES AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR WITH ISOLATION VALVE. 5• ALL FINAL CONNECTIONS ARE BY M.C. 6, PROVIDE HEAT TRACE AND 1/2" FIBERGLASS INSULATION FOR ALL DECK DRAIN PIPING THAT IS NOT IN HEATED SPACES. 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER STAND PIPE. 8. SEE ARCH PLANS FOR EXACT ROUGH —IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND INSTALLED BY M.C. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM PENETRATIONS AT MANY LOCATIONS. DETERMINE IN FIELD WHERE PENETRATION MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. OC9NER /DEVELOPER VAIL RESORTS DEVELOPMENT' COMPANY AVON, COLORADO ARCHITECT OF RECORD ■ , J Denver, Colorado MASTER PLANNER DESIGN ARCHrrECT HART I I IOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, LNC 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 DA'Z'E A2 A A A 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SE r 01.14.05 006 PERMIT /BID 02.15.05 007 PER -MI'I` REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDSNDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADDENDL"sM 10 07.07.05 023 032 ADDENDUM 14 07.29.05 ASI -30 )0.20.00" C D B A N PftC,1cCT. r : PROJECT BEYPI AN PLUMBING PLAN LEVEL 7 AREA A M317A ® 2003 42140 ARCHITECTURE, INC. X i o DD FROG 1 04.12.04 003 DD FROG 2 05.21.04 004 PRICING PKG 06.21.04 f' CD PROG SET 01.14.05 i / KEY NOTES: NOT ALL KEY NOTES APPLY TO THIS SHEET O1 3/4" CW DOWN. O2 SEE POOL CONSULTANT DRAWINGS FOR MORE INFORMATION. �3 WASTE STACK DOWN. ® VENT STACK DOWN. 0 HW AND CW RISERS DOWN. ® ISLAND VENT, HW AND CW RISERS FROM BELOW. 0 3/4 (30,000 BTUH) TO BBQ. ® 3/4 0 GAS (40,000 BTUH) TO FIREPLACE. ® STORM DRAIN AND OVERFLOW DRAIN DOWN. 10 STORM DRAIN AND OVERFLOW DRAIN UP. 11 3/4 "GAS DOWN. 12 3/4 "GAS (60,000 BTUH) TO RANGE PROVIDE GAS , ASI -30 1. ALL WATER LINE TAKE -OFFS SHALL BE TOP TAKE -OFFS WHEREVER POSSIBLE. 2, SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. 3. COORDINATE AND VERIFY ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 4. SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING. ALL FLUSH VALVES AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR WITH ISOLATION VALVE. 5• ALL FINAL CONNECTIONS ARE BY M.C. 8, PROVIDE HEAT TRACE AND 1/2" FIBERGLASS INSULATION FOR ALL DECK DRAIN PIPING THAT IS NOT IN HEATED SPACES. 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER STAND PIPE. 8. SEE ARCH PLANS FOR EXACT ROUGH -IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND INSTALLED BY M.C. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM PENETRATIONS AT MANY LOCATIONS. DETERMINE IN FIELD WHERE PENETRATION MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. 9 J � A � Q � REG1,� O C O O i 6 O � 8 OWNER /DEVELOPER NAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECTOF RECORD j 1 ■ J Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGNIEERS, 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 FROG 1 04.12.04 003 DD FROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD PROG. 2R 07.01-05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 i 2 ` b � ` 1. t 1 � C_� �r PLUMBING PLAN LEVEL 7 AREA B Cotor, Ruma & Assoc. FILENAME: H: \04119 \01 -09 -05 DRAWINGS \P— PPN7.DWG — M317.8 PLOT: 10/06/2005 ® 2:08pm REV: 09/30/2005 CAD: KKR XREF: PPN7.dwg tb.dwg L5— C— Z— ROOF.dwg o— fp- 17.dwg L7— C —L.dwg L7— C —Mbdwg L7— C —W.dwg A— CR- 07.dwg L7— C —J.dwg S— GRID.dwg kplan —a.dwg kplan —b.dwg kplan —c.dwg kplan —d.dwg a— fp— rf.dwg A— MACH — LINE- 6 -7,dwg bg7.dwg xbgl — usc.dwg STR— LEVEL7.dwg A— CR— RF.dwg PPNR.dwg STR— LEVELROOF.dwg 11 M317,B I I ® 2003 4240 ARCHITECTURE, INC. tD DD PROG 1 tt 4 DD PROG 2 O 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID i f 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /0' 20. D5 ( i I j aA DD PROG 1 04.12.04 tat DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID i f 007 KEY NOTES: NOT ALL KEY NOTES APPLY TO THIS SHEET O1 3/4 CW DOWN. SEE POOL CONSULTANT DRAWINGS FOR MORE INFORMATION. 0 WASTE STACK DOWN. ® VENT STACK DOWN. O HW AND CW RISERS DOWN. © ISLAND VENT, HW AND CW RISERS FROM BELOW. �7 3/4 - GAS (30,000 BTUH) TO BBQ. ® 3/4 - GAS (40,000 BTUH) TO FIREPLACE. 9� STORM DRAIN AND OVERFLOW DRAIN DOWN. 10 STORM DRAIN AND OVERFLOW DRAIN UP. 11 3/4 - GAS DOWN. 12 3/4 - GAS (60,000 BTUH) TO RAN PROVIDE GAS COCK. ASI -30 GENERAL NO TES 1. ALL WATER LINE TAKE —OFFS SHALL BE TOP TAKE —OFFS WHEREVER POSSIBLE. 2. SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. 3. COORDINATE AND VERIFY ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 4. SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING. ALL FLUSH VALVES AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR WITH ISOLATION VALVE 5. ALL FINAL CONNECTIONS ARE BY M.C. 6. PROVIDE HEAT TRACE AND 1/2 FIBERGLASS INSULATION FOR ALL DECK DRAIN PIPING THAT IS NOT IN HEATED SPACES. 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER STAND PIPE. 8. SEE ARCH PLANS FOR EXACT ROUGH —IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND INSTALLED BY M.C. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM PENETRATIONS AT MANY LOCATIONS. DETERMINE IN FIELD WHERE PENETRATION MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. i 4 1., L% a, I, ` r' OWNER /DEVELOPER VA IL RESORTS DEVELOPMEN`r COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HARXI HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGLNEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUr fA AND ASSOCIATES, CO, DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. V AIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE LEVEL 7 - PLUMBING PLAN - AREA C IM SCALE: 118"=V-5 AI "FIX AL -4mm C] 1: D PROJECT KEYPIAN NN PLUMBING PLAN ��� LEVEL 7 AR EA C Cotor, Rumo & Assoc. FILENAME:H: \04119 \01 -09 -05 DRAWINGS \P— PPN7.DWG — M317.0 PLOT DATE: 10/06/2005 @ 2:09pm REV: 09/30/2005 CAD: KKR XREF: PPN7.dwg tb.dwg L5— C— Z— ROOF.dwg a— fp- 17.dwg L7— C —L.dwg L7— C —M.dwg L7— C —W.dwg A— CR- 07.dwg L7— C —J.dwg S— GRID.dwg kplan —a.dwg kplan—b.dwg kplan —c.dwg kplan —d.dwg a— fp— rf.dwg A— MACH — LINE- 6 -7.dwg bg7.dwg xbgl — usc.dwg STR— LEVEL7.dwg A— CR— RF.dwg PPNR.dwg STR— LEVELROOF.dwg 1 M 3 1 7,C 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /0' 20. D5 LEVEL 7 - PLUMBING PLAN - AREA D a SCALE: 1 /80=1 -0 Cator, Rumo & Assoc. FILENAME:H: \04119 \01 -09 -05 DRAWINGS \P— PPN7.DWG — M317.D PLOT DATE: 10/06/2005 0 2:10pm REV: 09/30/2005 CAD: KKR XREF: PPN7.dwg tb.dwg L5— C— Z— ROOF.dwg a— fp- 17.dwg L7— C —L.dwg L7— C —M.dwg L7— C —W.dwg A— CR- 07.dwg L7— C —J.dwg S— GRID.dwg kplan —a.dwg kplan —b.dwg kplan —c.dwg kplan —d.dwg a— fp— rf.dwg A— MACH — LINE- 6 -7.dwg bg7.dwg xbgl— usc.dwg STR— LEVEL7.dwg A— CR— RF.dwg PPNR.dwg STR— LEVELROOF.dwg KEY NO - TE S: NOT ALL KEY NOTES APPLY TO THIS SHEET O 3/4" CW DOWN. �2 SEE POOL CONSULTANT DRAWINGS FOR MORE INFORMATION. O WASTE STACK DOWN. ® VENT STACK DOWN. 0 HW AND CW RISERS DOWN. ® ISLAND VENT, HW AND CW RISERS FROM BELOW. U7 3/4 (30,000 BTUH) TO BBQ. ® 3/4 "GAS (40,000 BTUH) TO FIREPLACE. ® STORM DRAIN AND OVERFLOW DRAIN DOWN. 10 STORM DRAIN AND OVERFLOW DRAIN UP. 11 3/4 "GAS DOWN. 12 3/4 "GAS (60,000 BTUH) TO RANGEX PROVIDE GAS COCK. ASI -30 GENERAL NOTES 1. ALL WATER LINE TAKE —OFFS SHALL BE TOP TAKE —OFFS WHEREVER POSSIBLE. 2. SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. 3. COORDINATE AND VERIFY ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 4. SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING. ALL FLUSH VALVES AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR WITH ISOLATION VALVE. 5• ALL FINAL CONNECTIONS ARE BY M.C. 6, PROVIDE HEAT TRACE AND 1/2" FIBERGLASS INSULATION FOR ALL DECK DRAIN PIPING THAT IS NOT IN HEATED SPACES. 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER STAND PIPE. 8. SEE ARCH PLANS FOR EXACT ROUGH —IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND INSTALLED BY M.C. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM PENETRATIONS AT MANY LOCATIONS. DETERMINE IN FIELD WHERE PENETRATION MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. ® 2003 42140 ARCHITECTURE, INC. REG�S �o�a Qyaa•��� e g •`� � �<a FAG tf € td L 3 fit. y IE M � x�, r k ;{ OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ARCHlTEGTURE Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, NC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, C_'OLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE RE DATE 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROD SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /0.7, C D B A PR�JJiY'f N y. PROJECT KEYPIAN PLUMBING PLAN LEVEL 7 AREA D M317,D I A ! y t 4 i i j t LEVEL 7 - PLUMBING PLAN - AREA D a SCALE: 1 /80=1 -0 Cator, Rumo & Assoc. FILENAME:H: \04119 \01 -09 -05 DRAWINGS \P— PPN7.DWG — M317.D PLOT DATE: 10/06/2005 0 2:10pm REV: 09/30/2005 CAD: KKR XREF: PPN7.dwg tb.dwg L5— C— Z— ROOF.dwg a— fp- 17.dwg L7— C —L.dwg L7— C —M.dwg L7— C —W.dwg A— CR- 07.dwg L7— C —J.dwg S— GRID.dwg kplan —a.dwg kplan —b.dwg kplan —c.dwg kplan —d.dwg a— fp— rf.dwg A— MACH — LINE- 6 -7.dwg bg7.dwg xbgl— usc.dwg STR— LEVEL7.dwg A— CR— RF.dwg PPNR.dwg STR— LEVELROOF.dwg KEY NO - TE S: NOT ALL KEY NOTES APPLY TO THIS SHEET O 3/4" CW DOWN. �2 SEE POOL CONSULTANT DRAWINGS FOR MORE INFORMATION. O WASTE STACK DOWN. ® VENT STACK DOWN. 0 HW AND CW RISERS DOWN. ® ISLAND VENT, HW AND CW RISERS FROM BELOW. U7 3/4 (30,000 BTUH) TO BBQ. ® 3/4 "GAS (40,000 BTUH) TO FIREPLACE. ® STORM DRAIN AND OVERFLOW DRAIN DOWN. 10 STORM DRAIN AND OVERFLOW DRAIN UP. 11 3/4 "GAS DOWN. 12 3/4 "GAS (60,000 BTUH) TO RANGEX PROVIDE GAS COCK. ASI -30 GENERAL NOTES 1. ALL WATER LINE TAKE —OFFS SHALL BE TOP TAKE —OFFS WHEREVER POSSIBLE. 2. SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. 3. COORDINATE AND VERIFY ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 4. SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING. ALL FLUSH VALVES AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR WITH ISOLATION VALVE. 5• ALL FINAL CONNECTIONS ARE BY M.C. 6, PROVIDE HEAT TRACE AND 1/2" FIBERGLASS INSULATION FOR ALL DECK DRAIN PIPING THAT IS NOT IN HEATED SPACES. 7. PROVIDE FAN COIL UNIT COOLING COIL DRAINS FULL SIZE TO NEAREST WASHER STAND PIPE. 8. SEE ARCH PLANS FOR EXACT ROUGH —IN LOCATIONS OF BBQ GAS PIPING. 9. ALL FIXTURES NOT DESIGNATED ARE SPECIFIED BY OTHERS. FURNISHED AND INSTALLED BY M.C. SEE INTERIOR DESIGN CONSULTANT SPECS FOR MORE INFO. 10. PIPING IN CEILING SPACES MAY HAVE TO BE ROUTED THROUGH BEAM PENETRATIONS AT MANY LOCATIONS. DETERMINE IN FIELD WHERE PENETRATION MUST OCCUR AND COORDINATE WITH HVAC SYSTEMS AND OTHER TRADES. BEAM PENETRATIONS MAY BE FIELD CUT. COORDINATE ALL PENETRATIONS WITH STRUCTURAL ENGINEER BEFORE COMMENCING WITH WORK. ® 2003 42140 ARCHITECTURE, INC. REG�S �o�a Qyaa•��� e g •`� � �<a FAG tf € td L 3 fit. y IE M � x�, r k ;{ OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ARCHlTEGTURE Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, NC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, C_'OLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE RE DATE 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROD SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /0.7, C D B A PR�JJiY'f N y. PROJECT KEYPIAN PLUMBING PLAN LEVEL 7 AREA D M317,D E? e� (q 3w CJ 0 � � o PLUMBING PLAN - ROOF - AREA A SCALE: 1/8"=V-0" KEY NOTES: NOT ALL KEY NOTES APPLY TO THIS SHEET (D GENERAL NOTES: 1. MINIMIZE MULTIPLE DISCHARGING OF VENTS THROUGH ROOF, JOIN VENT RISERS IN UPPER MOST ATTIC SPACE AND THEN DISCHARGE A VENT THROUGH ROOF. 2. OFFSET VENTS DISCHARGE A MINIMUM OF 10 FEET AWAY FROM ANY OUTSIDE AIR OPENINGS. 0 "R., 0 al 0 Rik M A IL ' 2003 42140 ARCHITECTURE, INC. RE co �'� o° uc�as F 34966 2 0 1000&-4 1 0 R , i s OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ,� F Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART HOWERTON N EW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUNIA AND ASSOCIATES, CO, DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLOR-ADO INT ERIOR ERIOR DESIGN SLIDER DESIGNS EDWARDS, COLORADO PROJECT NtJMBER: 20826.01 ISSU'E RE-VISION DATE 002 DID PROG 1 04-12.04 003 DID PROG 2 05.21.04 004 PRICING PKG 06-21,04 005 CD PROG SET 01,14.05 006 PERNIIT/BID 02.15-05 007 PERMIT' REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27,05 012 CD PROG. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29,05 032 ASI-30 /0 . 7.0 - 0!5 C D B A pp N PROJECT KEYPIAN PLUMBING PLAN ROOF AREA A Cotor, Runno & Assoc. FILENAME:H:\04119\01-09-05 DRAWINGS\P—PPNR.DWG — M318.A PLOT DATE: 10/06/2005 0 2:13pm REV: 09/30/2005 CAD: KKR XREF: PPNR.dwg tb.dwg kplon—c,dwg kplan—d.dwg kpion—b.dwg kpion—o.dwg bgr.dwg xbgl—usc.dwg STR—LEVELROOF.dwg o—fp—rf.dwg A—MACH—LINE-6-7.dwg S—GRID.dwg L5—C—Z—ROOF.dwg A—CR—RF.dwg iii 0 PLUMBING PLAN - ROOF - AREA 9 SCALE: 1/8"=l'-O" Cator, Rumo & Assoc. FILENAME:H:\04119\01-09-05 DRAWINGS\P—PPNR.DWG — M318,8 PLOT DATE: 10/06/2005 0 2:14pm REV: 09/30/2005 CAD: KKR XREF: PPNR.dwg tb.dwg kpion—c.dwg kpion—d.dwg kplon—b.dwg kplon—o.dwg bgr.dwg xbgl—use.dwg STR—LEVELROOF.dwg a—fp—rf.dwg A—MACH—LINE-6-7.dwg S—GRID.dwg L5—C—Z—ROOF.dwg A—CR—RF.dwg jJ A" U01A, ml Milk 2003 42140 ARCHITECTURE, INC. REG • OWNER / DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD K i Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART 1 HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGNEERS, INC AVON, COLORADO MEP ENGINES&' CATOR, RUTMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INT ERIOR DESIGN SLIFER DESIGNS EDWARDS , COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 002 DID PROG 1 04-12.04 003 DID PROG 2 05,21-04 004 PRICING PKG 06,21-04 005 CID PROG SET 01-14-05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03,24-05 008 PERMIT' REV 04-07.05 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD PROG. ZR 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI-30 10.2,0 •5' D C 1 B A P'%O)Bc- N PROJECT KEYPIAN PLUMBING PLAN ROOF AREA B 0 0 I t & l t ; KEY NOTES: NOT ALL KEY NOTES APPLY TO THIS SHEET GENERAL NOTES: 1. MINIMIZE MULTIPLE DISCHARGING OF VENTS THROUGH ROOF, JOIN VENT RISERS IN UPPER MOST ATTIC SPACE AND THEN DISCHARGE A VENT THROUGH ROOF. 2. OFFSET VENTS DISCHARGE A MINIMUM OF 10 FEET AWAY FROM ANY OUTSIDE AIR OPENINGS. OWNER /DEVELOPER VAIL RESORT'S DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD Ml� 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 ALPLNE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DA'Z'E PLUMBING PLAN - ROOF - AREAL wv SCALE: 1/8 An 0 milk C D B A j P K r �r PLUMBING PLAN ROOF AREA C Cator, Ruma & Assoc. FILENAME: H: \04119 \01 -09 -05 DRAWN GS \P- PPNR.DWG - M318.0 PLOT DATE: 10/06/2005 0 2:15pm REV: 09/30/2005 CAD: KKR XREF: PPNR.dwg tb.dwg kplon -c.dwg kplan - d.dwg kplan-b.dwg kplan -a.dwg bgr,dwg xbg1- usc.dwg STR- LEVELROOF.dwg a- fp- rf.dwg A- MACH - LINE- 6 -7.dwg S- GRID.dwg L5- C- Z- ROOF.dwg A- CR- RF.dwg iii 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD FROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /0.20. PLUMBING PLAN - ROOF - AREA D SCALE: 1/8"=1'-0 Cator, Rumo & Assoc. FILENAME:H:\04119\01-09-05 DRAWINGS\P—PPNR.DWG — M318.D PLOT DATE: 10/06/2005 0 2:15pm REV: 09/30/2005 CAD: KKR XREF: PPNR.dwg tb,dwg kplan—c.dwg kpion—d.dwg kpion—b.dwg kplon—o.dwg bgr.dwg xbgl—usc.dwg STR—LEVELROOF.dwg o—fp—rf.dwg A—MACH—LINE-6-7-dwg S—GRID.dwg L5—C—Z—ROOF.dwg A—CR—RF.dwg N KEY NOTES: NOT ALL KEY NOTES APPLY TO THIS SHEET 0 GENERAL NOTES: 1. MINIMIZE MULTIPLE DISCHARGING OF VENTS THROUGH ROOF, JOIN VENT RISERS IN UPPER MOST ATTIC SPACE AND THEN DISCHARGE A VENT THROUGH ROOF. 2. OFFSET VENTS DISCHARGE A MINIMUM OF 10 FEET AWAY FROM ANY OUTSIDE AIR OPENINGS. A2 A\ A A A 2003 42140 ARCHITECTURE, INC. 013 RE 34M .00T 2 0 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT FIAWF I HONVERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVCN,COLORADO MEP FNGINEFRS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER -ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGN'S EDWARDS, COLORADO PROJEC'I'NUMBER: 20826.01 ISSUE REVISION DATE 002 DID PROG 1 04.12.04 003 DD PROG 2 05,21-04 004 PRICING PK(3 06.21-04 005 006 CD PROG SET PERMIT/BID 01-14-05 02.1 5,03 007 PERMIT REV 03.24-05 008 PERMIT REV 04,07-05 011 ADDENDUM 05.27.05 012 CID PROG. 2 05.27.05 017 CD PROG. 2R 07.01-05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI-30 10-�.05 ; C D z B 1� A PROJECT N -(!?� PROJECT KEYPIAN PLUMBING PLAN ROOF AREA D M318.D / / ' -- - ----- - ---- ---- ---- CHILLER SERVICE— CLEARANCE . / ` TOWN, SEE 2 M210.1C FOR N/ LECT �I CAL LYCO11 FEED ,,- GARAGE UNIT HEATERS F T AND FAN COILS lot" T 8 HOTEL SMS/R ET 3-WAY VALVE —8 Sms No I - —81 SMR— -@A*- 701— 6 Sms HWP P= P= LJ MATC H LINE / I F--rT) \IJ 1 @5 1 L ELEV 13 S TA 3-WAY VALVE MATCH LINE' �AREA 'F3 I I AS IN SPACE OR FUTURE TOV C4 COIL PULL ELEV 1 - — — — — — — — 2 > 10* 13/14 x Wp 0 < ELEV. 16 FAN ROOM (S� % VESTIBULE/ LG214 AIR SE �x 0 CID CONTROL / VALVE % BASKET STRAINER 0 8r DOWN Cwp BASKET GLYCON FEEDER ET 8 DOWN ET CHILL % C 4- /—HX /� . ' � / � | ���� u�"n � `^ Cptor. Rumu & Assoc. FILEMAME:p' 2J7 0AIL U0NSHEA0 CORE REDEYELDPWENT\CAD\UDS\wECH\P-HP0NO2.DWS _ W400.1 PLOT: 05/25/2088 03:42pm REV: 04/26/2086 CAD: hdy XREF: tbd*g xbg1-uoodog bg-y2.dng o-fp-g2.d*g A-CR-G2.dn0 HYNG2.dng HP0NG2.d*g G2-R4WP.dng 3- GRID -MATCHUNE.dmJ s- grid - gomyedvy pvrg2.dwg eleog2.dwg P-WSITE-anonmeltdvg A-CL-G2.dng 0 � �~ @2003 42140 ARCHITECTURE, IN& � � ����� ,^�I�^ �.���~~'RTu DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT orRECORD Denver, Colorado MASTER PLANNER � oE$oNARCHITECT HARTIHOWERTON NEWYOWNEWYORK mRUmmmALumoINMER ueauuzEaNEWELL ENGINEERS, INC MEP ENGINEERS oATOR, RUMA AND ASSOCIATES CO. DENVER, COLORADO CrVILoNGaEEn ALPINE ENGINEERING INC VAIL, COLORADO INTaRIORoESIGN SLIFERDESmGNS EDWARD COLORADO PROJECr NUMBER:- 20826.0 ISSUE REVISION DATE 023 147 148 � 129 146 149 ADDEND0M14 z\0I1%6 IR124R1 A8I093 CCD 025 CCD 026 07.29.05 04.10.06 04.11l6 04.12.06 04.14`06 04.14.06 150 194 PR 134 I9l136 04.17.06 04.17.06 156 158 PR 137 CCD 029 04.24.06 04.26.06 171 � �~ @2003 42140 ARCHITECTURE, IN& � � ����� ,^�I�^ �.���~~'RTu DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT orRECORD Denver, Colorado MASTER PLANNER � oE$oNARCHITECT HARTIHOWERTON NEWYOWNEWYORK mRUmmmALumoINMER ueauuzEaNEWELL ENGINEERS, INC MEP ENGINEERS oATOR, RUMA AND ASSOCIATES CO. DENVER, COLORADO CrVILoNGaEEn ALPINE ENGINEERING INC VAIL, COLORADO INTaRIORoESIGN SLIFERDESmGNS EDWARD COLORADO PROJECr NUMBER:- 20826.0 ISSUE REVISION DATE 023 147 148 � 129 146 149 ADDEND0M14 z\0I1%6 IR124R1 A8I093 CCD 025 CCD 026 07.29.05 04.10.06 04.11l6 04.12.06 04.14`06 04.14.06 150 194 PR 134 I9l136 04.17.06 04.17.06 156 158 PR 137 CCD 029 04.24.06 04.26.06 171 CCD 031 05.10.06 173 A9I144 05A186 177 CCD 033 05.17.06 183 CCD 033R1 05.2686 189 CCD 41 05.26.06 185 CCD 40 05.26.06 191 z\9I1S9 05.26.06 PROJECT KEYPUN -NLARGED CHILLER AND BOILER ROOM PLAN � (1 ® 2003 4240 ARCHITECTURE, INC. I I KEY NOTES: O1 FIRE PROTECTION SOLENOID SHUT -OFF VALVE INTERLOCKED WITH H00 ESION SYSTEM. VALVE FURNISHED BY KEC, INSTALLED BY M.0 (1135 ASI -3 MBH O 1 /2'CW, 1 /2'HW, 3'WASTE AND 2'VENT TO MSB. ASI -30 1 /2 "CW TO BFP -1 THEN TO SODA DISPENSER, 1-1/2 DRAIN TO FLOOR SINK WITH FULL AIR GAP. ® 2'VENT DOWN TO FLOOR SINK. O 1 /2'CW, 1 /2'HW TO SINK. 1- 1 /2 INDIRECT DRAIN TO FLOOR SINK WITH FULL AIR GAP. ® 1 /2'CW TO DISPENSER. O DO NOT INSTALL PIPE IN OUTSIDE WALL ® 1 "CONDENSATE DRAIN TO EVAPORATOR COIL DRAIN. INSTALL HEAT TRACE AND 1 /2 INSULAIION IN FREEZER. �g 1 /2 "CW, 1 /2 "HW, 3 "WASTE AND 2 "VENT TO DISPOSER. SEE DETAIL. 10 4-'WASTE AND 2 "VENT TO FLOOR TROUGH. FLOOR TROUGH FURNISHED BY KEC, INSTALLED BY M.C. 11 3/4" 18ONW FROM BOOSTER HEATER TO DISHWASHER. 12 3 /4 "CW AND 3 /4 "HW TO SINK. 1-1/2 DRAIN TO FLOOR SINK WITH FULL AIR GAP. f3 314' 14ONW TO DISHWASHER. 2 DRAIN TO FLOOR SINK WITH FULL AIR GAP. 14 1 /2'HW, 1 /2'CW, 2 AND 2 TO HAND SINK. PROVIDE THERMOSTATIC MIXING VALVE SET TO 1107 BELOW SINK. 15 1 "GAS TO RANGE. 120 MBH. 16 1 /2 "HW, 1 /2 "CW TO KETTLE. 1 "GAS TO KETTLE. 120 MBH. 17 1 "GAS TO OVEN. 110 MBH. 18 3 /4 "HW TO DIPPER WELL 1 DRAIN TO FLOOR SINK WITH FULL AIR GAP. 19 1 /2"CW TO ICE MACHINE, 1 DRAIN TO FLOOR SINK WITH FULL AIR GAP. 20 1'INDIRECT DRAIN TO FLOOR SINK WITH FULL AIR GAP. 21 1 /2'HW AND 1 /2 "CW IN SPACE BELOW FLOOR. Q 1 /2'HW AND 1 /2'CW DOWN. 23 1 /2 "CW TO STEAMER. 1-1/2 DRAIN TO FLOOR SINK WITH FULL AIR GAP. 24 1 "GAS TO CHEESE MAKER. 60 MBH. Q 2'GAS TO RANGE. 215 MBH. 26 1'GAS TO RANGE. 95 MBH. Q 1 "GAS TO GRIDDLE. 105 MBH. 28 1'GAS TO CHARBROILER. 90 MBH. 29 1 "GAS TO FRYER. 110 MBH. ® 2'ISLAND VENT DOWN TO HAND SINK. 31> 1- 1 /4 "CW, 1- 1 /4'CW AND 3 /4 "HWC UP. 32 1 /2 "HW, 1 /2 "CW, 2 "WASTE AND 2 "VENT TO LAV. 0 1 "CW, 2 "VENT AND 4 "WASTE TO WC. )=j, 3 /4 "CW, 2 "WASTE AND 2 "VENT TO UR. Q 1 /2 "CW, 2'WASTE AND 2'VENT TO EWC. n URIM- -19 GENE RAL KITCHEN NOTES: 1 ALL INDIRECT DRAIN LINES IN EXCESS OF 5' -0" IN LENGTH SHALL HAVE A P -TRAP. 2 ALL INDIRECT DRAIN LINES IN EXCESS OF 15' -0" IN LENGTH SHALL BE VENTED AND TRAPPED. 3 ALL FINAL CONNECTIONS ARE BY MECHANICAL 4 ALL #XX DESIGNATED FIXTURES ARE FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR. ONLESS NOTED OTHERWISE. 5 PROVIDE CLEANOUTS AS PER SPECIFICATIONS AND LOCAL PLUMBING CODES. 6 ALL SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR AND ISOLATION VALVE. 7 ALL INDIRECT DRAIN LINES SHALL BE SEPARATED FROM THE WASTE SYSTEM BY A FULL AIR GAP. 8 PROVIDE PRV, STRAINER AND ISOLATION VALVE FOR ALL EQUIPMENT REQUIRING MAXIMUM PRESSURES LESS THAN THAT PROVIDED AT THE DISTRIBUTION MAIN. 9 ALL PIPING SHOWN IS ABOVE CEILING UNLESS NOTED OTHERWISE. 10 ALL EXPOSED PIPING IN THE KITCHEN AREA SHALL BE CHROME PLATED. 11 PROVIDE BACKFLOW PREVENTORS AS REQUIRED BY EQUIPMENT MANUFACTURER AND LOCAL PLUMBING CODE. 12 SEE KITCHEN EQUIPMENT DRAWINGS FOR EQUIPMENT DESIGNATIONS. 13 PROVIDE ALL STOPS, SUPPLIES, TRAPS, ESCUTCHEONS AND TRAP ARMS FOR ALL SINKS AND LAVATORIES. A i GIS� ° 3 A :f �A Wi Y�. h 4 ., . • f yyyy N� < p t } i •� �" �3kNZiq� fe i M, OANBR /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OP RECORD ARCNtTECrIlRE Denver, Colorado NIASTER PLANNER DESIGN ARCHITECT HART ( HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA —A—ND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NtJl1BER: 20826.01 I REVISION DAJ 002 DD PROD 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD FROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDLM 14 07.29.05 032 ASI -30 /4. ZO.p C D R A YROInCT N PROJECT BEYPLAN LEVEL 1 ENLARGED KITCHEN PLAN M400.2 I r .`� il J Y ., ., v i _1h <, >,. ,. i.5... ,. r~C 1.)C. J , . , �W 1„J .:. �o.� C31, i. � u,. t, t'� �_. ,Zr ..! {, .( ,v t t` }t , .. �, C i,] �7,n:r, F, rr. , ri r:;, , -,.�j r', „r r i r i y � E' _ , � � C J �_ y _ y � J �_: C�,,�,r�C,4. .,,.a, r_, .t�.GNry _ x,14. y � s � C{ � ..� � - !l` 3 r��rJ x,;y SLJYJ�i r ���— , +.w; , ..—IV.4 .x...�,.,,i„t_fi�t :Crtt EJ..�r „l �n —� s✓uC �yl ;; E 1 ,G ® 2003 4 21 40 ARCHITECTURE, INC. REGI 34 r--- 3" l j 2 , i L 4�. � J T i J.36 --- -- / i K.3 i E k ! I 3 16.3 16.4 17 i { € X6401 MOP SINK SB -1 -� MSB -1 BY M.C. �• I 2N ------------------------ - - - - -- -- -__ ® Q2 3- CauIPARTMENT SL C � { C i1a HAND SINK 1 i I 17.6 f 17.9 4 LEVEL 1 - ENLARGED KITCHEN PLUMBING PLAN b SCALE: 1 4 =1 -0 3) C i E i 1 I i CM 3/4 D U E { ) L J \J ?_ ' - _ r - ' i r € I i i t S w 1 20 �9 l KEY NOTES: O1 1 /2"CW FROM BELOW TO BREWER. 1 "INDIRECT DRAIN TO FLOOR SINK WITH FULL AIR GAP. O 1 /2 "HW, 1 /2 "CW, 2 AND 2 TO HAND SINK. 1 /2 "CW DOWN AND TO #419 ESPRESSO MACHINE. Q3 1 /2 - CW FORM BELOW TO ESPRESSO MACHINE. 3 /4 INDIRECT WASTE TO FLOOR SINK WITH FULL AIR GAP. 1 /2 - HW, 1 /2 - CW TO EACH FAUCET. 2" INDIRECT DRAIN TO FLOOR SINK WITH FULL AIR GAP. GENERAL KI TCHEN NOTE 1 ALL INDIRECT DRAIN LINES IN EXCESS OF 5' -0 IN LENGTH SHALL HAVE A P -TRAP. 2 ALL INDIRECT DRAIN LINES IN EXCESS OF 15' -0 IN LENGTH SHALL BE VENTED AND TRAPPED. 3 ALL FINAL CONNECTIONS ARE BY MECHANICAL. 4 ALL #XX DESIGNATED FIXTURES ARE FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR. ONLESS NOTED OTHERWISE. 5 PROVIDE CLEANOUTS AS PER SPECIFICATIONS AND LOCAL PLUMBING CODES. 6 ALL SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR AND ISOLATION VALVE. 7 ALL INDIRECT DRAIN LINES SHALL BE SEPARATED FROM THE WASTE SYSTEM BY A FULL AIR GAP. 8 PROVIDE PRV, STRAINER AND ISOLATION VALVE FOR ALL EQUIPMENT REQUIRING MAXIMUM PRESSURES LESS THAN THAT PROVIDED AT THE DISTRIBUTION MAIN. 9 ALL PIPING SHOWN IS ABOVE CEILING UNLESS NOTED OTHERWISE. 10 ALL EXPOSED PIPING IN THE KITCHEN AREA SHALL BE CHROME PLATED. 11 PROVIDE BACKFLOW PREVENTORS AS REQUIRED BY EQUIPMENT MANUFACTURER AND LOCAL. PLUMBING CODE. 12 SEE KITCHEN EQUIPMENT DRAWINGS FOR EQUIPMENT DESIGNATIONS. 13 PROVIDE ALL STOPS, SUPPLIES, TRAPS, ESCUTCHEONS AND TRAP ARMS FOR ALL SINKS AND LAVATORIES. 0❑ a.0 LEVEL 1 r ENLARGED KITCHEN PLAN A/f A nn n r. , ; ;. r. { r . ,. .. .. :..; .._. ,v, „ trr .. t, v: J.., :...: PJ .; -,� .i.0 .v. x; , 7. -- , �. ,� ,i: , i., :11 n .\ , 1 � g , s c _� �,.� ., _ � _r < �. ,�_ �, t. �_� t„ �t,i � t J�k_� ,i} � n. 5C J� ( i } `J �` -r y` CI S Y. _, `!VS( tiR,.. -'Cr ;�. QVd� .{ V MU", y iA'I /(,� �- .✓ w`�.J j aa l 5 � £ x yE ��5 j ac{ r t € 2 fi9tfU''ST `k p� ` OVI -NER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ■ Denver, Colorado MASTER PLAINER DESIGN ARCHITECT HART j HOW -ERTON NEW YORK NEW YORK STRUCTURAL. ENGINEER MONROE cF NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUNIA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR .DESIGN SLIFER DESIGNS EDWARDS, COLORADO PR.OIEC'r NUMBER: 20826.01 ISS REVI DATE 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 FERMI "I' /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT' REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 C D B A N r PROJECT KEYPI AN a LEVEL 1 r ENLARGED KITCHEN PLAN A/f A nn n r. , ; ;. r. { r . ,. .. .. :..; .._. ,v, „ trr .. t, v: J.., :...: PJ .; -,� .i.0 .v. x; , 7. -- , �. ,� ,i: , i., :11 n .\ , 1 � g , s c _� �,.� ., _ � _r < �. ,�_ �, t. �_� t„ �t,i � t J�k_� ,i} � n. 5C J� ( i } `J �` -r y` CI S Y. _, `!VS( tiR,.. -'Cr ;�. QVd� .{ V MU", y iA'I /(,� �- .✓ w`�.J `'` ���✓ -/Z ASI-3 2 ' f-0 SODA LEV 13 A -MSB-1 #6509 — SODA R M. X 2 1 01 3 0 .09 F.U.� 1 2 (55, 0 - LL- 7 v - - -- - ' --- - FU. r il A 1 GPM V — 1 - 4 ------ I _ 2 #23 PREP ci 1� > TABLE 1-1/2* 1-1/4 !! ' 5 JANITO % 'v 12 A > -3/4' G 1 2 4 1-1/4' 71> A 3/14 ELEV. #17 HAND SINK HS-1 `5 E R V I C F LOBBY �7 CORRIDOR xx G 126 7 \�r\ , i s < 5 7 --------------- �j T 1/2*- </D ♦ DROP IN CHAS Q3 X7.4 DISPOSER I� � JZO SOI[Fr) DISH : ��- - i7OSO TABLE s <\ TILTING SK N C 2 u N X J17 HAND SINK &_-10 2 0 ��ZSL.L?1�ASHER ;s iE _i �" I ���/ 5 / � I � \ '/ � / / \ i V v � 1 � r 09 KETTLE 5 zz X 3 > 61 4 > > < / 31 4 ALHA��- t #37 DECK \ { I( / u i 1 —� /d rnNA NA I 4 5 w 3 917 H ND,SINK HS-1 ® A _ /// A / �� �' v V/y 2 z -it4* � 4 1-1/4 i y 3x dol </ )e DISPO '0 J� 3/4 -7 6\- N 1 3 0 2 M F N I CAI 5 =� / vv _ ` ;/ �'� S� ; �, C-1�22 2 V. DN. \x del 2 SI-30 — A \ x V c X/ 0 // 0 2*V DN. 2' A �S] V , 1 7 < �S' </ lj Gc) 7 x UPPER LEVEL GARAGE - ENLARGED KITCHEN PLUMBING PLAN AREA B SCALE: 1/4"=l'-u A , V 4 ;�t G 6 L �' N f-Jv! H: � 1 9 DP t\ ,' KKH' wci P - 'N'K G'i� d w o b a - �j wq o p - gl jAg fsl d""Ng )d' g- fs'2 dw A- GENERAL KITCHEN NOTES: 1 ALL INDIRECT DRAIN LINES IN EXCESS OF 5'-0 IN LENGTH SHALL HAVE A P—TRAP. 2 ALL INDIRECT DRAIN LINES IN EXCESS OF 15'-0 IN LENGTH SHALL BE VENTED AND TRAPPED. 3 ALL FINAL CONNECTIONS ARE BY MECHANICAL. 4 ALL JXX DESIGNATED FIXTURES ARE FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR. ONLESS NOTED OTHERWISE 5 PROVIDE CLEANOUTS AS PER SPECIFICATIONS AND LOCAL PLUMBING CODES. 6 ALL SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR AND ISOLATION VALVE. 7 ALL INDIRECT DRAIN LINES SHALL BE SEPARATED FROM THE WASTE SYSTEM BY A FULL AIR GAP. 8 PROVIDE PRV, STRAINER AND ISOLATION VALVE FOR ALL EQUIPMENT REQUIRING MAXIMUM PRESSURES LESS THAN THAT PROVIDED AT THE DISTRIBUTION MAIN. 9 ALL PIPING SHOWN IS ABOVE CEILING UNLESS NOTED OTHERWISE 10 ALL EXPOSED PIPING IN THE KITCHEN AREA SHALL BE CHROME PLATED. 11 PROVIDE BACKFLOW PREV!ENTORS AS REQUIRED BY EQUIPMENT MANUFACTURER AND LOCAL PLUMBING CODE. 12 SEE KITCHEN EQUIPMENT DRAWINGS FOR EQUIPMENT DESIGNA71ONS. 13 PROVIDE ALL STOPS, SUPPLIES, TRAPS, ESCUTCHEONS AND TRAP ARMS FOR ALL SINKS AND LAVATORIES. o -- POWDER ROOM 0126.08 0 -E� ASI-30 TELECOM G142 420 BEVE COUNTER 28 3* c I 1/2* L 29 1-7 a --Vt RAGE I o T AT I rF ION ELEV 1 0 EG1 12 1 -c-1 2 1 20 7 JL- =J 5 I R F CON 3/4' 613 is L I Ila, — X 0 �g#JO2 TEA , � � {G� y \` ��� it 1 i i 1 1! � i i Fi jJ - fi S ji SG107 111 3/4 L J -- -E[�/CHIH EMPL SUP" '48 8 0 (14 SF) 1 LOU 70 2 ASI- /> KEY NOTES: 1 DRAIN TO EVAPORATOR COIL RUN TO FLOOR DRAIN NTH FULL AIR GAP. PROVIDE HEAT TRACE AND 1/2' INSULATION INSIDE FREEZER. 3/4'HW, 3/4 TO POT SINK. 1-1/2 DRAIN TO FLOOR SINK WITH FULL AIR GAP. 1/2'HW, 1/2 3 AND VVENT TO DISPOSER. SEE DETAIL 1/2*HW, 1/2 2"WASTE AND 2 TO HAND SINK. SINK AND TRIM BY M.C. PROVIDE THERMOSTATIC MIXING VALVE BELOW SINK SET TO 1107. 2 DOWN TO FLOOR SINK. 3/4" 18O FROM BOOSTER HEATER TO DISHWASHER. 3/4' 14ONW TO DISHMACHINE. rINDIRECT DRAIN TO FLOOR SINK WITH FULL AIR GAP. 112 "CW TO SOILED DISH TABLE. (2) CONNECTIONS. 1/2"CW, 1/2*HW, 3 AND 2*VENT TO MSB. �g 3/4 THROUGH 3/4'BFP-1 TO SODA SYSTEM NTH CO2 TANK. 1*INDIRECT DRAIN TO FLOOR SINK WITH FULL AIR GAP. 1/2*CW AND 1/2*HW TO FAUCET. 1-1/2'INDIRECT DRAIN TO FLOOR SINK WITH FULL AIR GAP. 1/2 AND 1/2 TO SINK. (2)1-1/2 DRAIN TO FLOOR SINK NTH FULL AIR GAP. 4 TO FLOOR TROUGH. FLOOR TROUGH FURNISHED BY KEC INSTALLED BY M.C. 1"GAS TO CHARBROILER. 120 MBH. 1"GAS TO GRIDDLE. 120 MBH. 1-1/2*GAS TO FRYER. 240 MBH. 1/2*CW, 1/2*HW, 1*GAS TO KETTLE. 90MBH. 1/2*CW, 1/2*HW, 1*GAS; TO TILTING SKILLET. 104 MBH. 1*GAS TO RANGE. 95 MBH. 3/4*CW AND 1*GAS TO COMBI OVEN. 170 MBH. 1-1/2*INDIRECT DRAIN TO FLOOR SINK WITH FULL AIR GAP. 21 1 j2 "CW TO STEAMER. 1 -1 j2 "INDIRECT DRAIN TO FLOOR SINK TH FULL AIR GAP. (2)1/2 TO DECK OVEN. 1*GAS TO CONVECTION OVEN. 110 MBH. 1/2*CW AND 1/2*HW TO WORK TABLE. 1-1/2wINDIRECT DRAIN TO FLOOR SINK WITH FULL AIR GAP. 2-1/2 DOWN IN CHASE RUN FULL SIZE HEADER TO LAST CONNECTION. 1-1/4*HW AND 1-1/4*CW DOWN. RUN FULL SIZE HEADER TO LAST CONNECTION. 1-1/4 DOWN. RUN FULL SIZE HEADER TO LAST CONNECTION. KEY NOTES CONT'D: 1/2'HW, 1/2 TO SINK. 1-1/2 DRAIN TO FLOOR SINK WITH FULL AIR GAP. 1/2 TO COFFEE BREWER. 1-1/2 DRAIN TO FLOOR SINK WITH FULL AIR GAP. 1/2 TO SODA/ICE DISPENSER. 1-1/2"INDIRECT DRAIN TO FLOOR SINK WITH FU AIR GAP. 1/2 TO ICE MACHINE. 1-1/2 DRAIN TO FLOOR SINK WITH FULL AIR GAP. O 1/2 TO DISPENSER. 1 DRAIN TO FLOOR SINK WITH FULL AIR GAP. 4g 1/2 4 AND 2"VENT TO WC. 1/2 1/2'HW, 2 AND 2 TO LAV. 1-1/2 3/4 3/4HWC AMD 2 FROM LAV DOWN. 2 1-1/2 3/4 DOWN. O m UPPER LEVEL SCALE: 1/4"=1'-0 An 0 ®2003 42140 ARCHITECTURE, INC , 'e%o a 34M g at m M. OWNER/DEVELOPER VAIL RESORT S DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RE',CORD Denver, Colorado mi PLANNER I)PSIGNARCHrrECT HART I HOWERTON N EW YORK, N EW YORK STRUCTURAL ENGINEER MIONROE & NF\YIELL ENGINEERS, FlC AVON, COLORADO MEP ENGINEERS CATOR, RUNLA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINITER11\ INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 002 DID PROD 1 04-12.04 003 DID PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CID FROG SET 01,14.05 006 PERMIT/B11) 02.15.05 007 PERMIT R.EV 03.24.05 008 PERMIT REV 04-07.05 011 ADDENDLM4 05.27.05 012 CID FROG. 2 05.27.05 017 CID PROG, 2R 07.01.05 019 ADDENDUM 10 07-07.05 023 ADDENDUM 14 07.29.05 032 ASI-30 1020.0 5 C D B A N PROJECT KEYPLAN UPPER LEVEL GARAGE KITCHEN PLAN iii I ® 2003 4240 ARCHITECTURE, INC. I RE,, • • 1 KEY NOTES: 0 1- 1 /4'HW, 1- 1 /4'CW AND 3 /4'HWC DOWN. O2 1 /2'CW TO BFP -1 THEN TO SODA SYSTEM. II INDIRECT DRAIN TO FLOOR SINK WITH FULL AIR GAP. O3 2'VENT DOWN TO FLOOR SINK. ® 4'VENT UP, 3'VENT DOWN. O 1 /2'CW TO DISPENSER. Q 1 /2'CW, 1 /2'HW TO SINK. 1 -1/2' INDIRECT DRAIN TO FLOOR SINK WITH FULL AIR GAP. 70 1 /2'HW, 1 /2'CW, 2 AND 2 TO SINK. ® 1'INDIRECT DRAIN TO FLOOR SINK WITH FULL AIR GAP. GENERAL KITCHEN N OTES: 1 ALL INDIRECT DRAIN LINES IN EXCESS OF 5' -0" IN LENGTH SHALL HAVE A P -TRAP. 2 ALL INDIRECT DRAIN LINES IN EXCESS OF 15' -0" IN LENGTH SHALL BE VENTED AND TRAPPED. 3 ALL FINAL CONNECTIONS ARE BY MECHANICAL. 4 ALL #XX DESIGNATED FIXTURES ARE FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR. ONLESS NOTED OTHERWISE. 5 PROVIDE CLEANOUTS AS PER SPECIFICATIONS AND LOCAL PLUMBING CODES. 6 ALL SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR AND ISOLATION VALVE. 7 ALL INDIRECT DRAIN LINES SHALL BE SEPARATED FROM THE WASTE SYSTEM BY A FULL AIR GAP. 8 PROVIDE PRV, STRAINER AND ISOLATION VALVE FOR ALL EQUIPMENT REQUIRING MAXIMUM PRESSURES LESS THAN THAT PROVIDED AT THE DISTRIBUTION MAIN. 9 ALL PIPING SHOWN IS ABOVE CEILING UNLESS NOTED OTHERWISE. 10 ALL EXPOSED PIPING IN THE KITCHEN AREA SHALL BE CHROME PLATED. 11 PROVIDE BACKFLOW PREVENTORS AS REQUIRED BY EQUIPMENT MANUFACTURER AND LOCAL PLUMBING CODE. 12 SEE KITCHEN EQUIPMENT DRAWINGS FOR EQUIPMENT DESIGNATIONS. 13 PROVIDE ALL STOPS, SUPPLIES, TRAPS, ESCUTCHEONS AND TRAP ARMS FOR ALL SINKS AND LAVATORIES. OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHI'rECr OF RECORD F V*'A i t , Denver, Colorado 'MASTER PLANNER DESIGN ARCHITECT HART I HOAX ERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RU \4A AND ASSOCLA'rES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIDER DESIGNS EDWARDS, COLORADO i PROJECT NUMBER: 20826.01 ISSUE RE DA'I'S 002 DD PROG 1 04.12.04 LEVEL 2 - ENLARGED KITCHEN PLUMBING PLAN AREA B b SCALE: 1/4"=V-0" F\ 0 N U'kl AM Rik ik 003 DD FROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27,05 012 CD PROG. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /a Zo,y C D B A arzalacz N PROJECT EnTI AN LEVEL 2 ENLARGED KITCHEN PLAN M400.5 era l , h s t t , � k , , , ., , , .. ,._,__ I_.> _- ,., t 3 ., .. � . .... :..... .. :..i ., ,_� �. .._. � �. r. 1, "!�.7 .. i. , ,. .: .NJ. ., C ., �. t � , /lr i .. .:.n r J .. c .: , .. y � �. ._i � . ,,, t,n �.c ., t..d„ �_. ,; ,�a � � ... _ .. _ � �. �r .. C — IV clvtr � ...K.?f.r' � Pi �;��,', ..t ,.pS , �.;._- �,.,� s r � � - 3 _ 7 '�' � `y `y ._. V .Ci iJ _. ...— -. �- ;.2 ,i t.Q J „ i � iJ ..v ✓., ., . ns y .j J 1, f. �. AC .G .eat' - �i^rC; w BALANCING VALVE & VENTURI (TYP) DR PLUG •.h SNOW M ELT SNOW MELT GLYCOL FEEDER S11P 3 EXPANSION TANK AIR C�9 SEPARATOR p 6" SMS� —�f�� TO TOWN „ mss SNOW MELT SYSTEM BTU 1 r� 1 4 C4�9 tY 1 CONCRETE 4 PAD (TYP)I BEAT EXCHANGER HX ' 2 l AIR SEPARATOR BALANCING VALVE & VENTURI (TYP) ilimp _- w T 8" SMS A DDENDUM 14 TO RESORT SNOW MELT SYSTEM I I 1 04.10. 148 T 04.11.06 119 ASI093 04.11.06 r ___- _____.� � 04.14.06 i CCD 026 co 150 PR 134 0 4. 1 7. 0 6 154 PR 136 04. 17.06 156 4" HIGH CONCRETE 0424.06 158 CCD 029 PAD BY GENERAL f CCD 031 05.10.06 ( CONTRACTOR (TYP.) ASI144 05.11.06 177 CCD 033 05.17.06 183 CCD 033R1 05.26.06 189 CCD 41 e 185 RESORT SNOW MELT FEEDER EXP N SION HEAT EXCHANGER DOMESTlr WATER HEATER DOMESTIC WATER HEATER DOMESTIC WATER HEATER DOMESTIC WAT HEATER SAiP HX r i TO BUILDING j L___________ ______ _________ ____,_._______- _ - _____ as 00 i 6" HWS 8" HWS i .- ___ ___________ _____ ....40 -6 HWR ---______ ________—______— ____.L_4.-8" HWR —�- - -� I I NC C 6" HwS 1 10" BYPASS 8" HWS 701 8 " HWR -------- -1---- •rr -10' HWR - -__— --- --F - -- 04 10" HWR -- - - -7 f-------- - - --�— 0 0 -10 HWR - ___F_— T T " 0 � - -- -- --N 10" HWR- -- - - -rt -8" HWR - -- V YT . r e-- & VENTURI (TYP) f DRAIN SUCTION PLUG � DIFFUSER (TYP) IG C ---- C_4 � 4" CONCRETE I 6 HWS NO "- — _ BACKFLOW PREVENTER ® 5' A.F.F. MAX. C .� WITH DRAIN FUNNEL AND DRAIN PIPED t-- 8 NO TO 4" WASTE WITH P -TRAP NO C I J -- -- 011111---6' HWR -- ___ -� —� __J___— --- _...._ ---w*- 6 HWR— _ ________— ___L ...rt -6' HWR -- '-- __-- - - - - -- -- - -wN " HWR- _ DOMESTIC I MAKE -UP WATER 8" HWR z _j_HWR_ -•°'- AIR SEPARATOR 8* HWS 6" HWS 6" HWS 00 00 00 04 00 0o i O --- HWS 1 — I —6" HWR— I _ ,,, „ _ , ,.�I ! — 6* HWR —41 " HWR _ --6=- 4 1 '� I T T I 1 D PAD kTYP) GARAGE LEVEL 2 1301LER BOILER BOILER PRIMARY H EATING WATER PUMP -1 PRlbdARY HEATING WATER PUMP -2 PRIMARY HEALING WATER PUME -3 BlR 8 L R BL 1 . " ,4. 'I aECONDARY HEALING W IES PUMP -1 -REMOVABLE FLEXIBLE CONN. AIR GAP AT TANK •►r — - ■ Cotor, Rumo & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \MECH \P- HlNI.DWG - M500.1 PLOT: 05/25/2006 @ 3 :40pm REV: 05/18/2006 CAD: hdy XREF: tb.dwg tb - o.dwg tb condo.dwg PROVIDE A DIFFERENTIAL PRESSURE (DP) SENSOR IN THE HWS MAIN PIPING, APPROXIMATELY 2/3 OF THE LONGEST DISTANCE DOWNSTREAM FROM THE BOILERS. I f. I Y. 1 HEATING WATER PUMP -1 HEALING WATER PUMP -2 (FOR DOMESTIC WATER HEATERS) (FOR DOMESTIC WATER HEATERS) GARAGE LEVEL 2 @ 2003 42140 ARCHITECTURE, INC. OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ) *MCHI Denver, Colorado MASTERPLANNER DESIGN ARCHITECT HART HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELS. ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENTVER, COLORADO CIVIL ENGINEER ALPINE ENGT3�BLRING, LNG. VAIL, COLORADO INTERIOR DESIGN SUPER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 0 23 A DDENDUM 14 07.29.05 147 ASI126 04.10. 148 PR 124R1 04.11.06 119 ASI093 04.11.06 146 CCD 025 04.14.06 149 CCD 026 04.14.06 150 PR 134 0 4. 1 7. 0 6 154 PR 136 04. 17.06 156 PR 137 0424.06 158 CCD 029 04.26.06 171 CCD 031 05.10.06 173 ASI144 05.11.06 177 CCD 033 05.17.06 183 CCD 033R1 05.26.06 189 CCD 41 05.26.06 185 CCD 40 05.26.06 191 ASI159 05.26.06 RE: INDEX SHEETS FOR PREVIOUS ISSUE LISPINGS nojwr PROJECT KEYPLAN HEATING WATER FLOW DIAGRAM Imus mI © 2003 42140 ARCHITECTURE, IN%, TOWER BYPASS VALVE ROOF LEVEL 7 W LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 GARAGE LEVEL 1 -- -CR - -- --- r.� - - - - -- I � vFO EQUALIZER PIPE - BETWEEN TOWERS REMOVABLE FLEXIBLE CONN. AIR GAP AT TANK 1? TAPS FOR T.C. CONNECTION TO PUMP TAPPING PROVIDED BY MANUFACTURER SUCTION DIFFUSER GARAGE LEVEL 2 DRAIN PLUG 7 4 AREA V AREA T AREA °B T AREA i I I I I I I SHUT -OFF ISOLATION VALVES AT I i BASE OF EACH RISER TO FAN i i I i COIL UNITS. REFER TO FLOOR I I I PLANS FOR QUANTITY OF RISERS i I I I I I I t ZZ ?? I CWS CWS T C ON CWS T i L- - - - - -- •- ----- - - - - - - CA- 1 --------- r•-_----_--------- CA----------- 1------- - _L---------- -- •l - - -J t v i I I 1 (— ------------ CR-------------- E--------------- CR-------------- - - ---- wA*- -- - - - - -- - - - - -- — C C C I -- — --C I r- CWS !� CWS BALANCING VALVE & VENTURI IMAM I. , { .CHILLED WATER PUMP -2 • I'Ll la;l•L:t;i� i I t I i U U I I PRESSURE / BYPASS VALVE CWS I _ J VENT CONNECTION ET -3 EXPANSION TANK AIR SEPARATOR IN AREA ° X" XXXXXX OUTLET SIZE FLOOR MECHANICAL BLOW DOWN VALVE ROOM WITH HOSE END I DOMESTIC i F MAKE -UP WATER t t ( I 4 -- ..n-- W--- i--------- •�- - -- -- CWR-I -- —�s— I � i I ( I I I I I I N r I e HIGH CONCRETE PAD BY GENERAL CONTRACTOR (TYP.) CHILLED WATER FLOW DIAGRAM NO SCALE Cator, Rumo & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \MECH \P- HINI.DWG - M500.2 PLOT: 02/10/2005 ©10:00am REV: 02/10/2005 CAD: lisol XREF: tb.dwg • •• LEVEL 7 LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 GARAGE LEVEL 1 BACKFLOW PREVENTER 0 5' A.F.F. MAX. WITH DRAIN FUNNEL AND DRAIN PIPED TO 4 WASTE WITH P -TRAP GARAGE LEVEL 2 GLYCOL FEEDER OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPA.N�`Y AVON, COLORADO ARCHITECT OF RECORD ■ �J ARCHITECTURE 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 ENGINEFIaNG, INC. VAII., COLORADO INTERIOR DESIGN SI IFER DESIGNS EDWARDS, COLORADO PROJECT NUNIBER: 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 SET 01.14.05 006 PERIVIIT /BID 02.15.05 /"- C dj_ D N PROJECT KEYPLAN CHILLED WATER FLOW DIAGRAM Op 2003 42140 ARCHITECTURE, IN& R p�PQO EG1SlF :x �a t , ®� A LEVEL 7 AIR VENT AT TOP OF RISER AIR VENT AT TOP OF RISER AIR VENT AT TOP OF RISER AIR VENT AT TOP OF RISER ROOF LEVEL 7 AIR VENT AT TOP OF RISER 3 -WAY TEMPERATURE 7 /` r` j M j j CONTROL VALVES AT r J fT MOST REMOTE UNIT (TYPICAL) t t T t t I I i I I FAN COIL UNIT 1 1 FAN COIL UNIT 1 ( FAN COIL UNIT 1 1 FAN COIL UNIT ( 1 FAN COIL UNIT 1 (TYP.) I 1 (TYP.) — ( 1 (TYP.) I I (TYP.) (^-�----� 1 1 (TYP.) ( I - I - iii- -a I I }- -6-I 1 I LEVEL 6 1 I I ' I ' I I LEVEL 6 A-AIR VENT AT TOP O F RISER 1 I I I i I f 1 1 3/4" COND. (TYP) g g �� o ig % �Q__ ��__ �Q__ emu__ =_ I I I 1 1 I I I 1 I I I 1 FAN COIL UNIT I I ( 1 I I ! 1 I i I (TYP.) -1 I -I -a I I I I 1 I I I t LEVEL 5 ( I ' Fi ( 1 ( ( LEVEL 5 AIR VENT AT I I ( 1 I ( TOP OF RISER 1 1 i I i 1 i ( 1 CWS /R (4.0) 1 1" CWS /R (4.0) ( 3/4" CWS /R (2.4) 1 3/4' CWS /R (1.2) 1 1" CWS /R (5.6) i 1 1" CWS /R (4.0) I 1" HWS /R (3.1) 1" HWS /R (3.1) 3/4" HWS /R (1.6) 3/4" HWS /R (0.8) 1" HWS /R (4.6) 1" HWS /R (3.1) 1 I I I I I I I I I I I I I I I I I I I I 11 1 I I 1 I LEVEL 4 I I 1 1 1 1 1 I I I I I LEVEL 4 I I I I I I I I I I I 1 1 i I I I I I I I I I I 11 I I 11 I I 11 I I I I 1 1 I I LEVEL 3 1 1 1 i I I I I 1 1 1 1 4 LEVEL 3 g g g 0um u0=X UQ 0Qmm u mm UCH =S UV== I I I i I I I I I I 1 I I 1 i 1 I I I I i I I I I I I I -.� 1 -1/4' CWS /R 7.6 I I 1 -1/2" CWS /R (9.6 --� 1 -1/4" CWS /R 7.6 -� 1' CWS /R 4.8) .-1 1 -1/2" CWS/R 14.0) -� 1 -1/4' CWS /R (7.6 1 -1/4" CWS /R (7.6} LEVEL 2 1 -1/4" HWS /R 5.53 1 -1/4" HWS /R (7.7� 1 -1/4' HWS/R �5.5� 1" HWS /R (3.2) 1 -1/2" HWS /R 11.5) 1 -1/4" HWS /R (5.5� ( 5.5) _ LEVEL 2 . .: 1 -1 4" HWS pip I CONNECT TO ( -� CONNECT TO ( CONNECT TO 1 - 7 7 CONNECT TO I ---� CONNECT TO I CONNECT TO ( CONNECT TO MAIN PIPING — --- —Ur- — --e MAIN PIPING L- -- -- --i► -- --t MAIN PIPING — — —1�•- — —t MAIN PIPING -- -- -fir.•- — —z MAIN PIPING 1— — — —ilt.- — —� MAIN PIPING -- — - ;• — —2 MAIN PIPING 1" CONDENSATE AT BOTTOM OF RISERS (Typ) LEVEL 1 GARAGE LEVEL 1 RISER Al RISER A2 RISER A3 RISER A4 RISER A5 LEVEL 1 GARAGE LEVEL 1 RISER A6 RISER A7 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHI'T'ECT OF RECORD ARCHITECTURE Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART E 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 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD FROG SET 01.14.05 006 PERi'vHT /BID 02.15.05 C - N PROJECT KEYPLAN RISER DIAGRAM NO SCALE Cotor, Rumo & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \MECH \P- HINI.DWG - M500.3 PLOT: 02/10/2005 @ 10:OOom REV: 02/10/2005 CAD: lisol XREF: tb.dwg CHILLED AND HEATING WATER RISER DIAGRAM M500.3 © 2003 42140 ARCHITECTURE, IML �p� . OpUGLAS yD ;'PO ' 34 8 ' LEVEL 7 LEVEL 6 FAN COIL UNIT (TY'•) r-- LEVEL 5 3/4` COND. (TYP) ,--AIR VENT AT " TOP OF RISER Av 3—WAY TEMPERATURE CONTROL VALVES AT MOST REMOTE UNIT (TYPICAL) I I I I + Ili FAN COIL UNIT (TYP•) r--- 1 ` CWS /R 4.0) 1 ` HWS /R (3.1) LEVEL 4 � = i LEVEL 3 AIR VENT AT TOP OF RISER I I I i I I i o� I I I I r Q 1 I i I I ! I I I I I ! U U x x I � I ! I I I I I I I I I I I I I -4 1 -1/4" CWS /R (7.6) LEVEL 2 1 -1/4` HWS /R (5.5) 1" CONDENSATE AT BOTTOM OF RISERS (TY') LEVEL 1 GARAGE LEVEL 1 1-1/2 CWS /R (8.4) 1 -1/4` HWS /R (6.9) —� CONNECT TO –� MAIN PIPING CONNECT TO L — — --�►- -- --2 –. — — MAIN PIPING RISER A8 RISER A9 AIR VENT AT TOP OF RISER ► I I f ! I I i 'I F F r rt I 1: CWS /R (4.0) v v x = 1 HWS/R (3.1) i r Ili FAN COIL UNIT 1 -1/2' CWS /R (16.0) _� — --,t 1 -1/2` HWS /R (12.4) I CONNECT TO — — --#�•- — —� MAIN PIPING RISER A10 AIR VENT AT TOP OF RISER i I i FAN COIL UNIT (TYP-) r--- 1 CWS /R (2.8) 3/4" HWS /R (2.3) t H I iiid Ili 1 -1/4` CWS /R (8.0) 1 -1/4` HWS /R (6.2) 2 CONNECT TO — — i- — —t MAIN PIPING RISER All LEVEL 7 AIR VENT AT OF i �i LEVEL 3 LEVEL 5 1 ` CWS/R 4.0) 1` HWS /R (3.1) LEVEL 4 LEVEL 6 1 -1/2` CWS /R (12.4) 1 -1/2` HWS /R (10.0) LEVEL 2 r goo — —� CONNECT TO — — —ir►- — —e MAIN PIPING LEVEL 1 RISER Al2 GARAGE LEVEL 1 L OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD FA [ o i l ■ ARCHITECTURE 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 ASSOCIAT 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 SET 01.14.05 006 PER3VIIT /BID 02.15.05 C B A n,= N PROJECT KEYPLAN RIS ER DIAGRAM NO SCALE Cotor, Rumo &Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \MECH \P– HINI.DWG _ M500.4 PLOT: 02/10/2005 ©t0:00om REV: 02/10/2005 CAD: lisol XREF: tb.dwg CHILLED AND HEATING WATER RISER DIAGRAM © 2003 42140 ARCHITECTURE, INS REG1,0 O ff, GLAS y 9� u F- 34966 ° 6 200 - * /,- z ROOF ROOF LEVEL 7 AIR VENT AT TOP OF RISER AIR VENT AT TOP OF RISER AIR VENT AT TOP OF RISER AIR VENT AT TOP OF RISER AIR VENT AT TOP OF RISER AIR VENT AT TOP OF RISER LEVEL 7 AIR VENT AT TOP OF RISER 3-WAY TEMPERATURE >� 1 CONTROL VALVES I T r r / i / / / if / / /JA � //� r f MOST REMOTE UNIT (TYPICAL) FAN COIL UNIT I I FAN COIL UNIT I ' FAN COIL UNIT F-1 ! FAN COIL UNIT F-1 { FAN COIL UNIT F I FAN COIL UNIT I FAN COIL UNIT (TYP.) (TYP.) (TYP.) ( (TYP.) ( I I ' (TYP.) ' L — (TYP.) { I (TYP.) { 47 LEVEL 6 I ( ( { I I ( ! .._.. — T t — — I 71 I I LEVEL 6 l�fi � il4fi � il4fi (i14� � i14� II�� ill n n n n x x � i � I .,� I � I -I•- - � I � I LEVEL 5 f I LEVEL 5 3/4" COND. (TYP) 31'iQ v 13"33 v 3y3'y3'3 v cy3'33 Q Qm Uc>xx UUxx UQxx UUxx c�c�xx vU == i ! 3/4 CWS/R (2.4) { i { 3/4 HW5 /R (1.6) I ( i' CWS /R (4.0) { ( 1 CWS /R (5.6) { 1° CWS /R (5.6) 1 CWS /R (4.8) 1 CWS /R (4.0) 1" CWS /R (4.0) 1" HWS /R (3.1) 1' HWS /R (4.6) ! 1 HWS /R (4.6) I { 1' HWS /R (3.2) { { 1" HWS /R (11) { { 1 HWS /R (3.1) I I { I I I I { I I I f l I I LEVEL 4 LEVEL 4 { v vUI� UU U UUS U Uv VU U vc� U UC�33 t 1 t' t 1 i 1 �� ' �_� I I I I I ! I LEVEL 3 I I H, ! 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L n CONNECT TO I I I ( { I { { ( ( I { t -� 1 -- -t- -- --� MAIN PIPING I I { �-.►f - -fir.•- — -, MAIN PIPING { IL I L { -� 1 -1/2" CWS /R (14.0) 1 -1/2" CWS /R (14.0) LEVEL 2 1 -1/2' HWS /R (11.5) 1 -1/2" HWS /R (11.5) LEVEL 2 1-1/2 CWS /R (8.4) 1 -1/4" HWS /R (5.6) { 's""" CONNECT TO CONNECT TO CONNECT TO L — — - — —t MAIN PIPING MAIN PIPING — - -i. — —e MAIN PIPING 1" CONDENSATE AT BOTTOM OF RISERS (m') T -� LEVEL 1 GARAGE LEVEL 1 GARAGE LEVEL 1 RISER B1 RISER B2 RISER 83 RISER 84 RISER B5 RISER B6 RISER B7 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD *AIRI TECTURE Denver, Colorado MASTERPLANNER 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 CTVH, ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIPER DESIGNS EDWARDS, COLORADO PROJECT NUivIBER: 20826.01 ISSUE REVISION DATE 002 DD FROG 1 04.12.04 003 DD FROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERI&T /BID 02.15.05 'A � V� N PROJECT KEYPLAN Cotor, Rumo & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE RED EVELOPMENT \CAD \DDS \MECH \P- HIN1.DWG - M500.5 PLOT: 02/10/2005 @9:590m REV: 02/10/2005 CAD: lisol XREF: tb.dwg NO SCALE CHILLED AND HEATING WATER RISER DIAGRAM M500.5 © 2003 42140 ARCHITECTURE, INk o �pp0 REGX p� 'pl1GLAs r •• �'� v • � O O��°. ®c � 3 4968 r. ROOF LEVEL 7 LEVEL 6 LEVEL 5 LEVEL 4 AIR VENT AT TOP OF RISER AIR VENT AT TOP OF RISER AIR VENT AT TOP OF RISER AIR VENT AT TOP OF RISER AIR VENT AT TOP OF RISER ROOF LEVEL 7 LEVEL 6 LEVEL 5 LEVEL 4 AIR VENT AT TOP OF RISER 3—WAY TEMPERATURE DD PROG 1 04.12.04 I f ,j I f f / / f 11 005 CD PROG SET 01.14.05 006 CONTROL VALVES AT MOST REMOTE UNIT 02.15.05 t t b (TYPICAL) I I I I I I I I I I ! I LEVEL 3 I ( — ( ( — I ( — — I ( 17 —T— LEVEL 3 3/4" COND. TY P / ( ) t � UV2= UUSS V I V == UcJ I =S V { V2= UV2� ! I I I I I I I f I I l I I I I I I I I ! I I I I 1 f f I I I I I I —� I 1" CWS /R (2.4) 1 1" CWS/R (5.6) I 1" CWS /R (5.6) —4 I 1 CWS /R (5.2) I 1" CWS/R (2.4) I f I 2" CWS /R (27.0) LEVEL 2 1 HWS /R (1.6) 1" HWS /R (4.6) 1" HWS /R (4.6) 1" HWS /R (3.9) 1 HWS /R (1.6) 2" HWS /R (28.8) LEVEL 2 ( ! ! CONNECT TO I- ---E —� CONNECT TO I � CONNECT TO —� CONNECT TO —� CONNECT TO age CONNECT TO — — — i► — — MAIN PIPING — — — — — MAIN PIPING — — —a► — — MAIN PIPING — — — — —� MAIN PIPING — — —1► — —. MAIN PIPING — — —i�.- — --� MAIN PIPING 1` CONDENSATE AT BOTTOM OF RISERS (TYP) LEVEL 1 LEVEL 1 GARAGE LEVEL 1 RISER B8 RISER 89 RISER B10 RISER Bt t RISER B12 GARAGE LEVEL 1 RISER 613 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ARCHITECTURE 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 NUIMBER: 20826.01 ISSUE REVISION DATE 002 DD PROG 1 04.12.04 003 DD FROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERlvIIT /BID 02.15.05 N PROJECT KEYPLAN RISER DIAGRAM Cator, Rumo & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \MECH \P— HINI.DWG — M500.6 PLOT: 02/10/2005 @ 9: 58om REV: 02/10/2005 CAD: lisol XREF: tb.dwg NO SCALE CHILLED AND HEATING WATER RISER DIAGRAM M500.6 Q 2003 42140 ARCHITECTURE, INS, d REGIo F y06 ROOF ROOF AIR VENT AT - -- AIR VENT AT TOP OF RISER TOP OF RISER 1 A f cl_n I I FAN COIL UNIT lv � _ _ FAN COIL UNIT U um = (TYP-) 1 LEVEL 7 ( f LEVEL 7 AIR VENT AT ( AIR VENT AT AIR VENT AT AIR VENT AT TOP OF RISER ( I TOP OF RISER TOP OF RISER TOP OF RISER ( I I I / It f I ; f I I I ! ! I 1 1 I I I I I I I I FAN COIL UNIT ! I I FAN COIL UNIT ( I FAN COIL UNIT I I FAN COIL UNIT I ( I ! `' n n ( TYP" ) n Q I -� (T,P.) (TYP.) I I F.- - I I -I i I !-I F,;7 4H' LEVEL _ I _ I I LEVEL s I I i I I I I I LEVEL 6 - AIR /ENT AT TOP OF RISER I 3 -WAY TEMPERATURE CONTROL VALVES AT UU ( UU ' UU i xx MOST REMOTE UNIT (TYPICAL) I ( I FAN COIL UNIT O I I I I I I I I I I I I i I I I I LEVEL 5 ! I i LEVEL 5 3/4' COND. (TYP) UUx= Ucaxx U c.�xx � UUxx 8 UUxx 8 ���� i ! 1" CWS /R (2.8) i ( 3/4- CWS / (2.4) i I 1 1/4" CWS /R (8.4) i I 1" CWS /R (5.2) i I 3/4" CWS /R (2.4) i ( 1" CWS /R (5.6) I 1 1/4" CWS /R (8.4) 3/4" HWS /R (2.3) 3/4 HWS /R (1.6) 1 1/4 HWS /R (6.9) 1" HWS /R (3.9) 3/4" HWS /R (1.6) 1' HWS /R (4.6) 1 1/4" HWS /R (8.0) LEVEL 4 LEVEL 4 g 3 ! g 3 ' 3 3 g 3 3 ( S 3i 3 U U U U 3 U U U I! I I I I I! I I ! I 1 1 I! I I I I I I I I !! I I _r 1 -1/2' CWS /R (12.4) LEVEL 3 Iti- I I I I ( I 1 -1/2" HWS /R (10.0) LEVEL 3 1 I CONNECT TO - - -�••- - --t MAIN PIPING Li I I I I 1! I I I I I I - I -J- - I I - i I - 1 -I•- - I I - 1 I 1" CWS/R (3.6) -" 1 -1/2' CWS /R (16.8) -� I ( 1' CWS/R (3.6) -� 1 -1/2" CWS/R (13.6) LEVEL 2 1" HWS /R (2.4) 1 -t /2" HWS /R (13.8) i" HWS /R (2.4) 1 -1/2' HWS /R (10.8) LEVEL 2 1 -1/2' CWS /R (10.4) 1 -1 /2" CWS /R 11.2) 1 -1/4' HWS /R (7.8) 1 -1/4' HWS /R (7.9) imim CONNECT TO CONNECT TO CONNECT TO CONNECT TO CONNECT TO CONNECT TO -- - - -�.•- - -z MAIN PIPING L - - -♦.- - -t MAIN PIPING MAIN PIPING MAIN PIPING L MAIN PIPING L - - - fir. - - - MAIN PIPING 1' CONDENSATE AT BOTTOM OF RISERS (TYP) GARAGE LEVEL 1 RISER C1 RISER C2 RISER C3 RISER C4 RISER C5 RISER C6 LEVEL 1 GARAGE LEVEL 1 RISER C7 OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD ARCHITECTURE 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 S17ER 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 SET 01.14.05 006 PERMIT /BID 02.15.05 li N PROJECT REYPLAN RISER DIAGRAM NO SCALE Cotor, Rumo & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \MECH \P- HINI.DWG - M500.7 PLOT: 02/10/2005 ©9:57om REV: 02/10/2005 CAD: lisal XREF: tb.dwg CHILLED AND HEATING WATER RISER DIAGRAM M500.7 © 2003 4214 ARCHITECTURE, IN>Z Gr ��Q ® �ao;�giAS yp F�'F e= 496. ",p ROOF ROOF AIR VENT AT AIR VENT AT AIR VENT AT AIR VENT AT TOP OF RISER TOP OF RISER TOP OF RISER TOP OF RISER 1 A f fj fj fj U Ur r j 3333 v 3333 v� �3 U5 UUSx vUxx c. 0=m vc>sx vUxx UUxx 0 i i i i i i i' ( 3/4' CWS /R (2.4) ! 3/4' CWS /R (2.4) I 1' CWS /R (4.0) I 3/4' CWS /R (2.4) ( 1 1 /4' CWS /R (6.4) ( 1' CWS /R (5.2) I 1 1/4" CWS /R (9.2) 3/4' HWS /R (1.6) 3/4' HWS /R (1.6) 1" HWS /R (3.1) 3/4' HWS /R (1.6) 1' HWS/R (4.7) 1" HWS /R (3.9) 1 1/4' HWS /R (7.0) - LEVEL 4 I ( I ( I I ! I I LEVEL 4 U U U U U U U U U t xx , xx xx xs t sx I xx i xx -- -� 1 -1/4" CWS /R (7.6) I LEVEL 3 ( ! ( 1 -1/4" HWS /R (5.5) / / � CONNECT TO 2 1 -1 CONNECT TO I ( LEVEL 3 T 1 -1/4' CWS /R (6.0) ? =--- 1-1/2- CWS /R (11.2) ?I _ _ T �„_ _ --t 1' HWS/R (4.0) ! r - - I 1 -1/4" CWS /R (6.0) I ( L 1 -1/4" HWS /R (7.9) 1 -1/2' CWS /R (14.4) HWS /R (4.0) CONNECT TO ,.,.�. - ! I I I ! -� - HWS R 10.9) ( I ( (- 22 ° � �' ° � �' _„ T t- - - -�► - -z MAIN PIPING ( I L .... v i �' i v �- -- -- -ir. - -� MAIN PIPING �- - -- - ir.. - -� MAIN PIPING I ( r T ! ! I I CONNECT TO � I I ( CONNECT TO I ! - - - - -z MAIN PIPING I ( I I MAIN PIPING ! 1' CONDENSATE AT BOTTOM OF RISERS I I I I (Typ) ' 1 -1/2' CWS /R (9.2) ( 1 -1/4' CWS/R (6.0) LEVEL 2 1 -1/4' HWS /R (7.0) 1' HWS /R (4.0) LEVEL 2 1# CONNECT TO �-- - -- -�.- - -e MAIN PIPING LEVEL 1 GARAGE LEVEL 1 RISER C8 RISER C9 RISER C10 CONNECT TO i-- --- -- - ir- - -t MAIN PIPING RISER C11 RISER C12 RISER C13 RISER C14 LEVEL 1 GARAGE LEVEL 1 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD *AICHIT 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 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID 02.15.05 r D B PRo,Fzr N PROJECT KEYPLA1 RISER DIAGRAM NO SCALE Cator, Ruma & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \MECH \P- HINI.DWG - M500.8 PLOT: 02/10/2005 Cn 9:57am REV: 02/10/2005 CAD: lisal XREF: tb.dwg CHILLED AND HEATING WATER RISER DIAGRAM i © 2003 42140 ARCHITECTURE, INIL ROOF 3 —WAY TEMPERATURE CONTROL VALVES AT MOST REMOTE UNIT (TYPICAL) FAN COIL UNIT (TY)r LEVEL 7 AIR VENT AT TOP OF RISER f U U x x i' I AIR VENT AT TOP OF RISER AIR VENT AT TOP OF RISER LEVEL 6 LEVEL 5 3/4" COND. (TYP) LEVEL 4 LEVEL 3 I FAN COIL UNIT (TYP.) �� I I FAN COIL UNIT I Uvxx vvxx UU t i I I f I A c.>vxx UUxx 0 UUxx I I i I 1" CWS /R (4.0) i i i I 1" CWS /R (5.6) i I 1" HWS /R (3.1) c4= 1" HWS /R (4.6) F1 I I I I I I I I I I I I 1 i 'i I x x t I ' —yt ' 1 ' i LEVEL 4 LEVEL 3 1 -1/2 CWS /R (10.8) 1 -1/2" HWS /R (8.5) i I t -1/2" CWS/R (14.0 1-1/2' CWS /R (12.4) ( r— 1 -1/2" HWS/R (11.5 I CONNECT TO —1/2" HWS /R (10.0) ( i I Z — tr ._ — _�.. _ MAIN PIPING I TT I I I CONNECT TO CONNECT 70 MAIN PIPING ' i I — —�t MAIN PIPING 1" CONDENSATE AT BOTTOM OF RISERS LEVEL 2 (TYP) —_ LEVEL 2 LEVEL 1 GARAGE LEVEL 1 RISER C15 RISER C16 RISER C17 LEVEL 1 GARAGE LEVEL 1 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD ARCHITECTURE 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 002 DD PROG 1 04.12.04 003 DD FROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID 02.15.05 : B jE � C A] Pw,� N PROJECT KEYPLAN RISER DIAGRAM NO SCALE Cotor, Rumo & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \MECH \P— HINI.DWG — M500.9 PLOT: 02/10/2005 @ 9: 57om REV: 02/10/2005 CAD: lisol XREF: tb.dwg ( 1 I I "40 LEVEL 7 LEVEL 6 LEVEL 5 1" CWS /R (4.0) I HWS /R (3.1) CHILLED AND HEATING WATER RISER DIAGRAM lf 5 0 0.0 9 R El ROOF ROOF C ' � Ili Fr mooqu 8 * §E §E 1;r 0Q= g NiNi NE /1 4\ 1E 1 i5 w 'E 4\ g jeWIE 0 Q= N� 1i 1� CD PROG SET 4= 1° CWS/R (2.8) 3/4' HWS/R (2.3) I 1 CWS/R (5.4) 11 HWS/R (4.3) (5.4) I 1" 1 - CWS/R (3.9) HWS/R (3.0) 3/4 CWS/R (2.6) 4= j,.-�3/4 HWS/R (2.0) PERMIT REV 1 CWS/R (6.9) HWS/R (5.6) 1 - CWS/R (5.6) 1 HWS/R (4.6) 4= 3/4 CWS/R (1.3) 3/4 HWS/R (1.0) 4= 04.07.05 I ADDENDUM 05.27.05 I I 05.27.05 I 3 i 019 ADDENDUM 10 07.07.05 i - 07.29.05 045 ASI 057 12-15-05 l ASI 058 LEVEL 4 059 ASI 062 7� �_-- 068 ASI 070 01-03-06 078 FIR 052 LEVEL 4 083 ( IL> 03-10-06 � I � I � I � I � I � I LEVEL 3 1 CWS/R (4.1) A 1 HWS/R (3.3) R6 , 65 R 1: CWS/R (5.2) 1 0) HWS/R (4. __� # 1-1/4 CWS/R (9.5) 1-1/4 HWS/R (7.6) 1-1/4" CWS/R (11.2) 1-1/4 HWS/R (9.2) L EVEL 3 IL 7 CONNECT TO MAIN PIPING I* CONDENSATE AT BOTTOM OF RISERS (TYP) HWS/R (9.6) I CONNECT TO MAIN PIPING 1: CWS/R (5.2) 1 HWS/R (4.0) CONNECT TO MAIN PIPING CONNECT TO MAIN PIPING 4 4 Ft CONNECT TO MAIN PIPING d H Ft_ CONNECT TO MAIN PIPING 3/4 CWS/R (2.6) It L . ..... -4-im'.- 3/4* HWS/R (2.0) ... ... . .. .. CONNECT TO MAIN PIPING LEVEL 2 LEVEL 2 LEVEL 1 LEVEL 1 GARAGE LEVEL 1 GARAGE LEVEL 1 RISER D1 RISER D2 RISER D3 RISER D4 RISER D5 RISER D6 RISER D7 FAN COIL UNITS TYPICALLY SHOWN AS VERTICAL UNITS. REFERENCE PLANS FOR ACTUAL CONFIGURATION (HORIZONTAL OR VERTICAL) � 111, 1 Cator, Rurno & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT\CAD\DDS\MECH\P-HlNl.DWG - M500.10 PLOT: 03/08/2006 @4:14pm REV: 03/08/2006 CAD: mmg XREF: tb.dwg tb-a.dwg tb-condo.dwg NO SCALE OWNWDEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ARCHIT Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS C&TOR, 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 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 05.27.05 012 CD PROG. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 045 ASI 057 12-15-05 058 ASI 058 12-13-05 059 ASI 062 12-19-05 068 ASI 070 01-03-06 078 FIR 052 01-17-06 083 FIR 065BC 03-10-06 C D B 1� A m0jwr N PROJECT KEYPLAN CHILLED AND HEATING WATER RISER DIAGRAM: -AID XICKIT AT - Im V - ­­ - © 2003 42140 ARCHITECTURE, INIZ ROOF ROO AIR VENT AT TOP OF RISER f i FAN COIL UNIT (�.) i I i _ ...E i LEVEL 7 ( I LEVEL 7 AIR VENT AT i I AIR VENT AT TOP OF RISER I I TOP OF RISER 3 —WAY TEMPERATURE CONTROL VALVES AT I i MOST REMOTE UNIT (TYPICAL) i t I I I I FAN C UNIT I i ( i FAN COIL UNIT F� --- i-H±- LEVEL 6 LEVEL 6 AIR VENT AT TOP OF RISER 1 i I I I FAN COIL UNIT I i i I I i (I'.) LEVEL 5 LEVEL 5 I I I I I 3/4' COND. (TYP) ITT ( ( T ( 1 c>v == vv == QQ == 1 I 1 1/4 CWS /R (8.0) i I 1 1/2" CWS /R (10.8) i ( 3/4 CWS /R (2.4) I 1 1/4 CWS /R (6.4) 1 1/4 HWS /R (6.2) 1 1/4 HWS /R (8.5) 3/4" HWS /R (1.6) 1 HWS /R (4.7) i t l i I I I i i i I i I i I i -ij LEVEL 4 LEVEL 4 I � � t- LEVEL 3 LEVEL 2 LLIP1 1" CONDENSATE AT BOTTOM OF RISERS (m') 1 2" CWS /R (17.2) 1 -1/2" HWS /R (13.2) CONNECT TO •- — —t MAIN PIPING i 1 = _ I f I I I I fi -I _ 1 -1/4" CWS /R (7.2) 1" HWS /R (4.8) CONNECT TO �— — — — —t MAIN PIPING i I + I r 19 3 I I I I I I. t LEVEL 3 1 1/2" CWS /R 14.4 1/2 ° HWS /R (10 L LL I CONNECT TO — �—— MAIN PIPING LEVEL 2 �6 LEVEL 1 GARAGE LEVEL 1 RISER D8 I 2' CWS/R (20.0) 1 -1/2 HWS/R (15.5) MAN PIPING RISER D9 RISER D10 LEVEL 1 GARAGE LEVEL 1 RISER D11 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ARCHITECTURE Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINP.ER 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 �N PROJECT KEYPLAN CHILLED AND HEATING WATER RISER DIAGRAM Cotor, Rumo & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \MECH \P— HINI.DWG — M500.11 PLOT: 02/10/2005 @ 9:56om REV: 02/10/2005 CAD: lisol XREF: tb.dwg 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID 02.15.05 i 2003 42140 ARCHITECTURE, INC. I I ROOF ROOF I A PR§53C OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ARCHITECT E Denver, Colorado MASTER PLANNER DESIGN ARCHITECT" HART IHOWERTON 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 am LEVEL 1 GARAGE LEVEL 1 RISER D14 3/4' CO N D=/ RISER D15 14619tapm. RISER D17 RISER D18 FAN COIL UNITS TYPICALLY SHOWN AS VERTICAL UNITS. REFERENCE PLANS FOR ACTUAL CONFIGURATION (HORIZONTAL OR VERTICAL) F NO SCALE Cator, Rumo & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT\CAD\DDS\MECH\P—HlNl.DWG — M500.12 PLOT: 03/08/2006 @4:14pm REV: 03/08/2006 CAD: mmg XREF: tb.dwg tb—o.dwg tb—condo.dwg GARAGE LEVEL I m PRQ 002 DD FROG 1 04.12.04 003 DD PROD 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT/BID 02.15.05 007 PERMIT REV 03.24.05 008 PERTMIT REV 04.07.05 011 ADDENDUM 05.27.05 012 CD PROD. 2 05.27.05 017 CD PROD. 2R 0 7.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 045 ASI 057 12-15-05 058 ASI 058 12-13-05 059 ASI 062 12-19-05 068 ASI 070 01-03-06 078 PR 052 01-17-06 083 PR 065BC 03-10-06 (� m0jwr PROJECT KEYPIAN CHILLED AND HEATING WATER' RISER DIAGRAU; I ii Cotor, Rumo & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \MECH \P- MDI.DWG _ M600.1 PLOT DATE: 04/25/2005 @ 4:50pm REV: 03/23/2005 CAD: morlone XREF: tb.dwg TB - A.DWG © 2003 42+40 ARCHITECTURE, INC. REGIS d� a G 0 a�aa n NA��� OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT ! - -,-% .fT A - x 7T T k- luivirtiIN Y AVON,COLORADO ARCHITECT OF RECORD A Denver, Colorado MASTER PLANNER DESIGN ARCIIITF.CI' 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 EXHAUST FAN t STACK CAP EXHAUST FAN HOUSING GREASE CUP PROVIDD E 3 -POINT GUY WIRE SUPPORT 007 PERMIT REV BIRDSCREEN 008 PERMIT REV AT 8' -0" 13' -0" PROVIDE FACTORY MANUFACTURED VENTILATED ROOF z_ ABOVE ROOO F -- _� 36' BRACKET UPPER STACK 9'0 —"--- CURB TO DISCHARGE DUCT R / \ o EI STACK HEIGHT 0 0 — — ROOF 8 ° 0 O ROOF CURB BY FLEXIBLE CONNECTION APPROX. OUTLET — — DUCT SUPPORT 'a ? `'' :2 VENTILATED ROOF THIMBLE FAN MFR. GRAVITY TYPE ( y BACKDRAFT I SIZE: 13'x10" EXHAUST I i CANT STRIP AND DAMPER FLASHING SEE ii � 3 MIN. VENTILATED ' FAN ARCHITECTURAL i! SEAL DUCT %L . ; ROOF ROOF DRAWING AIR SPACE PROVIDE 1 HOUR PENETRATION SPRING ( ENCLOSURE FROM KITCHEN HOOD. SEE ARCHITECTURAL ISOLATION lz:f 1 1 ROOF �-- EXHAUST DUCT TO DRAWING H OOD. SEE ROOF CURB, --'` BY G.C. �\ J PLAN FOR PROVIDE ROOF I MIN. GA. SHT. METAL E NOTES r SUPPORT BOILER STACK DUCTWORK AS �� NOTED ON PLANS LEVEL CURB SUPPORT SEE 1. USE NON - COMBUSTIBLE MATERIAL THROUGHOUT. :. -----�---.--.. ..____._.....__._.__.- .._m.w... 2. PITCH TO DRAIN. I;h,S� .c�:C Ut _ �I,f .: �'LC} "rTi'•'•!L:'. i 3. ACCESS DOORS PER CODE. PROVIDE DRAIN AT 16"4 FUME HOOD BOTTOM OF FAN EXHAUST DUCT SCROLL ARCHITECTURAL DRAWING - - KITCHEN HOOD BOILER FLUE DETAIL ROOF EXHAUST FAN DETAIL EXHAUST FAN DETAIL ROOF EXHAUST FAN DETAIL SCALE: NONE 517 SCALE: NONE SCALE: NONE SCALE: NONE MAINTAIN EXPANSION ,.; 7-7;� CLEARANCE PER MFR'S MANUAL RESET %if�! %' ' INSTALLATION INSTRUCTIONS , THERMAL SWITCH EXTEND EXHAUST DUCT `�._ BREAKAWAY JOINTS, BOTH SIDES OF SUB - DUCT 22" UP INTO CHASE 1/2" FILL BALL VALVE RETURN AIR OPENING ON TOP OF DUCT DAMPER SLEEVE DAMPEROKE TOILET EXHAUST BRANCH DUCT WITH THREADED CAP L 2 REFER TO FLOOR _ PROVIDE MULTIPLE ACCESS DOORS FOR DUCTWORK 60' OR WIDER OR PLAN FOR SIZE SOLDER SEAL WATERTIGHT FINISH WITH SILICONE ; ° ON SIDE OF DUCT WHEN REQUIRED ° ° TO PROVIDE ADEQUATE ACCESS TO CAULKING BEAD CONTINUOUS Y PITCH AROUND JOINT X —� ; A / FIRE DAMPER LIGHT FIXTURE 2" DEEP TRAP / tuNFRF PNFI ; I IMATIt A( Tl1GTOR : - 7 , "' ----------------- - - - - -- -- ---------- - - - - -- OUT OF AIRSTREAM L LOCATE DUCT ACCESS DOOR REQUIRED - X 5 Y _ A _�,� MOUNTING /RETAINING ANGLES ; :j,; . ON UPSTREAM SIDE OF DAMPER CEILING =2 INSTALLED PER MFR'S Y= INCHES OF WATER /LINED INSTALLATION INSTRUCTIONS SECURE BRANCH DUCT TO DUCT RISER COLUMN DUCT STATIC EXPECTED TO OPERATE AT RETURN AIR DUCT FROM PENTHOUSE UNIT. 16 GAUGE SHEET NOTES: NOTE_ METAL WITH 2" THICK, 6# DENSITY CROSS BREAK BOTTOM OF DUCT LINER 1. INSTALL ASSEMBLY IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. RATED SHAFT WALL TO SLOPE TOWARD DRAIN. SLOPE 2. PROVIDE AND INSTAL- ADDITIONAL STEEL MULLIONS FOR MULTIPLE FIRE /SMOKE DUCT RUN TO DRAIN DAMPER ASSEMBLIES. 3. PROVIDE APPROPRIATE DUCT TRANSITIONS BETWEEN SCHEDULED DAMPER SIZE AND DUCT RISER, INDICATED DUCT SIZE. REFER TO FLOOR PLAN FOR SIZE 4. PROVIDE RED IDENTIFICATION PAINT ON EXTERIOR OF DAMPER ASSEMBLY. FIRE /SMOKE DAMPER TOILET SUBDUCT DETAIL EXHAUST DUCT DFxAIN DETAIL RETURN AIR DUCT DETAIL INSTALLATION DETAIL SCALE: NONE SCALE: NONE "t SCALE: NONE -, SCALE: NONE ANGLES INSTALLED PER MFR'S 1/4° FACTORY INSTALLATION INSTRUCTIONS BREAKAWAY JOINTS -\ INSULAIION� MOUNTING/RETAINING SCREWS AND WALL MANUAL RESET THERMAL SWITCH ANGLES INSTALLED PER MFR'S INSTALLATION INSTRUCTIONS MAINTAIN EXPANSION - - -- FACTORY INSTALLED 0 CLEARANCE PER MFR'S PNEUMATIC ACTUATOR SUPPLY AIR PLENUM INSTALLATION INSTRUCTIONS LOCATED IN INTEGRAL _ LINEAR I FIRE /SMOKE FRONT ACCESS CABINET DAMPER f LINEAR DIFFUSER BETWEEN SUPPLY AIR BEATWEEN AIR P ENNUMS AND AT BOTH ENDS AS SHOWN �... -- GRILLE / PLENUMS SHALL BE USED AS RETURN OR BLANKED OFF 0 OPPOSED BLADE DAMPER �. NN FIRE /SMOKE DUCT DAMPER X' -X( � ' TYP. BETWEEN PLENUMS WALL _T ,/ / LINEAR DIFFUSER SIDE VIEW FRONT VIEW, OBD AND GRILLE REMOVED X-c.) NOTES: SEE PLANS FOR SUPPLY SUPPLY AIR PLENUM X-(TYP ) (TYP. OF 3) 1. INSTALL ASSEMBLY IN STRICT ACCORDANCE NTH MANUFACTURER'S INSTRUCTIONS. 2. PROVIDE AND INSTALL ADDITIONAL STEEL MULLIONS FOR MULTIPLE FIRE /SMOKE AND RETURN LENGTH X"(TYP. BOTH ENDS) X'0 FLEX. DUCT - - DAMPER ASSEMBLIES. CONNECTION (TYP.) 3. PROVIDE APPROPRIATE DUCT TRANSITIONS BETWEEN SCHEDULED DAMPER SIZE AND FLEX. DUCT CONNECTION (TYP.) LINEAR DIFFUSER INDICATED DUCT SIZE. X -X LONG, X SLOTS - 4. PROVIDE GRILLE PER MECHANICAL SCHEDULE. SPECIAL ORDER FRAME AND COMPONENTS - - ~- - -- - - -- - - - - - - - ~-- - OF GRILLE AS REQUIRED TO SATISFY DAMPER MANUFACTURER'S INSTALLATION INSTRUCTIONS. VERTICAL INSTALLATION ONLY, BLADES ALIGNED HORIZONTALLY. DAMPER SHALL BE FACTORY FABRICATED AND UL LISTED AS AN ASSEMBLY. FIELD FABRICATED ASSEMBLIES ARE NOT ALLOWED. FRONT ACCESS GRILLE AND FIRE /SMOKE DAMPER ASSEMBLY INSTALLATION DETAIL LINEAR DIFFUSER DETAIL LINEAR DIFFUSER DETAIL SCALE: NONE SCALE: NONE SCALE: NONE Cotor, Rumo & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \MECH \P- MDI.DWG _ M600.1 PLOT DATE: 04/25/2005 @ 4:50pm REV: 03/23/2005 CAD: morlone XREF: tb.dwg TB - A.DWG © 2003 42+40 ARCHITECTURE, INC. REGIS d� a G 0 a�aa n NA��� OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT ! - -,-% .fT A - x 7T T k- luivirtiIN Y AVON,COLORADO ARCHITECT OF RECORD A Denver, Colorado MASTER PLANNER DESIGN ARCIIITF.CI' 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 0 A 004 PRICING PKG 06.21.04 005 CD PROG SET 01. 14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 C D B A N PROJECT KEYPUN HVAC DETAILS M600.1 I I n 2003 42140 ARCHITECTURE, IN& I Cotor, Rumo & Assoc. FILENAME :P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \MECH \P- MD1.DWG - M600.2 PLOT DATE: 02/10/2005 ©9:52om REV: 01/18/2005 CAD: lisoi XREF: tb.dwg ��p� Rf G /S o 34 � t ��: D B ri NVAC PIPING Q ETAI LS 1 t E „Pr: U '.• 1�.3 I.'i c. i`4�tij i HWS MAIN _ (" PLO : i , . J _l•i; �'D � -+� .Z, ; v { .iii! \. >� i P COU ON RACK ' ___._._.__ _.____. ___ -__ _.__..--- �___.___.__ 4 I ` � } t� i r t I HWR MAIN L?= �; G1 s 7 _, - . ERAS` 3EFt}RE P. tin 1 DD STRAINER UPSTREA OF TC V ;,'_ E ; I — I� _N0 t .'._- (ERAS I�t� � EC S DER �� I � ? - SEL ECT E S .F�LA � : °G�� � E:vl �. ; TE 4 . �:�A.T:� COUPONS (TYP.) 0 S THREADED END CAP r " " " " - - - - " FOR COUPON REMOVAL FOR SYSTEN4 I?EftP:SUEL, OR F C)WI ER REQUEST._ # f COCK IMMEDIATELY & FLOW METER RACKED ON SUPPORT ------- - - - - -u (TYP-) r ------------ L__HWR AFTER ELBOW (TYP.) O O UNI U I -- -- r ------ r ------------ REMOVABLE COVER HWS I UNION OR FLANGE FOR STEEL PIPE ONLY. NOT REQUIRED 45' SUP COLLAR AROUND PIPE WITH CAULKING, 26 GA. GALVANIZED TEMPERATURE RANGE SHEET METAL -30 TO 200•F, BY M.C. I VIBRATION ISOLATOR SILENT CHECK � ( ) VALVE SUPPORT - -- 3/4' 3/4' FOR COPPER (TYP.) ( COVER BY M.C. �-� ' ' STRAINER /B OWDOWN VALVE) ATTACH UNI U -r' (W W/DRILLED ANCHORS 12" MIN_ �- POT — i� i 1� I I €€ I� I SLOPE PIPE 6 MIN. 3 4" GRAIN VALVE — STANDARD WEIGHT ---- I ? i I i t W�THREADED HOSE EPOM PAD -_ __ CONCRETE PAVER, FEEDER 1 I .:.: CONNECTION &CAP _ _ 18'x2' - -- - - - - - -- - - - - -- . MIN 18'x } I 1 s i t ! I J 1 { TO ROOF 18' MIN. ( z,.'; a d ° d BALLASTED DRAI VALVE WITH HOSE END i 12 " MIN. BY G.C. i SINGLE PLY I I I � � � � � � � � RIGID j COIL ;; j I} 1 13 f E i I '' FINISHED ROOF I ROOFING - , ROOF INSULATION d. MEMBRANE Q a ° ° 3/4' ( I€ 1! 1 I 11 f da d CONCRETE DECK I , ! I 1 i y j OPTION: + GROUT FILLED BASE /- SYSTEM CIRCULATING / PUMP I I l ; I ' f I s # l l ( ! i I 3 3(; 1 - -- CANT STRIP TAPS FOR ;.C. ROOF DECK 4" HOUSEKEEPING ""-- 3/4' PAD BY G.C. d CHEMICAL POT HOT WATER CABINET VERTICAL SPLIT CASE DOUBLE PIPE SUPPORT DETAIL FEEDER DETAIL HEATER PIPING DETAIL ROOF PENETRATION DETAIL SUCTION PUMP PIPING DETAIL SCALE: NONE 140• -5 SCALE: NONE 51 -1 SCALE: NONE 830- -8 SCALE: NONE 530 2 SCALE: NONE 540 -•4 I F_ "S ^lv N (F.RAS'E7 BEFORE PLOT11-NG) 1 DU ; "ERASE BEFORE PLOTTING) {r1B.�AT10.V c , �: •7 ; , 1 _ 1. USE AND " U ISOLATOR , =OR ALf_ ABOVE GRA.D�. APPLICATIONS A,vG ANY CRi,I- ..,r,u 3, .,=�D31e.;. ! HANGER ROD WITH VIBRATION HANGER ROD WITH VIBRATION BALANCING COCK 1_ SPEC. !NSt)L.A?lOPd FOR FLU I 2, DELETE BRANCH CWS, CWR, Cat+ +5r?EN CONDEN: i n PURL; 1S N01' 4t�.41t� RED. FLEX PIPE 13. ;.KATE: FLEX• PIPE CONNECCTORS IN V RTICAL RISII -R �: `htHEFRE STRU� T- FL -R. MOVEMENT "MAY CONNECTORS ISOLATOR AND CLEVIS HANGER ISOLATOR AND CLEVIS HANGER SUPPORTING PIPING AS CLOSE SUPPORTING PUMP MOTOR. TO PUMP AS PRACTICAL SEE SPECIFICATIONS FOR TYPE PIPE HANGER WITH ��� & FLOW MEASURING VIBRATION ISOLATOR. DEVICE SEE SPECIFICATIONS . . % . ! 2 SPEC METAL GAUGE O FLUE 1 3_ SPEC. ROOF THI.MIBLEL � `` � r PROi1f CHILLER ROOM VEtd' +,l._ATION .'ER tiMC 15 & ASHf A�F ST(J -15. f I rr �' r # (�•) I �. E DIT FLOW SWITCH' H IN!OU f' Is USING G�:''. i ......-_ w._ ._Y,.______._...._.._�_�_•_. -._ _ _ SUPPORT FROM STRUCTURE WITH ALL THREAD RODS OF ISOLATOR l ;. , (V = ff, H E�.., P. MFR • � �;�. DETAI�i_ APPLIES 3 ?O cr, OTCi - ; M.AR;N > EiOI' E•F:S, x HWS 5 SHO'V i T IBE. L. SPIKE Ode; PLANS, REMOVA '�- ' REFRIGERANT RELIEF I X PIPING UP & THRU ROOF HWS MAIN HWR MAIN MANUAL AIR VENT . Ak . S EiO'r` ESLOV�JOInN PIPING. _ . _.•_ --_ . __,._._�.. - _ ___- _ ., F7 PIPE PIPE TO 1 BALANCE VALVE H HWR - XX' FLUE 3/4" TO DISCHARGE SIDE DRAIN CIRCUIT SETTERS (TYP.) OF CHILLED WATER PUMP �r u GE CIRCUIT SETTER FOR ANTI THERMAL �- (— 41 CWR __..,�_ VENT 0 1 HWR PRESSURE GAUGE PIPE SIZES 1 -1/2° AND SMALLER SHOCK CIRC. PUMP. f HIGH LIMIT 1 AQUASTAT ( Cyr$ RELIEF PIPE I N.O. M 1/2' TUBING OR IPS. SAME MATERIAL ASME FULL BTU OPERATING RATED SAFETY N.C. OIL COOLER t AS TRANSPORT PIPING f. TAPS FOR T.C. AQUASTAT RELIEF VALVE , SET AT XX PSI N.C. I I — PURGE 1. ,I I \ P/T P/T TAPS FOR BASE MOUNTED PUMP T.C. COUPLING GUARD CONNECTION TO P TAPPING C C PROVIDED BY MANUFACTURER LOW WATER SAFETY CUT -OFF WITH BLOW- DOWN SEAL H UE CONN. FIBERGLASS ROPE DOMESTIC CW CONDENSER BACK -UP P/T PIPE FLANGES I \ UNIT \ \ HEATER SUCTION THERMOMETER GASKETING T T FOR TUBE CONDENSER _ REMOVAL (TYP.) i \ \ `,?L_Sitri$_ rdC'�� ,�'.G aE? �)s1!� �1Tr�t�„ ^ ' PUMP PROVIDE FLOW MEASURING DELETE OJT PLUG' U PRESS- CAC7GF DEVICE AND BALANCING COCK DIFFUSER' ' PRESS. GAUGE --_ BURNER FULL SIZE DOWN TO NEAREST TT P/T VIBRATION ISOLATOR t �'{- 'I \ A r_ F O >d.d PER SPEC. OR CIRCUIT SETTER (FOR PIPING 1 -i/2" AND { t3SE 'tic OR. "94' OTHER BAL4NUNG _____ ° 4 d° d CONCRETE PAD, I FLOOR DRAIN I T EVAPORATOR (TYP_) J� 4+ I ! ' — — CONCRETE PAD SMALLER •,0 +E:S DEPE 'CHANT ON PIPE '_5 ) o BY M.C. } LOW FIRE HOLD _ 1 FLOOR i O ULG �I N tT": ( ERASE BEFORE: PLOTTINC I I �A - _ .. { j 3/4' UNION OR FLANGE i. Df TERM'•sNE IF T;;V i5 NEEDED FOR STEEL PIPE /DRAIN DRAIN f 3_ JS,: CHECK �,`ALV ON I �, LI�h. ;i;sEt 'N PARAwi_E:.. PLUG 4' HIGH CONCRETE AQUASTAT ° a ! ONLY. NOT REQUIRED PAD BY GENERAL CONTRACTOR _ FLOOR 9 3/4' DRAIN VALVE N OTES; 1• FLOW METER AND BALANCE COCK REQUIRED FOR EACH CHILLER AND PUMP. 1 2. AD;% STRA;hI''`E :R. �Pr:1 .LA 1 OE T'ti� IF VALVE WITH FOR COPPER (TYP.) SYSTEM REMOOE'L, OR IF 0 K£UUI:., ` , HOSE END AND CAP 5trl'fCh REG'1, IF CU�2KE.rli Sw1TC,F iL WITH HOSE END 2. ARRANGE AND INSTALL PIPING TO ALLOW CLEANING OR REMOVAL OF TUBES. 1 USE';, THEN CiONCT US 1APS. END SUCTION FORCED DRAFT /HOT WATER CENTRIFUGAL CHILLER UNIT HEATER PIPING IN -LINE PUMP PIPING DETAIL PUMP PIPING DETAIL BOILER PIPING DETAIL PIPING DETAIL DETAIL - HORIZONTAL SCALE: NONE 5 =:0'•-7 SCALE: NONE 5F -0 1:> SCALE: NONE SCALE: NONE ti8> SCALE: NONE UNION OR FLANGE FOR STEEL PIPE ONLY. NOT REQUIRED MANUAL FOR COPPER (TYP.) AIR VENT UNION OR FLANGE PITCH UP ELEMENT FOR STEEL PIPE ONLY. NOT REQUIRED FOR COPPER (TYP.) MANUAL AIR VENT ill' �'`;(� >'�'t;'�''Iii PITCH UP r ELEMENT L — ACCESS DOORS OR 18 :T_; <. >> REMOVABLE ENCLOSURE � HWS { ' ; i t j ; ' r s j i ; t SECTIONS HWR -40 ACCESS DOORS -- ENCLOSURE ( ESCUTCHEON FLOOR ENCLOSURE SSE PLANS FOR PIPE SIZES NOTE: AND ARRANGEMENT. SEE PLANS FOR PIPE SIZES AND ARRANGEMENT. FINTUBE RADIATION FINTUBE RADIATION PIPING DETAIL PIPING DETAIL SCALE: NONE 8.i' :.', SCALE: NONE Cotor, Rumo & Assoc. FILENAME :P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \MECH \P- MD1.DWG - M600.2 PLOT DATE: 02/10/2005 ©9:52om REV: 01/18/2005 CAD: lisoi XREF: tb.dwg ��p� Rf G /S o 34 � t ��: D B ri NVAC PIPING Q ETAI LS © 2003 42140 ARCHITECTURE, IN&, CK t BEFO PLO TTi`a ` ` HWR MAIN HWS MAIN # 1 ADD STF?Aiti :R PSTi E 1�1 OF TCV i* (E;, I - cc SYS ItM REMODE ; OF ±F Ot'NE;, REQUESTS. CALIBRATED F PE - -„ R P L /^� r , HWR MAIN HWS MAIN O N (ERAS ..,r_YVL. U; itl��± i '. ADD SIRAiNER UP TREAM OF TC?i IF (�E) SYSTEM§ RE:rt?Dt:L, OR 1i_. OWNER tE:Q4'ESTS. PLUG VALVE AND VENTURI FOR PIPING 2 -1/2' AND LARGER. DRAIN CONNECTION NIPPLE CLEANOUT PLUG CWR MAIN CWS MAIN PLUG VALVE AND VENTURI FOR PIPING 2 -1/2 AND LARGER. CALIBRATED BALANCING VALVE MANUAL VENT VALVE FOR 2' AND SMALLER CWR MAIN CWS MAIN PLUG VALVE AND VENTURI FOR PIPING 2 -1/2" AND LARGER. CALIBRATED BALANCING VALVE MANUAL VENT VALVE FOR 2' AND SMALLER MANUAL BALANCING VENT VALVE VALVE VENT UNION OR FLANGE \ \\ FOR STEEL PIPE ' ONLY. NOT REQUIRED = CALIBRATED BALANCING VALVE FOR 2 AND SMALLER VENT VALVE UNION OR FLANGE FOR STEEL PIPE ONLY. NOT REQUIRED = DRAIN PAN TEE PITCH AT 1/8' PER FT_ CWR BOB- _ __(�- -1_��� - L-�1 - 7 NOTE- INSTALL AIR PIPING ON LEAVING AIR SIDE OF y v UNION OR FLANGE NC C FOR STEEL PIPE CWR -► ONLY. NOT REQUIRED NO FOR COPPER (TYP.) 0 3 -WAY BY -PASS VALVE ow _HWR FOR COPPER (TYP.) f —HWR FOR COPPER (TYP.) 006 COIL (TYP.) P / T p/• P/T T P/T C UNION GRAIN PIPE o ; C I J�„j lilt ' x 1 C T (� XX PROX. DISCHARGE MUST AIR o v !' FLOW CHILLED Y= WATER NO NC _ BE BELOW LEVEL OF DRAIN PAN. zk-' , , v a P/T 1 3 ; (3 {�t� .10 RASE E3c. >_JTTi \G COIL COND. E:�' `ij:;_ t� ''r P' r j 1 i _ COIL , ,� (,..n c: 1 l't..ilr i ?ItsT _ tttA.> . B EFORE s" :: PL T7 ?:�G} S z TRAP SEAL PAN, 3/4" CWS 1 t n r -c - 1 r c (F I i ADD STRAIN R UP, R E M O TCV I. ( 41 { TO BOTTOM p/T I SYSTEM REIMODEL, 'OR IF OWNER REQUESTS. I DRAIN PAN I NOTE: I. PROS OCE HA _ANCNIC; s� =CK iI`; BY­ PASS � AIR INSTALL CWS PIPING ON PIPING AT CONTROL VALVE. s FLOW I LEAVING AIR SIDE OF _ _ �. SPECiFI' >t�AP D!tr;,l ?StOht FO c UI�t:AT AIR HOT AIR HOT C ; COIL (TYP} AND . n 1-- R - SSi l D i N r A♦ i 7i- ?A« iATC Pr.E.>S',:RE +— WATER -+-- WATER -' ARRA ARRANGE PIPING TO .t ;=•T c,Ii�tl„ � h�v. ALLOW COIL REMOVAL FLOW COIL N GTE: FLOW COIL N GTE: 3 4 a / NGE PIPING TO AIR o v 1 ADD STRA! ; NE R UPSTREAM OF iCV IF (E' [ : r NOTE: ARRANGE PIPING TO ALLOW COIL REMOVAL. ARRANGE PIPING TO ALLOW COIL REMOVAL. ► FLOW �J ALLOW COIL REMOVAL. SYSTEM ,,�rs ,�EMJL?EL OR If" Otff�E ;t REQUESTS. j INSTALL HWS PIPING ON a: P/T P/T LEAVING AIR SIDE OF COIL. P/T P/T 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP. v 3 DRAIN VALVE W /HOSE CAP C CWS DRAIN VALVE W /HOSE CWS DRAIN AND CAP . . 2 PITCH DRAIN FOR PROPER RUN -OFF �`" (41 3/4" C 3/4" 3. MANUALLY PRIME FILL TRAP BEFORE START -UP TO FORM INITIAL DRY SEAL. 4. SUPPORT DRAIN LINES TO PREVENT SAG AND CONDENSATE OVERFLOW. TRAP COIL CONDENSATE PIPING AT DRAINPAN AS SHOWN AND DRAIN PAN t_Z7 3RUN FULL SIZE TO NEAREST DRAIN PAN I TRAP COIL CONDENSATE PIPING AT DRAINPAN AS SHOWN AND Z !7 3/ "-f RUN FULL SIZE TO NEAREST DRAIN VALVE WITH NOTE: DRAIN VALVE WITH 5_ TRAP CPAI U1 MT RF APPR(1X, 1 - 1 /2' GRFATFR THAN STATI[, PRESSI IRE AT SUPPI Y AIR PI ENUM - 1. - /' FLOOR DRAIN. FLOOR DRAIN. REFER TO DETAIL. � HOSE END CONNECTION AND CAP INSTALL HWS PIPING ON HOSE END AND CAP LEAVING AIR SIDE OF COIL (TYPICAL ALL CHILLED WATER COILS) � VAV HOT WATER HOT WATER COIL CONDENSATE DRAIN CHILLED WATER COIL CHILLED WATER COIL COIL PIPING DETAIL PIPING DETAIL PIPING DETAIL PIPING DETAIL PIPING DETAIL SCALE: NONE 83 - -12. SCALE: NONE 4 SCALE: NONE 330 --21 SCALE: NONE 830 - -22 SCALE: NONE 830- 23 _____...___ __._ qc n i t. Rt ter. C,_FOFtE ,- _ 1Tlrv�J i t; .RAIN 1c Phif?FA:n4 iF V ?F 3 FLOW SETTING DEVICE 2 - WAY TCV - MAV HWR 4 �___. _ _._�_.._ __._____ __..__________ ___ HWR MAIN HWS MAIN 1 (ERASE BEFORF PLOTTING; PLUG VALVE AND VENTURI FOR 1. ::DFD STRAi3 E;R UP`_`;Tf�EAIM, CF TCv' 1� IE' PIPING 2 -1/2" AND LARGER. SYSTEti RE:i<< }t ?EL, OR IF )41r•:cR a;E04); :STS. a CALIBRATED BALANCING VALVE �. % 7 c� ° ''' `` °`' ! 1. PRcJti�tD� FLrv, METERS 7r� C� AND Cry Ot Y f WH£ �t NOT PRO` OED A'' Pi1M ti FLOW MEASURING 2_. INEN -ATE; Af;MAANGIEMENT OF 1NLE __i;, "; /GUTL,Ei;; •:- STATIONS HWR MAIN -, PLUG VALVE AND VENTURI FOR PIPING 2 -1/2" AND LARGER. CALIBRATED BALANCING VALVE HWS MAIN MANUAL FOR 2 AND SMALLER r> c c SY�sEh REMODEL. UI? IE Or! ?tER' RwC1U�_S" STRUCTURE ABOVE HWS MAV --.. CWR 3 -WAY TCV t _ _._J FOR 2' AND SMALLER MANUAL VENT VALVE -' r ARRANGE NGE PIPING H �� ON SiH._LU�s ! PERMANENT READ I ' THERMOMETER ' P�E:SS: GA?iG?_> OR '' /`____ _ __ __ 1 t CS O O CWS -} VENT VALVE --� �_� P/T HWR C I — SUSPEND FROM OVERHEAD MANUAL AIR STRUCTURE WITH HANGER VENTS VIBRATION ISOLATOR RODS SEE SPECS CWS Y , NO I ! V UNION OR FLANGE ALLOW COIL REMOVAL. FOR STEEL PIPE ONLY. NOT REQUIRED COOLING COIL - -- - - -- - -- - - -- _ - h ��� - ��, (ERASE � FOR COPPER (TYP.) z ` UNION CLEAR SPACE AT HEATING FLEX CONNECTION (TYP.) FILTER ACCESS COIL _ C ! 1. USE EITHER 3 -V�:AY OR 2- '<+,A' _______________ NC UNION OR FLANGE ,r. t S - , -: FOR STEEL PIPE ! SAL. \� OR �,,. •i�}£ +; HOT WATER DAMPER VOLUME COIL CWR 1 CR OO �-- I '� � AIR HOT �— WATER FLOW COIL - i l ' ' i DUCT WITH NECESSARY AT �In OF PIPE RUN ----- ------- ---- -, ONLY. NOT REQUIRED �- FOR COPPER (TYP.) s 2 ADO FLOW SE' NOT . SUPPLY ( C P/T � 0 U U O I ! ( ?Iy; k; + :4s: E.RA 1 BEF OR( PLOTT;: 1 DUCT WITH ♦, ;: FAN COIL ( `' 1 °LINER �� UNIT ;; ; 1" LINER 11 11 11 ' 1 11 1 13. ADS STRA! \F_R iP:;T; ?E.Am, '. .' FAN ,_. 1 IF SY`S� T4I, RE (- P/T j . NEP IUP Ifllv II- I - -- `; _ - -- P/T (TYP.) ` -� t ._ Cl 1N >.r.. rc._I ItJt.: �._...__.� �_�__ }' '------------ - - - - -� P/T _ "A' TYPE CHILLED ;III P T AIR O 5Y':;�iF_:�. R..',,,' I_;., C'. - . C)�i+;`.n ct Uw. >.. . P/T - �+4 -HWR — I �� - -- - WATER COIL P - - - -, - - - -- - -- FLOW = ( U PFHX 1 v C I ARRANGE A PIPING TO - ---HWS (------------------ - DRAW PAN_ I PRESSURE ALLOW COIL REMOVAL T I �--�/ -CWR --I ; - - - - -1 E DRAW VALVE P T O GAUGE I - - - - - -- ; HEATING COIL ; I / / �n �-- CWS ; - - - - - -- ----------------------- -- - -- -- - - -- P/T I C �` Pip) AIR HOT z -0-- WATER NOTE: FLOW COIL / IF I �` -' - DUCT ACCESS O O CONNECT ONH( P/T P/T t AVING R SIDE (TYP-) Z CEILING UNION OR FLANGE DRAIN VALVE j � SPRING VIBRATION DOOR NOTE: INSTALL 3/4" GRAIN VALVE WITH PIPING ON HOSE END AND CAP HOUSEKEEPING C p WITH HOSE AIR DEVICE FOR STEEL PIPE END AND CAP ISOLATOR LOW -LEAK TEMP, LEAVING AIR SIDE OF COIL AIR PAD O O C AIR DEVICE ONLY. NOT REQUIRED FOR COPPER (TYP.) CONTROL DAMPER STRUCTURAL SUPPORT � _ � .� 3/4' GRAIN VALVE 3/4" DRAIN VALVE WITH f HOSE END AND CAP BY UNIT MFR. - � -"""�� TO ELEVATE UNIT o W /HOSE END CONN. HORIZONTAL CEILING FAN VERTICAL FAN COIL DUCT HEATING COIL PLATE AND FRAME HEAT MULTI - SECTION HOT WATER COIL UNIT PIPING DETAIL UNIT PIPING DETAIL INSTALLATION DETAIL EXCHANGER PIPING DETAIL COIL PIPING DETAIL SCALE: NONE 83 == 2: SCALE: NONE 5,15 SCALE: NONE SCALE: NONE SCALE: NONE o �Qp4 REGIS o�o��yo•�'o 3 •O OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD A TECTURE 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 P.NGINF.ERING, INC. VAIL, COLORADO INrI'ERIOR DESIGN SIJFER DESIGNS EDWARDS, COLORADO PROJECT NUTMBER: 20826.01 ISSUE REVISION DATE Cotor, Rumo & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \MECH \P-- MDI.DWG - M600.3 PLOT DATE: 02/10/2005 @ 9: 52om REV: 01/18/2005 CAD: lisoi XREF: tb.dwg 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERNUT /BID 02.15.05 D B k7\ A no,cr N PROJECT KEYPILAN HVAC PIPING D ETAI LS I M600.3 II TOWER B 4' KITCHEN 3 - (1135 MBH) i- BOILERS —G(2 PSI) - 10'(52,500 MBH 12 -, 1 GAS REG• BY UTILITY CO. GAS COCK BY UTILITY CO. 2 PSIG GAS MAIN S, TION ; 4 4773 1 KITCHEN 6' 3'(1450 MBH) t -----f SECTION 1 6'(10,465 MBH) SECTION D 5 (10,069 MBH) SECTION 5 4'(3970 M TOWER A C3 3 <`r 4" TOWER TOWER C D 5' 4" d d CV 1' ell 3 4 5296 MBH)- - SECTION 49 SECTION B 4. 5'(9209 MBH, 6F9,278 MBH) 4" G� TO EMERGENCY 12- GENERATOR 40. (7780 MBH) 2 PSI 6 - LONG DIRT LEG GAS METER BY UTILITY CO. (79,558 MBH AT 2 PSIG) 6"HIGH CONCRETE PAD (- FINISHED GRADE GAS MAIN BY UTILITY CO. GAS PIPING SYSTEM SCHEMATIC SCALE: NONE PROVIDE DRY CONTACT FOR FRONT DESK ALARM SYSTEM. WALL MOUNTED PUMP CONTROL W/ HIGH WATER ALARM LIGHT & BUZZER; PROVIDE REMOTE ALARM LIGHT & BUZZER AT PANEL PRECAST REINFORCED CONCRETE SUMP BASIN, HIGH WATER ALARM PUMP #2 'ON' — PUMP 1 1 'ON' — PUMP - OFF' PRECAST REINFORCED CONCRETE SUMP BASIN, ANCHOR PUMP LIFT CHAIN TO HIGH WATER ALARM INSPECTION COVER PLATE. PUMP J2 - ON - GATE VALVE PUMP #1 - ON' -- 6 PUMP DISCHARGE DUPLEX PUMPS PUMP - OFF" 4' 95% COMPACTED 12'- 0'X6' -0' BEDDING MATERIAL CONTRUCTION SHALL BE SIMILAR TO SP -1 SUMP. • • - A SCALE: NONE COORDINATE INSTALLATION WITH CIVIL AND STRUCTURAL ENGINEERS. DOMESTIC WATER AND FIRE PROTECTION WATER SERVICE SLEEVE DETAIL SCALE: NONE Cotor, Rumo &Assoc. FILENAME: H: 04119 \01 -09 -05 DRAWINGS \P- MD2.OWG _ M600.4 PLOT DATE: 10/06/2005 ®4: 41 pm REV: 09/30(2005 CAD: KKR XREF: tb.dwg 1 /2" 1 WCO W T 7 N 3' d r e • p, r d .. a ' ° ••.• + _ ° I ° t NOTE: SEE PLANS FOR SIZES AND ROUTING. COMMERCIAL FOOD WASTE DISPOSER DETAIL SCALE: NONE JOSAM MODEL FINISHED GRADE N0, Z -58850 CLEANOUT HOUSING d \ \ 4 . I 6" DEEP CONCRETE i PAD, 8" BEYOND 4- ---- -� ° ALL SIDES OF CLEANOUT 80DY. / \/ / \ / \/\ \ \ / \ / \ / \% \\ \%/ MULTIPLE CLEANOUTS �/ / \ / / \ / / \// //\ \ / / \ / / \ / / \ / INSTALLED SIDE BY SIDE SHALL BE IN SINGLE CONCRETE PAD. CAST IRON CLEANOUT FER- � /� / /� / /� / /� //� / /� / //' _..._ COMBINATION Y & INSTALLATION, TOP OF 1/8 BEND FITTING CLEANOUT SHALL BE 2 - 1/2" MAX. BELOW TOP OF COVER. FLOW Y V I 95% COMPACTED BEDDING MATERIAL (CHILLER ROOM) SE -2 SEWAG EJECTOR AND BASIN DETAIL T I 1 I f i I 1 1/2" HW & CW SUPPLY PIPES IN WALL ( 1 1 ( I ( 2" VENT I y CLOTHES WASHER SUPPLY & DRAIN BOX 1 i x 30" HIGH STANDPIPE IN WALL 2 11 42 2" WCO , t 2" COMBO f FITTING FLOOR 2" WASTE hw&l SCALE: NONE JOSAM MODEL NO. Z -58850 CLEANOUT HOUSING 6" DEEP CONCRETE PAD, 8" BEYOND // ° ALL SIDES OF \•° MULTIPLLE INSTALLED SIDE BY SIDE SHALL BE IN \ SINGLE CONCRETE PAD. COMBINATION Y & 1/8 BEND FITTING FLOW FINISHED GRADE e CAST IRON CLEANOUT FER- RULE WITH RAISED HEAD BRASS PLUG. LUBRICATE PLUG THREADS WITH GREASE AFTER INSTALLATION. TOP OF CLEANOUT SHALL BE 2 -1/2" MAX. BELOW TOP OF COVER. SURFACE CLEA NOUT (SCO) 2 -WAY SCALE: NONE a (2)30" HEAVY DUTY CAST IRON, GASKETED, _ LOCKABLE, MANHOLE COVERS & RINGS, NON- ROCKING DESIGN. SUITABLE FOR HEAVY TRUCK TRAFFIC. —� J -BOX SEC11ON C 4 "(3970 MBH) GAS REGULATOR TYP 2 PSIG IN, 7'W.C. OUT. LOCATED IN GARAGE LEVEL ONE ASI� -30-30 ----4" SUMP VENT -j- EXPANSION JOINT; ALL I AROUND BASIN AT FLOOR SLAB. i C I f -- WCO (OPTIONAL) a I I FD B FO SIZE • I , w' _ \ \�� INSPECTION COVER PLATE. / 3 211 4 >1 211 6' PUMP DISCHARGE 6 " 95% COMPACTED BEDDING MATERIAL (CHILLER ROOM) SE -2 SEWAG EJECTOR AND BASIN DETAIL T I 1 I f i I 1 1/2" HW & CW SUPPLY PIPES IN WALL ( 1 1 ( I ( 2" VENT I y CLOTHES WASHER SUPPLY & DRAIN BOX 1 i x 30" HIGH STANDPIPE IN WALL 2 11 42 2" WCO , t 2" COMBO f FITTING FLOOR 2" WASTE hw&l SCALE: NONE JOSAM MODEL NO. Z -58850 CLEANOUT HOUSING 6" DEEP CONCRETE PAD, 8" BEYOND // ° ALL SIDES OF \•° MULTIPLLE INSTALLED SIDE BY SIDE SHALL BE IN \ SINGLE CONCRETE PAD. COMBINATION Y & 1/8 BEND FITTING FLOW FINISHED GRADE e CAST IRON CLEANOUT FER- RULE WITH RAISED HEAD BRASS PLUG. LUBRICATE PLUG THREADS WITH GREASE AFTER INSTALLATION. TOP OF CLEANOUT SHALL BE 2 -1/2" MAX. BELOW TOP OF COVER. SURFACE CLEA NOUT (SCO) 2 -WAY SCALE: NONE a (2)30" HEAVY DUTY CAST IRON, GASKETED, _ LOCKABLE, MANHOLE COVERS & RINGS, NON- ROCKING DESIGN. SUITABLE FOR HEAVY TRUCK TRAFFIC. —� J -BOX SEC11ON C 4 "(3970 MBH) GAS REGULATOR TYP 2 PSIG IN, 7'W.C. OUT. LOCATED IN GARAGE LEVEL ONE ASI� -30-30 ----4" SUMP VENT -j- EXPANSION JOINT; ALL I AROUND BASIN AT FLOOR SLAB. i C I f -- WCO (OPTIONAL) a I I FD B FO SIZE O VENT SIZE REMARKS 2" 1 Y- \ \�� INSPECTION COVER PLATE. / 3 211 4 >1 211 6' PUMP DISCHARGE 6 " 3 11 /\ ® PROVIDE FULL SIZE CLEANOUT WHEN ON GRADE AND MORE THAN 5' -0" FROM MAIN. © PROVIDE MINIMUM 2" VENT IF BELOW GRADE. FLOOR DRAIN /SHOWER WASTE A ND VENT ISOMETRIC SCALE: NONE PROVIDE DRY CONTACT FOR FRONT DESK ALARM SYSTEM. WALL MOUNTED PUMP CONTROL W/ HIGH WATER ALARM LIGHT & BUZZER; PROVIDE REMOTE ALARM LIGHT & BUZZER AT PANEL l . d • , 'I• \\ \� PD $"_ C.i. INLET PIPE �■r OUTSIDE BUILDING FOUNDATION WALL FINISHED _�_. /• GRADE a ANCHOR ROD. 1/2"0 UP TO 3" PIPE. 5/8 FOR 4" & 5" AND d' ° .4 ° ` . 3/4 FOR 6" PIPE REQUIRED i f 1 STEEL HANGER ANCHOR• MINIMUM / - -- p --- T - - --- ------- - - - - -K 1"Is COVER �� ..a -r -- ------- r-i 4 ' t t 1 2" r -- - -1 - - r -------- - --- -- - 4 -- 1 - ----- -- - t SERVICE ' INSIDE DOM. WATER OR BUILDING FIRE SERVICE PIPE ( 1 1 i I i 1 I 1 LINK SEAL l !J 1 -1/4" STEEL PLATE STANDARD WEIGHT STEEL SIZE AS REQUIRED PIPE 2" O.D. LARGER THAN d a'' WATER SERVICE PIPE WITH ` a WELDED STEEL ANCHOR AND WATER STOP PLATE SET IN SLEEVE FOR BOLT 1-1/2" THREADED FOUNDATION WALL ( ROCS (TYP.) SCALE: NONE SOLENOID VALVE SA \ ?' ATMOSPHERIC VACUUM BREAKER 1 2 • 1 PRE -RINSE f I 1/2 - - 1/2' I i MIXING TEE BY OTHERS -- -�� FLOOD RIM /COUNTER TOP DISPOSER BY OTHERS FLOOR HEAVY DUTY 72 _ MANHQLE COVER SUITABLE CD FOR AUTOMOBILE TRAFFIC. 0 WITH VAPOR SEAL PROVIDE 24 INSET SECONDARY MANHOLE COVER WITH VAPOR SEAL FOR QUICK ACCESS r- J -BOX T r- ----4 SUMP VENT I EXPANSION JOINT, ALL AROUND BASIN AT FLOOR SLAB. I I I <• /�\/ 6 \ ° • — ANCHOR PUMP LIFT CHAIN TO \ \ \�� INSPECTION COVER PLATE. / 4 GATE VALVE 6' PUMP DISCHARGE /\ r r, It DUPLEX PUMPS 4' SCALE: NONE PLUMBING D ETAI LS I •11 q i R r L r r, It 3, �Y 't. YT�t•k 1 r �s Y D , �t OWNP,RIDEVELOPER VAIl, RESORTS DEVELOPMENT COMPANY AVON. COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER & DESIGN ARCHrrECT :HART I HOWL NEW TORS, NEW YORK S•rRUCTURAt ENGINEER MONROE & NEWELL ENGDJEERS, ENIC AVON, COLORADO MEP ENGINEERS CATOR, RU MA AND ASSOCLATES, 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 PROD 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT/1311) 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /0. ZU.C)5 N IL PROJECT BEYPLAN PLUMBING D ETAI LS I •11 FINISHED PRECAST REINFORCED GRADE CONCRETE MANHOLE OUTLET SIZE RINGS TO GRADE 4 TYPICAL OF (2). 4'SCO POWERS 434 COATS OF POLYURETHANE 24» . 24" HEAVY DUTY CAST IRON MANHOLE COVER & RING, NON - ROCKING DESIGN; TOP SHALL BE FLUSH WITH FINISHED GRADE. TYPICAL OF (2). 3" C.I. ADD \\ VENT 24" / \/ . e SEAL JOINTS WITH WATER LEVEL --___ 2 a JOINT SEALANT C.I. COMBO .4 ' 2 „ ° 64" ' 32" n a 72 40 2 ' 25" GROUT (TYP.) d , - fyi.'t i, L / S. \ 95% M 5 ° COMPACTED CT£D BEDDING MATERIAL /%\/% \ / % \ / / \� / \ / / \ / / \ / / \r % \ / % \ / % \ //\ \ / % \ / % \� / \ % /� / / \/ X t X r \ \r \\ \ r\\ r\\ r\ \r \ \r \ \r \ \r \ \r \ \r \ \r \ \r \ \r \ \r \\ \ \r \ \r \ \/ "I A RAM -NEK 8 ' -O" x 4' -0" 5 " 5' 4"SCO 4 "SCO SANI -TEE / Xs� PRECAST REINFORCED CONCRETE BASIN; SAND AND OIL INTERCEPTOR DETAIL (750 GALLONS) SCALE: NONE KEY NOTES �1 PLUG VALVE. PROVIDE VALVE BOX AT GRADE WITH GAST IRON REMOVABLE COVER. PROVIDE VALVE HANDLE EXTENSIONS TO ALLOW VALVE ACTUATION FROM ABOVE THE VAULT. 0 LADDER RUNGS. TYPICAL. O3 PROVIDE SLEEVE AND LINK SEAL. TURN DOWN 90' WITH N.O. PLUG SUB - SURFACE DRAIN. VALVE -6 SEE CIVIL /STRUCTURAL -30"0 MANHOLE FOR MORE INFO. 7 12"E :M(D ° 2 2 t CAST IRON TO SS / N.O. SD ,...� s "sD UP A DUCTILE IRON N 0 ADAPTOR t 0 CAST IRON DUCTILE IRON C SD--- ---- -- j 6 UP 12" • • e 12" `J SO - O 6 UP 2 -WAY SCO O 3 (D ° 3 C SD 6 "SD UP C - - -- ---------------------- - - - - -- ------- - - - --0 6 "V UP SP 18 C - -- -------------- 0 6 "V UP 7' -14' -- PLAN MEW PROVIDE DRY CONTACT FOR FRONT DESK DOC ALARM SYSTEM. WALL MOUNTED PUMP CONTROL PANEL CD WITH HIGH WATER ALARM LIGHT 0 & BUZZER; PROVIDE REMOTE ALARM LIGHT & BUZZER AT PANEL. 1. SEAL ALL PENETRATIONS WATERTIGHT, 2. SEE PLANS FOR PIPE SIZES, INVERT ELEVATIONS AND ROUTING. 3. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON. 4. WALLS AND BOTTOM SHALL BE REINFORCED THROUGHOUT WITH 26, 6/10 MESH. 5. COVER SHALL BE REINFORCED LONGITUDINALLY WITH NO. 6 REBAR ON 6" CENTERS, NO. 4 REBAR ON 6" CENTERS WIDTH WAYS, AND NO. 8 REBAR DIAGONALLY AROUND ACCESS HOLES. 6. VAULT SHALL MEET THE APPROVAL OF LOCAL AUTHORITY. 7. MAX. 10' -0" BETWEEN MANHOLES. 8. ALL CONSTRUCTION SHALL CONFORM TO H -20 BRIDGE LOADING. 9. VAULT WALLS AND BOTTOM SLAB SHALL BE DESIGNED FOR AN EQUIVALENT FLUID SOIL PRESSURE OF 40 Pcf /ft. INCLUDING TRUCK LOADING SURCHARGE NOTED IN NOTE 8 ABOVE, 10. RAISE MANHOLE TO t1/4" ABOVE FINISHED FLOOR. 11. CONSTRUCTION SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. DUCTILE IRON 15 "CAST IRON � SD i t 6" PUMP DISCHARGE 1 I I 6'-4 t --- PLUG OR BUTTERFLY VALVE 30" HEAVY DUTY CAST IRON, GASKETED, I I LOCKABLE, MANHOLE COVER & RING, I NON- ROCKING DESIGN. SUITABLE I FOR HEAVY TRUCK TRAFFIC. CONC. GARAGE FLOOR. 6 "-�-� 1 J -BOX J -BOX < 1 1 1 1 1 ° ADJUST TO '/ ----- - - - -- ---------------- SUIT SUIT J \' \/ \/ \/ \/ \/ o � \ \� \ \\� \ \I - - - -- 12 „ '� o r - - -- - - - - - -- - -- J t / - \ \ \ \ EXPANSION JOINT 4 t ALL AROUND AT N FLOOR SLAB. (TYP) m m 15" 15" 15" --BLIND FLANGE d N.O. 18 . N.C. ( d 1 HIGH WATER ALARM ALARM 18 6" 13$ PUMP h6 ON ON ° C 6 6" PUMP #A ON o o tC ON o no 7 d 6" PUMP DISCHARGE TYP. 60" 72" OD d PUMP "OFF" 1 N.0 d 6" 12 5" 120FF" 12a 6" DUPLEX SUMP PUMP TYP SP-18 SP 18 Se 1 C 8" 6' SIDE ME SP-1 SUMP PUMP AND VAULT DETAIL SCALE: NONE I 'el I -CHECK VALVE i � _! I. SEAL ALL PIPE PENETRATIONS WATERTIGHT. 2, SEE PLANS FOR PIPE SIZES, INVERT ELEVATIONS AND ROUTING. 3. SECONDARY COMPARTMENT HAS VOLUME EQUAL TO 1/3 OF TOTAL CAPACITY. 4. ALL PIPE AND FITTINGS SHALL BE CAST IRON WALLS , AND BOTTOM SHALL BE REINFORCED THROUGHOUT W/ 24, 6 /10 MESH. 5. COVER SHALL BE REINFORCED LONGITUDINALLY W/ NO 6 REBAR ON 6" CENTERS, NO. 4 REBAR ON 6" CENTERS WIDTH WAYS, AND NO. 8 REBAR DIAGONALLY AROUND ACCESS HOLES, 6, SAND AND OIL INTERCEPTOR SHALL MEET THE APPROVAL OF LOCAL AUTHORITY . 7, ALL CONSTRUCTION SHALL CONFORM TO H -20 LIVE LOAD LOADING . 8, INTERCEPTOR WALLS AND BOTTOM SLAB SHALL BE DESIGNED FOR AN EQUIVA- LENT FLUID SOIL PRESSURE OF 30 Pcf /ft . INCLUDING TRUCK LOADING SURCHARGE 9. G NOTED IN NOTE 10 ABO VE 10. DESIGN CRITERIA: UNIT WEIGHT OF SOIL = 120 Pcf, LIVE LOADS = AASHTO H -20, CONCRETE STRENGTH = 4000 Psi (TYPE 11 CEMENT) . SAND /OIL INTERCEPTOR SIZING PARKING GARAGE - NO WASHDOWN 2000 SF PER CUBIC FOOT OF VOLUME 128,000 SF / 2000 = 64 CUBIC FEET 64 CF x 7.48 GALLONS = 478 GALLONS FINISHED GRADE - C.I. COMBO 128" 106" 959 COMPAC TEo BEDDING MATERIAL PRECAST REINFORCED CONCRETE MANHOLE RINGS TO GRADE TYPICAL OF (2). 24' HEAVY DUTY CAST IRON MANHOLE COVER & RING, NON- ROCKING DESIGN; TOP SHALL BE FLUSH WITH FINISHED MAnc TVnI11A1 nc /n1 4'SCO NOTES GI-1 RESTAURANT /BANQUET KITCHEN GREASE INTERCE DETAIL 14500 GALLON) SCALE: NONE FINISHED PRECAST REINFORCED 24" HEAVY DUTY CAST IRON NOTES GRADE CONCRETE MANHOLE MANHOLE COVER & RING, RINGS TO GRADE NON - ROCKING DESIGN; TOP 1• SEAL ALL PIPE PENETRATIONS TYPICAL OF (2). SHALL BE FLUSH WITH FINISHED WATERTIGHT GRADE. TYPICAL OF (2). 4'SCO 4'SCO 4 » SCO 4'SCO 2. COAT INTERIOR OF BASIN WITH (2) COATS OF POLYURETHANE °.. 3" C.I. 3• SEE PLANS FOR PIPE SIZES, INVERT 24 VENT // 24" / / //\ ELEVATIONS AND ROUTING SANI -TEE \ 1 4. SECONDARY COMPARTMENT HAS \� / / \ \ //� VOLUME EQUAL TO 1/3 OF TOTAL CAPACITY M OBO .. .. 5. ALL PIPE AND FITTINGS SHALL BE CAST IRON SEAL JOINTS WITH BUM RESIN ` 6. WALLS AND BOTTOM SHALL BE JOINT SEALANT \ / \ \ / \ \ / \\ \ \/� REINFORCED THROUGHOUT WITH C.I. COMBO 24, 6/10 MESH ° 48„ °•.d / /� \� /� \� /� \ \ / /�/ 7. R EINFORCED LONGITUDINALLY WITH NO.6 REBAR 86 74 72' r ON 6" CENTERS, N0.4 REBAR ON ' 6" CENTERS WIDTH WAYS, AND �-� PRECAST REINFORCED NO.8 REBAR DIAGONALLY AROUND 15 , �- / CONCRETE BASIN; ACCESS HOLES \ \\ \ 9. 1 8• GREASE INTERCEPTOR SHALL MEET °. \: . 4 / THE APPROVAL OF LOCAL AUTHORITY. / / "1 :�'.. •W MAX. 10' 0 N MANHOLES BE M 0 •: °�:..,,;:�.:'� ,. ' TWEE LES 95� COMPACTED i� BEDDING MATERIAL 10. ALL CONSTRUCTION SHALL CONFORM TO H -20 BRIDGE LOADING. 12' -O "X 6 -0" 5' 5° 11. INTERCEPTOR WALLS AND BOTTOM SLAB SHALL BE DESIGNED FOR AN EQUIVA- LENT FLUID SOIL PRESSURE OF 40 Pcf /ft. INCLUDING TRUCK LOADING SURCHARGE NOTED IN NOTE 10 ABOVE, GI -2 RETAIL TENANTS /KITCHENS GREASE INTERCEPTOR DETAIL (2500 GALLON) SCALE: NONE TO DUPLEX - WATER HEATER PIPING FROM KITCHENS CP - DETAIL THIS SHEET. 2-- - -- - - -- 140' - - -- 1 - -- - - -- - -- - - -- 2" �-- - -- 2M 140' - -- - -- 2'� n3» 171 til 2 - -- -- - ---•s- -- -- -- -- - (2 -- -- - - -- -- - » ]- - - -+� -- -140 - -- -- -- 3 » � -- -- �-- 0 -200' \-TO KITCHENS _,_,�_S 3 „ � - 1 2 TMV T HERMOSTATIC 3' TO SYSTEM � ERMOSTATIC MIXING VALVE t �- -- _ - - - -- t -- - -_ - -- -+ -- -,.r -HWR- - ­G41111- 1- t -- HWR -- -- t HWR ^- TMV-1 THERMOSTATIC MIXING VALVE 2' 2 » � �---- HWS -- I I HWS - HWS t t t i t i 3» t NOTE: 3' 3' 0 -200' PROVIDE DIELECTRIC UNIONS i t� 2 » » t 2 »� 2' WHERE REQUIRED. I I 3/4 PIPE FULL SIZE I I "t T t' & OPEN -SITE TO I K0. N.O. » N.C. » N.C. FLOOR DRAIN I t � - -�- _ - PTRV BY i s - - - UNIT MFR. � COMPOUND PRESS./ I I TEMP, GAUGES BY I 1 1/2' t I i MFR. t I 1 1/2" 1 1/2- ®® DET_t FROM SYSTEM f 1 1/2 If 1 1/2 - I EXP. TANK. DOMESTIC HOT N.O. N.C. DRAIN VALVE BY I HWG-1 WATER GENERATOR HWG-2 I _ MFR. PROVIDE I t PRESS. S, I 171 <,- __ --"` t WHOSE END I fill �2» i » 2 t 3 3 2 i ' ( I I N.O. N.C. f- SW - -- - -SW \ CW SUPPLY 3' �3» ( HWS HWS tt 1 � � 1 SYMBOL 1 SEAL ALL PIPE PENETRATIONS INLET SIZE OUTLET SIZE WATERTIGHT 4 2• COAT INTERIOR OF BASIN WITH (2) POWERS 434 COATS OF POLYURETHANE 1 1/2' 3. SEE PLANS FOR PIPE SIZES, INVERT \ % TMV -2 ELEVATIONS AND ROUTING I -TEE \ \\ 4. SECONDARY COMPARTMENT HAS 100 1 28 VOLUME EQUAL TO 1/3 OF TOTAL CAPACITY MBO 5. ALL PIPE AND FITTINGS SHALL BE CAST IRON 6. WALLS AND BOTTOM SHALL BE REINFORCED THROUGHOUT WITH 24, 6/10 MESH 7. COVER SHALL BE REINFORCED LONGITUDINALLY WITH NO.6 REBAR ON 6 CENTERS, NO.4 REBAR ON 6' CENTERS WIDTH WAYS, AND PRECAST REINFORCED NO.8 REBAR DIAGONALLY AROUND CONCRETE BASIN; ACCESS HOLES 8• GREASE INTERCEPTOR SHALL MEET THE APPROVAL OF LOCAL AUTHORITY. 9. 1 fl - MAX. 10 0 BET N MANN WEE OLES 10. ALL CONSTRUCTION SHALL CONFORM TO H -20 BRIDGE LOADING. 11. INTERCEPTOR WALLS AND BOTTOM SLAB SHALL BE DESIGNED FOR AN EQUIVA- LENT FLUID SOIL PRESSURE OF 40 Pcf /ft. INCLUDING TRUCK LOADING SURCHARGE NOTED IN NOTE 10 ABOVE. GI-1 RESTAURANT /BANQUET KITCHEN GREASE INTERCE DETAIL 14500 GALLON) SCALE: NONE FINISHED PRECAST REINFORCED 24" HEAVY DUTY CAST IRON NOTES GRADE CONCRETE MANHOLE MANHOLE COVER & RING, RINGS TO GRADE NON - ROCKING DESIGN; TOP 1• SEAL ALL PIPE PENETRATIONS TYPICAL OF (2). SHALL BE FLUSH WITH FINISHED WATERTIGHT GRADE. TYPICAL OF (2). 4'SCO 4'SCO 4 » SCO 4'SCO 2. COAT INTERIOR OF BASIN WITH (2) COATS OF POLYURETHANE °.. 3" C.I. 3• SEE PLANS FOR PIPE SIZES, INVERT 24 VENT // 24" / / //\ ELEVATIONS AND ROUTING SANI -TEE \ 1 4. SECONDARY COMPARTMENT HAS \� / / \ \ //� VOLUME EQUAL TO 1/3 OF TOTAL CAPACITY M OBO .. .. 5. ALL PIPE AND FITTINGS SHALL BE CAST IRON SEAL JOINTS WITH BUM RESIN ` 6. WALLS AND BOTTOM SHALL BE JOINT SEALANT \ / \ \ / \ \ / \\ \ \/� REINFORCED THROUGHOUT WITH C.I. COMBO 24, 6/10 MESH ° 48„ °•.d / /� \� /� \� /� \ \ / /�/ 7. R EINFORCED LONGITUDINALLY WITH NO.6 REBAR 86 74 72' r ON 6" CENTERS, N0.4 REBAR ON ' 6" CENTERS WIDTH WAYS, AND �-� PRECAST REINFORCED NO.8 REBAR DIAGONALLY AROUND 15 , �- / CONCRETE BASIN; ACCESS HOLES \ \\ \ 9. 1 8• GREASE INTERCEPTOR SHALL MEET °. \: . 4 / THE APPROVAL OF LOCAL AUTHORITY. / / "1 :�'.. •W MAX. 10' 0 N MANHOLES BE M 0 •: °�:..,,;:�.:'� ,. ' TWEE LES 95� COMPACTED i� BEDDING MATERIAL 10. ALL CONSTRUCTION SHALL CONFORM TO H -20 BRIDGE LOADING. 12' -O "X 6 -0" 5' 5° 11. INTERCEPTOR WALLS AND BOTTOM SLAB SHALL BE DESIGNED FOR AN EQUIVA- LENT FLUID SOIL PRESSURE OF 40 Pcf /ft. INCLUDING TRUCK LOADING SURCHARGE NOTED IN NOTE 10 ABOVE, GI -2 RETAIL TENANTS /KITCHENS GREASE INTERCEPTOR DETAIL (2500 GALLON) SCALE: NONE TO DUPLEX - WATER HEATER PIPING FROM KITCHENS CP - DETAIL THIS SHEET. 2-- - -- - - -- 140' - - -- 1 - -- - - -- - -- - - -- 2" �-- - -- 2M 140' - -- - -- 2'� n3» 171 til 2 - -- -- - ---•s- -- -- -- -- - (2 -- -- - - -- -- - » ]- - - -+� -- -140 - -- -- -- 3 » � -- -- �-- 0 -200' \-TO KITCHENS _,_,�_S 3 „ � - 1 2 TMV T HERMOSTATIC 3' TO SYSTEM � ERMOSTATIC MIXING VALVE t �- -- _ - - - -- t -- - -_ - -- -+ -- -,.r -HWR- - ­G41111- 1- t -- HWR -- -- t HWR ^- TMV-1 THERMOSTATIC MIXING VALVE 2' 2 » � �---- HWS -- I I HWS - HWS t t t i t i 3» t NOTE: 3' 3' 0 -200' PROVIDE DIELECTRIC UNIONS i t� 2 » » t 2 »� 2' WHERE REQUIRED. I I 3/4 PIPE FULL SIZE I I "t T t' & OPEN -SITE TO I K0. N.O. » N.C. » N.C. FLOOR DRAIN I t � - -�- _ - PTRV BY i s - - - UNIT MFR. � COMPOUND PRESS./ I I TEMP, GAUGES BY I 1 1/2' t I i MFR. t I 1 1/2" 1 1/2- ®® DET_t FROM SYSTEM f 1 1/2 If 1 1/2 - I EXP. TANK. DOMESTIC HOT N.O. N.C. DRAIN VALVE BY I HWG-1 WATER GENERATOR HWG-2 I _ MFR. PROVIDE I t PRESS. S, I 171 <,- __ --"` t WHOSE END I fill �2» i » 2 t 3 3 2 i ' ( I I N.O. N.C. f- SW - -- - -SW \ CW SUPPLY 3' �3» ( HWS HWS tt 1 � � 1 SYMBOL MFR MODEL INLET SIZE OUTLET SIZE GPM PD PSIG REMARKS TMV -1 POWERS 434 1 1/4' 1 1/2' 100 28 ROUGH BRONZE TMV -2 POWERS 434 1 1/4" 1 1/2" 100 1 28 ROUGH BRONZE 71 LOW PRESSURE THERMOSTATIC MIXING VALVE PIPING DETAIL SCALE: NONE 4" HIGH CONC. PAD. TEMPERATURE REGULATOR B(k.T UNIT TO PAD. BY UNIT MANUFACTURER nl. np rotor, Rumo & Assoc. FILENAME: H: \04119 \01 -09 -05 DRAWINGS \P- MD2.DWG - M600.5 PLOT DATE: 10/06/2005 ® 4: 42pm REV: 09/30/2005 CAD: KKR XREF: tb.dwg NOTES r y� I x x S { , y ii { d Rag OWN FR/DR V ELOPER VAIL RESORTS DEVELOPMENT' COMPANY AVON, COLORADO ARCHITECT OF RECORD l ■ ARCNfT7c�7tJRE Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE &NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGLEERS CATOR, RU'MA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO IVTERiO DESIGN INTERIOR S SLIFER DE "I ,NS 5C EDW ARDS,COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 002 DD FROG 1 04.12.04 003 DD FROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT/BID 02.15.05 007 PERMIT REV 03.24.03 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD PROD. 2R 07,01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /fl.?.�'o�' A A A 0 PROJECT N PROJECT REYPLAN I 0. 0 %11 5" 5" OUTSIDE BUILDING FOUNDATION WALL FINISHED j --- -- - - - GRAOE� �� •�' 4 ANCHOR R00. 1/2 "0 UP TO 3" 2 "LCO - - -- PIPE. 5/8 0 FOR 4" & 5" AND OPEN TOP ° d ''' • = 3/4" FOR 6" PIPE REQUIRED 2 DISCHARGE PIPING •� ° • GATE OR BALL VALVE ie . a . \ / /� // a d .. ,..' .. SEAL BASIN — — — — — i \ \ / \ \ \�� • . " a ` ,• ALL AROUND. ! SEE I i 1 / 2" l CIVIL ss ' a ---- - - --- -- ----- -- -- --- - -- . . T & P RELIEF •• -. �= I CHECK ' •' DIALECTRIC ! i 2 PLUG INLET \ \ \\ \\ \ UNIONS CLAMP TO PIPE FULL SIZE DOWN SERVICE f I INSDE 1 AND OPEN -SITE / � - - - - -- -- / \ \� \ \ / \\ OVER NEAREST BUILDING / / \ / / \// ----- - - = - -- - - - - - -- / \� /� 1 EXPANSION PIPE \ \ - - - - -- SUMP PUMP TANK FLOOR DRAIN STORAGE WATER TANK HEATER LINK SEAL ° \�\� \\�/ \ / /\ 1 -1/4" STEEL PLATE STANDARD WEIGHT STEEL \/ / \ / \�' ON /OFF FLOAT SIZE AS REQUIRED PIPE 2" O.D. LARGER THAN \ \ o 0 0 0 0 ! j d ' PIPE WITH ASI -30 1 ; a ° • °r ' : . ''.. ;. a ..;• WELDED STEEL ANCHOR AND / \ / / \� \ / / \ /� /� TANK DRAIN TANK DRAIN WATER STOP PLATE SET IN \ \ \/\ \ / \ \� \ \ / \� / \ \ / \ \ / /Kz, " SUMP. VALVE VALVE SLEEVE FOR BOLT 1 -1/2 THREADED FOUNDATION WALL SEE ARCH DRAWINGS (TYP RODS (TYP.) FOR MORE INFO. 4" HIGH CONCRETE SEAL PENETRATION PAD FLOOR WATER TIGHT COORDINATE INSTALLATION WITH CIVIL AND STRUCTURAL ENGINEERS. EWH -1 PIPE SLEEVE THROUGH SP -2 ELEVATOR PIT WATER HEATER PIPING DETAIL FOUNDATION WALL DETAIL SUMP PUMP DETAIL SCALE: NONE SCALE: NONE SCALE: NONE DETAIL KEY NOTES 0 MAINTAIN 12 WALL, MIN, 12 "ABOVE FLOOR, 36" CLEAR ON TOP AND 36 "CLEAR IN FRONT OF BFP, MAX. 5' -0" ABOVE FLOOR. - ---�►- - - - --- 5--- ---5 "TO FLOORS 2 THROUGH 7 4 "TO LEVELS G2 THROUGH 1ST 5" - Now 5" 3" e, 4- -! WATER METER 340 GPM Y 205 GPM ! BFP -1 BFP_2 2" I WATER METER 6 "RPBFP 3 "RPBFP M M FOUNDATION WALL BAG FILTERS e Q e 8 "DOM. WATER SERVICE 2 1 /2" 2" t O PSI (G LOW INLET &) �M 2 1 /2� 2" ! P O PSIG LOW W FLOW) 40 GPM " 9 PSIG OUTLET PRESS. AT 7 PSIG 70 PSIG OUTLET PRESS, AT 7 PSIG 0 ��� 2 i 1 FALL -OFF REGULATOR PRESS. I (� FALL -OFF REGULATOR PRESS. (' i PRV -2 (MID FLOW) 145 GPM i PRV -5 (MID FLOW) 80 GPM 1 "HW 1 • • 2 1/2" 110 PSIG INLET & 2 1/2 110 PSIG INLET & d N.C. BYPASS e e 5" 5" 85 PSIG OUTLET PRESS, AT 7 PSIG 4" 4" 4" 65 PSIG OUTLET PRESS. AT 7 PSIG Irl Fm , 11 F, FALL -OFF REGULATOR PRESS. F 1 ! FALL -OFF REGULATOR PRESS. 1 Y4" . A (-- 5 "DOM. WTR. MAIN SHUTOFF I DISCHARGE FULL —�-- PRV -3 (HIGH FLOW) 145 GPM PRV -6 (HIGH FLOW) 85 GPM I VALVE (450 GPM) 5" 3" SIZE TO FLOOR 1 g" i N 5' 110 PSIG INLET & 4" ` ._4" 110 PSIG INLET & / i DRAIN WITH FULL 5" 80 PSIG OUTLET PRESS. AT 7 PSIG " SET TO 75 C _ - WATER _ - _ AIR GAP. TYP. FALL -OFF REGULATOR PRESS. 4 J FALL OFF REG LATOR PRESS. PSIG 6 FIRE SERVICE METER " 3 /4'HB 1 N.C. 3/4" i}�- N.C. 5" 5 CEILING DRAIN BYPASS 0 -150 PSIG ORAIN BYPASS 0 -150 PSIG 8 "FIRE SERVICE PIPE STAND TYPICAL-- - FLOOR 4 "CONC. PAD P -1 pRV -2 • • ° •` 2 ) .. • • , • • ., " < . ..: ,......'• ..�' .:. "a a' o.'.' d S d TN 7♦ .' .. (LEVELS RO 1Y4 FLOOR THROUGH L G2 1ST) FLOOR / ,. d DRENCH SHOWER ' mod HEAD TRIANGLE STAY 0 ENUH DOMESTIC WATER ENTRY PRV /BFP STATION DETAIL BALL VALVE SCALE: NONE TO DUPLEX WATER HEATER PIPING 0 -200' DETAIL THIS SHEET, TO SYSTEM 3" 3" ES ZE W - 1 4" 1 TMV - 4 THERMOSTATIC MIXING VALVE 4" �' - 4 , 1 ' 1P 12O - 4* - --- ;20�- ---• -( -- -- -- -- --- --�- -� -- -�-- -- -- - -- -- -- - -�--- -- I �--- - ■•E 14O' - NV -3 THERMOSTATIC MIXING VALVE 4 1 1 - S- — ---- - -�► -- - - - �- ^�^ 1 1 I I ! ----- HWR ---- - ��-- j-- - - ---- 1 -- HWR----- - --- -- ! --- - ----- ! -- HWR ----� 4" EYE WASH HAND PUSH PLATE I o " ( ° " �...�.- HWS _ ( -------- HWS ( HWS 1 3" 3w C14 1 1 a 1 ! NOTE: 0 -200' i 4` ! _ ! PROVIDE DIELECTRIC UNIONS i 3/4 PIPE FULL SIZE WHERE REQUIRED. I " I 1 I & OPEN -SITE TO n FLOOR DRAIN 1 -1/2 " 3" 2" 2" PTRV BY 1 1 x x " 7 1 11 UNIT MFR. COMPOUND PRESS./ CP-1 � 1 ! ► ( 1 TAP. GAUGES BY 1 -1/4" ( ISLAND VENT FROM SYSTEM 1 i EX�P TANK. DOMESTIC HOT ! ) 1 -1/4 WATER GENERATOR — 5- -� 2 " 2 " DRAIN VALVE BY ( HWG HWG 7 11 — 1Y4 "TO FLOOR. � ( 1 � i MFR, PROVIDE FOOT PEDAL � 1 i DISCHARGE CLOSE TO ( 2" 1 - 1/4" W /HOSE END " " I I 2"VENT BELOW FLOOR 2" 2" i��l 4 4 E ESH IN DIRECTION OF I I T O WALL SLOE AT �' FLOOR DRAIN a FLOOR DRAIN. / PER FOOT. (2" CP -4 120'..._. ! ! FLOOR SINK I Z 3" 3" 3" 3" ! MAINTAIN SERVICE �� J d • ° a 2 "WCO EXCEPT WHERE I y, 2" \ ♦ CLEARANCE ABOVE ♦ / SHOWN OTHERWISE 2" !` ( HW5 HWS Z 5• AW SW - --� -- --�- -_ - - syJ FLOOR •, CW SUPPLY ' . ,, .. d .., .: . HIGH PRESSURE THERMOSTATIC MIXING HIGH PRESSURE DUAL HOT W EMERGENCY SHOWER DETAIL ISLAND VENTED SINK DETAIL VALVE PIPING DETAIL GENERATORS PIPING DETAIL SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE Cator, Rumo & Assoc. FILENAME: H: \04119 \01 -09 -05 DRAWINGS \P- MD2.DWG - M600.6 PLOT DATE: 10/06/2005 0 4:47pm REV: 09/30/2005 CAD: KKR XREF: tb.dwg A j C 2003 42140 ARCHITECTURE, INC. � Ql RE G�s T �� ��`•. °�UGLAS .°• � C, • ° O Op ®O c^ ' - • 2 0 . t - t 4 3 I s•' j m�' � �� ksr . xe 7 O WN ER,'DEVELOPBR VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ■ �ttaantcty Denver, Colorado MASTER PLAN:VF.R & DESIGN ARCHITECT HART ( HOWERTON NEW YORK NEW YORK STRUCTURAL ENGINEER MONROE & i IEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIA'PF,S, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DAI"E 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD FROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /0 ?&v5 esa1� r N a PROJECT KEYPLAN PLUMBING DETAILS IS SYMBOL MFR MODEL INLET OUTLET SIZE GPM PD PSIG REMARKS B" HI UN C ON C. PAD. �/ \ / � 0 / / �SIZE \ � TMV -1 POWERS 434 1 1/4 1 1/2 " 110 33 ROUGH BRONZE TMV -2 POWERS 434 1 1/4" 1 1/2" 110 33 ROUGH BRONZE HIGH PRESSURE THERMOSTATIC MIXING HIGH PRESSURE DUAL HOT W EMERGENCY SHOWER DETAIL ISLAND VENTED SINK DETAIL VALVE PIPING DETAIL GENERATORS PIPING DETAIL SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE Cator, Rumo & Assoc. FILENAME: H: \04119 \01 -09 -05 DRAWINGS \P- MD2.DWG - M600.6 PLOT DATE: 10/06/2005 0 4:47pm REV: 09/30/2005 CAD: KKR XREF: tb.dwg A j C 2003 42140 ARCHITECTURE, INC. � Ql RE G�s T �� ��`•. °�UGLAS .°• � C, • ° O Op ®O c^ ' - • 2 0 . t - t 4 3 I s•' j m�' � �� ksr . xe 7 O WN ER,'DEVELOPBR VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ■ �ttaantcty Denver, Colorado MASTER PLAN:VF.R & DESIGN ARCHITECT HART ( HOWERTON NEW YORK NEW YORK STRUCTURAL ENGINEER MONROE & i IEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIA'PF,S, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DAI"E 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD FROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /0 ?&v5 esa1� r N a PROJECT KEYPLAN PLUMBING DETAILS IS ® 2003 42140 ARCHITECTURE, INC. n 49 ROOF Z9 �' 25 MZ5' 19 18 17 4 L O - 0 0 1(L001111 111 16 i 7401 15 qZ - s,j 14 13 12 ii�1 �1 �1 /\ 1 /2 (1/2 GPM) PRESET 5I-30 BALANCE VALVE (TYP.)-\ 1/2 i i 11 ASI-30 LEVEL 7 SEE SHEET M700.2 FOR CONTINUATION LEVEL 6 r 314* 3/4* 1 -1/4" ASI -30 BI m 1 LAY 3/4" 3/4* 3/4" 3/4" (3) 3/4" i 3/4' 3/4" 3/4" LEVEL 6 - r » -1 " 3/4 »1 1/2' 1/2" SI -30 1" A ----' 1" " 1/2» 1 / 2 » , f2 t I 1/2' ASI -30 1/2` AS Q 1/2» I 1 " "ASI -30 1/2" 1 1/2 3 / 4 » 1/2' 1 i 1" 1 ; 1 t t 1 I 3/4 "-4 1/2* 1/2 »� 1 i 1 1 1 1 1 t I t 3 1 1 1• LAY LAY ;� 1 1" LAY LAY LAY LAY f@ LAY 3 /le LAY LAY SH t LAX J.AY WWB TT ; i Jam, 1 1 L" �H LEVEL 5 3 4• _ Nfi DR � � � i JAI LEVEL 5 1 '/2" 0 3/4' 1 1 1 1 1 3/4" 1/2" ASI -30 I " 1 i 1" 3/4" 0 1 i " 1 " i " Q Q i 3j4 3 i 1 i I 0 i -1/4 1 I i 1 I ! 1 i 3/4 ASI -30 t 0 ASI -30 ASI -30 ASI -30 i SI -30 " i" ASI - 1 i 1" 1' I 1' ASI -30 ,� I 1 -1/4' 3/4 3/4 1 1/2' i 1/2" I 1/2' I 3/4 3/4 32 31 I 28 27 t' ==a 24 'Ir�1 t I«�1 ' i�t i 42_011 I l� ZO tl� 1 1 f� i�' i i 1 1 i i i I I i ASI - 30 i Q i " 1 1 1/2 ASI-30 i 1/2" t i 3/4 1 I 1/2" i LAY % LAY LAY '� LAY LAY � 1 -1/4' i� LAy J6� LAY � Q3 /4" 1 J,AY�Y � � LAY 2, m % r » LEVEL 4 3/4' 3/4" 3/4' J (4) 3/4" (3) 3/4' (2) 3/4' JAI J2>S( �1NK ,» ` I 1 J3I 1 ASI -30 Y& WWB 1 3 4 LEVEL 4 (2.5) 3j4" t 1 -1/2" 1' 1 3/4' 1 -1/4' " " 1_1/4" 1/2 » _ 1 3j4" _ -- 3j4" 1 '/ __ - �3/4" 1 -1/4" 0 i ASI - 30 1 / 2 " i i -1/4 i ' 3/4 Q ASI -30 -1+ -i M i 1' �- 1 / 2 » _ ___ _I - -- 3/4" ASI -30 0 I ASI -30 i F 1/2• 1/2» 3/4» (33/44* (6.5 -- - -- - - -- - �3/4 ASI -30 1-1* 1 -1 /4 * 1 i -1/4' 1 -1/4' 1' i - 30 GPM) /� » » » » 1/2 1 -1/4 1/2' 1/2" 1-1/2' 1" 1 1 r, ' ASI -30 1 i 1 1 1 I t 1 1 i j 1 i 1/2" 1/2' 1/2" 1/2' 1— 1/2" 1 -1/2' i t t i i 1 1 1! � i t 1 1/2* i ASI -30 7■ LEVEL 3 0 LEVEL 2 LEVEL 1 GARAGE LEVEL 1 (334) 2 -1/2' 1 -1/2 (35) 1 -1/2 "(16.5 GPM) 2 » 2 ( * ( 55 ) (440) 3" _ 1 *(4 GPM) 1 '(8 GPM) LEVEL 1 TO PUMP ROOM - -- __ - -- - - - +, - -- - -- _ -- _ -- -- _ - — � _1_ - ___ _ __ - - - - - �— G117.02 120' _. !! -- -- -- -- -- -- • --- -- - ----e 1 t - - - -- -__ - -- 120' SEE M310.A 1 -1/2' - - - - - HP CW - -- —� FOR CONT. (400) 2" - 1 -1/4" 1 -1/4" 1 -1/4' (435) 3' - -- - -- - -- - -- - -- HP 120' (4) 3/4" - - 1 -1/2" 1 -1/2" (23) 1 -1/2" - -- - -- -- -- -- HP 120' - ---- -- - ---� 1 -1/2" - -- - - i MEN'S & WOMEN'S 1 -1/4' 1 -1/2" 1 -1/2' -- __ 3/4• (440) 3" i 2* RESTROOMS 2" 2" 3/4' 2" 2 -1/2" - - - (334) 2 -1/2' 0 - -- -- - - 1 1f2" i 1/2` 1 -1/4" t-3/4" t 1/2" 1 I I - - -- - 7 - _ (16.5 G PM)1 -tj2" MEN'S JANITOR WOMEN'S 3 4 3 4 - i l._..__ -- -- -- * - -- _ - _ -- - -- 1 1 1 _ / - 2 - - - -- - - 1 - -- - -- - - -- - -- " RESTROOM CLOSET " RESTROOM - - --z 3/4" ffi t 1 2 1 / 2' i -� 1 1 - ---� LAYTJ.BY AY J. ��— —_ -- -- -- -- -- — — K 1 � SA -2 1 � 2 l� lib K m K m 1 11 - - ! 2 " - - - 3 (435) 2 -1/2" (98) SEE SHEET M700. 1 1 J"AY SA -4 = LAY LAY LAY LAY 3 4* 1 -1/2" 2 GPM 2 GPM 1 -1 2' 23 1 -1 2 36 FOR CONTINUATION TT JLL JAY LAY LAY � � � Ni M / / ( ) / " ( ) 1 - 4' J1Q S!8 I 3/4" 1 - 1/4" 3/4" 3/4* 3/4" 2* 2" 1 1/2" 1/2" 1/2" 2• SA -4 t 3 4" GARAGE LEVEL 1 a ASf -30 i i i 3/4" 1 GARAGE LEVEL 2 Cator, Rumo & Assoc. FILENAME: H: \04119 \01 -09 -05 DRAWINGS \P- HIN2.DWG - M700.1 PLOT: 10/07/2005 @ 7: 49am REV: 09/30/2005 CAD: kkr XREF: tb.dwg 3/4 1 i /2" 1 3/4" 3/4• 3/4" I 1/2* i 1" 1 3/4• I -303 /4» 1 3/4" 1/2* " 1 LAY LAY I 1 i 1 ;7H 1 Ji1 LAY LAY 1 1 0 1 0 .5 W J.AY LAY LAY 1 lm I I I �H L& V�WB J9i� LAY J� LAY ;i� 11Ati 3/4 � 1 LAY LAY 1 I LAY 1 1 1 t LAY 1 ASI-30 — SI -30 1 — J2YY t t 1 LEVEL 3 3 D in 0 0 3/4 3f4» '/ ' 3/4" 3/4' 1` '/ ' 1" I 1/2" 1` 1 1' / 1/2' 1 " 'y' /4* ,/ 1 -1/4'" 1 -1/2' " I 1 -1/2 ,• 1 -1/2" 1/2• ASI -30 ASI -30 ASI -30 1 /2" 3/4' 1 -1/4 1 1/2• ASI -30 1" 3 / 4 1 1/2 1 1 1 -1/4" 1 -1/4` ASI -30 1 ' a3 �3 �3 03 03 o9t b; ! t' V N U N U N U N U N U N U N U N U N 3 N� I V3 ' /4 3 1 N ° 3 a 3 0 3 b 3 0 3 0 3 SI -3 e- r- r r r r r » U U U g U N(� NU NU NU N La as n a " as a a a� n a- as as xa 1' x x 3 �s 1 3 4 xs 3j4 xs x x x S " r NU x s 3 / 4 2 3 4 x 3/ 4 - x x = x 1 2 °- s °' x n x a / a° a °- ° °- (3 GPM)3 /4 -T 1 (7 GPM) s 9L a s / • n ^_ / / i " a x " 1/2 a x CL " » x 1 2 t = s 3 4 x o- 1 3/4 LAY LAY X LAY LAY LAY 3/4 ' LAY gj LAY LAY '' 0 LAY LAY M LAY LAY p 1 - 1/2" 1 i 1 -1 j2" 1 ! Z i AsAO LAY LAY = LAY Q —Z—T;ffT 2w A _w - ASI -30 1» 1_ 2 w BI 1 -1/4" 1 -1 4 -1 2" ' 1 -1 4 1 -1 2' _ 1 -1 2 "1 -30 ASI -3 1 1 -1 4" ' 3/4» 1' 1/4 0 1 1 2 1 1 1 -1 2 � 1 2" 1 -1 /4" 3 4" 2" 1 -1 1 2" " » __ _ -- _ _ - / _ _ -- -- -- -- ASI -30 _ 1_1 4» _ ASI -30 i' 1 - 1 4' -- 1" 1 -1 2' 1 -1 4 1 -1 2' -- 2' 1 -1 2" 2 2_1/2» 3/4* ____ 2" 1 -1 2' 2' 1 2' 1 -1 4' 2' 2' 1" Q 1 -1 f2 __ - -- _ L -- - ----- -�- - -- - -- / - -- - -- -do - -- HP 120' - - - - -- —1 -1/4 (10 GPM) / / / " ASI -30 _ -- - - _ -- - -_ _ -- _ _ -- - -- - P 12 ' -- -- -- HP 120` - -- -- -- -- -- 2 -- - - - - ASI -30 _ - - - - - - - - - - - - - HP CW--»- - - - - - - HP CW-- - - - - - - __- - -- -- -- -- -- -- -- - -- -- -- -- -- -- -- —120' -- -- -- - - 120' - -- �-- -- -- - ---- - -- - -- --- -" —120' - -- - - - 120' 1 --- - -- - -- - -- - -- - - -- - ----� Q 2" 2" 2' i -1/2' 1 -1/2' 2" _ - -- 1 -1 f2" d 1 -i/4" 2* 1 -1/4" SHEET M700.2 1 ASI-30 1 -1/4" 1 " ASI -30 ASI-30 2 -1/2" u u 1 -1/4' u 1 -1/4" 2 -1/2" 2 -1/2" 1_1/4» 3/4'(2 GPM) 1 -1/2" u It 1 -1 t_1/ CONTINUATION 1 CW AND in Cw " 6.5 GPM 1" ° c c • 3/4`(2 GPM i CW & 3/4 HW TO 3 j4 HW TO r C � N N / Q 3/4 HW TO * 1 C & ( ) N o ) 3 HW TO TYP. RETAIL TYP. RETAIL TYP. RETAIL a = a " r i TYP. RETAIL SPACE SPACE SPACE x = SPACE ASI 30 2' (135) DOMESTIC WATER FLOW DIAGRAM TOWER 'A' NO SCALE t t I SEE M310.: i -- -- --- -- FOR CONT. 3/4" (20) 1 -1/2" (50) 2` t 1 1/2" 1• SEE PLAN FOR 1-1/4' CONTINUATION. 1 i i i I 1 t TOILET 0 ROOM ASI -30 LAY c GARAGE LEVEL 2 alk N OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COL,ORM)O ARCHITECT OF RECORD ■ /1RC19TECTURE Denver, Colorado MASTER PLANNER R DESIGN ARCHITECT EfART I HOWERTON NEW YORK NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUM q 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 FROG 2 05.21.04 004 PRICING PING 06.21.04 005 CD PROD SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /O. Z0. PRO!& - N q s PROJECT HEYPLAN DOMESTIC WATER FLOW DIAGRAM M700.1 r i ; 57 Q:2 RL0,1 Arm Ei M Q 2003 42140 ARCHITECTURE, INC. in in A ASI -30 ROOF DATE is �x z 002 DD FROG 1 04.12.04 003 DD FROG 2 05.21.04 004 PRICING PKG 06,21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 jp+ 045 ASI 057 12 -15 -05 058 ASI 058 12 -13 -05 059 ASI 062 12 - 19 -05 068 ASI 070 01 -03 -06 078 PR 052 01- 17 -06$ )/4 ROOF i f2' SEE SHEET M700.3 t FOR CONTINUATION i 1 - 1 14* 1/2 (1/2 GPM) PRESET BALANCE VALVE (TYP.) 700, 700 �"' t '� x 700 J 700 �" ASI 700 RL 700 t '�-' 700 "� 700 700 ''' 1» LAY WC _ � 9 AS I-30 K LAY LAY LEVEL 7 LAY WC LEVEL 7 - - (4.5) i" 1' 3f4" 112* 3f4 1/2' 3/4' —1/2' 3/4" _ 1/2' 3f4"- 112" 1/2' 1/2" 314 (5.5)1 ----- f-- --- - -- (1.5) - ASI -30 3/4' _ 1w PR, 65 3/4'J �,. 1/2' - -* - _ 3 l » 1' ASI-30 - -- -- / ___ (5.5) - -! 1* - -- (1} 3/4" j\ ASI -30 (4} 3/4 __-- �-- -e - -- SEE SHEET M700.1 FOR CONTINUATION 112* 1 /2' I 1 ! i- i_i _ i --_ __- -- -_- 1' 1 -114 3 4 " 1 /2" _ 1w 3/4 »ASI -30 LEVEL 6 314» LAY LAY T $3 SH 3/4' t WWB ! " 314 1 LAY 1 LAY LAY 1 t LAY 1 i LAY i ! 1 i LAY ! 1 ' 4� S ! 1/2* 1 1 LAV i I LAY 1 LAV LAY L9Y l tr, IAV LAV t ASV 1M 712 FOR CONTINUATION LEVEL 6 LEVEL 5 » 1 /2 1 * * " 1 3 j4 i f2 1. 1/4" 1 -1/4" 1* Lffit LAV WC 1w i ! .. , 112" LAY LAY -3/4* i t ! i A i I' LL j 1 1 j2" 1* 1/2" @I 1 3/4 1' 1/2" LAY 1 K 1 3 j4' 1" 314" = LAY , ! ! 3/4 " 1 f2' ! 1/2" t 3/4 LAY i 1 » t 1" 3/4' ASI -30 i yltli - -_ 1/2 ! A i ASI -30 1. LAY LAiC 314* �} 314• 81 112* 3/4" { 3/ 112" 1 -1 j4" LAY L � AY t LAY LAY » » ! 1 » 1 » 1 * 1" ! 3147 t WC s1 4" 3/4* 1 1 -1 /4* ASi -30 i � 1/2" i LAY We m LAY LAY 1* ! i 21 /� A ASI -30 1 -1 12' 1 1 f4" t 112" i LAY c P34w" ASI-30 LAY La LEVEL 5 t 1 1 i 1 , 1 1 ! 1 3/4" i 1/2' j l i 3 ! L 1 /2 » 1 1/2' 3/4 1 1* L 3/ 4" i 314" ! 1* 1 t » 3/4 , 1/2 " i 1 3/4 » ! 3/4 J\ 1 » , 314 i 1 /2' i ! i 1 -1 f 2 3/4 " 1 1 -1/2 314* 314" 1 - 1 4 1% 3/4" 1 -1/ 1" t 1 -1/4 3/4" 1 112* » 1 j2 1 1 - 1/4 --- ---- -1 1. , LEVEL 4 1 - 1/4" 1 i i LAY LAV 1 » 1 f 2 " Ka L9Y 1 - 1/4" i 1w LAY 3/4" t I I 1 1* 314* ! 1" 3/4" LAY 2. � 1 - 1/4" 1" r � L9Y 3/4* + � SINK 1/2' 1" LAX 1 -1f4* i A ! ASI -30 � L9Y Y+I� 11 55, 1. 3j4* 1 » V� LAY IL1K ► i BS i 1 i fit@ � 1/2 LAY r I . 1 - 114" LAY WC LAY 1w 1 -1/4* 1 1 » t ! 3/4 2w 2K 1 - 1 j4' 1 1 1'!� 1! 3/4* 1/2'- � LAY LAY 1 -1f4* 1* 21 � -- LAY I i /2' LAY WC 3 / 4 " 1* 1 ! 3 4' � 21 ASI -30 LEVEL 4 i i i i 1 T i t 1 1/2" I � 1 ASI -30 i I i I 1/2. 1 i 1/2' L_.� ASI -30 3/4' ! i 1" /4" 1 1 3 4 / » ! i ! 1 i" ! 314» " 1/2 ! 3/4" 3/4' 1 3/4' A 1 /2' * 3 / 4 314" 1 3/4' 1/2' 3/4* " A 1 ASI -30 1 - 1/2" . 1 2* 1 -1 /2* 1' 1-1 /4' 1* 1-1 /2" 1 * 314' 1 - 1 -1 j4' ASI -30 , ASI -30 I 1 1 -1/4' iw 1 1* 71 ���. in ASI-30 1" AA 1' t i 1 -1/4 1" 1* i # 1 I 1 -1/2' i 1 -1/2' 1 -1/4* 1 1 -112 2* 1 -112' 1 LEVEL 3 1 i / " 1 2 1 LAY LAY LAY LAY K ! i -1 j4" �I , ' / 1 , �I ! , 3/4 LAY 3 f 4" I 314 y3/4' LAY 1 t LAX i I 1 * rYlSc � ASI -30 LAY _c o3 AQ __ 1 * Y LAY 03 N zs " 31 4 1/2" LAY 1 LAV 1" 1 -1/4" LAY LAY 1' 03 T v az 3/ 2' _% o3e — 0 _X m2l LAY LAY ' �3 0 4 a= LAY LAY Bs ASI-30 ;�+v 03 __ �I LAY 2 LAY 1& LEVEL 3 LEVEL 2 b N� _ CL x i - 1/4* s 1 / 2 " 1 * — u / LAY LAY. LAY LA WC 1 -1/2* 1 - i /4 1 -1 4" / 1 " c,� N_ 0. $j ° s 112 a _N(� ° x i 1 1/4 * 1' 3 cV i ° 0 x 3 °- iiii4 N_�> x 1-1/4* ��� _ » 3 4 1 LAY 3j4* i r1 110 3r _NV x 1-1/2" w -1f4 s 3/4 " y °- LAY o _N� x i' 3 = 3/4 i:> a. i ASI -30 s CL LAY 1 -1/4* ASI - N ca s 3/4" 3 /4" 3 / 4" 1" ASI -30 » » " ij2 i j i -1/2" 1 / 2 - -1 _ j- 1 -114 ASI -30 _ _ _ 1 CW & " " » ( 3/4 HW TO 1 -1 j 2 1 -1 j2 1 -1/2 SPACE TYP. RETAIL 1 -1 /4' 1 -1/4* 1/2" - - " » 112" 1* 1 -112 2 1 - 1/2 _ __. _ _ ._ 1 CW & " " " 2 2 3/4 HW TO ASI -30 CE RE ASI -30 T U 314" _- * 1 CW & 3/4* HW TO CE ETAIL 3/4* 3/4' 1 -112" 2' 1/ 2' _ -. » 2 2 2 - _ _ _ 1 -1 J2" _ 3 4 1' 1 - 2' 1" / / HP 120' HP CW -+- -- 2 (i62} 2 - ij 2' (256) 3/4w - - - -� _ — 00.3 SEE SHEET M700.3 FOR CONTINUATION LEVEL 2 o a. a. x NV x ASI -30 ASI -3 o _ - 1 -114 1 -1 ASI -30 - 1 -1 - - 1" t -112" 1 " - ASI-30 1* ASI -30 1 -- t -- - - - HP 124' 2" w�r...r -... HP CW L / A SI`3 02" Li-1/2 - 2" -_ 3j4" 1 -i j4" - - 1 -1/2* 2' - 1' r- - -- SEE SHEET M700.1 FOR CONTINUATION -- 2 i' 1 -1 /4" 120` -+- - -_ 120 '-- � -- —___ - -_ _ 2' 2' 1 -1/2" 1 - _ -1-1/2* U 1 -1 /4" 1 -1/4' » ASI -3Q 1 CW & 3/4* HW TO A 3' (440) 2' (135) A TYP. RETAIL SPACE ASi -30 3' (440) 2' (135) 1 -1/2 *(16.5 GPM) 1 *(8 GPM) ASI-30 1 -1/2 "(16.5 GPM) 1 *(8 GPM) LEVEL 1 F 2 -1j2' (334) 2' {55} 2 -1/2* (334) 2" ( 55) LEVEL 1 - -_ _ ___ ___ _ _ ___ ___ __ -- _ __ _ _- -_ _ _- _ -- - -- _ _ ___ ___ __ _ .. ..— - _ -- _ ___ -- _ -_ -_ - -- -__ _ - - ___ ...._ __ __ __ -- ___ ___ - _.._ ___ __ -_- - __ ___ - - ___ _._ __ - _- - -- ___ _ -- - - - ___ -._- __ _— - 120• HP OW - HP 120` HP 120`— •.-- ---- -- __ -- 120 �- -- _ -_ i -- -- -- -- _ -_ .._ -- _____120* ___ __ -__ ___ ___ ___ ___ ___ - - - HP CW - -�-- -_ _ _ _ _ _ _ _ _ _ ___ HP 120` ___ _ -_ ___ _ -- _ -- -__ ___ ___ __ Np 12' _— __ __ __ __ __ __ «._ __ ___ z • - - -- - - - - -__ ___ --e ____� -SEE SHEET M700.1 FOR CONTINUATION GARAGE LEVEL 1 GARAGE LEVEL 2 —3* (435) 1 -1/2" (23) 2 -1/2* (98) 1 -1 (36) 1 SEE SHEET M700.3 FOR CONTINUATION 2-1 (98) 1 -1/2" (23) 1 -1/2' (36) :1l4 *t2 r.PM) GARAGE LEVEL 1 El P! . Aft NM I ► ► t Cator, Ruma & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \CCAD \P- HIN2.DWG - M700.2 PLOT: 03/08/2006 @ 3:52pm REV: 03/08/2006 CAD: mmg XREF: tb.dwg tb- condo.dwg DOME TI WATER FLOW DIAG M TOWER V NO SCALE r MASTER PLANNER & DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK t STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CNSL ENGINEER ALPINE ENGINEERING, INC. VA14 COLORADO ,v INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE is �x z 002 DD FROG 1 04.12.04 003 DD FROG 2 05.21.04 004 PRICING PKG 06,21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 045 ASI 057 12 -15 -05 058 ASI 058 12 -13 -05 059 ASI 062 12 - 19 -05 068 ASI 070 01 -03 -06 078 PR 052 01- 17 -06$ 083 PR065BC 0110;06 N PROJECT KEYPLAN GARAGE LEVEL 2 DOM E S TIC WATER FLOW D" iA'G F'AivI k.. �r. t M ---------------- A f P 51 � &003 �700)3 47 4. -=.-a �3 3 '"�:�' � t+ t�70Q 3 A�70d�3 7100.,3 &0. 3/4" - DD PROG 1 04.12.04 003 DD FROG 2 05.21.04 004 PRICING PKG 06.21.04 al4 CD PROG SET X14 006 PERMIT /BID 02.15.05 007 ROOF 03.24.05 008 PER�VIIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD PROD. 2R 1/2' t 3 4 3/4" 1/2" (1/2 GPM) PRESET BALANCE VALVE (TYP.) 1j2" 07.07.05 023 ADDENDUM 14 07.29.05 045 ..�_ _ -- -_- 12 -15 -05 051 058 059 PR0035BC ASI 058 ASI 062 �6— ___ __- -__ ___ ___ _ -- _ -_ ___ ___ SEE SHEET M700.2 FOR CONTINUATION 1/2" ASI 070 01 -03 -06 078 PR 052 01 -17 -06 111 PR 094BC 03 -01 -06 083 PR065BC 03.10.06 e ' A ASI -30 WC T TT 1" .� .l I . LAY 3/4 LAY K 'S LAV WC 1 BT LEVEL 7 SI NK a 2E 1" F LEVEL 7 A ASi -30 i _ - -_ 1/2' j-(1.5 GPM) ' 3f4' (4) 3/4' r- -- (5.5) i" (2) 3/4' AS -- -- - -- - 1" - - - 3 3/4" ASI-30 -1/2' 3j4" (2) 3/4" 1" 3/4" _- ___ — ► ---___ __- - 1" 3j4" - - - - -- 3 - (5.5 (2) 3/4* ASI -30 3 / 4 " 1 3/4» -� _ -_- _j_L - - '0 - -- "- -- _-- r- - -__ RAC (i) 3/4 (1 } 3 f 4 3/4" 1 /2" 1 /2" 1 / 2" 1 /2" 3/4 " 1 /2 " - i (2 GPM) j A P R35t3 C I in 1 1/2" t— (9 GPM} 3/4" 1/2' 1 /2" 3/4' ; /2" 1/2' 1A 1 /4" 1 42 SEE SHEET M700.2 1 L OO ';r 1 FOR CONTINUATION I n P 6R,�5t C ASI -30 1 i A LAY I WC J_L LAY C K 1 i » 3/4 LAY v►' i I ! 3 I i LAY �` 1.9V V i r - 31 , 'r � AY W ASI -30 �! � we x`AV LAV C ' LAV WC � � � � LAY � LEVEL 6 WWB t tL D!�t � ASI -30 i WC LEVEL 6 1/2- 3/4" 3/4" 1 / 2 . 1/2 1" 1 1 1 3/4" i ASi -30 , 1/2 1/2 37 " - 1" 1 I 1 -1 i » r A ASI - 30 I --i" ASI - 30 1f2' 1 ' E i 1 j2' i i» ASI 1 i 1' 1 1 i' 1 j2' } 1 -1f4' 1" i 1 1 1/2" 1 1 1' I j 1 314 1fz" , f\ t� ASI -30 1 ASI -30 3j4 , 1 ' �11 3 4' 3f4" / 1f2" � 1/2 " 4 » 1 3j 1/2 1 ' 3j4 1 1 f2 " i 1 , 1' n ASI -30 PR9t4 C 3/4" 1 3/4" 1 1 ASI -30 i 3/4" j WC i" � t � 1/2' 3 1 ! 1 3/4 " ! 3/4 LAY WC $I i ! , LAY LAY 1 Y LA YVS R,j 1 3f 4" y � D� i 1 LAX 1YS'c LAY LAY ! � L$Y LAY � ! LAY �!i � � � T V V LA_ LA_ i , W s,AV ! ! LAY � � � 1 LAY � � � LAY LAY Y '� � LEVEL 5 SINK 1" , 3/4 LEVEL 5 3j4" 1" 1 1/2° 1 � 1 1 j2" 3/4' 1/2' 314' 1" 1 » 1 / 2» 1 3f4" 1/2' ' ASI -30 i 3/4" 3 /�� 3 3 j 4 4» 1 ' 314" 1 - -i 1 -1/2" i 1 ASI -30 t! i -- 1 1 - 1 - - 1 /4" " 1 i 1 1" 1 1 1 - 1 j4 " ASi -30 1 i' 1 1 -1 /4" i —t f4' i 1 » 1 -1 j 2 -- 1 1 - 1 f 2 " 1 - 1 -1/4" 1 1 » t 1 ASI -30 1 3 » 3j4 " 1 " » 1 -1 t 1 3j4" 3j4 1' 3j4" ASI -30 I 1-1/4" + 1 1 -1 j4" 1' 1 i j2" 1/2 3f4 1 1" i t 1 1 t t ASI - 30 , ASI - 30 I LAY 3/4# , LAY ! 3/4" ! 3/4 1 " 1 ASI -30 YV� LAX 3/4» ' ' 1 3 j4» i» ! LAY Ftt 1" 1 /2" ! 3 f 4" " r 3/4» I , LAY L9Y [ LAY LAY LAY LAY r, 1 , LAY LAY LAY " t i y K LAY 1 '� UY i LEVEL 4 1 "- 1 1 " 3/ � LEVEL 4 3 j 4 " 1" 1/2" 1 1' i i i 45 ASI - 30 » " 1/2 3 1/2 " 1 3 / 4 " z" 1/ ;" I ASI -30 1 i t 3/4" i' 1 1 -1 j2" i i RZO 3 I f2" 1 i 4 - - 1 -1/2" 1 -1 /4' ' 1 -1/4' 1-1/4' 1 -1/4' 1 - 1/ ' 1 1 - /2" t -1 f2" i ' + -� -1 -1 f4" t" ASI -34 1 i 1 -t/4" 1 1 1 1" 1 i 1 1 -1 /4' 3/4" L / � 1 1" 1 1 1" ASI -30 , , i 1 1 1" i i" le 1 /2' 1 -1 /2" e i v ASI -30 L,A�C � a I t 3/4" 1" 3/4 1 , 1 /2 " 3 j4" 1 " " iy i LAY LAY s x LAY 3/4 LAY LAY i » 3 , » ! 1 ' LAY LAY _C LAY 1�c LAY r 3/4" LAY LAY 1.AY ' r 1' kI i 1 LAY , i LAY ' 3f 4 '" i ' LAY 1 Y i m LAY 3 /4 M LAY 1 1 _ 1 " D-W 29 LEVEL 3 ; -1 4" ! 1 1/2" 2' 1 3/4 1 -1/4" » » » 1» LEVEL 3 3 f4 3/4" _ 1 - 1/2" 1 -1 j4" 1/2' 3 j 4 " 1 -1/2 1 -t f2" n i j ASI -30 1 -1 f4' 1 " ; j2° 1 -ij4" 1 -1 / 4 " i 1_i/4 �. 3/4" 3j4 1f2" i -1/4" 3/4" 1 -1 2 " \1 " " 1/2 3j4 1 -1 /2" �� " 3/4 1/2" 3 / 4 " 1 / 2 " - - " 1" 2" 1" 1 if4" - 1" F 1 -if4" -- » 1 -1 j2 - - » 2 » 3f4 1 -i j2 " `�- SEE SHEET M ?00.2 " " 3j4 t .�'' 2 -1 c°v c 3 4" / b N �' _ r oat 1 -1/2' "i _ - 3f 4" �' �' ASI -30 a3: a = "1 s t 3/4" LAY cv� c► 03 x » 2 i * = �n s= 3 j4" 1" 1 f2 " - 1 -1/2' - 1 -1/2 o3 a s � cv c� s 0# x ASI -30 oar 1/2" 3/4" X 40 a F4 n s FOR CONTINUATION 2 (162) » t ° ° 2 - f2 (256} c'0. `,0 ' `i x x v Lg_ i " 1 -1 2 LAX j y _ 1 -1 2" 19Y / �I 1 1 YV� LAY LAY BS s 4 i, t LEVEL 2 = _ � � S1NiS �K 1?YL .�K 1" 2" » rx 3j4" � � LAY LEVEL 2 i» 3f4" 1 -1/2' _ - — _ r - _ _- _ - ~ _ - - -2-1 � - - - 2 - " 1 2' 3 j 4 1 -t /2" 1/2' ASI -30 2 1 -1 /2 U ASI 3 i / 1 -1/2' 2"��1 -1/2" 2' 1 -1/4" _- i f2' p - - -- f4 1" t 112 -- - 1 1 -1 /2" 1" 1-1/4* 3 1 -- _ _ -- - -- ,�,__ HP 120 -- - - -HP 120' -_ HP CW -�- -- - 120` -► -- 120 '- �+- ---___ ___ - -- - __ - - _ - _ 2 - HP 120'- -+- __ _ _.. HP 120- w+-- - HP CW-+ _ _ .. i20` -+--_- -- - - ___ 120'- +-- - -- -_ __ _ __ -- - _ _ -__ » __ Z _ __ _ _..._ _ __ _ _ __ _ _ __ __ _ _ i" CW & TYP. E To TYP. RETAIL SPACE » ,. 2 -1/2' 1 -1/4 1 -1 ASI - 30 3" ASI - 30 t -1 j4' (zi) 3/4 "(3 GPM) » 3 2 -1 (222) i - 1 f4'1 -t f2' {2$) 1 -i 2" 2' z" S9 ;� 2" Elf 1' CW & 1' CW & A 1' CW & ASI -30 3" 2 -1/ 2' 2' (51) 3/4 "(2 GPM} 3/4'(2 GPM) 2 - 1 /2" (293) t - ijz" 2" (6$) 1 - / 2' 1 -1 j 2' 1 - ij 2' 3 i -i 4" 1 -1/2" / ASI-30 3f 4' R W� O q51 =30 i HW TO ASI -30 3j4' HW TO c °. r c ; � ` 1'(9 GPM) i CW & i CW & 3/4 HW TO 3/4' HW TO 1" CW & 3/4" HW TO ET L KITCHEN . RETAIL j� a '� x ^ ' TYP. RETAIL TYP. RETAIL TYP. RETAIL 1 -1 2 / » SA -4 4' (889) SPACE SPACE » 3' (440) 2" (135) � a 1 -i f2 (16.5 GPM) 1 ($ GPM} (12 GPM)1 -1 f4 » 2" (49} SPACE SPACE SPACE HB - 1 70 KITCHEN P130 2" (127) LAY 2 -1/2' (334) 2" (55} (549) 3" 2" (119) "(4 3' (454} LAY _ SEE SHEET M400.2 1- 1/4'(14 GMP) LEVEL i 384 3" t GPM) ty� Y! LEVEL 1 t- --- -_- - - - - - - - -_ -120•_ 120 C -_- -_ __ ___ - ___ ___ ___ - -- ___ _ _ _ _ -1- - - -- ��- ,- 120' ___...._i_�_ i20' - -- _ _ _ _ -- _- - - - -- - -- 1/2" 2 - __ 1 3 - -- - -- - - --t - -- - - - -_ - -- - -- - -- - -- HP W HP 120' HP 120` - - - -__ - -- _.._ -- -- -- - - - - -- - -- -- _- - - -__ - -f _ - -H P CW -- + ---- - -- __- HP 120' -- - - - - - _ ___ - -- - -_ - �- - - -- - -_ - -- - - 1'1 -_- - -_- - - - -_ - _ —� _.. _,._...._...� SEE SHEET M700.2 __ -_ _ __ __ _� —HP 120 -+-- - HP 120' - * -- 1 - _- _- _- - ___ ___ ___ 2 -1 /2" (254} 4' __ __ ..._ ___ ___ ___ t" 2" __ 2' 1. ___ __ ___ __ __ �_ - —,� " FOR CONTINUATION 3» -1/4' (986) _ 1 -1 j4 ( i2 GPM) * 4 (986} - - - - - - ___ ___ _ -_ ___ __ _ ___ --- ___ ___ ...._ ___ ___ ___ _ ..__ 2" (104} 3" (718) 1- 1/4 "(12 GPM) 1 -1/2 » (16.5 GPM) 1 -i 4" l2 GPM t � } . 2 1 ` 1 3" 718 i ' 1-1 GPM) 1-1 14"(12 GPM) __ t1:7 3 3 � 5 2 -1 2" (9$} 3" (435) 2 -1/2" (98) WATER STORAGE HEATER IA�IK M ... - -- _ 1 -1 f4" -- _ -- __ _ _ SEE SHEET -t 23 1 -i /2' (36) 1 -1/2" {23} 1 —ij2" (36) 3f41 FOR CONTINUAON CONTINUATION 1 GARAGE LEVEL 1 3 4' 2 GPM 3 4" 2 GPM UL 1 GARAGE LEVEL 1 ! i 1 ASI - 30 1 1 -1/2' z I A" .314" i OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD • ARCHITECTU 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 002 DD PROG 1 04.12.04 003 DD FROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PER�VIIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD PROD. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 045 ASI 057 12 -15 -05 051 058 059 PR0035BC ASI 058 ASI 062 12.12.05 12 -13 -05 12 - - 0 5 068 ASI 070 01 -03 -06 078 PR 052 01 -17 -06 111 PR 094BC 03 -01 -06 083 PR065BC 03.10.06 m0w N PROJECT KEYPI,AN GARAGE LEVEL 2 Cator, Ruma & Assoc. FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL LIONSHEAD CORE REDEVELOPMENT \CAD \DDS \CCAD \P- HIN2.DWG - M700.3 PLOT: 03/08/2006 @ 3:54pm REV: 03/08/2006 CAD: mmg XREF: tb.dwg tb- condo.dwg NO SCALE KIDIIII� DOMESTIC WATER FLOW DIAGRAM 76 75 73 72 71 70 69 67 66 65 �700.4 63 e7OO.4 KO-214 i 0 �4 t �4 .,,4 A } 4 A(7 4 M700 4 },000,4 1 t 0 7 A ROOF 1 -3 ROOF A ASI -30 sV A. ! li a 'w'%A� 1 IF 7 �" 4r w »V ML I I of iVVM� 1 1%0 1 i 340 GPM (SEE DETAIL) 205 GPM (SEE DETAIL) IF T n r V-n vvr I c111c117111 WT I% I Gn a tVr I G1111irmn VALVE* %0= UE I AB.I 20826.01 DOMESTIC WATER 1' P LA-FiC 003 DD PROD 2 05.21.04 02.15.05 007 PERMIT REV 1 /2* (1/2 GPM) PRESET 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 BALANCE VALVE (TYP.) CD PROD. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ` Wcc L LAY LAV SINK ]5a H =1 HH1 � C LAY 1/2' LAY W .21 H-1 023 ? 3/4 (1} 3/4' 045 (2.5) 3/4' (3.5) 3/4" (4.5) 1" (4) 1" (2.5) 3/4" 3f4' LEVEL 7 12 -13 -05 1 j2" ASI062 12 -19 -05 068 ASI070 01 -03 -06 078 PR 052 2" ! 3f4' (1 3/4 " � 1 - 1J4" 1 3/4" 3/ _ _ 074 112` 02 -10 -06 107 1/2* 1 2* _ i � 'T ' .... 1" - i" 1 i -1 j4 " - SEE SHEET M700.5 _ _ 1 -�' 3 4' 1 1/2' 1/2' 1/2' 1j2* 1/2" 1/2" (1) 3j4 1 1 -1/4" (10) 3/4" ! 1 f2" 3/4" (1/2) i i 1 " Y 1 3j4 (2) _ b 1 / 2 1 " FOR CONTINUATION 3J4 ASI - 3fl i !� 3/4' 3/4' i 1/2* 1/2' t* 3J4* (1/2 GPM) 3/4" (10) 1 -1/4" DA " ! 1 1" K 1 LAY LAY LAY LAY 1 ! 314" Wc BI �T LAY Y� a--2 LAY WC DD9 �LNlS LAY LAY t i+ LAY fu tL-2. LEVEL 6 3 4" 1 2' LAY LAY i 1 1 LEVEL 6 * 314 - -- 1 3j4* 1/2° _3f4* PR�C 1 1. 3/4Y 3 1/2' 1 112" 1 ij 2' 1 3 )4" _ _ 1" 3 f4" 10. 3 4Y 1 1 2 " _ _ 1 -1 f4" i 3f4" 3J4" 1 /2Y 3 // 3/4Y _ , jl2" i t 112 i 3/4» 1 1 12* ! , t , j " 1 t 1 i 3/4 1' 3/4 " 3 1" 3J4" ! ! 1 -1/4" 1 Y 1 3/4" , 1/2 1 , 1 -1 /4" iY 1 1j2 1 1" 3j4" -1 f4" 1/2" 3j31e ` 1 i Y i /2 PR�C 1/2 1 1 ! A 1 ! PR�C LAY LAY 1 i 3/4" LAY -c i 1* i 3 j4' i LAY LAY 1 3 4 Y j 1 # ! ! 1" 3J4" LAY LAY i 1 ASI -30 i i LAY i i i Y i c LAY LAY i LEVEL 5 # 1 s LAY LAY i ' 2 i 1 m LAY TT TT T ) LEVEL 5 3/4' 1 tf2" 1 /2' 314" i i' 1 1 2 " 1 112- 1/2' 1 , 1 31 L 1j2" 1 31 1 /2* I 1' A 3/4* 1j2* 1 ! 3j4* ASI -30 3j4* 1 1 » AS { -30 1 1 1* 1 1 -1/4" 1" i i" ASI -30 1 ! ASi - 30 1 -1 / 4' 1* 1 1" 1 3/4" A 1 ASI -30 1 -ij4" i 1* i/2' 3f4" 1 1 1 -i /4" 1 1' i i 3 j 4 Y 1 -i j2" 1 -i /4' ASI - 30 ! 1" 1 A ASI -30 1 I i -ij2" 1 - 1 j 4" i i ASI - 30 3 f 4" 1/2* 1" 3j4Y i i C1 3/4 i , PR�C , ASI -30 ASI -30 1 t 1 AS1 -30 �r . 1 7 m 1 @Z LAY = 13I 3/4" 1" 1" � i' 3/4 �+ '� WC LAY LAY 1 3 4' � � � i � PR C Y 1 1 � 3J4 LAY LAY 1 � � � 1 1 ASI -30 t � � i LAY 1" i �i K LAY LAY , LEVEL 4 ! 1 I �! �lfS � LAY }� fn ! LEVEL 4 3 /4 -7 3/4" 1 1/2" 1 1J2' 1 -tf2" ASi -30 1 -1/2- 1/2 1 Y 1 /2' 1/2" 1/2" 1j2* , 1 /2 " # 314 " 112 1 , 1 1' ! 3/4" 1/2" t i , 1 1 _' . 2�1 1 , ! 314 1 1 3/4" 1 ! 1 3/4" 1* , 1" i /\ 1 " A SII- -13 1 1" 1 -114 t ASI -30 1 -1/2' i 1 -1 j2' 1' 1" 1" # i -i14' 3/4' i » # 1 -112' j i 1 -1 j2' ASi -30 1 -1 j4" 1 i -1 J2" 1 -i 3j4" 3 1» 1 t i ! i 314* 112" " LAY LAY 9Q, i .5d i '� 3/4" 1 /2' ! # 1 1 ! 1 i' 314" # 3/4' ASI -30 1 # Yll� 1 /2' i i 1 1 BI i LAY LAY 1 LAY LAY BI , LEVEL 3 1 » ASI -30 ! 1" LEVEL 3 1' 1 1 -1/4" 1" 3 j 4 " 1 -1/ 4" 1 -1 / 4* 3/4' 1* 112 "2* 1/2" 1 -1/2" 1 1 -1/2' ; 1* _ 1/y i _ - _ " i 3 112 i -1 / 2* 1 /2Y 1 -1 / 2' 1* 1 - 1/2" 3f4" 1 -1 / 4* Y 1" 1/2' 1 - 3j I 1Y b3 io3 b3 4 a3 . b3 0 3 1 -1 /2" 1 -tj 4" 3/4" i i* 1 -1/4 " � 3j4 1 -1/2" b3 T� 3/4 Nv 112» x K a a � a ° N0 cI a °- 314* A i /2" n a3 1" ° L' b3 ^ � a. io 3 • c ° v i a3 U " ;_+ v 1 s = x x S LAY ' 1 = x i� x ' t 2* I BI Q. N 3 Y Q. n- Y x Y� �} Y Q. o. x LAY 3/4! x x 314 S�F 3 j 4 i = = a s = _ BI LAY LAY LAY 1/ 2*- DI LEVEL 2 @I in K 1" LAY LAY 1 -i f4" 1 -1 /2" _ » 1' * 2 LAY LAY 1 -114 1 - 1f 2" = i -t j 2" 2" » LAY LAY 2" 2W M z SLAY K 41 i -1 4" 2" 1 -i jai LEVEL 2 1 -1 j4" - - 3/4" 1 1 -i j4" - ..... - - - - - _� - -_ ___- HP 120' - + - - -- 2" -_ _- 2" 2 -112" 1/2" " _ _" _ - _ 1 2 _ _ �' _ '" _ " _- -- -- __ � _ -- 1 -112' t -1 j 2" i - -_ - -- - - -- - -_ - -- i - -- -- 2" 1 - 1 j2 - _ -- 2 - 1/2_ 2* _ _. - -__ 331e i /2Y 1 - 1 f4' 1 - 1/4" (11} 1 - 1 2* i - 1 j2" _ _ HP 120• _ HP C A - - -- -- -- 2" 3 /4 " 2 1 -1/2' " 2�4,) ASI -30 TO BAR P131 SEE SHEET M310.2C (25) 2- - - (56) 2" 2* (2 GPM) 3/4" 120' 120` -+-- -- - -- - _ -�- - - _ - - - - 2" r��� _ _..._ *. .1" 1 -i 4" 1" " 3 4" 1 GPM " Y `� * 11/2 1 3 1 4 I 2 3 1 ij2 - _ _ - _ _- - _ - - F _ _ �_ 2 -1/2 1 2" 3 4" 3 4" Y * I 1 1 3J4 t j2 L 1 - - - / 4 1 " Y Y� 3 ' 3 4 1 -1/2 F 1 -1/4 1 -1/4" 2' 112* 2 -1/2 (264) SEE SHEET M700.5 FOR CONTINUATION 2 2' 1" -1/4' i -1f4' FOR CONT. �, 3c°_vb -- 1 -1 1 4 " 2 -1f2" , t LAY 3 4" (900) i ` a o. 2' {135) SA-1 3" .24- l i- 1 /4 "(i0 GPM} 112* ! i i 1 -1 j4 "(9.5 GPM) 516 3* 1 -i 4* 10 1- i /4 "(t4 GPM) (351} 2 -i ( ) � � 1M JE LAY LAY 2" (99) LAY LAY x Y� W, We LAY � � � LAY LAY LAY � LAY LAY LAY � � LAY LAY � Wc 3' (379) LEVEL 1 2 -1 (230) 3* (592) LEVEL i _ - - �12 - --- ! __ ___ __ 120` +- ---___ i i �_ _ HP CW- +--- -- - -- HP i20` -- -_ P120' -�- - HP 120` ___ __ _ -- _ - -- - -- _ - - _ HP 120' A*-- ---_ -- }1--- HP 120` --+-- ____ __ " -HP 120` - �� ----- - + - - -HP 120' 1 CW --*- -- --- +- HP CW -•-- -- - -_ ___ __ 120` - • -i}i- F }�-- - 120` -+ -- _ _- i _ --»-- -i}I- -*■ -- 120` i 20` - _____.®..__... - - - __ __ __ -_ __ _ _- ___ __ ___ ___ ___ __- ___ ___ - -_ _- - - - - - - - __ _ _ __ ___ _ _ -- �_ - __ __- __ -- - - -__ ___ .___ ___ ___ ___ - _ '� _ - _ -- __ -_ -- _ - i - -- - HP 120'- • ----2 -- HP 120' -•--2 - - ___ __ HP CW - ---- -2 120` --�- - � -- 120' - - � -a � 3 "4 "(270) 1 -1 1 2 " TO KITCHEN G130 1- 1 GPM) 1 FOR CONT. 1 3' (718) 1 1 1 1 {2 GPM }i" (493) 3* (65) 2* (4 GPM }i" # 1 112 GPM 4" i �- 1- 1 -1/4' 1 -1 j4" 2" 2 1 1 _ _ �„ 2 -112" t 112" _� _ 3j4 "(2 GPM) 2" (78) 2 -112" (169) SEE SHEETS M310.28 & M400.4 FOR CANT. i -1 j2* (16.5) 1 ! (44) 2" 1 Y 3j4 2" 1" TO BEVERAGE STATION SEE SHEET M700.3 FOR CONTINUATION 1 4" (986} (437) 3" GPM � � � 4" 3 b - ANITOR WOMEN'S 04 ° ° " =v' 1 RESTROOM r N � CLOSET 1 1" MEN'S RESTROOM Gi4t. SEE SHEET M400.4. 3/4' TO TOWER 'B' SEE SHEET M700.5 3 , ,- N V o b a n 0 n cv ;� Y 2 � a. i '- _ x x UR R WC i LAY LAY LAY La = Tr Tr SA -4 1 1 LAY LAY LAY LAY 1 Irr IrT 1 FOR CONTINUATION GARAGE LEVEL 1 (55) 2' i GPM 3 4 1 -1f4' i '! M Wc y 4 1 3/4" 2" y 1 -1/2" 1 -114" 3 1 4 ' GARAGE LEVEL 1 (62) 1-1 -- - -_.�- (4 GPM)1* - -- .--HP CW _ 120` _ _ - _ _- --+- -_ - + l- _ -- --It -_ _-•- -------- ----HP CW - - -F3P CW-- 1 GPM - 120'-- +--- -- - - -i- 2 -1 j2 "120` --- '1}t`� 1" 3/ 4* -- - - - --- -.-- 120` --�- -- -- _- -_ __ 120`- ** ---- # -_ _ _ _ _ _ 1 -- -- -_ - -_ (114) 2" 120` -"- ---- __ -_- ) __ 140 ' __ __ 1 I HP 120` ___ �_ __ ___ �_ 120' -- + --""'- 1 - -1 2 "120' - - " _ ---' i 140' !_ 120` - -_ -- _ -_ - -_ ___ 120' 120' 1 _ P 120' -- 140• - �,.�___ _ HP 120' - -- ___ -- ___ - -- - -- HP 120` - ------ - - -► HP 120' _ -_-- - - -HP 120' -•- - -- - -HP 120' - -i-- __ - - -HP ___ 140 140' ' -- + -- - - -- 1 HP 120` - - ►--- --- - -- HP 120• -�- - - -- - HP 120' - - 120' -- Y HP 120' - --- -- --���4 (1448} ! i (48) 1 -1/2 " 3 GPM _ _ - - HP 120' -1- - -_- s HP 120` - +�-- -- 4 1 1-1/2* (16.5) 3/4" 5" 1 -i j4* 1 -112' HP 120' -i- - - -- -- _ _ (12) 1 -1 " 4 94) v air, ^ HP 120' (10) 114) 1 {9.5) 1 -iJ4' ` `v N 04 NOTES 5 "TO FLOORS 2 THROUGH 7 HP CW - _ 4 "TO LEVELS G2 THROUGH 1ST _ _ _ CL ^� � --�- _ - - --�- -- 1 ' ( HP CW - -- - -�- - CP -6 (4) n. n.o. a 0. 2" (110) 3 (440) ' � r 2(32 GPM) ! 1 1 .GENERAL 1. SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZING TO INDIVIDUAL FIXTURES. , ___ _ _�- 1 140` -1 140' ___�_ -_ - 4 {1700) 1 1 _ _ _ ` _ _ _ 1 - - •-140' -i -1- - - - -- 8-140 - - - - - - - - i L2" _ - _ ___ - __ _ -- 140` 140` - _ _ _ _ _ --►140• - _ _ _ _ _ _ _ _ _ _ -- » -i40' - _ 2. SEE FLOOR PLANS FOR ADDITIONAL SIZING AND 3. SEE DETAIL SHEET FOR MORE DETAILED INFO. MORE INFO. ! (110) - HP CW+ ---- - - - HP CW-- -7 --- 1 -1_I_ _ _�.._ _ _ 1 # __ 1 , HP 120` _ _�..__ _ _ _ ___,...,.__ 3' 4' -»-4" 3" 1_1/4* 1/2' 4. PROVIDE THERMOSATIC MIXING VALVE AT EACH COMMERCIAL , TOILET ROOM AT SET HW TO 110' F. i HWC TO KITCHENS " 4* 2 -i ! TMV -3 TMV -4 1 1 ---- -y- -HP 120' �- __ - - --• -HP - - 3" 3- 4» 5" 2 -1/2 ° 2 {29 GPM} 2 -i /2" (330} e 4" 3" (440) __ HP 120` TMV-1 1 AADD 2' 2" 2 3 1 / 2" g" 3" 1 1 -1 j4* SMY-s� ! 1 - 4'' 140` -_- --H P CW. --•- - I --^!- - -- -- -- -� z- HWR-► - ,_. - - _. -HWR- - _HwR - .._ r.HwR� ._. _HwR_ 2 cL �_ HWS t 4" HWS 4 -HWS - 1 HWS 1 i -HWS - 0-200 0 t ADD " Si - 30 A I 5" 3 ASi - 30 A BFP TO HVAC SYSTEM " N.C. SEE HVAC PLANS BYPASS 3 N.C. FOR MORE INFO. BYPASS a ! 1 n IT {TOWER A) C -1 (16.5 }' 4' ' , 3 I -200' i ! FP- 6 R� PBFP FP- 3 "RPBFP M M _ -�- * __ 1 3" 4" i 1 , 3 1 1 5 "DOM. WTR. MAIN SHUTOFF VALVE (450 GPM) 1 a 1 ==� (TOWER D) (12) i i ! 1 i DET- - If RESTROOM ! Y Y 5 4 i 1 F 4» ASI - 30 ESP£ TAW 120' ws -2 WS - C -5 (29) TQ R W- ( ) (9.5) 3Y -- (TOWER C) - (10) 3- - ul P 120`- EXP. TANK HWG -4 HWG -1 4 Y XP. TANK WG -2 G223 1 3Y SA - 1 3" WC LAY WA R METER 5 Y Y 5 4 BYPASS LOOP VAL - -� -_ - _ HP CW - 4� 41 - CW SUPPLY CW SUPPLY a HP CW r \ I HWS I i H HWS I T. 5 " Cw MAIN GARAGE LEVEL 2 HIGH PRESSURE PRV -1 LOW PRESSURE PRV- tiffs ^^r%45 A mr"r% l If'SLl .1t it Ci / LrM i ^0% 2^" it %-r% NORMALLY - CLOSED HIGH PRESSURE LOW PRESSURE LOW PRESSURE THERMOSTATIC MiXING HIGH PRESSURE THERMOSTATIC SAR A 400_w w1#%r- -wm -&A9-w . :» . __- -- - + ... .i: ..... ♦ w' Vi i' .. =- ' ♦.. i ,.,.,:. ...,..,. GARAGE LEVEL 2 s ':' ... ..'.. .t '..; .• MIXING HIGH PRESSURE DOMESTIC WATER HEATERS LOW PRESSURE D WATER HEATERS sV A. ! li a 'w'%A� 1 IF 7 �" 4r w »V ML I I of iVVM� 1 1%0 1 i 340 GPM (SEE DETAIL) 205 GPM (SEE DETAIL) IF T n r V-n vvr I c111c117111 WT I% I Gn a tVr I G1111irmn VALVE* %0= UE I AB.I 20826.01 DOMESTIC WATER FL OW CSI Cotor, Ruma & Assoc_ FILENAME: P: \PROJECTS \2003 \2003 -237 VAIL UONSHEAD CORE REDEVELOPMENT \CAD \DDS \CLAD \P- HIN2.DWG - M700.4 PLOT: 03/01/2006 @ 9:13om REV: 02/28/2006 CAD: mmg XREF: tb.dwg tb- condo.dwg VALVbb Bibb DETAIL) A RAM TOWE R 'C' NO SCALE (:SEE DETAIL) (SEE DETAIL) OWNER/DEVELOPER VAM RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD ARCHITECTURE Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELI, ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VA14 COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECI' NUMBER: 20826.01 ISSUE REVISION DATE 002 DD FROG 1 04.12.04 003 DD PROD 2 05.21.04 004 PRICING PKG 06.21.04 005 CD FROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD PROD. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDEN 14 07.29.05 045 ASI057 12 -15 -05 058 ASI058 12 -13 -05 059 ASI062 12 -19 -05 068 ASI070 01 -03 -06 078 PR 052 01 -17 -06 091 PR 089BC 02 -03 -06 074 PR 055BC 02 -10 -06 107 PR 09OBC 02 -28 -06 N PROJECT KEYPLAN DOMESTIC WATER FLOW DIAGRAM (I 0 2003 42140 ARCHITECTURE, INC. 87 86 () MZI-O-.15 700. ZO :##a 9 3" 3" 1- 1/4 "(9.5 GPM) 83 82 81 80 79 78 77 112 111 700. 700. 700. 700. 700. 7 00. 700. A ASI -30 moo 2" DD FROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROD SET 01.14.05 006 PER24IT /BID 02.15.05 007 PER?MfIT REV 03.24.05 008 PERMIT RI V 04.07.05 M LAY 1 « TT 3/4" LAY ' 1" LAY ADDENDUM 4 05.27.05 012 0527.05 1/2" (1/2 GPM) PRESET c;� 3/4' 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /0.20. � g : ,3/�4t � m l � BALANCE VALVE (TYP.) W, LAY LEVEL 7 -- LEVEL 7 - - 1 -1/4" 1 1 i s 1 (25) 3/4' (1.5) 3J4' SEE SHEET M700.4 FOR CONTINUATION 1 1 -1/4" 3/4 " 1" 1" 1 I 1 SEE SHEET M700.6 (1/2) 3/4' 3/4' 1" 3/4 *_ 3/4" 3/4' t 314" 1/2' 1 I 314" FOR CONTINUATION -- -- - - - - (10) 1 -1/4 - -- - -- - -- - -- I - - 1 - - -- — - 3/4" 1 I 3 /4 » t / 3/4 I LAY t�.t� t � � I t M LAY 3 t I I I LAY DNS me � — L. ., 1 1 LAY M + � LAY LAY LAY 2w 2K � � � a � Su � �c LAY 1 -.. 6 1 1 /2 » = r 3 J4" -� 3/4" 1 /2" LEVEL 1/2' 3/4" 1/2' I « 1/2 - `t i s 3/4 3/¢ - -- - -- - - -- - - 3/4" 3/¢« - -- (1/2) 3/4" 1 1 - 1/2M 1 -1/4 I 1 - 1/4' 3/4 (11) 1 - 1/4' I 1 I t 1' 1" -- I 3/4 1 1M 1/4" 1 1/2' 3/4'(2 GPM) 1/2" 1/2' 1/2" 1 I 1 1 1 1/2" 1/2" 314 1' I t I 1 1 " 1 tii I I I LAY I LAY 3/4" - l oo - 3/4' I LAY __ L- t LAY c �1NK LAY 1 l AY L& 12w MK ai YYSi LAY LAY LAY Y& LEVEL 5 LAY t TT LE 5 j 3/¢» 1/2- 1/2- 1'--Y - 1 -1 /4" 1 3/4" 1 2« I / 2 3/4' 3/4' I 1 / 2 » 3 1 4 » 1 I 1 3 /¢« t L3/4 1" 1/2' 1 1 1 1 1 3 1-1/2" 1 -1/4" 1 1 -1/4" t 1" I t 1 I 1 -1/4' 1" t-- 1 -1/4' 1" I I 1 -1 /4' t 1/2' 1" 1 1 1 -1/4' 1" I 1 1/2" I 3/4" 1 1' 1 3/4" 3/4" 1/2" 1 I I 1' 3/4' t 3/4' 1/2" 1 1 -1/4' I t 3/4' 1/2" 1 I 1 , 1 I 1 3/4 " { t 1" 1 1 LAY 3 J4» t $j I 1 $I « 1 K LAY I 1 1314s �. I 1 2w I LAY LAY W, L 4 — LAY 1 314" I 1 LEVEL 1 /2' 1 • I -- _ 1 3/4" 1 /2- I 1 1/2" 3/4' 1-1/4' r 10 1' 3/4" = 3/4" 1/2 1' 1 s 1' 1 -1/4' 3/4« L1 is 1-1/4 __ 1/2« 1« 1 1 -1/4" 1 -1/4' -1/2" ' 1 - 1/2' I 1 - 1/4" 1 1 - 1/4' 1 - 1/2' 1 - 1/2' i 1 - 1/2' 3/4' I 1 - 1/4' t 1/2' 1' 1 1 - 1/2' 1 -1/4" 3/4" 1/2" NU N N N 3 N N3 O� 03 b ^= 1 CL ° 'z 1' ° = d_ 1 /2 LAY az 3 4" a-= a= a= t 1 1' LAY 3/4" 1/2" % 1" 1/2" I _ j L 3/4" D� ;?1dK LAY LAY BI gI YYS'c LAY LAY BI 3 1 /2" I LAY 3/4" 1 /2« - » 1 1 1/2 3/4" 1/2 " t 1 -1/2 I « 1 -1/2" 1 -1/2 r 1 -1/4 « 1 1 -1/2 I t « 1 1 -1 /2* 1/2' 1 -1/4" 1 1-1/4* 1 / 1-1/2' LEVEL 3 2 __ - - __ is C4 �i - - 2' r 2" - - " 2" - 2" -_ __ - - -- - - 1 -1/2" 2" -- - 1" CW & - 2" - - -- 1" CW & Tu -- - -� 2" 1 -1/2" - -- -- -- 1 -1/2" HP 120'- � --- - -� HP CW _ LEVEL 2 1 -1/2' 1 -1/2" 1 -1/2' 1 -1/4' u u 3/4" HW TO u 3/4" HW TO (11) 1- 1/4 '-4 2 2 -112' (264) HP 120.,-1 (174) 1 -1/4" NP 120' HP CW 1 1 -- HP 120'- +--- HP CA -- - 4 -4 /A" 1 Stitt I M l W.4 CONTINUATION A ASI -30 A ASI -30 -- - - -- HP 120' - - - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- - - - -- -- - -- -- -- HP 120' HP CW - - -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- - -- ;---- - - ---- -- - - - - -- - - - -_ - -- _ - - - - - - - - - - - - - HP 120'- --�- -- -- HP 120' -�— �- - - -- 120'-- -- - -- - - - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - - - - - - - - - HP CW -- 120' —+- -- -- -- -- -- -- -- -- -- --- -- -- -- -- -- -- -- __ ___ - -- - -- - -- - -- -- - -- - -- 120'--- F - - - -- - 3/4 "(2 GPM) - - - - - - - - - - - - - - - - - - - - -- y-- - -� 2" (78) — 2-1/2 (169) SEE SHEET M700.4 FOR CONTINUATION GARAGE LEVEL. 1 BUI LDNIG • B' u oif ii SEE SHEET M700.6 FOR CONTINUATION 3" (379) ASi -30 3' (592) LEVEL 1 _ 2" (78) L 3/4'(2 GPM) 2-1/2' (169) SEE SHEET M700.6 FOR CONTINUATION GARAGE LEVEL 1 F1 i R I ILI awk RE� a e OVrNPRJDEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COL.OR9DO ARCHITECT OF RECORD ■ nrtcttrrEeruRE Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART I HOWETTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWEL.L ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. V AIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDW'ARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 002 DD FROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROD SET 01.14.05 006 PER24IT /BID 02.15.05 007 PER?MfIT REV 03.24.05 008 PERMIT RI V 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 0527.05 017 CD PROD. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /0.20. _q� PROJECT KEYPIAN Cotor, Ruma & Assoc. FILENAME: H: \04119 \01 -09 -05 DRAWINGS \P- HIN2.DWG _ M700.5 PLOT: 10/07/2005 0 8: 06om REV: 09/30/2005 CAD: kkr XREF: tb.dwg GARAGE LEVEL 2 DOMESTIC WATER FLOW DIAGRAM TOWER 'C' NO SCALE DOMESTIC WATER FLOW DIAGRAM ><r NO SCALE DOMESTIC WATER FLOW DIAGRAM IST !'ii e 7OO.6 DD PROG 1 105 a 103 e7OO.6 004 !70 06.21.04 97 96 A,6 006 7704,6 7700,6 007 �6 03.24.05 71,{00,6 6 7,00 6 1�6 704 A ASI -30 ASI -30 SEE SHEET M700.5 FOR CONTINUATION „ 1/2 ( 1 /2 GPM) PRESET A BALANCE VALVE (TYP.) LEVEL 7 3/4 3/4- ASI-30 LEVEL 7 (2 3f� (1.5) 314 -- _ - -- - ..,E. —� 3f 4” _ --- �- - {i.5) 3f4 „ -� 3/4” (3.5) 1 (3) 3/4 (4) 1" 3f4' 1 i j2 „ 1 - 1/2 I - i 12- 1 1/2 3 SEE SHEET M700.7 FOR CONTINUATION (6.5) 1 1 1 i 1 j2- 1/2- 112- � 1f2 1j2" 1 j2 - 1 i P I'll i i „3f4- i 3f4 1 1 3f4 1/2 1 j2„ 101 t 1 i 314 j { �6 7\ I I in WC LAV l.AV — i LAY LAY @I 1 LAY LAY L&Y �1C � �2 1.$1 try y 1 BSc l LAV WS'c 1 [ SH LEVEL 6 i Lu K � L&Y LAY 3 /4- T4T TT LEVEL 6 1" i /2" 1" 1/2" 1/2 3f4„ 3/ 1 1" 314_ 3 / 4 ' 3 1 4 „ 1 f _ i12 1 f2 „ 1/2„ r ill 1 1 1- _ 1" —1 / 2' {7.5) i 1 1 j2- 3 j4 „ i 314 1- 1 /2. 1 3 j4» 3/4* 1 /2 „ 1 /2 ' i i 1 3/4- 112„ i 1 1" 314" 314- 1* I E� F3/4* " i WC LAY ! LAY LAY ! 1 1 i ASI -30 -30 1 s s =[E �L — 1 WC 1 �I $1 LAY WC LAY LAY LAY � 1 WC LAV LAV � LAY WC LEVEL 5 LAY WC WC LAY � 1 -1 2" 1/2- 1 -1 4" 1 2 1 2" 112~ 1 1 LEVEL 5 j 3 1* 112„ 1 -1 f4 1- 1- 1/2 3/4 1/2 1 1- 3/4- 1 _= �� =- 1 1 1 3 j - 1 „ ASI -30 �� /� 1 j� 1 j2 - 1/2 1 ill" i 1 1 I 2 1 1 1 i !� 1 1 AS — 1 s 1 1 1 „ Ass -3a 3/4 1 -1/2" 1 �-1 ' 1 A 1 1 i 1 -1 4 1 \ 1 1/2" 1 A 1/2 1 1 1 -1 j 4 - 3f4" i 1 f2" ASI - 30 1 I 1 1- 1 ASI -30 1 ! R P�C i ASI -30 3/4" A 3/4 3/4" E I i i' i ASI -30 1 1 1 -1/2' I i 1 1 1 1 1 1 i 11 314 ro � I ' l 1- 1 1 LAY LAY L&V LAY LAY A l y ASI -30 i LK� 1 M LAY LAY l LAY aw a BI ASI - 30 LAY LAY BS D 2qK LEVEL 4 i LAY LAV LEVEL 4 LAY „ „ i /2 i 1 / 2 3 f4 - „ i 2 1' 3 4" 114 1 1/2_ 3/4„ 1 - f2- 1 » 1/2„ i 1/2 1 f2- 1 f2` ' 3f4 1/2 „ „ _ / 1/Z -- Z. � ASI -30 ! I 1 112„ ASI -30 i- A -30 1 1 -1/4" 1 -1/2 -_ _ 1 1 1 1 1 - 1/2 - 1 r 1 -1/2# 1 -1/4 i' 1 -1/2* 1 1 /4 -A/ x 1 3j4" 1 1 -1/4" 1 3f4" 1.1/2 1 -1/4 1 -1/4 °i 1 1 1" 1" A 2 1 i A ; ASI -30 1 ASI-30 i i 1 3/4 i 1 3/4- 1 1 /2" 3/4„ m 1/2- 1" 1 i 1" 3 4 ' LAY LAY L&Y �' 1 LAY LAY LAY L_ 1 ' ' i LAY L&Y' LAV LAY TT TT ASI -30 LAY LEVEL 3 i K 3/4- LAY LAY 2 1" r i f2 1 -1 j4" 3 j4 - ' 3/4 LEVEL 3 » 3j4 3j4 i/2 1 1f2 1 1 1/2 %-1-1/2- 1 -1 4 111/2 „ „ 112" „ 3 4 _ - 1 -114 I -30 11 1 2 � L - A 1 -1 Ass -30 ASI -30 2 i/2 1 3/4- ASI 30 ° ASI -30 4/L A 314 .- 0 112 b 3 ASI -30 c 1 1_ a @I ' i- = 1 2µ _ a „ / » _= 3f4 1 j2 ASi -30 Q j „ WC LAV LAY 1 a a 0.0 1 JlYSi X13 1 Q / = LAY L9Y s 3 /4 1 2 a „ _ s 3 4 " _ _ ASI - 30 - LAY LAY L&V ! v' LAY L&Y �LAY BI = _ DI K 1 11 t °'' „ Q LAY L6Y L&V L9V 'WC T LEVEL 2 Y 314- LAY LAY 3 4 i 3 4 LAY LAY 3 1 4 {67} LEVEL 2 3/4" 2. = „ 1 -t /4" 1 -1/2" 1 -1/2 2 1 -1/2" 3f4 1 -1/4 1 -1/2 - '{ - i 2 1 -1/2 3/4 1 -1/2 — „ 1/2" 1 1/2" 1" 2" { } { ) _ 12 - __ ..,,_ — - „..,_..... t i 1 L » _ _ 1 - 1 4 1 -1/ ASI-30 __ __ __ _ __ __ __ __ __ _.__ __ _ 102 1 7 5 -_ ___ ___ ___ ___ _ -_ _ -- -- _ -_ __.. ___ ___ HP 120'- �►-- -_ r - -- _ -- -_ HP - - - Li-1/2- (82) - 2” - - 2- 2 „ - -��� -- - 2-A - 2„ A 312 SEE SHEET M700.5 1 -1/4 (23) 1 i -1/2” 2- ASI -30 ASI 30 2 -1/2 1" 1 -1 /4- ASi -30 2 -1/2- AA 0 L (206) SEE SHEET 1 M700.7� FOR CONTINUATION 1-1 1 -1 j2" 1 -1 j4„ FOR CONTINUATION ASI- -30 LEVEL 1 A ASI -30 2 3/4 "(2 GPM) SEE SHEET M700.5 FOR CONTINUATION GARAGE LEVEL 1 3 (379) 3 (592)- 1- 1/4 "(9.5 GPM) LEVEL 1 ___ _ -- ___ ___ ___ ___ ___ ___ -_- HP 120' - -- fr, 1tA. i1r i�v HP 120' --- HP 120' — lipCW -- - _ _ - _ _ - _ _ - _ _ _,..._.. —..HP CW-+ -- - e - -- ___ ___ ___ _ -- ___ ___ ___ _ -- ___ ___ ___ ___ ___ _ -- _ -- ___ t " „ 2" {59) 3 GPM) 2" (78) - -��_ -- 2 1 -1/4 /� SEE SHEET M700.7 -2-1/2 (169) r .-1 -1 /d' eei_?:n FOR CONTINUATION GARAGE LEVEL 1 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ARCHITECTURE 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. DEINWER„ 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 SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD PROD. 2R 07.01.05 019 ADDENDUM 10 07.07.05 0 2 3 A - DUM 14 07.29.05 045 ASI 057 12 -15 -05 058 ASI 058 12 -13 -05 059 ASI 062 12 -19 -05 068 ASI 070 01 -03 -06 078 PR 052 01 -17 -06 107 PR 090BC 02 -28 -06 r q]= N PROJECT KEYPIAN 3 {379} -3" (592) Fi- 1/4 " {9.5 GPM) ' -30 HP 120'- ---___ ___ -- -- HP 120' HP CW -• -- - ___ G ARAG E LEVEL 2 f'ADAf'C t CUM I lb 0 M ESTIC W i NO SCALE Cotor, Ruma & Assoc. FILENAME:P: \PROJECTS \2003 \2003 -237 VAIL UONSHEAD CORE REDEVELOPMENT \CAD \DDS \CCAD \P- HIN2.DWG - M700.6 PLOT: 03/01 /2006 @ 9:13om REV. 02/28/2006 CAD: mmg XREF: tb.dwg tb- condo.dwg DOMESTIC WATER FLOW DIAGRAM 94 93 MZ00.7 700. ROOF ASI -30 1/2" (1/2 GPM) PRESET LEVEL 7 BALANCE VALVE (TYP.) LEVEL 7 3/4' -1 / 374'- SEE SHEET M700.6 1/2* 04.12.04 003 DID PROCJ 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID 02.15.05 FOR CONTINUATION i 1 f 2" PERMIT REV 04.07.05 011 i 05.27.05 012 CD PROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 �I X LAY LAY LEVEL 6 LEVEL 6 I L1/ 1 t- 1» 3/4' 1» 3/4" I i 1 4L01 I I 92 7 92 t 92 700. 91 t � 89 700. 88 7007 LEVEL 5 i LEVEL 5 1/2" 1 L3/4' _ 314 "J 3f4'_ 1' 1 1/2' i ' ASI -30 1 1 ! I I I 1 ; I 1 " I 1 /2" DE D,E LAY LAY m LAY LAY TT L i m 1 i � LEVEL 4 LAY 3/4" 314' 3/4" 3/4" LEVEL 4 1 / 2 " J - -- - -- I -- 3/4" 1/2" 1/2" 1/2" 1/2" 1 1 i I 1 1 -1 /2' 1 I 1" 1-1/4 i 3f4" I 3/4" 1" 1" 1 /2" 3/4 1/Z— 1" i 3 1» 3f 4 � 3 4" I 1/2' 1 1 : L W, LAY LAY i ' m LAY LAY SH I LAY I !L:T= _ 2w K i BI ' LAY LAY 3 3f4' 1 -1 /4' " 1/2" 1" X 1" 1 -1/4" LAY LEVEL 3 3/4" 1" 1 -1/4" 1/2' 1' 1 " r- a i •- r -- 1/2" n= 3/4" 1/2' CL 1 3/4" /LAY a a n s z 3/4" 1' CL m LAY = _ K LAY x CL iL z 1 f2• mi 2" 1 -1/2" LAY LAY c BI LAY �H � �{'c LAY } _- pit �S /2» 1 �� 1/2" LAY LAY � E LEVEL 2 " LAY WUR 1 LAY 1 /2' LEVEL 2 1 "(7.5) 2' 3/4" - 1 -1/2" 2 » 1 GPM) 3/4 *(2 GPM) 1 -1/2 1 -1/4 » 1/2" 1" _ 314" 3/4" 1 -1/2' 3/4" -1/4" -- _ __ - __ " » 3f4 1�2 1 -1/4 _ 1" 1 2" 3[4= _- - - __ _- - -- - ---- - -- -- -- 1- 1/4'(9,5 GPM) - -- z- - -- _ 1_1 2' HP 120'- HP CW - - 120' --+ - - -_ - -- - - - -- - -- 1 -1/2" - -- _ -- - -- - -- _ - _- _ -- -- - - - -- - - - -- - - tf - - -- - - -- 120' --1 SEE SHEET M700.6 FOR CONTINUATION 2 -1/2" 1 -1/4" 3" _ -- 2 -1/2" -- 1/2" 1 -1/2" ~- _- 120'- --- - -- --- _- 3/4' 1 -1/2" 1 " MEN'S &WOMEN'S -_ -- 2" 1 -1/2' -- -- - -- 1- 1/2'(63) 1- 1/2'(48} -- -- 1 -1/2' 1" -- SEE ENLARGED KITCHEN RESTROOMS 3/4" ij N b o i 1- 1/4' -1 ]ski l PLAN FOR CONTINUATION. SHEET M400.2 i i i 1/2' 1" 1f2" 1 -1/4� (379) 3i � � � LAY LAY 1 3 (592) 3` � M� LEVEL 1 - -- -- - -- -- - HP 120 °— +- HP 120' -m- -- CW - --- -- - - -- t -- 1 - r--2 "(108) i n - -- -- - 120' -- -- - -- 2 "(59) -- - - - 120' - � -- - -- - SEE SHEET M700.6 FOR CONTINUATION GARAGE LEVEL 1 L 2" L 3/4 "(2 GPM) N.", GARAGE LEVEL 1 m Mel ELI Milk OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD ARCHtiECMRE Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, 1NC AVON,COLORADO MEP E \GRNEERS CATOR, RUTMA AND ASSOCIA TES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COI..ORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DA'I 002 DD FROG 1 04.12.04 003 DID PROCJ 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD PROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 ld -w'0�r L � } � N PROJECT KEYPLAN GARAGE LEVEL 2 GARAGE DOMESTIC WATER FLOW DIAGRAM TOWER 'B° NO SCALE m DOMESTIC WATER FLOW DIAGRAM Cotor, Rumo & Assoc. FILENAME: H: \04119 \01 -09 -05 DRAWINGS \P- HIN2.DWG - M700.7 PLOT: 10/07/2005 0 8: 50am REV: 09/30/2005 CAD: kkr XREF: tb.dwg 11 M700,7 Jil 5 "VTR r 2 " TO F Q-,4*� ASI -30 r•2� / 1`. 2 " /'' r / %j/ i 1 � �3 1 JJ � ! �I 4 « f ( 2"' i LAY ' TO RISER 1 2" 4" { I I 2 " 2 " ! i 4r �z 2" 2" 2" QT r / ! 3" 200 Y1 I 1% « 6 I I I ( I I I ,I 21 1 4" 1 ( SINK DECK MOUNTED I n 2 " AIRGAP FITTING ( S& 21SLAND VENT } 2 r ! 2'WCO 1 Zm DW ( I I 2" / ! I 2j .-1' ' 2' i 2" ! I 4" I I SINK DECK MOUNTED i n 2' AIRGAP FITTING I 12t;a1' dK 21SLAND VENT I 2r I I i 2"WCO I L i I TO DW I h 2" . 1 2' � I 1 2" / 2 / I I �// 2 w I rk f I i 2- I 4" I 1 I I 1 SINK DECK MOUNTED ( n2" AIRGAP FITTING I 1 2 VENT } 2" ( 2 "W1i0 I L 1 2" To DW � ' 1 2r J I r ( 2, 11 // 2" i r I i I i I l i I f 2.1 I ( 4" / f 1 py� I I "WCO TO DW 00, --1-- /' 3"WCO ' 2" 4" WASTE AND o VENT RISER DIAGRAM (24 F °> 4180-00 SCALE: NONE /---- SINK DECK MOUNTED AIRGAP FITTING I ^ 1 2 r f 21SLAND VENT SEE PLANS FOR CONT. 5 `v aka . 11 r ' / \ —TO RISER 3 "} 3 / 1 1 " I T I '� `I 1 ` j �.e�t 12» 2� i I < � I 2» 2 w 1 4' f 1 2 « LAY I A 3 " 1 4» 2" 2 WCO i I�1 2 "WC0 2 2/ ``2' ( I C RISER N% � i I ! 3' I } 1 4r 2" 4 " . 1 1 6 LAY � 2" ! 4" 2 "WCO I 13 « 2 " I 4" I } / / i 3 » 3r1 .I 13. I I i 1 2" I �« f 2 "WCO f I ! 21 i I 1 / I 2sp BI 2w 2" r f ` 3 r / I ! 1 2" M » �,. » ( 2 « (2" **% ` \ « /' 4 " / i 2 WCO I �. f BS 3* .,, I� 4 1 2 " { I M 1 I ( 2 2" LAY , 4' ' 4" Y& ( i 2" » WCO 2 « i « 2 i i » 2 I 3 1 3" 1 { 1 I I I I 2" I 1 3" 4 " r'' i I I 1 I I 1 2 "1 I 1 I 1 I 1 I 2"WCO I i 1 2 ' SH I 2 « � 1 I I I I 2 I I � I t 1 I I`� 1 I 2" 1 ` I } \« I LAY 2 00 `� LU ( 2 ,/;' ` ^ «' 1 200 }/ I � � 2" / i 2 2 "WCO 1 I /' I` f I LAY 3 1 2'� ` I � » I 1 12' I 2 « I 2 WCO 2 2» 3 i 1 " I I I 4 2 -I 4w I i 1 2 "WC4 � i 1 r � > i 200 1 300 2 `�� ! I � I r �2" � I� 2 I ` i 12 w I LAY 2"1 I 4 " i' } I LAY I I 2� 2" ! 1 I 2" LAy 1 i 2 " WC 0 r 12w 2 1 12 1 2 w 3" 1 1 3 1 1 ( > 2 w 1 1 I 3 r 1 r� ! j 200 w 1 2"WCO } 4" 4 ! w 1 f I � I 1 i SRO "Z o o I I I I 1 2" ' i I 1 1 I 2'WC° 1 3" 1 21 4,' 1 I 2$0 `� I r w 2 �2" I 1 2'I � 1 I� f tt tk, � I� 4" �I ! 2 ! I i }2« J L \3 » 4" SEE PLANS FOR CONT. -� WASTE AND r \— SEE PLANS \ FOR CONT. o VENT RISER DIAGRAM 4- SCALE: NONE 6� 5 0�� l J�� r. 3 I I `� y /' �TQ RISER f ! 3" ! 1 / 3" 3 " SEE PLANS / FOR CONT. / / w 2 SINK DECK MOUNTED w // 1 3 2/ / I 1 / 1 / n AIRGAP FITTING / I' 1 r / ( I } 2 ( 1 � 2'LSI AND VENT I I A RISER I ( I 2 2 " 1 } LAY I f I 2'WCO { I w 2 WCO i 2" I ( TO DW Last i 12" 1 � 1 2" J I I / 2 "Woo 2" I 2' I 2' 1 ( I ' ' 2' t I � t Q 2" 4" 3" 3' / 1 r i I 1 12' 1 I 1 » 2' ^1 2 1 ;i I 2" I 2 %t T ' 0 '4' I 4' /I / 1 � 1 /' 12" I /' I « 2 WCt I I � » 1 2 } 2 � ! m 4" d 1 ! 2 " 1 3" / I / / I r 1 I 12" 1 1 { LAY « 2 2 "WCO I 2' j 2" I 2' I I .IIY V I I I I 1 I i I 1 1 3' 1 r 1 I I 1 2" I 1 I LAY 2 0 2'WCO ( 21 2 2" 2" I I I I I I I I f 1 300 r 1 12" I LAY 2 ' 2 "WCO 2w 200 < 2" Y& v 4" i' 1 200 2 1 0o I / L ! I 002 'WCO ' , I 1 �» I I 2' � i 1 1 2" 2" ! 4" 4 2 ' I I 1 I I 1 /2 J /' 12' 4" 2i ' 1 / / lo, LAY . 2 WC4 ; I I I Y& 2" ! 1 I 4" I 2" 2 ! 4" I t 2" 4" 2 00 Ili / / / / } 2" /' 1 / 10, LAY . 2 WCO 1 " 1 ( T2*Q 200 / - SEE PLANS FOR CONT. 4" 4" ' A I I 1 1 I I I r I 1 2" 1 SINK DECK MOUNTED ( n AIRGAP FITTING D1S1? 21SLAND VENT 2" i ! 2 ' ZT'O � DW • n 2 , J I1 // } / / 2" I I I I I I I 2"1 1 2 " I I SINK DECK MOUNTED } AIRGAP FITTING ( 2"ISLAND VENT I 2 r ( I 2'WCO I 1 I TO DW I / J i! I I I / / 2" 1 a :� I I f 1 2 ,1 1 I 2" I SINK DECK MOUNTED AIRGAP FITTING 2`ISLAND VENT I 2r I 2'WCO I LTO DW 1 i i I � 2" � I I ( 1 I I 1 1 I 200 } 3" / I py� 1 I I D � 2'WY TO DW / ASI- 0 /< 3"WCO —I•- -- / 2' / r 1 o `o ASI -30 ASI -30 3" SEE PLANS FOR CONT. WASTE AND (85F-u) VENT RISER DIAGRAM (7°F °) >I SCALE: NONE WASTE AND SINK DECK MOUNTED AIRGAP FITTING ' 2 "ISLAND VENT WENT RISER DIAGRAM (10F.U.) 0,W�I SCALE: NONE �- -SEE PLANS FOR CONT. / i -30 Ile � / 1 C ' 1 1 I } ! A I 1200 { I I ! LAY t " " "WCO 4 2 � 4' ! ! 1 3 s 1 ! { 4' I I I I I I 14 V I I 12' { « I 4 I � I 1 2-WCO <4 ' 2 I» }� 2 ` / I 1 5 I I 1 3r 1 4 " f I I I ! I { ( 3 " V 1 } 12" I I I 4" 1 LAY 12'WCO 4" 2 2" I 4" ! I I 13 « 1 4' 1 1 1 1 1 1 f V I I 1 1 2" I I I 4" I 12 "WCO 4" 2 r 2 4" .� { { I I 1 ! I 4' I 1 1 3" I 1 ! ! 4 "WCO SEE I � OR ( OR P ANT 4 , 7 ! « } 4 I � � { 2" 1 2 "WCO r r 1p ( 4 2 I I • 3 r TO RETAIL SPACE C� 111 r'3 D ASI -30 WENT RISER DIAGRAM (n� °> Q 2003 42140 ARCHITECTURE, INC. �Pdd REG /SP v J0 � • ; P O . , a OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCH YrECrOFRECORD *AR04iECru� Denver, Colorado MAS'T'ER PLANNER & DESIGN ARCI- IriECT HART I F--IOWERTON NEW YORK, NEW YORK STRUCTURAL, ENGINEER MONROE & NEWELL ENGIINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGMI FR ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO An PROJECT NUMBER: 20826.01 ISSIE REVISION DATE PftOSEC N : }�.. PROJECT KEYPLAN PLUMBING ISOMETRICS i 002 DD FROG 1 04.12.04 003 DD FROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 P'ERMI'T" REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD FROG. 2 05.27.05 017 CD FROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 032 ASI -30 /6 -w -05� 2003 42140 ARCHITECTURE, INC. / / TO 0 / r / RISER 'A' ASI -30 / r / / r r I I i I 1 ( " I i I I 1 I � I ( I I 1 1 2" I 1 Uy I �7 2 "WCO 2 � r Ft00 4 , / Y r ASI -301 " 2 "TO RISER I "AL" I I I' \ �— SINK DECK AIRGAP FIIT7I�G ME / 1 2 "1 � \ 2 " 12 » TO DW . \\ ( 1 ( 2 WCO 2 « I I { I I 1 L O 001 l a SI -30 ( \ \\\ 2" / ( 1 / TO RISER ( I r r "AK' I 1 �/ 1 1 2' 1 2" LAY 2'r�0 2" I 2' 1 2 - I 4" LAY I � I ( 4 4" 2 "WCO 1 ' 2" 2 » " I I 1 I I I I I � I \ » i 2 \ \ 1 \ f 1 4' I I 1 I 1 I 1 (2 » LAY I I ---t 2 "WCO i I { J 4'WCO 1 2" L" 2 "WCO 4" W SEE PLANS FOR CONT. 4" 2" Q ' 4 zoo ( 2/3" i 2" ASI-30 1 TO RISER } f 3' I ( f \\ \ " 4" 2" I 1 3" 1 I I I I I I 2 1 r \I i I I I I i I I 4 ' i I ' I l \ ( I I f I 1 3 - I � I I 3" ' Ci WASTE AND 4" I I 2" i 4" 1 1 I I i 2" I &Y I J 0 K Sti 2, / 4 2" 2" 2 "WCO " 4' 4" 2" 4" SEE PLANS FOR CONT. I I I I I i I } I I ( I 2" I 1 3" 1 2 - 1 I � 1 I I I I I I i r \2 "I I 2» I I I I I 1 (� \ 2" i 2" I I I 1 i LAY 1 2- I I � M 2 �, WCO I 2 (^v 4" 2 " i 2 2" 2 i (2)2 "WCO " " 2" I I I I { 3" I i I I I i I I I I I 1 I I I I i \ \ 2' i I \ I I 1 3" 4 " I 1 1 2- (\ {2" 1 I 1 1 2 " jAy i 1 } I LAY 1 4" 2 »WC0 2' I ( " 2" } 2'WCO I 2 2» 2" I 4' 2" I I i 3" - Zo o I I� l \ } 1 3' 1 1 I I I 1 I LI i 2 AIL I i I I } 1 3' f I I I I I i I I I 1 2 »� I I 1 c r, SEE PLANS FOR CONT. WASTE AND � VENT RISER DIAGRAM (°�u iCALE: NONE WASTE AND Pte VENT RISER DIAGRAM � ^ F ° SCALE: NONE VENT RISER DIAGRAM S ^F SCALE: NONE VENT RISER DIAGRAM ( 33 F R 800 , 2 SCALE. NONE I I I i 2 " r 1 2" 1 I L8Y 1 r 2 "WCO V 2" �' I I I I I I 12" I I I I i I I I i 1 2 » L � 1 2' I WCO Z 4" 4"' 4' I 1 I r I I ( I 2" I I I I I I i ( I I I I 13 ' ( I I I I � I I I I � i 1 3 » 1 3" I I I 4" / r 2" / / / r I 1 I I 1 I I 12 » I I SEE PLANS FOR CONT. � 4" 50 3' i I I 1 1 I 2 -r I I I I I I 2 " I f » « \ 3" 3 j / / / i \ i I i I I I 4" 13* 1 I I I I I � I 2- \ 1 � I 11 I I } �� 4" >K I 00 'p SEE PLANS SEE PLANS FOR CONT. FOR CONT. TO 5" VTR-- ----2/ WASTE AND .y a Ads AG SEE PLANS � FOR CONT. �� I 8 �„ 0 � 12" i I I I \ r / I // I < I \ 1 TO RISER i "A 0 ASI -30 I 21 " I I I I I I ( I 1 2;1 I I O 001 l a SI -30 ( \ \\\ 2" / ( 1 / TO RISER ( I r r "AK' I 1 �/ 1 1 2' 1 2" LAY 2'r�0 2" I 2' 1 2 - I 4" LAY I � I ( 4 4" 2 "WCO 1 ' 2" 2 » " I I 1 I I I I I � I \ » i 2 \ \ 1 \ f 1 4' I I 1 I 1 I 1 (2 » LAY I I ---t 2 "WCO i I { J 4'WCO 1 2" L" 2 "WCO 4" W SEE PLANS FOR CONT. 4" 2" Q ' 4 zoo ( 2/3" i 2" ASI-30 1 TO RISER } f 3' I ( f \\ \ " 4" 2" I 1 3" 1 I I I I I I 2 1 r \I i I I I I i I I 4 ' i I ' I l \ ( I I f I 1 3 - I � I I 3" ' Ci WASTE AND 4" I I 2" i 4" 1 1 I I i 2" I &Y I J 0 K Sti 2, / 4 2" 2" 2 "WCO " 4' 4" 2" 4" SEE PLANS FOR CONT. I I I I I i I } I I ( I 2" I 1 3" 1 2 - 1 I � 1 I I I I I I i r \2 "I I 2» I I I I I 1 (� \ 2" i 2" I I I 1 i LAY 1 2- I I � M 2 �, WCO I 2 (^v 4" 2 " i 2 2" 2 i (2)2 "WCO " " 2" I I I I { 3" I i I I I i I I I I I 1 I I I I i \ \ 2' i I \ I I 1 3" 4 " I 1 1 2- (\ {2" 1 I 1 1 2 " jAy i 1 } I LAY 1 4" 2 »WC0 2' I ( " 2" } 2'WCO I 2 2» 2" I 4' 2" I I i 3" - Zo o I I� l \ } 1 3' 1 1 I I I 1 I LI i 2 AIL I i I I } 1 3' f I I I I I i I I I 1 2 »� I I 1 c r, SEE PLANS FOR CONT. WASTE AND � VENT RISER DIAGRAM (°�u iCALE: NONE WASTE AND Pte VENT RISER DIAGRAM � ^ F ° SCALE: NONE VENT RISER DIAGRAM S ^F SCALE: NONE VENT RISER DIAGRAM ( 33 F R 800 , 2 SCALE. NONE I I I i 2 " r 1 2" 1 I L8Y 1 r 2 "WCO V 2" �' I I I I I I 12" I I I I i I I I i 1 2 » L � 1 2' I WCO Z 4" 4"' 4' I 1 I r I I ( I 2" I I I I I I i ( I I I I 13 ' ( I I I I � I I I I � i 1 3 » 1 3" I I I 4" / r 2" / / / r I 1 I I 1 I I 12 » I I SEE PLANS FOR CONT. � 4" 50 3' i I I 1 1 I 2 -r I I I I I I 2 " I f » « \ 3" 3 j / / / i \ i I i I I I 4" 13* 1 I I I I I � I 2- \ 1 � I 11 I I } �� 4" >K I 00 'p SEE PLANS SEE PLANS FOR CONT. FOR CONT. TO 5" VTR-- ----2/ WASTE AND .y a Ads AG VENT RISER DIAGRAM (31 F .U.) � VENT RISER DIAGRAM ( 29 F.U.) �� SCALP: NONE 8 �„ 0 � SCALE: NONE 0 ASI -30 SEE PLANS _,-.-R-FOR CONT. 3' / r r \ j/ \ \ \3" t I i r J I / 4' I I I I 13 " i i I i I I 4' LAY I 10 % 4" 2 I / 2" K 4 " 2" i I I I I I 1 3 » 1 2 '( r 4 LAY 1 i ` 4' 2"WC 1 /� BI 4" 2" i 2' 2" /1 r 4' LAY i 4" 2" I 2" i 4" 2" I i I I I I I 12 « I I I 4 » 1 1 / ^ \ \ 2 " 2 ' \ \ �I / lo I I .f I � { >K I I I i I 1 1 I A REGIt! ° g_ _ 3 A ° R Aw s ` F (r t a r f 1` d :f 11 OWE ERJDEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD OVA Itj ■ Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART I HONVERI"ON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL FNGINEERS, NC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE, ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO P RO J ECT N U S =IBA R: 20826.01 ISSUE_, REVISION DAVITS 002 DD PROG 1 04.12.04 003 DD PROG 2 05.21.04 004 PRICING PKG 06.21.04 005 CD PROG SET 01.14.05 006 PERMIT /BID 02.15.05 007 PERMIT REV 03.24.05 008 PERMIT REV 04.07.05 011 ADDENDUM 4 05.27.05 012 CD PROD. 2 05.27.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDtM 14 07.29.05 032 ASI -30 fib. 7,0.05 PROJECT KEYPLM r