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Home My WebLink AboutREV1 approved plansScale Date Drawn By Project Number 8/17/2016 3:26:32 PMG400 COMCHECK REPORTS SKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 07.01.15 000000 01 PERMIT 07.01.15 No. Description Date 04/04/18 Scale Date Drawn By Project Number 8/17/2016 3:26:59 PMG401 COMCHECK REPORTS SKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 07.01.15 000000 01 PERMIT 07.01.15 No. Description Date 04/04/18 Scale Date Drawn By Project Number NOT FOR CONSTRUCTION 7/21/2015 10:36:23 AMG402 COMCHECK REPORTSSKI ANDSNOWBOARDCLUB VAIL 598 VAIL VALLEY DRIVEAuthor 07.01 .15 000000 No. Description Date 01 PERMIT 07.01.15 04/04/18 Scale Date Drawn By Project Number 8/17/2016 3:27:44 PMG403 COMCHECK REPORTS SKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 07.01.15 000000 01 PERMIT 07.01.15 No. Description Date 04/04/18 UP UP UP DN REF.REF. A2022 A202 A201 A201 1 2 1 1 1 4 4 5 5 6 63 4.1 1.1 1.2 0.1 0.1 1 A301 1 A301 C C F H H J J B G G A A GARAGE G01 ELEV. EQUIP G14 BOILER ROOM G09 EAST STAIR ES0 2 A301 2 A301 VAN PARKING C .1 C .1 45 6 7 89 COMPACT 10 11 12 13 14 15 16 17 18 19 20 21 22 23 COMPACT 24 COMPACT MECH G02 CLUB STORAGE G13 TUNE SHOP RECEPTION G03 EHU STUDIO TYPE A G16 EHU STUDIO - TYPE B UNIT G15 CLUB STORAGE G08 A250 A250 1 A401 1 A402 2 A402 2 A403 3 A403 1 A404 2 A404 1 A406 3 A407 A950 1 A901 1 A951 1 A902 1 1 A407 3 A408 2 A407 WEST STAIR WS0 ELEV VEST G10 TRASH/RECYCLE-E G11 F.D. F.D. F.D. F.D. 7 A704 WATER ENTRY G12 EL. VEST G18 TRASH/RECYCLE-W G17 73 80 80 80 80 80 80 80 80 80 73 73 73 80 TECH SHOP G04 A952 1 B.3 A704 3 A7044 A704 5 88' - 0" 88' - 0" BOLLARD BOLLARD BOLLARD BOLLARD 2 12 3 FUTURE MAT'LS LIFT 73 73 73 45 MINA602 13 OFFICE G07 MECH / JANITOR G05 EAST PENTHOUSE WORKSHOP G21 EAST PENTHOUSE STORAGE G20 EAST PENTHOUSE PARKINGWEST PENTHOUSE PARKING LOCKERS G06 CLUB ELEVATOR 1 CAR WASH EQUIPMENT WEST PENTHOUSE STORAGE 321 TESLA CHARGER A573 19 A573 16 A573 19 A573 3 A573 3 A573 19 A573 1 A573 15A573 15 A573 17 A573 17 A573 1 A573 16 A573 3 A573 2 A574 3 A574 3 *BLACK DASHED LINES= FUTURE BUILD-OUT 80 88 88 73 73 33 33 33 33 34 33 33 73 73 73 88 88 64 88 88 73 A701 1 A701 2 A203 12 64 64 PLATFORM/ ADA LIFT TO EHU/ 36" MIN. FLOOR WIDTH, 48" MIN. FLOOR DEPTH, 32" MIN. DOOR WIDTH Scale Date Drawn By Project Number 3/16" = 1'-0"3/23/2018 4:26:40 PMA100 GARAGE FLOOR PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW 3/9/2018 000000 3/16" = 1'-0" 1 GARAGE FLOOR PLAN 02 P.E.C. RESUBMITTAL 8-25-14 01 P.E.C. SUBMITTAL 7-14-14 03 P.E.C. RESUBMITTAL 9-26-14 0' 2' 8' 16' 32'4' 05 PERMIT 7-1-15 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 04/04/18 UP UP DN UP DN UP UP DN DN UP A202 A201 A201 1 2 1 3 A301 3 A301 1 1 4 4 5 5 6 63 4.1 1.1 1.1 1.2 1.2 0.1 0.1 1 A301 1 A301 C C F H H J J B G G A 2 A301 2 A301 C .1 C .1 1 A401 2 A401 3 A401 1 A402 2 A402 1 A403 2 A403 3 A403 1 A404 2 A404 3 A404 2 A405 1 A406 3 A407 CENTRAL STAIR CS1 WEST STAIR WS1 NEW PROPERTY LINE OLD PROPERTY LINE 42"H STEEL GUARDRAIL PROPERTY LINE 10'-8""W DRIVE LANE STEEL COLUMNS EAST STAIR ES1 GAS AND ELEC. METERS ALPINE COACHES WORK STATIONS 102 MECH. 150 GIRLS SKI STORAGE 134 ELECTRICAL 151 GATE STORAGE 132 WOMENS BATHROOM 136 MECH 122 GIRLS LOCKER ROOM 2 145 DETENTION VAULT A201 1 A2022 3 A408 2 A407 F.D. 7 A704 2 A408 F.D. 80 4346 80 46 B.3 1 A409 BREEZEWAY 101 2 D D 3 A406 ALPINE DIRECTOR OFFICE 103 CONF 104 CONF. 105 OFFICE 106 OFFICE 107 CONF. 108 ATHLETIC DIR.OFFICE 109 SNOWBOARD OFFICE 138 CONF. 139 F.ST./F.SK. OFFICE 140 FREE SKI/STYLE DIR. OFFICE 142 F.ST./F.SK. OFFICE 141 73 73 GRIPPABLE HANDRAIL @ 36-38" AFF 7 R.'S @ @ 7" 36 A203 10 MAINTENANCE STORAGE F.D. F.D. Shwr WEST HALLWAY 110 BOYS LOCKER ROOM 1 114 WEST LOCKER HALL 133 MENS FREE SKI STORAGE 112 BOYS FREE SKI STORAGE 113 WEST ELEV VEST 118 WEST PENTHOUSE STORAGE 117 WEST BREEZEWAY 116 GATE REPAIR 119 STORAGE 121 EAST HALLWAY 115 TECH SERVICE CARTS 120 MENS BATHROOM 135 BOYS BATHROOM 128 DAY USE ATHLETE AREA 126 EAST LOCKER HALL 127 WOMENS LOCKER ROOM 2 148 GIRLS BATHROOM 129 EAST PENTHOUSE SKI ROOM 149 GATE STORAGE 130 WOMENS SKI STORAGE 131 MENS LOCKER ROOM 1 111 BOYS LOCKER ROOM 2 124 MENS LOCKER ROOM 2 123 BOYS LOCKER ROOM 3 125 GIRLS LOCKER ROOM 1 144 GIRLS LOCKER ROOM 3 146 WOMENS LOCKER ROOM 1 147 ACROBATICS WORK 137 CONF. 143 PATIO STAIR EAST PSE1 A251 1 A252 1 A253 1 F.D. F.D. F.D. F.D. F.D. F.D. F.D. F.D.F.D. F.D. F.D. F.D. F.D. F.D. F.D. F.D. F.D. F.D. BOOT DRYER SKI/SNOWBOARD RACK A575 9 A575 9 A574 3 A573 1 A573 1 A573 1 A573 1 A574 3 A573 1 A573 1 A574 3 A574 3 A573 1 A573 1 A573 1 A573 1 A573 1 A573 1 LINE OF FLOOR ABOVE CLUB ELEVATOR 324 EAST CONDO ELEV. 325 WEST CONDO ELEV. 326 *BLACK DASHED LINES= FUTURE BUILD-OUT 88 88 88 88 36 36 36 34 33 34 34 36 36 36 36 36 34 36 34 36 34 88 88 36 36 88 88 64 64 80 34 34 34 3436 36 3634 34 4646 36 36 34 E E A507 3 A507 3 A507 3 A507 3 A507 3A507 3 A507 3 A507 3 A507 3 A602 46 64 64 *BLACK DASHED LINES= FUTURE BUILD-OUT Scale Date Drawn By Project Number 3/16" = 1'-0"3/23/2018 4:26:44 PMA101 CLUB LEVEL ONE FLOOR PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 3/16" = 1'-0" 1 CLUB LEVEL 1 FLOOR PLAN 0' 2' 8' 16' 32'4' 05 PERMIT 7-1-15 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 04/04/18 DN DN UP DN DN UP DN A202 A201 A201 1 2 1 3 A301 3 A301 1 1 4 4 5 5 6 63 4.1 1.1 1.2 0.1 0.1 1 A301 1 A301 C C F H H J J B G G A 2 A301 2 A301 1 A302 2 A302 2 A302 C .1 C .1 1 A401 2 A401 3 A401 1 A402 2 A402 1 A403 2 A403 3 A403 1 A404 2 A404 3 A404 2 A405 1 A408 1 A406 3 A407 2 A408 B.3 1 A409 2 A409 2 D A203 9 A203 3 A602 21 A602 43 A254 2 5 4 3 A255 2 3 4 5 A255 7 6 A255 8 A255 9 10 11 12 CLUB ROOM 207 BOARD ROOM 202 WEST STAIR WS2 CLUB ELEVATOR COMM 219 TREATMENT 204 MECH 209 BOOK KEEPER OFFICE 221 DISPLAY STOR/MECH 206 GYM 203 CHAIR AND TABLE STORAGE 205 STOR. 216 RECEPTION HALL 201 UP DISPLAY WALL OF FAME DISPLAY WOMEN'S RESTROOM 212 MEN'S RESTROOM 213 MEETING 215 SKI STOR 234 RR 224 RACE INFO DESK 233 KITCHTV PRINTER / COPIER AV AV COC TO STRETCHING / LIFTING STORAGE 208 SLIDING GLASS WALL AWARDS PODIUM - SEE LANDSCAPE FOR BOULDER ARRANGEMENT MECH 232 VENT CHASE FROM BELOW 2 A509 2 A509 22 A509 27 A509 36 X28 33 33 33 33 43 43 2 A406 3 A406 RATED FIRELITE GLASS OR SIM. PATIO STAIR EAST PSE2 NON-ADA NON-ADA NON-ADA NON-ADA ADA ADA ADA 35 35 TRAVEL TV WAITING AREA JANITOR 235 OFFICE 225 DEV. / EVENTS 230 STORAGE 228 HALL 231 HALL 227 WORKSTATIONS (4) 214 STAFF LUNCH AREA 223 ADMIS. OFFICE 217 FINANCE OFFICE 218 EXEC OFFICE 220 COO 222 WEST PENTHOUSE SKI STORAGE 237 OPERATIONS 229 EAST PENTHOUSE SKI STORAGE 236 CLUB TERRACE WEST ELEV VEST 210 EAST ELEV VEST 211 A574 3 A574 3 A574 3 A574 3 A256 1 A257 1 EAST STAIR 327 EAST CONDO ELEV. 328 LINE OF ROOF ABOVE *BLACK DASHED LINES= FUTURE BUILD-OUT UNLESS OTHERWISE NOTED ENTRY TRELLIS BELOW BBQ PLANTER WEST CONDO ELEV. 329 WS54 WOOD LOG SET FIRPLEACE 76 76 80 76 80 76 88 88 33 33 36 36 36 36 36 34 33 33 35 35 35 88 88 33 33 76 76 76 76 76 76 33 50 50 64 88 80 88 76 88 E A507 3 A507 3 A570 14 50 A602 45 *BLACK DASHED LINES= FUTURE BUILD-OUT UNLESS OTHERWISE NOTED Scale Date Drawn By Project Number 3/16" = 1'-0"3/27/2018 8:39:39 PMA102 CLUB LEVEL TWO FLOOR PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR 3/9/2018 000000 02 P.E.C. RESUBMITTAL 8-25-14 01 P.E.C. SUBMITTAL 7-14-14 03 P.E.C. RESUBMITTAL 9-26-14 0' 2' 8' 16' 32' 4' 05 PERMIT 7-1-15 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 3/16" = 1'-0"1 EXISTING/FUTURE CLUB LEVEL 2 FLOOR PLAN Copy 1 04/04/18 DN DN UP W DA2022 A202 A201 1 1 3 A301 3 A301 1 1 4 4 5 5 6 63 4.1 1.1 1.2 0.1 0.1 1 A301 1 A301 C C F H H B G G A 2 A301 2 A301 2 A302 2 A302 C .1 C .1 1 A401 2 A401 3 A401 1 A402 2 A402 1 A403 2 A403 3 A403 1 A404 2 A404 3 A404 1 A405 1 A408 1 A406 3 A407 A750 1 A750 2 A901 4 A950 4 A903 3 A951 4 A952 4 A902 4 A203 6 2 A408 B.3 4" / 12" 4" / 12" 4" / 12" 4" / 12" 1 A409 2 A409 2 D DECK ..DECK .. EGRESS STAIR .. .. DECK A602 7 A602 8 A602 9 A602 10 A602 11 A602 35 A602 37 A602 43 A255 9 11 STANDING SEAM ROOF ABOVE LINE OF ROOF ABOVE GUARDRAIL @ 36" AFF DECK DECK BALLAST BALLAST BALLAST ROOF GUARDRAIL @ 36" AFF CONFERENCE ROOM ROOF BELOW DN EAST STAIR EAST CONDO ELEV. MECH. CHASE BALLAST ROOF GUARDRAIL @ 36" AFF GUARDRAIL @ 36" AFF WEST CONDO STAIR WEST CONDO ELEV. MECH. CHASE DECK E Scale Date Drawn By Project Number 3/16" = 1'-0"3/9/2018 2:01:10 AMA103 CONDOMINIUM LEVEL THREE FLOOR PLANSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEMEW 3/9/2018 000000 02 P.E.C. RESUBMITTAL 8-25-14 01 P.E.C. SUBMITTAL 7-14-14 03 P.E.C. RESUBMITTAL 9-26-14 3/16" = 1'-0" 1 CONDOMINIUM LEVEL 3 FLOOR PLAN 0' 2' 8' 16' 32'4' 05 PERMIT 7-1-15 No. Description Date 06 9-15-17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 04/04/18 DN A2022 A202 A201 A201 1 2 1 3 A301 3 A301 1 1 4 4 5 5 6 63 4.1 1.1 1.2 0.1 0.1 1 A301 1 A301 C C F H H B G G A 2 A301 2 A301 1 A302 2 A302 2 A302 C .1 C .1 A258 4 A258 19 OPEN TO BELOW . . .. . . BALCONY BALCONY BALCONY 1 A401 2 A401 3 A401 1 A402 2 A402 1 A403 2 A403 2 A404 3 A404 1 A405 2 A405 1 A408 1 A406 A203 7 A750 3 A750 5 A750 4 A903 4 A952 6 A950 5 OPEN TO BELOW OPEN TO BELOW A203 6 B.3 26 26 2 D 16 17 A203 5 A602 6 A602 42 A260 A602 44 A2586 5 A258 9 11 A258 7 18 1 4 3 A261 1 3 24 A261 5 6 7 8 WEST CONDO ELEV. 332 CENTRAL STAIR CS1 EAST CONDO ELEV. 331 LADDER TO MECH. EQUIPMENT AT ROOF LINE OF DECK BELOW E Scale Date Drawn By Project Number 3/16" = 1'-0"3/9/2018 2:01:21 AMA104 CONDOMINIUM LEVEL FOUR FLOOR PLANSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEMEW 3/9/2018 000000 3/16" = 1'-0" 1 CONDOMINIUM LEVEL 4 FLOOR PLAN 02 P.E.C. RESUBMITTAL 8-25-14 01 P.E.C. SUBMITTAL 7-14-14 03 P.E.C. RESUBMITTAL 9-26-14 0' 2' 8' 16' 32'4' 05 PERMIT 7-1-15 No. Description Date 06 9-15-17BLDG.PERMIT CORR. 04/04/18 DN A2022 A202 A201 A201 1 2 1 3 A301 3 A301 1 1 4 4 5 5 6 63 4.1 1.1 1.2 0.1 0.1 1 A301 1 A301 C C F H H J J B G G A 2 A301 2 A301 2 A302 2 A302 C .1 C .1 1 A401 2 A401 3 A401 1 A403 2 A403 3 A403 1 A404 2 A404 3 A404 1 A405 2 A405 1 A408 1 A406 3 A407 4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12" 2 A408 4 A408 B.3 4" / 12"4" / 12" 4" / 12"4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12" 1 A409 2 A409 4" / 12" D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. R.D.R.D. R.D.R.D. R.D. R.D. R.D. 3" / 12"3" / 12"4" / 12"4" / 12"MAN-CABLE TIE-OFF POST, TYP. RE: STRUCTURAL SNOWGUARD GUTTER SNOWGUARD GUTTER SNOWGUARD GUTTER SNOWGUARD *DETAIL PER STRUCTURAL GUTTER 45' - 7 7/8" 37' - 3 3/8" 37' - 3 1/2" 42' - 1 1/2" 45' - 7 3/4" 44' - 7 5/8" 53' - 4 3/4" 53' - 4 3/4" 47' - 3 1/8" 2 D A2038 SNOWGUARD SNOWGUARD *DETAIL PER STRUCTURAL WALLS BELOW WALLS BELOWWALLS BELOW WALLS BELOW A502 4 A502a 13 A502 1 A502a 7 A502a 14 RIDGE RIDGE A502a 14 A502a 15 A502a 3 A502a 2 BALLAST ROOF BELOW BALLAST ROOF BELOW S.S. ROOF BELOW WALLS BELOW WALLS BELOW A502a 7 A502 21 A502 18 SIM. A502a 15 A502a 15 A502a 13 A502 2 A502a 13 A502 2 A502a 7 A502a 3 A502a 2 A502a 14 MECH. CHIMNEY MECH. CHIMNEY WEST MECH. CHASE EAST MECH. CHASE A502 3 A502a 13 A502 21 A502 1 A502a 7 A502a 3 A502a 2 A502 21 A502 1 A502a 14 A502a 14 A502a 15 A502 21 A502 18 A502 1 A502a 15 A502 21 A502a 3 VRFY SOLAR PANEL LAYOUT VRFY SOLAR PANEL LAYOUT VRFY SOLAR PANEL LAYOUT VRFY SOLAR PANEL LAYOUT E Scale Date Drawn By Project Number 1/8" = 1'-0"3/9/2018 2:01:30 AMA105 ROOF PLANSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAUTHOR 3/9/2018 000000 02 P.E.C. RESUBMITTAL 8-25-14 01 P.E.C. SUBMITTAL 7-14-14 03 P.E.C. RESUBMITTAL 9-26-14 1/8" = 1'-0" 1 ROOF PLAN 0' 2' 8' 16' 32' 4' GENERAL PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. 2. FURNITURE IS NIC, U.N.O. 3. ALL BUILDING AREAS SHALL BE FULLY SPRINKLERED PER NFPA-13. SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXT BALCONIES AND IN ROOF TRUSSES AND OTHER SPACES REQ'D BY CODE. PROVIDE A DRY OR GLYCOL SYSTEM FOR RF TRUSSES AND GARAGE AND OTHER UNCONDITIONED AREAS. 4. PARKING LEVEL SHALL BE FULLY SPRINKLERED PER NFPA-13. 5. COORDINATE LOCATION OF KNOX BOX WITH FIRE DEPT AND ARCH, RE: HW SCHEDULE 6. PENETRATIONS AT DOUBLE-T AND TOPPING GARAGE LID SHALL BE COORDINATED WITH STRUCTURAL. 7. PENETRATIONS AT ROOF TOP UNITS & MAKE-UP AIR UNITS SHALL BE COORDINATED WITH MECHANICAL CONTRACTOR FOR SIZE AND LOCATION. 8. DIM FROM EDGE OF DOOR FRAME TO EDGE OF ADJACENT PERPENDICULAR WALL SHALL BE 4" U.N.O. 9. DRYWALL PART'NS BTWN CONDITIONED OCCUPIED SPACES & GARAGE SHALL HAVE VAPOR BARRIER ON WARM SIDE (AIR INFIL. BARRIER ON EXT. WHERE SIDING SHOWN). 10. ALL PART'NS IN OR ADJACENT TO PARKING GARAGE TO BE CONSTRUCTED ON A 5 1/2" x 6" CONC CURB, RE: X/A5.04. 11. PROVIDE ROOF HATCH ACCESS FROM CENTRAL STAIR TO ROOF, PER FIRE CODE 12. RE: SPECS FOR DOOR HARDWARE SETS. 13. RE: A850 FOR DOOR SCHEDULE. 14. ALL CORRIDOR/PARTITIONS SHALL BE ACOUSTICAL TYPE 56E U.N.O., RE: A570 15. WHERE "CLEAR" IS CALLED OUT ON A DIMENSION, PROVIDE DIM NOTED FROM FACE OF FINISH TO FACE OF FINISH. 16. ALL LOAD-BEARING STEEL COLUMNS SHALL BE 1-HOUR RATED PER 13/A570. 17. ALL STRUCT STL BEAMS (EXCEPT AT BALCONIES) TO BE 1-HR RATED RE: 18/A570. 18. RE: A509 FOR TYPICAL AND SPECIFIC FLOOR TRANSITIONS 19. RE: 406.2.2, IBC. CLEAR HEIGHT. THE CLEAR HEIGHT OF EACH FLOOR LEVEL IN VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL NOT BE LESS THAN 7 FEET (2134 MM). VEHICLE AND PEDESTRIAN AREAS ACCOMMODATING VAN-ACCESSIBLE PARKING REQUIRED BY SECTION 1106.5 SHALL CONFORM TO ICC A117.1. 8'-2" MIN. CLEAR HEIGHT 20. PROVIDE PRECAST SPLASH BLOCK @ ALL DOWNSPOUTS TERMINATING IN LANDSCAPE OR ON FLAT MEMBRANE ROOFS. 21. RE: A250-A261 FOR ENLARGED PLANS 22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART OF PARTITION ASSEMBLY (REVISE?) 05 PERMIT 7-1-15 No. Description Date 06 9-15-17BLDG.PERMIT CORR. 04/04/18 REF.REF. UP UP UP DN GARAGE G01 ELEV. EQUIP G14 BOILER ROOM G09 EAST STAIR ES0 CLUB ELEVATOR MECH G02 CLUB STORAGE G13 TUNE SHOP RECEPTION G03 EHU STUDIO TYPE A G16 EHU STUDIO - TYPE B UNIT G15 CLUB STORAGE G08 WEST STAIR WS0 ELEV VEST G10 TRASH/RECYCLE-E G11 F.D. F.D. F.D.F.D. WATER ENTRY G12 EL. VEST G18 TRASH/RECYCLE-W G17 TECH SHOP G04 FD FD FD FD FD FD FD FD FD FDFD FD MECH / JANITOR G05 OFFICE G07 LOCKERS G06 WEST CONDO ELEV. 333 EAST CONDO ELEV. 334 EHU PATIO EHU PATIO4X4 ADA LIFT TO EAV SIDEWALK DRIVEWAY EAST PENTHOUSE STORAGE G20 EAST PENTHOUSE WORKSHOP G21 WEST PENTHOUSE STORAGE 321 CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC.CONC.CONC.CONC. CONC. CONC. CONC. CONC.CONC.CONC. CONC.CONC. CONC. CONC. CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC.CONC.CONC.GENERAL CONCRETE NOTES -ALL INTERIOR CONCRETE FLOORS SAW CUT -ALL EXTERIOR CONCRETE HAND SCORED Scale Date Drawn By Project Number 1/8" = 1'-0"3/9/2018 2:01:32 AMA109 GARAGE LEVEL FLOOR FINISH PLANSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 1/8" = 1'-0"1 GARAGE LEVEL-CONCRETE JOINTS 04/04/18 UP UP DN UP DN UP UP DN DN UP CENTRAL STAIR CS1 WEST STAIR WS1 EAST STAIR ES1 GAS AND ELEC. METERS MECH. 150 ELECTRICAL 151 WOMENS BATHROOM 136 GATE REPAIR 119 MECH 122 F.D.F.D. F.D. F.D.F.D. F.D. F.D. BREEZEWAY 101 CONF. 108 ATHLETIC DIR.OFFICE 109 F.D. F.D. GRIPPABLE HANDRAIL @ 36-38" AFF 7 R.' S @ @ 7" MAINTENANCE STORAGE F.D. F.D. Shwr WEST LOCKER HALL 133 WEST ELEV VEST 118 WEST PENTHOUSE STORAGE 117 WEST BREEZEWAY 116 GATE REPAIR 119 STORAGE 121 TECH SERVICE CARTS 120 MENS BATHROOM 135 BOYS BATHROOM 128 DAY USE ATHLETE AREA 126 EAST LOCKER HALL 127 GIRLS BATHROOM 129 EAST PENTHOUSE SKI ROOM 149 PATIO STAIR EAST PSE1 F.D. F.D.F.D.F.D. F.D. DRINKING FOUNTAINS TRENCH TRENCH TRENCH F.D. WEST CONDO ELEV. 326 EAST CONDO ELEV. 325 CLUB ELEVATOR 324 GENERAL CONCRETE NOTES -ALL INTERIOR CONCRETE FLOORS SAW CUT -ALL EXTERIOR CONCRETE HAND SCORED CONC. PC CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC. CONC. CONC. CONC.CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC.CPCPCP CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.PCCONC. CONC. Scale Date Drawn By Project Number 3/16" = 1'-0"3/9/2018 2:01:54 AMA109A CLUB LEVEL 1 FLOOR FINISH PLANSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 1 REVISION 1 3/9/2018 3/16" = 1'-0" 1 CLUB LEVEL 1 FLOOR PLAN - CONCRETE JOINTS 04/04/18 A254 2 5 4 3 CLUB ROOM 207 1.2 LEVEL 2-FIN 111' - 1"3' - 0"WS54 WOOD LOG SET TOWN & COUNTRY STONE VENEER 6" BASEBOARD STORAGE BEYOND LEVEL 2-FIN 111' - 1" 6" BASEBOARD 1.1 1.2 LEVEL 2-FIN 111' - 1" 6" BASEBOARD LEVEL 2-FIN 111' - 1" 6" BASEBOARD Scale Date Drawn By Project Number 1/4" = 1'-0"3/9/2018 3:09:19 AMA254 LEVEL 2 CLUB ROOMSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 1/4" = 1'-0"1 CLUB LEVEL 2 FLOOR PLAN - Callout 1 1/4" = 1'-0"2 CLUB ROOM NORTH 1/4" = 1'-0"3 CLUB ROOM EAST 1/4" = 1'-0"4 CLUB ROOM SOUTH 1/4" = 1'-0"5 CLUB ROOM WEST 04/04/18 REF.REF. A201 2 1 1 4 4 5 5 6 63 4.1 1.1 1.2 0.1 0.1 C F F H H J J B G G A C .1 C .1 B.3 95' - 9 1/2" 97' - 2 1/2" 96' - 0" 96' - 11" 96' - 0" 96' - 9 1/2" 97' - 3 1/2"97' - 2 1/2" 95' - 9 1/2" 95' - 9 1/2" 96' - 2" 96' - 2" 95' - 10" 96' - 1 1/2" 95' - 10" 95' - 10" 98' - 2 1/2" 99' - 0 1/2" 99' - 0 1/2" 98' - 2 1/2" 2 D D A573 15 A573 15 A573 7 A573 9 OR A573 15 A573 15 A573 15 A573 15 A574 1 EAST CONDO ELEV. 334 EAST STAIR ES0 ELEVATOR 335 WEST CONDO ELEV. 333 WEST STAIR WS0 MECH G02 E E RCP LEGEND SKYLIGHT- LEVEL 4 ONLY RECESSED FLUORESCENT DOWNLIGHT FIXTURE FLUORESCENT WALL MOUNTED FIXTURE SURFACE MOUNTED FLUORESCENT FIXTURE LAY-IN FLUORESCENT FIXTURE DECORATIVE FLUORESCENT PENDANT FIXTURE PROVIDE $500 ALLOWANCE PER FIXTURE RE" MECH VINYL FACED ACOUSTICAL TILE GYP BOARD SOFFIT (INTERIORS) GYP SOFFIT BOARD (EXTERIORS)- ASTM -C931 EXPOSED CONCRETE DECK OR FIRE RATED LID SURFACE MOUNTED FLUORESCENT FIXTURE PAINT CUSTOM COLOR - P21 DECORATIVE FLUORESCENT PENDANT FIXTURE PROVIDE $500 ALLOWANCE PER FIXTURE FOIL FACED BATTS PINNED TO STRUCTURE; R- 19. TAPE JOINTS DRYER AND TOILET VENT LAYOUT PATH SPRAY FOAM INSULATION MIN. 4.5" STUCCO WOOD T&G 1 X 6 UNDERSIDE OF ROOF Scale Date Drawn By Project Number As indicated 3/9/2018 2:02:46 AMA110 GARAGE LEVEL RCPSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAUTHOR 3/9/2018 000000 1/8" = 1'-0" 1 GARAGE REFLECTED CEILING PLAN 02 P.E.C. RESUBMITTAL AUG 25, 2014 0' 2' 8' 16' 32'4' GENERAL PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. 2. FURNITURE IS NIC, U.N.O. 3. ALL BUILDING AREAS SHALL BE FULLY SPRINKLERED PER NFPA-13. SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXT BALCONIES AND IN ROOF TRUSSES AND OTHER SPACES REQ'D BY CODE. PROVIDE A DRY OR GLYCOL SYSTEM FOR RF TRUSSES AND GARAGE AND OTHER UNCONDITIONED AREAS. 4. PARKING LEVEL SHALL BE FULLY SPRINKLERED PER NFPA-13. 5. COORDINATE LOCATION OF KNOX BOX WITH FIRE DEPT AND ARCH, RE: HW SCHEDULE 6. PENETRATIONS AT DOUBLE-T AND TOPPING GARAGE LID SHALL BE COORDINATED WITH STRUCTURAL. 7. PENETRATIONS AT ROOF TOP UNITS & MAKE-UP AIR UNITS SHALL BE COORDINATED WITH MECHANICAL CONTRACTOR FOR SIZE AND LOCATION. 8. DIM FROM EDGE OF DOOR FRAME TO EDGE OF ADJACENT PERPENDICULAR WALL SHALL BE 4" U.N.O. 9. DRYWALL PART'NS BTWN CONDITIONED OCCUPIED SPACES & GARAGE SHALL HAVE VAPOR BARRIER ON WARM SIDE (AIR INFIL. BARRIER ON EXT. WHERE SIDING SHOWN). 10. ALL PART'NS IN OR ADJACENT TO PARKING GARAGE TO BE CONSTRUCTED ON A 5 1/2" x 6" CONC CURB, RE: X/A5.04. 11. PROVIDE ROOF HATCH ACCESS FROM CENTRAL STAIR TO ROOF, PER FIRE CODE 12. RE: SPECS FOR DOOR HARDWARE SETS. 13. RE: A850 FOR DOOR SCHEDULE. 14. ALL CORRIDOR/PARTITIONS SHALL BE ACOUSTICAL TYPE 56E U.N.O., RE: A570 15. WHERE "CLEAR" IS CALLED OUT ON A DIMENSION, PROVIDE DIM NOTED FROM FACE OF FINISH TO FACE OF FINISH. 16. ALL LOAD-BEARING STEEL COLUMNS SHALL BE 1-HOUR RATED PER 13/A570. 17. ALL STRUCT STL BEAMS (EXCEPT AT BALCONIES) TO BE 1-HR RATED RE: 18/A570. 18. RE: A509 FOR TYPICAL AND SPECIFIC FLOOR TRANSITIONS 19. RE: 406.2.2, IBC. CLEAR HEIGHT. THE CLEAR HEIGHT OF EACH FLOOR LEVEL IN VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL NOT BE LESS THAN 7 FEET (2134 MM). VEHICLE AND PEDESTRIAN AREAS ACCOMMODATING VAN-ACCESSIBLE PARKING REQUIRED BY SECTION 1106.5 SHALL CONFORM TO ICC A117.1. 8'-2" MIN. CLEAR HEIGHT 20. PROVIDE PRECAST SPLASH BLOCK @ ALL DOWNSPOUTS TERMINATING IN LANDSCAPE OR ON FLAT MEMBRANE ROOFS. 21. RE: A250-A261 FOR ENLARGED PLANS 22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART OF PARTITION ASSEMBLY (REVISE?) RCP NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF DISCREPANCIES BETWEEN THE DESIGNER'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE DESIGNER IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 2. COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON THE DESIGNERS' DRAWINGS. 3. ANY ACCESS HATCHES NOT SHOWN ON THE CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 4. CONTRACTOR TO COORDINATE LOCATION OF FIRE SPRINKLER HEADS. 5. NEW CONSTRUCTION: ALL LIGHT FIXTURES, EXIT SIGNS, SPRINKLER HEADS & OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. 6. CENTER ALL NEW ACOUSTICAL CEILING GRID WITHIN THE ROOM UNLESS OTHERWISE NOTED. 7. ALL NEW GYPSUM BOARD SOFFITS AND CEILINGS ARE TO BE PAINTED P22 UNLESS OTHERWISE NOTED. 8. PAINT ALL EXPOSED CEILING STRUCTURE & DUCTWORK P22. 9. DIMENSIONS OF SPECIALTY LIGHT FIXTURES ARE TO CENTER OF FIXTURE, U.O.N. 10. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 11. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 12. REFER TO ELECTRICAL DRAWINGS FOR SWITCHING AND OR POWER/ZONE 1/4" = 1'-0" RCP LEGEND 05 PERMIT 7-1-15 No. Description Date 06 9-15-17BLDG.PERMIT CORR. 04/04/18 1 1 4 4 5 5 6 63 4.1 1.1 1.2 0.1 0.1 C C F H H J J B G G A C .1 C .1 8' - 0 3/4" 9' - 5 7/8" 8' - 0 3/4" B.3 10' - 11 1/2" 10' - 11 1/2" 8' - 0" 10' - 11 1/2" 9' - 2" 8' - 10 3/8"9' - 4 1/2" 8' - 10 1/2" 2 D 10' - 11 1/2" 8' - 0" DAY USE ATHLETE AREA 126 BREEZEWAY 101 WEST BREEZEWAY 116 GATE REPAIR 119 STORAGE 121 BOYS BATHROOM 128 MENS BATHROOM 135 GIRLS BATHROOM 129 WOMENS BATHROOM 136 ELECTRICAL 151 MECH. 150 EAST LOCKER HALL 127 WEST LOCKER HALL 133 CENTRAL STAIR CS1 ATHLETIC DIR.OFFICE 109 BREEZEWAY 101 PATIO STAIR EAST PSE1 WEST ELEV VEST 118 8' - 0"8' - 0" 10' - 6 1/2" 8' - 0" 8' - 0" 8' - 0" 8' - 6" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 6"8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6"8' - 6" 8' - 6" A574 2 E CLUB ELEVATOR 324 EAST CONDO ELEV. 325 EAST STAIR ES1 WEST CONDO ELEV. 326 WEST STAIR WS1 STORAGE 336 MECH 122 RCP LEGEND SKYLIGHT- LEVEL 4 ONLY RECESSED FLUORESCENT DOWNLIGHT FIXTURE FLUORESCENT WALL MOUNTED FIXTURE SURFACE MOUNTED FLUORESCENT FIXTURE LAY-IN FLUORESCENT FIXTURE DECORATIVE FLUORESCENT PENDANT FIXTURE PROVIDE $500 ALLOWANCE PER FIXTURE RE" MECH VINYL FACED ACOUSTICAL TILE GYP BOARD SOFFIT (INTERIORS) GYP SOFFIT BOARD (EXTERIORS)- ASTM -C931 EXPOSED CONCRETE DECK OR FIRE RATED LID SURFACE MOUNTED FLUORESCENT FIXTURE PAINT CUSTOM COLOR - P21 DECORATIVE FLUORESCENT PENDANT FIXTURE PROVIDE $500 ALLOWANCE PER FIXTURE FOIL FACED BATTS PINNED TO STRUCTURE; R- 19. TAPE JOINTS DRYER AND TOILET VENT LAYOUT PATH SPRAY FOAM INSULATION MIN. 4.5" STUCCO WOOD T&G 1 X 6 UNDERSIDE OF ROOF Scale Date Drawn By Project Number As indicated 3/9/2018 2:02:52 AMA111 CLUB LEVEL ONE RCPSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEMEW 3/9/2018 000000 1/8" = 1'-0" 1 CLUB LEVEL 1 RCP 02 P.E.C. RESUBMITTAL AUG 25, 2014 0' 2' 8' 16' 32' 4' GENERAL PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. 2. FURNITURE IS NIC, U.N.O. 3. ALL BUILDING AREAS SHALL BE FULLY SPRINKLERED PER NFPA-13. SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXT BALCONIES AND IN ROOF TRUSSES AND OTHER SPACES REQ'D BY CODE. PROVIDE A DRY OR GLYCOL SYSTEM FOR RF TRUSSES AND GARAGE AND OTHER UNCONDITIONED AREAS. 4. PARKING LEVEL SHALL BE FULLY SPRINKLERED PER NFPA-13. 5. COORDINATE LOCATION OF KNOX BOX WITH FIRE DEPT AND ARCH, RE: HW SCHEDULE 6. PENETRATIONS AT DOUBLE-T AND TOPPING GARAGE LID SHALL BE COORDINATED WITH STRUCTURAL. 7. PENETRATIONS AT ROOF TOP UNITS & MAKE-UP AIR UNITS SHALL BE COORDINATED WITH MECHANICAL CONTRACTOR FOR SIZE AND LOCATION. 8. DIM FROM EDGE OF DOOR FRAME TO EDGE OF ADJACENT PERPENDICULAR WALL SHALL BE 4" U.N.O. 9. DRYWALL PART'NS BTWN CONDITIONED OCCUPIED SPACES & GARAGE SHALL HAVE VAPOR BARRIER ON WARM SIDE (AIR INFIL. BARRIER ON EXT. WHERE SIDING SHOWN). 10. ALL PART'NS IN OR ADJACENT TO PARKING GARAGE TO BE CONSTRUCTED ON A 5 1/2" x 6" CONC CURB, RE: X/A5.04. 11. PROVIDE ROOF HATCH ACCESS FROM CENTRAL STAIR TO ROOF, PER FIRE CODE 12. RE: SPECS FOR DOOR HARDWARE SETS. 13. RE: A850 FOR DOOR SCHEDULE. 14. ALL CORRIDOR/PARTITIONS SHALL BE ACOUSTICAL TYPE 56E U.N.O., RE: A570 15. WHERE "CLEAR" IS CALLED OUT ON A DIMENSION, PROVIDE DIM NOTED FROM FACE OF FINISH TO FACE OF FINISH. 16. ALL LOAD-BEARING STEEL COLUMNS SHALL BE 1-HOUR RATED PER 13/A570. 17. ALL STRUCT STL BEAMS (EXCEPT AT BALCONIES) TO BE 1-HR RATED RE: 18/A570. 18. RE: A509 FOR TYPICAL AND SPECIFIC FLOOR TRANSITIONS 19. RE: 406.2.2, IBC. CLEAR HEIGHT. THE CLEAR HEIGHT OF EACH FLOOR LEVEL IN VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL NOT BE LESS THAN 7 FEET (2134 MM). VEHICLE AND PEDESTRIAN AREAS ACCOMMODATING VAN-ACCESSIBLE PARKING REQUIRED BY SECTION 1106.5 SHALL CONFORM TO ICC A117.1. 8'-2" MIN. CLEAR HEIGHT 20. PROVIDE PRECAST SPLASH BLOCK @ ALL DOWNSPOUTS TERMINATING IN LANDSCAPE OR ON FLAT MEMBRANE ROOFS. 21. RE: A250-A261 FOR ENLARGED PLANS 22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART OF PARTITION ASSEMBLY (REVISE?) RCP NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF DISCREPANCIES BETWEEN THE DESIGNER'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE DESIGNER IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 2. COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON THE DESIGNERS' DRAWINGS. 3. ANY ACCESS HATCHES NOT SHOWN ON THE CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 4. CONTRACTOR TO COORDINATE LOCATION OF FIRE SPRINKLER HEADS. 5. NEW CONSTRUCTION: ALL LIGHT FIXTURES, EXIT SIGNS, SPRINKLER HEADS & OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. 6. CENTER ALL NEW ACOUSTICAL CEILING GRID WITHIN THE ROOM UNLESS OTHERWISE NOTED. 7. ALL NEW GYPSUM BOARD SOFFITS AND CEILINGS ARE TO BE PAINTED P22 UNLESS OTHERWISE NOTED. 8. PAINT ALL EXPOSED CEILING STRUCTURE & DUCTWORK P22. 9. DIMENSIONS OF SPECIALTY LIGHT FIXTURES ARE TO CENTER OF FIXTURE, U.O.N. 10. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 11. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 12. REFER TO ELECTRICAL DRAWINGS FOR SWITCHING AND OR POWER/ZONE 1/4" = 1'-0" RCP LEGEND 05 PERMIT 7-1-15 No. Description Date 06 9-15-17BLDG.PERMIT CORR. 04/04/18 1 1 4 4 5 5 6 63 4.1 1.1 1.2 0.1 0.1 C C F H H J J B G G A C .1 C .1 B.3 7' - 6" 8' - 0" 9' - 7 1/2" VAULTED 7' - 8" 8' - 0" 8' - 0" 9' - 7 1/2" 8' - 0" 8' - 0" VAULTED VAULTED 8' - 0" 9' - 0" 2 D CLUB ROOM 207 STORAGE 208 CHAIR AND TABLE STORAGE 205 BOARD ROOM 202 RECEPTION HALL 201 MECH 209 OFFICE 225 WOMEN'S RESTROOM 212 MEN'S RESTROOM 213 OPERATIONS 229 DEV. / EVENTS 230 HALL 231 MEMBER SERVICES 226 SKI STOR 234 EAST ELEV VEST 211 EAST PENTHOUSE SKI STORAGE 236 STORAGE 228 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 7' - 6" 8' - 0" 9' - 5 1/2" 12' - 7 1/8" 12' - 9 1/4" 11' - 4 5/8" 8' - 7 1/8" E 8' - 0" 8' - 0" CLUB ELEVATOR 337 EAST CONDO ELEV. 328 EAST STAIR 327 WEST CONDO ELEV. 329 WEST STAIR WS2 RCP LEGEND SKYLIGHT- LEVEL 4 ONLY RECESSED FLUORESCENT DOWNLIGHT FIXTURE FLUORESCENT WALL MOUNTED FIXTURE SURFACE MOUNTED FLUORESCENT FIXTURE LAY-IN FLUORESCENT FIXTURE DECORATIVE FLUORESCENT PENDANT FIXTURE PROVIDE $500 ALLOWANCE PER FIXTURE RE" MECH VINYL FACED ACOUSTICAL TILE GYP BOARD SOFFIT (INTERIORS) GYP SOFFIT BOARD (EXTERIORS)- ASTM -C931 EXPOSED CONCRETE DECK OR FIRE RATED LID SURFACE MOUNTED FLUORESCENT FIXTURE PAINT CUSTOM COLOR - P21 DECORATIVE FLUORESCENT PENDANT FIXTURE PROVIDE $500 ALLOWANCE PER FIXTURE FOIL FACED BATTS PINNED TO STRUCTURE; R- 19. TAPE JOINTS DRYER AND TOILET VENT LAYOUT PATH SPRAY FOAM INSULATION MIN. 4.5" STUCCO WOOD T&G 1 X 6 UNDERSIDE OF ROOF Scale Date Drawn By Project Number As indicated 3/9/2018 2:03:06 AMA112 CLUB LEVEL TWO RCPSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR 3/9/2018 000000 1/8" = 1'-0" 1 CLUB LEVEL 2 RCP 02 P.E.C. RESUBMITTAL AUG 25, 2014 0' 2' 8' 16' 32' 4' GENERAL PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. 2. FURNITURE IS NIC, U.N.O. 3. ALL BUILDING AREAS SHALL BE FULLY SPRINKLERED PER NFPA-13. SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXT BALCONIES AND IN ROOF TRUSSES AND OTHER SPACES REQ'D BY CODE. PROVIDE A DRY OR GLYCOL SYSTEM FOR RF TRUSSES AND GARAGE AND OTHER UNCONDITIONED AREAS. 4. PARKING LEVEL SHALL BE FULLY SPRINKLERED PER NFPA-13. 5. COORDINATE LOCATION OF KNOX BOX WITH FIRE DEPT AND ARCH, RE: HW SCHEDULE 6. PENETRATIONS AT DOUBLE-T AND TOPPING GARAGE LID SHALL BE COORDINATED WITH STRUCTURAL. 7. PENETRATIONS AT ROOF TOP UNITS & MAKE-UP AIR UNITS SHALL BE COORDINATED WITH MECHANICAL CONTRACTOR FOR SIZE AND LOCATION. 8. DIM FROM EDGE OF DOOR FRAME TO EDGE OF ADJACENT PERPENDICULAR WALL SHALL BE 4" U.N.O. 9. DRYWALL PART'NS BTWN CONDITIONED OCCUPIED SPACES & GARAGE SHALL HAVE VAPOR BARRIER ON WARM SIDE (AIR INFIL. BARRIER ON EXT. WHERE SIDING SHOWN). 10. ALL PART'NS IN OR ADJACENT TO PARKING GARAGE TO BE CONSTRUCTED ON A 5 1/2" x 6" CONC CURB, RE: X/A5.04. 11. PROVIDE ROOF HATCH ACCESS FROM CENTRAL STAIR TO ROOF, PER FIRE CODE 12. RE: SPECS FOR DOOR HARDWARE SETS. 13. RE: A850 FOR DOOR SCHEDULE. 14. ALL CORRIDOR/PARTITIONS SHALL BE ACOUSTICAL TYPE 56E U.N.O., RE: A570 15. WHERE "CLEAR" IS CALLED OUT ON A DIMENSION, PROVIDE DIM NOTED FROM FACE OF FINISH TO FACE OF FINISH. 16. ALL LOAD-BEARING STEEL COLUMNS SHALL BE 1-HOUR RATED PER 13/A570. 17. ALL STRUCT STL BEAMS (EXCEPT AT BALCONIES) TO BE 1-HR RATED RE: 18/A570. 18. RE: A509 FOR TYPICAL AND SPECIFIC FLOOR TRANSITIONS 19. RE: 406.2.2, IBC. CLEAR HEIGHT. THE CLEAR HEIGHT OF EACH FLOOR LEVEL IN VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL NOT BE LESS THAN 7 FEET (2134 MM). VEHICLE AND PEDESTRIAN AREAS ACCOMMODATING VAN-ACCESSIBLE PARKING REQUIRED BY SECTION 1106.5 SHALL CONFORM TO ICC A117.1. 8'-2" MIN. CLEAR HEIGHT 20. PROVIDE PRECAST SPLASH BLOCK @ ALL DOWNSPOUTS TERMINATING IN LANDSCAPE OR ON FLAT MEMBRANE ROOFS. 21. RE: A250-A261 FOR ENLARGED PLANS 22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART OF PARTITION ASSEMBLY (REVISE?) RCP NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF DISCREPANCIES BETWEEN THE DESIGNER'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE DESIGNER IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 2. COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON THE DESIGNERS' DRAWINGS. 3. ANY ACCESS HATCHES NOT SHOWN ON THE CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 4. CONTRACTOR TO COORDINATE LOCATION OF FIRE SPRINKLER HEADS. 5. NEW CONSTRUCTION: ALL LIGHT FIXTURES, EXIT SIGNS, SPRINKLER HEADS & OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. 6. CENTER ALL NEW ACOUSTICAL CEILING GRID WITHIN THE ROOM UNLESS OTHERWISE NOTED. 7. ALL NEW GYPSUM BOARD SOFFITS AND CEILINGS ARE TO BE PAINTED P22 UNLESS OTHERWISE NOTED. 8. PAINT ALL EXPOSED CEILING STRUCTURE & DUCTWORK P22. 9. DIMENSIONS OF SPECIALTY LIGHT FIXTURES ARE TO CENTER OF FIXTURE, U.O.N. 10. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 11. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 12. REFER TO ELECTRICAL DRAWINGS FOR SWITCHING AND OR POWER/ZONE 1/4" = 1'-0" RCP LEGEND 05 PERMIT 7-1-15 No. Description Date 06 9-15-17BLDG.PERMIT CORR. 04/04/18 1 1 4 4 5 5 6 6 3 4.1 1.1 1.2 0.1 0.1 C C F H H J J B G G A C .1 C .1 B.3 2 D E RCP LEGEND SKYLIGHT- LEVEL 4 ONLY RECESSED FLUORESCENT DOWNLIGHT FIXTURE FLUORESCENT WALL MOUNTED FIXTURE SURFACE MOUNTED FLUORESCENT FIXTURE LAY-IN FLUORESCENT FIXTURE DECORATIVE FLUORESCENT PENDANT FIXTURE PROVIDE $500 ALLOWANCE PER FIXTURE RE" MECH VINYL FACED ACOUSTICAL TILE GYP BOARD SOFFIT (INTERIORS) GYP SOFFIT BOARD (EXTERIORS)- ASTM -C931 EXPOSED CONCRETE DECK OR FIRE RATED LID SURFACE MOUNTED FLUORESCENT FIXTURE PAINT CUSTOM COLOR - P21 DECORATIVE FLUORESCENT PENDANT FIXTURE PROVIDE $500 ALLOWANCE PER FIXTURE FOIL FACED BATTS PINNED TO STRUCTURE; R- 19. TAPE JOINTS DRYER AND TOILET VENT LAYOUT PATH SPRAY FOAM INSULATION MIN. 4.5" STUCCO WOOD T&G 1 X 6 UNDERSIDE OF ROOF Scale Date Drawn By Project Number As indicated 3/9/2018 2:03:12 AMA113 CONDOMINIUM LEVEL THREE RCPSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR 3/9/2018 000000 1/8" = 1'-0" 1 CONDOMINIUM LEVEL 3 RCP 02 P.E.C. RESUBMITTAL AUG 25, 2014 0' 2' 8' 16' 32'4' GENERAL PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. 2. FURNITURE IS NIC, U.N.O. 3. ALL BUILDING AREAS SHALL BE FULLY SPRINKLERED PER NFPA-13. SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXT BALCONIES AND IN ROOF TRUSSES AND OTHER SPACES REQ'D BY CODE. PROVIDE A DRY OR GLYCOL SYSTEM FOR RF TRUSSES AND GARAGE AND OTHER UNCONDITIONED AREAS. 4. PARKING LEVEL SHALL BE FULLY SPRINKLERED PER NFPA-13. 5. COORDINATE LOCATION OF KNOX BOX WITH FIRE DEPT AND ARCH, RE: HW SCHEDULE 6. PENETRATIONS AT DOUBLE-T AND TOPPING GARAGE LID SHALL BE COORDINATED WITH STRUCTURAL. 7. PENETRATIONS AT ROOF TOP UNITS & MAKE-UP AIR UNITS SHALL BE COORDINATED WITH MECHANICAL CONTRACTOR FOR SIZE AND LOCATION. 8. DIM FROM EDGE OF DOOR FRAME TO EDGE OF ADJACENT PERPENDICULAR WALL SHALL BE 4" U.N.O. 9. DRYWALL PART'NS BTWN CONDITIONED OCCUPIED SPACES & GARAGE SHALL HAVE VAPOR BARRIER ON WARM SIDE (AIR INFIL. BARRIER ON EXT. WHERE SIDING SHOWN). 10. ALL PART'NS IN OR ADJACENT TO PARKING GARAGE TO BE CONSTRUCTED ON A 5 1/2" x 6" CONC CURB, RE: X/A5.04. 11. PROVIDE ROOF HATCH ACCESS FROM CENTRAL STAIR TO ROOF, PER FIRE CODE 12. RE: SPECS FOR DOOR HARDWARE SETS. 13. RE: A850 FOR DOOR SCHEDULE. 14. ALL CORRIDOR/PARTITIONS SHALL BE ACOUSTICAL TYPE 56E U.N.O., RE: A570 15. WHERE "CLEAR" IS CALLED OUT ON A DIMENSION, PROVIDE DIM NOTED FROM FACE OF FINISH TO FACE OF FINISH. 16. ALL LOAD-BEARING STEEL COLUMNS SHALL BE 1-HOUR RATED PER 13/A570. 17. ALL STRUCT STL BEAMS (EXCEPT AT BALCONIES) TO BE 1-HR RATED RE: 18/A570. 18. RE: A509 FOR TYPICAL AND SPECIFIC FLOOR TRANSITIONS 19. RE: 406.2.2, IBC. CLEAR HEIGHT. THE CLEAR HEIGHT OF EACH FLOOR LEVEL IN VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL NOT BE LESS THAN 7 FEET (2134 MM). VEHICLE AND PEDESTRIAN AREAS ACCOMMODATING VAN-ACCESSIBLE PARKING REQUIRED BY SECTION 1106.5 SHALL CONFORM TO ICC A117.1. 8'-2" MIN. CLEAR HEIGHT 20. PROVIDE PRECAST SPLASH BLOCK @ ALL DOWNSPOUTS TERMINATING IN LANDSCAPE OR ON FLAT MEMBRANE ROOFS. 21. RE: A250-A261 FOR ENLARGED PLANS 22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART OF PARTITION ASSEMBLY (REVISE?) RCP NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF DISCREPANCIES BETWEEN THE DESIGNER'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE DESIGNER IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 2. COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON THE DESIGNERS' DRAWINGS. 3. ANY ACCESS HATCHES NOT SHOWN ON THE CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 4. CONTRACTOR TO COORDINATE LOCATION OF FIRE SPRINKLER HEADS. 5. NEW CONSTRUCTION: ALL LIGHT FIXTURES, EXIT SIGNS, SPRINKLER HEADS & OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. 6. CENTER ALL NEW ACOUSTICAL CEILING GRID WITHIN THE ROOM UNLESS OTHERWISE NOTED. 7. ALL NEW GYPSUM BOARD SOFFITS AND CEILINGS ARE TO BE PAINTED P22 UNLESS OTHERWISE NOTED. 8. PAINT ALL EXPOSED CEILING STRUCTURE & DUCTWORK P22. 9. DIMENSIONS OF SPECIALTY LIGHT FIXTURES ARE TO CENTER OF FIXTURE, U.O.N. 10. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 11. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 12. REFER TO ELECTRICAL DRAWINGS FOR SWITCHING AND OR POWER/ZONE 1/4" = 1'-0" RCP LEGEND 05 PERMIT 7-1-15 No. Description Date 06 REVISED BLDG.PERMIT 9-15-17 04/04/18 1 1 4 4 5 5 6 6 3 4.1 1.1 1.2 0.1 0.1 C C F H H J J B G G A E E E E E E C .1 C .1 B.3 2 D E OPEN TO BELOW OPEN TO BELOW OUTLINE OF ROOF ABOVE OUTLINE OF ROOF ABOVE RCP LEGEND SKYLIGHT- LEVEL 4 ONLY RECESSED FLUORESCENT DOWNLIGHT FIXTURE FLUORESCENT WALL MOUNTED FIXTURE SURFACE MOUNTED FLUORESCENT FIXTURE LAY-IN FLUORESCENT FIXTURE DECORATIVE FLUORESCENT PENDANT FIXTURE PROVIDE $500 ALLOWANCE PER FIXTURE RE" MECH VINYL FACED ACOUSTICAL TILE GYP BOARD SOFFIT (INTERIORS) GYP SOFFIT BOARD (EXTERIORS)- ASTM -C931 EXPOSED CONCRETE DECK OR FIRE RATED LID SURFACE MOUNTED FLUORESCENT FIXTURE PAINT CUSTOM COLOR - P21 DECORATIVE FLUORESCENT PENDANT FIXTURE PROVIDE $500 ALLOWANCE PER FIXTURE FOIL FACED BATTS PINNED TO STRUCTURE; R- 19. TAPE JOINTS DRYER AND TOILET VENT LAYOUT PATH SPRAY FOAM INSULATION MIN. 4.5" STUCCO WOOD T&G 1 X 6 UNDERSIDE OF ROOF Scale Date Drawn By Project Number As indicated 3/9/2018 2:03:19 AMA114 CONDOMINIUM LEVEL FOUR RCPSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAUTHOR 3/9/2018 000000 1/8" = 1'-0" 1 CONDOMINIUM LEVEL 4 RCP 02 P.E.C. RESUBMITTAL AUG 25, 2014 0' 2' 8' 16' 32'4' GENERAL PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. 2. FURNITURE IS NIC, U.N.O. 3. ALL BUILDING AREAS SHALL BE FULLY SPRINKLERED PER NFPA-13. SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXT BALCONIES AND IN ROOF TRUSSES AND OTHER SPACES REQ'D BY CODE. PROVIDE A DRY OR GLYCOL SYSTEM FOR RF TRUSSES AND GARAGE AND OTHER UNCONDITIONED AREAS. 4. PARKING LEVEL SHALL BE FULLY SPRINKLERED PER NFPA-13. 5. COORDINATE LOCATION OF KNOX BOX WITH FIRE DEPT AND ARCH, RE: HW SCHEDULE 6. PENETRATIONS AT DOUBLE-T AND TOPPING GARAGE LID SHALL BE COORDINATED WITH STRUCTURAL. 7. PENETRATIONS AT ROOF TOP UNITS & MAKE-UP AIR UNITS SHALL BE COORDINATED WITH MECHANICAL CONTRACTOR FOR SIZE AND LOCATION. 8. DIM FROM EDGE OF DOOR FRAME TO EDGE OF ADJACENT PERPENDICULAR WALL SHALL BE 4" U.N.O. 9. DRYWALL PART'NS BTWN CONDITIONED OCCUPIED SPACES & GARAGE SHALL HAVE VAPOR BARRIER ON WARM SIDE (AIR INFIL. BARRIER ON EXT. WHERE SIDING SHOWN). 10. ALL PART'NS IN OR ADJACENT TO PARKING GARAGE TO BE CONSTRUCTED ON A 5 1/2" x 6" CONC CURB, RE: X/A5.04. 11. PROVIDE ROOF HATCH ACCESS FROM CENTRAL STAIR TO ROOF, PER FIRE CODE 12. RE: SPECS FOR DOOR HARDWARE SETS. 13. RE: A850 FOR DOOR SCHEDULE. 14. ALL CORRIDOR/PARTITIONS SHALL BE ACOUSTICAL TYPE 56E U.N.O., RE: A570 15. WHERE "CLEAR" IS CALLED OUT ON A DIMENSION, PROVIDE DIM NOTED FROM FACE OF FINISH TO FACE OF FINISH. 16. ALL LOAD-BEARING STEEL COLUMNS SHALL BE 1-HOUR RATED PER 13/A570. 17. ALL STRUCT STL BEAMS (EXCEPT AT BALCONIES) TO BE 1-HR RATED RE: 18/A570. 18. RE: A509 FOR TYPICAL AND SPECIFIC FLOOR TRANSITIONS 19. RE: 406.2.2, IBC. CLEAR HEIGHT. THE CLEAR HEIGHT OF EACH FLOOR LEVEL IN VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL NOT BE LESS THAN 7 FEET (2134 MM). VEHICLE AND PEDESTRIAN AREAS ACCOMMODATING VAN-ACCESSIBLE PARKING REQUIRED BY SECTION 1106.5 SHALL CONFORM TO ICC A117.1. 8'-2" MIN. CLEAR HEIGHT 20. PROVIDE PRECAST SPLASH BLOCK @ ALL DOWNSPOUTS TERMINATING IN LANDSCAPE OR ON FLAT MEMBRANE ROOFS. 21. RE: A250-A261 FOR ENLARGED PLANS 22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART OF PARTITION ASSEMBLY (REVISE?) RCP NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF DISCREPANCIES BETWEEN THE DESIGNER'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE DESIGNER IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 2. COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON THE DESIGNERS' DRAWINGS. 3. ANY ACCESS HATCHES NOT SHOWN ON THE CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 4. CONTRACTOR TO COORDINATE LOCATION OF FIRE SPRINKLER HEADS. 5. NEW CONSTRUCTION: ALL LIGHT FIXTURES, EXIT SIGNS, SPRINKLER HEADS & OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. 6. CENTER ALL NEW ACOUSTICAL CEILING GRID WITHIN THE ROOM UNLESS OTHERWISE NOTED. 7. ALL NEW GYPSUM BOARD SOFFITS AND CEILINGS ARE TO BE PAINTED P22 UNLESS OTHERWISE NOTED. 8. PAINT ALL EXPOSED CEILING STRUCTURE & DUCTWORK P22. 9. DIMENSIONS OF SPECIALTY LIGHT FIXTURES ARE TO CENTER OF FIXTURE, U.O.N. 10. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 11. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 12. REFER TO ELECTRICAL DRAWINGS FOR SWITCHING AND OR POWER/ZONE 1/4" = 1'-0" RCP LEGEND 05 PERMIT 7-1-15 No. Description Date 06 REVISED BLDG.PERMIT 9-15-17 04/04/18 REF.REF. UP UP UP DN 1 1 4 4 5 5 6 63 4.1 1.1 1.2 0.1 0.1 C C F H H J J B G G A A C .1 C .1 B.3 2 GARAGE G01 ELEV. EQUIP G14 BOILER ROOM G09 EAST STAIR ES0 81' - 10 3/4" 48' - 8 1/4" 18' - 0" MECH G02 CLUB STORAGE G13 TUNE SHOP RECEPTION G03 EHU STUDIO TYPE A G16 EHU STUDIO - TYPE B UNIT G15 CLUB STORAGE G08 WEST STAIR WS030' - 8 5/8"2' - 0"47' - 9"14' - 9" 25' - 9 1/2" 121' - 0 1/8"9' - 8 3/4" 6' - 8 3/8" 8' - 7" 44' - 8" 26' - 7 3/8" 48' - 2 5/8" 8' - 9" 17' - 2 1/8" 170' - 5 1/4" ELEV VEST G10 TRASH/RECYCLE-E G11 24' - 11 3/8"WATER ENTRY G12 EL. VEST G18 TRASH/RECYCLE-W G17 TECH SHOP G04 FD FD FD FD FD FD FD FD 88' - 0" 88' - 0" 24' - 10"1' - 0 1/4" 24' - 11 3/8" 0' - 10 1/8" 18' - 0" 23' - 8" 0' - 11" 18' - 3" 0' - 10"0' - 9 5/8"7' - 4"5' - 9"21' - 5 13/16"3' - 2 13/16" 6' - 0" 2' - 0" 38' - 9" 9' - 0" 14' - 9" 25' - 9 1/2" 5' - 0" 11' - 0" 9' - 0"7' - 0"2 ' - 0 " W16 W16 W16 W16 W16 W16 W16 W16 W16 001 002 003 004 OFFICE G07 MECH / JANITOR G05 EAST PENTHOUSE WORKSHOP G21 EAST PENTHOUSE STORAGE G20 LOCKERS G06 029030 031 028 032 021 026 025 024 023 022 020 013 014 015 017 018 019 034 016 012 033 027 14' - 0 3/8" 0' - 3 5/8" 76' - 7" 0' - 3 5/8" 16' - 2 1/8" 0' - 3 5/8" 20' - 8 3/4" 0' - 3 5/8" 6' - 4 7/8" 0' - 3 5/8" 4' - 5 3/8" 0' - 3 5/8" 5' - 6" 0' - 3 5/8" 22' - 9 3/8" 14' - 10 3/8"0' - 3 5/8" 90' - 7 1/4" 0' - 3 5/8" 35' - 3 1/2" 0' - 3 5/8" 9' - 1 3/4" 0' - 3 5/8" 9' - 5 7/8"8' - 9 3/4"0' - 3 5/8" 7' - 3" 0' - 3 5/8" 9' - 1 3/8" 8' - 10 3/8"0' - 3 5/8"3' - 6 3/4" 0' - 3 5/8"11' - 10 7/8" 1' - 1 5/8"13' - 3 5/8" 0' - 3 5/8"2' - 9 1/8" 0' - 3 5/8"7' - 0 5/8" 12' - 7 3/8" 0' - 10" 0' - 3 5/8" 4' - 2 3/4" 0' - 3 5/8" 7' - 9 1/4" 0' - 3 5/8" 5' - 0" 0' - 3 5/8" 11' - 5 3/4" 0' - 4 1/4" 1' - 6 5/8" 0' - 3 5/8" 12' - 11 1/4" 0' - 3 5/8" 5' - 5 3/8" 0' - 3 5/8" 5' - 4 7/8" 0' - 3 5/8"0' - 3 5/8"8' - 2 1/2" 0' - 3 5/8" 7' - 4 5/8" 0' - 3 5/8"2' - 3"0' - 3 5/8"4' - 8 1/8" 0' - 3 5/8" 1' - 0 1/4"60' - 10" 0' - 10 1/8" 24' - 11 3/8" 1' - 0 1/4" 1' - 1 3/4"18' - 1 1/2" 0' - 8" 19' - 2 7/8" 0' - 3 5/8" 22' - 4 5/8" 0' - 10" 24' - 11 3/8" 1' - 0 1/4" 1' - 0 1/4"5' - 4 1/8"0' - 3 5/8" 8' - 4 5/8" 0' - 3 5/8" 1' - 7" 1' - 9 1/2"23' - 8 1/8" 0' - 10" 5' - 11" 0' - 8" 7' - 4" 0' - 8" 4' - 4" 41' - 11" 0' - 10 1/8"24' - 11 3/8" 1' - 0 1/4" 1' - 0 1/4" 11' - 10 7/8" 0' - 3 5/8" 12' - 9" 0' - 10" 12' - 0"0' - 3 5/8"5' - 2 3/8" 0' - 3 5/8" 5' - 5 1/4" 0' - 5 1/2"4' - 6 1/2"0' - 5 1/2"19' - 0 1/4"0' - 3 5/8"12' - 9 3/4" 0' - 10"2' - 3 3/8" 7' - 0 1/2" 0' - 3 5/8" 16' - 6 3/8" 010 011 009 Scale Date Drawn By Project Number 3/16" = 1'-0"3/9/2018 2:03:25 AMA115 GARAGE DIMENSION PLANSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 1 REVISION 1 3/9/2018 GENERAL PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. 2. FURNITURE IS NIC, U.N.O. 3. ALL BUILDING AREAS SHALL BE FULLY SPRINKLERED PER NFPA-13. SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXT BALCONIES AND IN ROOF TRUSSES AND OTHER SPACES REQ'D BY CODE. PROVIDE A DRY OR GLYCOL SYSTEM FOR RF TRUSSES AND GARAGE AND OTHER UNCONDITIONED AREAS. 4. PARKING LEVEL SHALL BE FULLY SPRINKLERED PER NFPA-13. 5. COORDINATE LOCATION OF KNOX BOX WITH FIRE DEPT AND ARCH, RE: HW SCHEDULE 6. PENETRATIONS AT DOUBLE-T AND TOPPING GARAGE LID SHALL BE COORDINATED WITH STRUCTURAL. 7. PENETRATIONS AT ROOF TOP UNITS & MAKE-UP AIR UNITS SHALL BE COORDINATED WITH MECHANICAL CONTRACTOR FOR SIZE AND LOCATION. 8. DIM FROM EDGE OF DOOR FRAME TO EDGE OF ADJACENT PERPENDICULAR WALL SHALL BE 4" U.N.O. 9. DRYWALL PART'NS BTWN CONDITIONED OCCUPIED SPACES & GARAGE SHALL HAVE VAPOR BARRIER ON WARM SIDE (AIR INFIL. BARRIER ON EXT. WHERE SIDING SHOWN). 10. ALL PART'NS IN OR ADJACENT TO PARKING GARAGE TO BE CONSTRUCTED ON A 5 1/2" x 6" CONC CURB, RE: X/A5.04. 11. PROVIDE ROOF HATCH ACCESS FROM CENTRAL STAIR TO ROOF, PER FIRE CODE 12. RE: SPECS FOR DOOR HARDWARE SETS. 13. RE: A850 FOR DOOR SCHEDULE. 14. ALL CORRIDOR/PARTITIONS SHALL BE ACOUSTICAL TYPE 56E U.N.O., RE: A570 15. WHERE "CLEAR" IS CALLED OUT ON A DIMENSION, PROVIDE DIM NOTED FROM FACE OF FINISH TO FACE OF FINISH. 16. ALL LOAD-BEARING STEEL COLUMNS SHALL BE 1-HOUR RATED PER 13/A570. 17. ALL STRUCT STL BEAMS (EXCEPT AT BALCONIES) TO BE 1-HR RATED RE: 18/A570. 18. RE: A509 FOR TYPICAL AND SPECIFIC FLOOR TRANSITIONS 19. RE: 406.2.2, IBC. CLEAR HEIGHT. THE CLEAR HEIGHT OF EACH FLOOR LEVEL IN VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL NOT BE LESS THAN 7 FEET (2134 MM). VEHICLE AND PEDESTRIAN AREAS ACCOMMODATING VAN-ACCESSIBLE PARKING REQUIRED BY SECTION 1106.5 SHALL CONFORM TO ICC A117.1. 8'-2" MIN. CLEAR HEIGHT 20. PROVIDE PRECAST SPLASH BLOCK @ ALL DOWNSPOUTS TERMINATING IN LANDSCAPE OR ON FLAT MEMBRANE ROOFS. 21. RE: A250-A261 FOR ENLARGED PLANS 22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART OF PARTITION ASSEMBLY (REVISE?) 3/16" = 1'-0"1 GARAGE FLOOR PLAN-DIMENSIONED 04/04/18 UP UP DN UP DN UP UP DN DN UPUP 1 1 4 4 5 5 6 63 4.1 1.1 1.2 0.1 0.1 C C F H H J J B G G A C .1 C .1 B.3 2 D D CENTRAL STAIR CS1 WEST STAIR WS1 EAST STAIR ES1ALPINE COACHES WORK STATIONS 102 MECH. 150 GIRLS SKI STORAGE 134 ELECTRICAL 151 GATESTORAGE 132 WOMENS BATHROOM 136 GATE REPAIR 119 MECH 122 GIRLS LOCKER ROOM 2 145 170' - 5 1/4" 9' - 8 3/4" 6' - 8 3/8" 8' - 7" 44' - 8" 26' - 7 3/8" 48' - 2 5/8" 8' - 9" 17' - 2 1/8"30' - 8 5/8"2' - 0"47' - 9" 14' - 9" 25' - 9 1/2" 121 - 0 1/8BREEZEWAY 101 ALPINE DIRECTOR OFFICE 103 CONF 104 CONF. 105 OFFICE 106 OFFICE 107 CONF. 108 ATHLETIC DIR.OFFICE 109 SNOWBOARD OFFICE 138 CONF. 139 F.ST./F.SK. OFFICE 140 FREE SKI/STYLE DIR. OFFICE 142 F.ST./F.SK. OFFICE 141 W28 W28 W28 W28 W28 W28 W28 W28 W28 W28 W15 W64 W65 W65 101 102 103 105 104 106 107 108 109 110 111 WEST HALLWAY 110 BOYS LOCKER ROOM 1 114 WEST LOCKER HALL 133 MENS FREE SKI STORAGE 112 BOYS FREE SKI STORAGE 113 WEST ELEV VEST 118 WEST PENTHOUSE STORAGE 117 WEST BREEZEWAY 116 GATE REPAIR 119 STORAGE 121 EAST HALLWAY 115 TECH SERVICE CARTS 120 MENS BATHROOM 135 BOYS BATHROOM 128 DAY USE ATHLETE AREA 126 EAST LOCKER HALL 127 WOMENS LOCKER ROOM 2 148 GIRLS BATHROOM 129 EAST PENTHOUSE SKI ROOM 149 GATE STORAGE 130 WOMENS SKI STORAGE 131 MENS LOCKER ROOM 1 111 BOYS LOCKER ROOM 2 124 MENS LOCKER ROOM 2 123 BOYS LOCKER ROOM 3 125 GIRLS LOCKER ROOM 1 144 GIRLS LOCKER ROOM 3 146 WOMENS LOCKER ROOM 1 147 ACROBATICS WORK 137 CONF. 143 PATIO STAIR EAST PSE1 112 0' - 10" 0' - 3 5/8" 8' - 7 1/8" 1' - 10" 0' - 3 5/8" 7' - 5 3/4" 0' - 6" 5' - 1 1/4" 0' - 3 5/8" 5' - 1 1/4" 0' - 3 5/8" 5' - 1 1/4" 0' - 3 5/8" 6' - 1 1/4" 0' - 3 5/8" 8' - 2 1/4" 0' - 3 5/8" 7' - 7 1/4" 0' - 3 5/8" 10' - 11 1/4" 0' - 6" 27' - 2 7/8" 0' - 6" 10' - 11 3/4" 0' - 3 5/8" 17' - 5 1/4" 0' - 3 5/8" 6' - 0 1/4" 0' - 3 5/8"8' - 2 3/4"0' - 3 5/8"2' - 7 1/8" 2' -6 1/8" 0'- 6"0' - 5 7/8" 5' - 3"16' - 0 1/2"0' - 3 5/8" 0' - 10" 0' - 10" 0' - 3 5/8" 8' - 7 1/8" 29' - 6 3/8" 0' - 3 5/8" 21' - 6 3/8" 0' - 3 5/8" 8' - 4 7/8"0' - 6"27' - 2 7/8" 0' - 6" 8' - 4 7/8" 0' - 3 5/8" 21' - 6 3/8" 0' - 3 5/8" 4' - 4 1/4" 0' - 5 1/2" 11' - 1 3/8" 3' - 6" 5' - 3" 16' - 0 1/2" 0' - 3 5/8" 0' - 10" 4' - 10 1/2" 0' - 6"3' - 6 1/4" 12' - 3 5/8" 0' - 6" 14' - 8 5/8" 32' - 5 1/4" 0' - 1 1/2" 0' - 6" 27' - 2 7/8" 0' - 6" 30' - 2 7/8" 0' - 3 5/8" 2' - 0 7/8" 13' - 10 1/4" 2' - 11 1/8" 0' - 3 5/8" 0' - 3 1/4" 2' - 3 1/4" 0' - 3 5/8" 2' - 8 1/8" 3' - 10 3/4" 0' - 3 5/8" 12' - 1 3/4" 0' - 10"0' - 10" 4' - 10 1/2" 0' - 6" 3' - 6 1/4" 2' - 7 1/4" 6' - 1 1/2" 0' - 6" 3' - 0 3/4" 0' - 6" 44' - 2 5/8"0'-3 5/8" 2'- 7 1/2"0' - 1 1/2" 0' - 6" 11' - 9 1/8"0' - 4 7/8" 6' -1" 0' - 3 5/8" 2' - 4 3/8" 0' - 3 5/8" 9' - 7 1/8" 0' - 3 5/8" 43' - 1 1/8" 2' - 11 1/8" 0' - 3 5/8" 5' - 6 1/4" 3' - 10 3/4" 0' - 3 5/8" 12' - 1 3/4" 0' - 10" 0' - 10" 0' - 10" 3' - 0 7/8" 0' - 6" 1' - 8"0'- 8"2'-11 7/8" 5' - 6 1/8"0' - 8" 0' - 6 1/4" 6' - 5 1/2"0' - 6"43' - 4 3/8" 0' - 3 5/8" 1' - 10 5/8" 0' - 8 7/8" 4' - 1" 0' - 6" 3' - 8 3/8" 0' - 3 5/8" 10' - 2 1/4" 2' - 9 1/4" 0' - 3 5/8" 6' - 9 1/4" 0' - 3 5/8" 2' - 6 1/4" 0' - 3 5/8" 42' - 9 1/4" 0' - 3 7/8" 8' - 2 1/8" 0' - 6 7/8" 6' - 10 1/8" 0' - 8 1/2" 8' - 9 1/8" 0' - 10 1/2" 0' - 0" 0' - 10" 5' - 9 3/8" 0' - 3 5/8" 2' - 1 3/4" 0' - 6 3/8" 0' - 1 5/8" 6' - 8 3/8" 50' - 3 7/8"0' - 3 5/8" 2' - 4 7/8"0'-2 5/8" 0'-3 3/8" 8' - 0" 0' - 3 5/8" 11' - 4 1/2" 0' - 3 5/8" 8' - 4 3/8" 0' - 3 5/8" 7'- 1" 38' - 10" 8' - 3" 0' - 6" 6' - 10 1/8"0' - 8 1/2"8' - 9 1/8" 0' - 10 1/2" 0' - 10" 8' - 1 7/8" 0' - 7 1/4" 0' - 1 5/8" 6' - 8 3/8" 1' - 5 3/8" 0' - 6" 7' - 2 5/8" 9' - 5" 9' - 5" 9' - 5" 9' - 5" 6' - 2 3/8" 0' - 2 5/8" 0' - 3 3/8" 26' - 4" 2' - 3 3/4"0' - 8" 5' - 9" 0' - 8" 5' - 2 7/8" 9' - 6" 9' - 5" 9' - 5" 5' - 3 1/8" 8' - 3" 0' - 6" 8' - 2 1/8" 8' - 2 1/8" 0' - 7 1/8" 1' - 11" 4' - 2 1/4" 7' - 2 1/2" 1' - 4 1/2"0' - 6 1/2"11' - 4 1/8" 1' - 11" 10' - 8 1/4" 1' - 11" 18' - 3 1/8" 0' - 4" 25' - 8 1/4" 0' - 7 1/8" 18' - 0 5/8" 1' - 11" 10' - 5 1/2" 1' - 11" 13' - 5 3/4" 1' - 11" 0' - 5 3/4" 8' - 9" 4' - 3" 1' - 11"0' - 3 5/8"8' - 2 5/8"0' - 6" 7' - 6 7/8"0' - 6" 5' - 11 1/2" 7' - 11 1/8" 6' - 9 7/8" 3' - 8 3/4" 0' - 3 5/8" 20' - 5 1/8" 6' - 7 3/8"0' - 1 5/8" 0' - 4 3/8"27' - 6"6' - 8 1/8" 0' - 6" 18' - 11 1/2" 0' - 3 5/8" 1' - 5 3/8" 14' - 10 3/4" 0' - 3 1/2" 9' - 0 1/8" 0' - 2 1/2" 0' - 2 1/2" 9' - 0 1/8" 0' - 3 1/2" 4' - 8 3/8" 0' - 3 5/8" 9' - 10 3/4" 14' - 9" 40' - 7 5/8" 0' - 4 3/8"0' - 1 5/8" 6' - 7 3/8" 2' - 0"2' - 0"6' - 9" 7' - 9 3/4" 0' - 6" 16' - 0 3/8" 0' - 3 5/8" 6' - 3 3/8" 0' - 6" 11' - 10 1/8" 0' - 5 5/8"12' - 0 1/8" 9' - 10 3/4" 0' - 3 5/8"4' - 8 3/8"0' - 3 1/2" 9' - 0 1/8" 0' - 2 1/2" 2' - 0"6' - 9" 8' - 1 7/8" 0' - 6"10' - 11 3/4"0' - 3 5/8"4' - 11 1/8"2' - 11 3/4" 2' - 11 7/8"0' - 3 5/8"4' - 5 1/8" 0' - 3 5/8" 7' - 6 7/8" 0' - 3 5/8" 21' - 10 7/8" 0' - 3 5/8"4' - 8 3/8"0' - 3 1/2" 9' - 0 1/8" 0' - 2 1/2" 6' - 6"2' - 0"6' - 9" 0' - 4 3/8"40' - 7 5/8"14' - 9" 9' - 10 3/4" 0' - 3 5/8"4' - 8 3/8" 0' - 3 1/2"9' - 0 1/8"0' - 2 1/2"2' - 0"6' - 9" 0' - 4 3/8"13' - 1 5/8"9' - 3 5/8" 8' - 11 5/8" 0' - 2 3/4" 5' - 1" 0' - 3 5/8"3' - 7 3/8" 10' - 8 1/8"0' - 3 5/8"3' - 5 1/2"0' - 3 3/4"0' - 2 1/4"6' - 0 3/4" 0' - 6" 17' - 8 1/2"2' - 0"6' - 9" 32' - 0" 5' - 1"0' - 3 5/8"3' - 7 3/8"14' - 6 1/2" 0' - 2 5/8"0' - 1 1/8"6' - 2"0' - 6"17' - 8 1/2"1' - 4" 2' - 9 1/2" 2' - 9 1/2" 5' - 11 5/8" 2' - 9 1/2" 2' - 9 1/2"3' - 2 5/8"3' - 2 1/2"3' - 7 3/8"2' - 4 1/2" 7' - 3"2' - 8 1/4"1' - 11 1/4"113 131 114 116 117 118 119 115 120 121 133 129 128 132 127 124 126 122 130 125 E E WEST CONDO ELEV. 326 EAST CONDO ELEV. 325 CLUB ELEVATOR 324 Scale Date Drawn By Project Number 3/16" = 1'-0"3/9/2018 2:03:44 AMA116 CLUB LEVEL ONE DIMENSION PLANSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 1 REVISION 1 3/9/2018 3/16" = 1'-0" 1 EXISTING/FUTURECLUB LEVEL 1 FLOOR PLAN DIMENSIONED 04/04/18 DN UP DN DN UP DN 1 1 4 4 5 5 6 63 4.1 1.1 1.2 0.1 0.1 C C F H H J J B G G A C .1 C .1 B.3 2 D CLUB ROOM 207 BOARD ROOM 202 COMM 219 TREATMENT 204 MECH 209 BOOK KEEPER OFFICE 221 STOR/MECH 206 GYM 203 CHAIR AND TABLE STORAGE 205 STOR. 216 RECEPTION HALL 201 WOMEN'S RESTROOM 212 MEN'S RESTROOM 213 MEETING 215 SKI STOR 234 RR 224 RACE INFO DESK 233 STORAGE 208 170' - 5 1/4" 9' - 8 3/4" 6' - 8 3/8" 8' - 7" 71' - 3 3/8" 48' - 2 5/8" 8' - 9" 17' - 2 1/8"30' - 8 5/8"2' - 0" 47' - 9" 14' - 9" 25' - 9 1/2" MECH 2326' - 1"PATIO STAIR EAST PSE2 4' - 7"4' - 7"5' - 6"W51 W9 W10 W9 W10 W9 W10 W9 W10 W11 W29 W12 W29 W13 W14 W14 W14 W30 W30 W43W44 W44 W44 W44 W61 W31 W62 W46 W63 W45 201 202 203 204 205 206 207 208 209 20' - 11 1/8"10' - 1 3/4"13' - 0" 12' - 0" 8' - 6 5/8"15' - 9 1/4"9' - 0 7/8" 9' - 6"11' - 0" 10' - 11" 3' - 11 7/8" 5' - 11"4' - 0"4' - 0" 3' - 6" 18' - 10" 11' - 11 7/8" 19' - 6 7/8"41' - 10" 6' - 4 1/4" JANITOR 235 OFFICE 225 DEV. / EVENTS 230 STORAGE 228 HALL 231 HALL 227 WORKSTATIONS (4) 214 STAFF LUNCH AREA 223 ADMIS. OFFICE 217 FINANCE OFFICE 218 EXEC OFFICE 220 COO 222 WEST PENTHOUSE SKI STORAGE 237 OPERATIONS 229 EAST PENTHOUSE SKI STORAGE 236 WEST ELEV VEST 210 EAST ELEV VEST 211 3' - 2 7/8"0' - 6"5' - 6" 2' - 0" 6' - 9" 12' - 2 1/8"0' - 6" 0' - 3 7/8" 18' - 1 3/4" 0' - 10 1/4"5' - 2 3/8"0' - 6"5' - 11 5/8" 0' - 6"3' - 6 3/4" 0' - 3 1/2" 7' - 2 3/4" 0' - 6" 3' - 2 7/8"0' - 6"5' - 6" 2' - 0"6' - 9" 22' - 9 5/8" 6' - 1 1/2" 0' - 3 5/8"2' - 6 1/2"5' - 5 1/8" 0' - 6"2' - 11 1/4"0' - 3 1/2"4' - 6 7/8" 0' - 3 1/2" 9' - 5 1/2"0' - 6"3' - 2 7/8"0' - 6"5' - 6" 0' - 6"8' - 3" 8' - 4" 0' - 5 1/2"13' - 11 1/4" 0' - 3 5/8" 5' - 10 7/8"0' - 3 1/2"6' - 0 1/2" 0' - 3 5/8" 19' - 8 1/8"0' - 6" 4' - 2 1/8" 0' - 3 5/8" 13' - 8 1/4" 0' - 3 5/8" 10' - 2 1/8" 0' - 3 5/8" 13' - 6 5/8" 0' - 4 3/4" 10' - 4 3/8" 0' - 6" 28' - 5" 0' - 8" 5' - 9" 0' - 8" 14' - 3" 0' - 6" 40' - 5 5/8" 0' - 10" 0' - 6" 5' - 8 1/8" 0' - 3 5/8" 18' - 8 1/4" 10' - 2 1/8" 24' - 7 1/4" 0' - 6" 19' - 5 1/2" 0' - 3 5/8" 8' - 9 1/4" 0' - 3 3/4" 9' - 9 1/2" 0' - 3 1/2" 0' - 7 1/2" 0' - 3 1/2" 9' - 10 7/8" 0' - 6" 24' - 1" 21' - 4 1/8"0' - 3 5/8" 4' - 11 5/8"0' - 3 5/8"37' - 0 3/8" 0' - 9 5/8" 8' - 11 3/4" 0' - 8 7/8" 6' - 0"17' - 2 1/2" 0' - 3 5/8" 9' - 1 1/4" 0' - 3 5/8" 37' - 0 3/8" 0' - 11 3/4" E EAST CONDO ELEV. 328 EAST STAIR 327 CLUB ELEVATOR 337 WEST CONDO ELEV. 329 WEST STAIR WS2 4' - 10"0' - 11 3/4" 21' - 7" 16' - 4 3/8" 21' - 5 3/8" 0' - 6" 18' - 8 7/8" 0' - 6" 18' - 4 5/8" 0' - 3 1/2" 23' - 3 1/8" 6' - 55/8" 0' - 3 5/8" 7' - 2 1/4" 0' - 6" 5' - 3 5/8" 0' - 6" 4' - 11 1/2" 0' - 6" 6' - 11 5/8" 0' - 6 5/8"5' - 3 1/2" 1' - 0 3/4"0' - 10"11' - 6 5/8"1' - 1 3/8" 7' - 4 1/8" 0' - 6" 6' - 9 3/4" 0' - 3 5/8"9' - 1 1/4" 0' - 3 5/8"37' - 0 3/8"0' - 11 3/4" 0' - 10"8' - 0 1/4"0' - 8 1/2"7' - 5 5/8"0' - 8"20' - 3 1/4"0' - 3 1/2"6' - 0 1/2" 0' - 3 5/8"19' - 7 1/2"0' - 11 3/4"212 210 211 213 214 215 216 217 218 219 220 221 223 222 224 225 226 228 230 229 227 231 232 233 W14 Scale Date Drawn By Project Number 3/16" = 1'-0"3/9/2018 2:03:50 AMA117 CLUB LEVEL 2 DIMENSION PLANSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 1 REVISION 1 3/9/2018 3/16" = 1'-0"1 EXISTING/FUTURE CLUB LEVEL 2 FLOOR PLAN DIMENSIONED 04/04/18 WD DN DN UP 1 1 4 4 5 5 6 63 4.1 1.1 1.2 0.1 0.1 C C F H H B G G A C .1 C .1 B.3 2 D E 170' - 5 1/4" 9' - 8 3/4" 6' - 8 3/8" 8' - 7" 44' - 8" 26' - 7 3/8" 48' - 2 5/8" 8' - 9" 17' - 2 1/8"30' - 8 5/8"2' - 0" 47' - 9" 14' - 9" 8' - 9 1/4"4" / 12" 4" / 12" 4" / 12" 4" / 12"7' - 7"7' - 4"5' - 9" 8' - 4" 8' - 3 5/8" DECK ..DECK .. EGRESS STAIR .. .. DECK W1 W2 W4 W50 W5 W6 W6 W5 W50 W4 W27 W25 W24 W23 W42 W40W40 W41 W41 W41 W41 W40 W40 W39 W60 W59 W58 W66 301 302 303 304 305 306 307 308 309 9' - 10"8' - 11 5/8"STANDING SEAM ROOF ABOVE LINE OF ROOF ABOVE GUARDRAIL @ 36" AFF DECK DECK BALLAST BALLAST BALLAST ROOF GUARDRAIL @ 36" AFF CONFERENCE ROOM ROOF BELOW DN EAST STAIR EAST CONDO ELEV. MECH. CHASE BALLAST ROOF GUARDRAIL @ 36" AFF GUARDRAIL @ 36" AFF WEST CONDO STAIR WEST CONDO ELEV. MECH. CHASE DECK 0' - 9 1/2"13' - 0" 0' - 5 1/2" 7' - 3 1/4" 0' - 3 1/2" 10' - 2 5/8" 0' - 6 1/8" 13' - 11 1/4" 0' - 10" 4' - 0 3/4" 0' - 5 1/2" 15' - 5 5/8" 0' - 6" 8' - 1 1/2" 0' - 6" 311310 Scale Date Drawn By Project Number 3/16" = 1'-0"3/9/2018 2:04:11 AMA118 CONDO LEVEL 3 DIMENSION PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 3/16" = 1'-0"1 CONDOMINIUM LEVEL 3 DIMENSION PLAN 04/04/18 DN 1 1 4 4 5 5 6 63 4.1 1.1 1.2 0.1 0.1 C C F H H B G G A C .1 C .1 B.3 2 D E OPEN TO BELOW . . .. . . BALCONY BALCONY BALCONY 170' - 5 1/4" 9' - 8 3/4" 6' - 8 3/8" 8' - 7" 44' - 8" 26' - 7 3/8" 48' - 2 5/8" 8' - 9" 17' - 2 1/8"30' - 8 5/8"2' - 0" 47' - 9" 14' - 9" OPEN TO BELOW OPEN TO BELOW 26 26 8' - 9" 8' - 9" W2 W3 W50 W5 W8 W5 W50 W4 W22 W21 W49 W48 W20 W19 W18 W17 W38 W33 W36 W36W6 W33 W33 W32 W57 W56 W55 W47 W54 W53 W52 3' - 6"3' - 6" 401 402 403 WEST CONDO ELEV. 332 CENTRAL STAIR CS1 EAST CONDO ELEV. 331 LADDER TO MECH. EQUIPMENT AT ROOF LINE OF DECK BELOW 0' - 8 7/8" 41' - 6" 0' - 5 1/2" 20' - 8 5/8" 0' - 5 1/2"3' - 7 1/4"0' - 5 1/2" 8' - 2" 4' - 2 5/8" 0' - 5 1/2"0' - 5 1/2" 9' - 9 1/4" 0' - 5 1/2"3' - 7 1/4"0' - 5 1/2" 3' - 0 3/8" 0' - 3 5/8" 8' - 4 1/4" 5' - 2 7/8" 0' - 9 1/2"404 405 Scale Date Drawn By Project Number 3/16" = 1'-0"3/9/2018 2:04:23 AMA119 CONDO LEVEL 4 DIMENSION PLANSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 3/16" = 1'-0"1 CONDOMINIUM LEVEL 4 DIMENSION PLAN 04/04/18 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" T.O. CHIMNEY 149' - 0" W14 W14 W14 W14 W28 W28 W28 W28 W13 W5W4 W8 W5 W4 W2 W3 W28 W28 W28 W28 W28 W3 W11 W10 W9 W10 W9 W10 W9 W10 W9 W1 STONE WALL CAP MASONRY VENEER WOOD BELLY BAND LAP SIDING PARAPET WALL PRE-FINISHED METAL COPING COVER WOOD VENEER CLAD COLUMNS TWO-PART FASCIA, TYP. STANDING SEAM METAL ROOF ANDERSON 100 SERIES @ CLUB LEVELS EXPOSED HEAVY TIMBER BEAMS STUCCO WALL ASSEMBLY SNOW FENCE 4" 12" 4" 12" 4" 12" 4" 12" 4" 12" EXPOSED STEEL ROOF SUPPORTS COILING OVERHEAD DOOR TO GARAGE METAL GUARDRAIL @ BALCONY EXPOSED STEEL ROOF SUPPORTS W16 W16 W16W16 W16W16 W16 W16 W16 W12 W6 W6W7 W7 W47 W15 STANDING SEAM METAL ROOFSNOW FENCE A508 1 A508 6 A508 6 ANDERSON 100 SERIES @ CLUB LEVELS LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" T.O. CHIMNEY 149' - 0" C F H J B G A EXPOSED TIMBER STRUCTURE HEAVY TIMBER PORTE COCHERE METAL CLOSURE WALL ASSEMBLY STONE VENEER WALL ASSEMBLY C .1 METAL RAILINGS AT DECKS W57 W56 W59 W60 W61 W55 W58 21' - 5 7/8" 3' - 2 7/8" 6' - 0" 2' - 0" 38' - 9" 9' - 0" 14' - 9" 25' - 9 1/2" 121' - 0 1/8" B.3 W51 WOOD BELLY BAND LAP SIDING PARAPET WALL TWO-PART FASCIA, TYP. STANDING SEAM METAL ROOF ALUMINUM CLAD WOOD WINDOWS CAST-IN-PLACE SITE STAIR; RE: LANDSCAPE METAL GUARD RAIL MECHANICAL LOUVER; RE: MECH SUNSHADE SNOW FENCE 4" 12" 3" 12" LAP SIDING PARAPET WALL INTERLOCKING PAVERS WITH SNOWMELT SYSTEM ON PRECAST HOLLOW CORE PLANK D W54 W53 W52 E A508 6 A508 6 A508 6 301 STANDING SEAM ROOF STANDING SEAM ROOF STONE VENEER EXTERIOR MATERIALS STUCCO TIMBERS PARAPET WALLS WOOD BAY WALLS RAILINGS WOOD BELLY BAND ROOF FASCIA AND FLASHING 6" IDAHO SPRINGS GREY GRANITE WITH ASHLAR COURSING WHITE STUCCO WITH LIGHT DASH TEXTURE FINISH ROUGH SAWN DOUGLAS FIR WITH DARK BROWN SEMI-TRANSPARENT STAIN ROUGH SAWN DOUGLAS FIR WITH DARK BROWN SEMI-TRANSPARENT STAIN FINISH WIRE BRUSHED WOOD LAP SIDING (THP M4-41 6V 6L WIRE BRUSHED WOOD LAP SIDING (THP M4-41 6V 6L BLACK POWDER COATED STEEL DARK BROWN STANDING SEAM METAL ROOF, NON-REFLECTIVE FINISH DARK BROWN METAL FLAT ROOF 4-6" GRAY ROCK BALLAST ON EPDM Scale Date Drawn By Project Number As indicated 3/9/2018 2:04:40 AMA201 NORTH AND WEST ELEVATIONS SKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAUTHOR 3/9/2018 000000 1/8" = 1'-0" 1 NORTH ELEVATION 1/8" = 1'-0" 2 WEST ELEVATION 01 PERMIT 07.01.15 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. 04/04/18 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" T.O. CHIMNEY 149' - 0" C F H J B G AC .1 TOP OF ROOF DECKING AT RIDGE - 8260'-0" W30 W30 W30 W28 B.3 PRECAST CONCRETE WALL CAP MASONRY VENEER WALL ASSEMBLY WOOD BELLY BAND LAP SIDING PARAPET WALL PRE-FINISHED METAL COPING COVER TWO-PART FASCIA, TYP. STANDING SEAM METAL ROOF ANDERSON 100 SERIES @ CLUB LEVEL EXPOSED STEEL ROOF SUPPORTS METAL CLOSURE WALL ASSEMBLY TRASH ENCLOSURE SNOW FENCE DECORATIVE STEEL W-SHAPE SUPPORTS SITE STAIRS; RE: CIVIL & LANDSCAPE RETAINING WALL; RE: CIVIL & LANDSCAPE LAP SIDING WALL ASSEMBLY METAL RAIL @ DECK MASONRY VENEER CONC. ELEVATOR AND MECHANICAL SHAFT CONCRETE WITH SNOWMELT SYSTEM ON PRECAST HOLLOW CORE PLANK17' - 0"11' - 0" 10' - 0" 11' - 5" 11' - 7" 25' - 9 1/2" 14' - 9" 9' - 0" 38' - 9" 2' - 0" 6' - 0" 3' - 2 7/8" 21' - 5 7/8" 121' - 0 1/8" W17 W25 W26 W27 W20 W21 W22W19 W23 W24 W18 D W29W31 E STANDING SEAM ROOF STONE VENEER EXTERIOR MATERIALS STUCCO TIMBERS PARAPET WALLS WOOD BAY WALLS RAILINGS WOOD BELLY BAND ROOF FASCIA AND FLASHING 6" IDAHO SPRINGS GREY GRANITE WITH ASHLAR COURSING WHITE STUCCO WITH LIGHT DASH TEXTURE FINISH ROUGH SAWN DOUGLAS FIR WITH DARK BROWN SEMI-TRANSPARENT STAIN ROUGH SAWN DOUGLAS FIR WITH DARK BROWN SEMI-TRANSPARENT STAIN FINISH WIRE BRUSHED WOOD LAP SIDING (THP M4-41 6V 6L WIRE BRUSHED WOOD LAP SIDING (THP M4-41 6V 6L BLACK POWDER COATED STEEL DARK BROWN STANDING SEAM METAL ROOF, NON-REFLECTIVE FINISH DARK BROWN METAL FLAT ROOF 4-6" GRAY ROCK BALLAST ON EPDM LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" 1 4 5 63 4.1 1.1 1.2 0.1 T.O. CHIMNEY 149' - 0" SLIDING DOORS AT SOUTH PATIOS ENTRANCE TO BREEZE WAY STAIR W33 W40 W40 W33 W6 W36 W36 W40 W33 W40 W44 W44 W44 W44 W43 W38 W42 MASONRY VENEER WALL ASSEMBLY WOOD BELLY BAND LAP SIDING PARAPET WALL PRE-FINISHED METAL COPING COVER TWO-PART FASCIA, TYP. STANDING SEAM METAL ROOF ALUMINUM CLAD WOOD WINDOWS DECORATIVE STEEL W-SHAPE SUPPORTS ON STEEL PLATE METAL CLOSURE WALL ASSEMBLY SNOW FENCE MECH. ACCESS GATE W32 W34 W35 W37 2 W39 W41 W41 W41 W41 W45 W46 W66 204 205 303 206 207 203 305 208 PLANTER Scale Date Drawn By Project Number As indicated 3/9/2018 2:04:56 AMA202 SOUTH AND EAST ELEVATIONS SKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAUTHOR 3/9/2018 000000 1/8" = 1'-0" 2 EAST ELEVATION 1/8" = 1'-0" 1 SOUTH ELEVATION 01 PERMIT 07.01.15 No. Description Date 06 9-15-17BLDG.PERMIT CORR. 04/04/18 LEVEL 1 99' - 7" LEVEL 2 111' - 0" C .1 A509 16 OPP8' - 11 1/4"D W65 W65 E LEVEL 2 111' - 0" B W29 6' - 6" LEVEL 2 111' - 0" C B W29 LEVEL 3 121' - 0" LEVEL 4 132' - 0" C B W50 B.3 LEVEL 3 121' - 0" LEVEL 4 132' - 0" B.3 W50 STONE VENEER EXTERIOR MATERIALS STUCCO TIMBERS PARAPET WALLS WOOD BAY WALLS RAILINGS WOOD BELLY BAND ROOF FASCIA AND FLASHING 6" IDAHO SPRINGS GREY GRANITE WITH ASHLAR COURSING WHITE STUCCO WITH LIGHT DASH TEXTURE FINISH ROUGH SAWN DOUGLAS FIR WITH DARK BROWN SEMI-TRANSPARENT STAIN ROUGH SAWN DOUGLAS FIR WITH DARK BROWN SEMI-TRANSPARENT STAIN FINISH WIRE BRUSHED WOOD LAP SIDING (THP M4-41 6V 6L WIRE BRUSHED WOOD LAP SIDING (THP M4-41 6V 6L BLACK POWDER COATED STEEL DARK BROWN STANDING SEAM METAL ROOF, NON-REFLECTIVE FINISH DARK BROWN METAL FLAT ROOF 4-6" GRAY ROCK BALLAST ON EPDM LEVEL 2 111' - 0" LEVEL 3 121' - 0" W63 LEVEL 2 111' - 0" W46 7' - 3 3/4"6' - 6"LEVEL 1 99' - 7" W64 1' - 0"E LEVEL 4 132' - 0" Level 5 139' - 0" 1.1 W47 LEVEL 4 132' - 0" 4 W48 W49 LEVEL 2 111' - 0" W62 2' - 6"COUNTER Scale Date Drawn By Project Number As indicated 3/9/2018 2:05:08 AMA203 MISC. EXTERIOR ELEVATIONS SKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 1/4" = 1'-0" 11 BREEZEWAY ELEVATION LOOKING WEST 1/4" = 1'-0" 2 LEVEL 2 CASEMENT WINDOWS LOOKING EAST AT BOARD ROOM 1/4" = 1'-0" 1 LEVEL 2 CASEMENT WINDOWS LOOKING WEST AT BOARD ROOM 1/4" = 1'-0" 7 LEVEL 3 CASEMENT WINDOW LOOKING WEST AT TV ROOM 1/4" = 1'-0" 6 LEVEL 3 CASEMENT WINDOW LOOKING EAST AT COFFEE NOOK 3/16" = 1'-0" EXTERIOR MATERIALS 01 PERMIT 07.01.15 No. Description Date 06 9-15-17BLDG.PERMIT CORR. 1/4" = 1'-0" 9 LEVEL 2 AT SOUTH STAIR LOOKING WEST 1/4" = 1'-0" 3 LEVEL 2 AT SOUTH STAIR LOOKING NORTH 1/4" = 1'-0" 10 BREEZEWAY ELEVATION LOOKING EAST 1/4" = 1'-0" 4 LEVEL 4 WEST WING AT ELEVATOR LANDING LOOKING SOUTH 1/4" = 1'-0" 5 LEVEL 4 EAST WING AT ATRIUM LOOKING SOUTH 1/4" = 1'-0" 8 LEVEL 2 AT COMPETITION OFFICE 04/04/18 REF.DN REF.RP 10"2'-0"4'-0"ON-GRADE WITH 6X65" CONCRETE SLABW2.1XW2.1 W.W.F.89'-0"TOP OFSLAB(84'-0")FOOTINGSTEP [9 [98'-7"][98'-7"]REFER TO ARCHITECTUR AND LANDING SLAB EL13.WITH ARCHITECTURAL DRAWINGS.CENTER FOOTINGS UNDERWADIMENSIONED OTHERWISE12. INDICATES PR14. INDICATE 15.2 S302 (87'-0") [96'-7"] WALL STEP6S3026S3022'-0"8" XXXX-75 XXXX-75 GAS MAIN (BYPR-1-36PR-1-36 PR-1-PR-2-T-GT T-GTTUB TUBLAVLAVKSSZ-1x8" SD I.E. = 8208'2" PW ULS-1 LIFT STREF DWCWRI1 256 SF58 SF351 SF 141 SF62 SF TEF-1KITCHEN CB.3 C B A C .1 80 33 33 33 33 43 80 43 80 80 43 80 33 W16 W16 43 EHU STUDIO TYPE A G16 B.3 2 3'-0" ACCESSIBLE PATH 3'-0" ACCESSIBLE PATH LAV. SINK TUB/SHOWER FORWARD APPROACH FORWARD APPROACH 3'-0" ACCESSIBLE PATH 3'-0" ACCESSIBLE PATH TUB/SHWR TOILET A602 13 A250 4 3 FORWARD APPROACH 7 1' - 3" UPPER CABS. RANGE WITH MICROWAVE ABOVE BUILT-IN DISHWASHER SINK PANTRY SHELF AND DRAWER STORAGE A250 10 9 8 11 1' - 6"1' - 3" 1' - 0" 5' - 7"2' - 6"6' - 9"0' - 3 5/8"2' - 9 1/8"0' - 3 5/8"13' - 3 5/8"4' - 2 3/4" 0' - 3 5/8" 7' - 9 1/4" 0' - 3 5/8" 5' - 0" 0' - 3 5/8" 7' - 8 1/2" PLATFORM/ ADA LIFT TO EHU/ 36" MIN. FLOOR WIDTH, 48" MIN. FLOOR DEPTH, 32" MIN. DOOR WIDTH 3 C B A C .1 43 43 80 33 33 33 33 43 80 73 W16 80 80 EHU STUDIO - TYPE B UNIT G15 B.3 33 33 A250 14 3' - 0" 3' - 0 "3' - 0"3' - 0"3' - 0" 3'-0" ACCESSIBLE PATH 3'-0" ACCESSIBLE PATH 3'-0" ACCESSIBLE PATH 3'-0" ACCESIBLE PATH LAV. SINK TUB/SHOWER FORWARD APPROACH PARALLEL APPROACH PARALLEL APPROACH PARALLEL APPROACH 4 R.'S AT 6" 2 T.'S AT 12" GUARDRAIL AT 36-38" WITH GRIPPABLE HANDRAIL/ NO SPACE GREATER THAN 4" AT VERTICAL PICKETS/ 6" FROM AFF A250 5 6 UPPER CABS. TALL PANTRY CABINET BUILT-IN DISH WASHER SINK STOVE WITH MICRO. ABOVE 12 15 13 SEAT 1' - 6"1' - 0"1' - 3"8' - 2 1/2"0' - 3 5/8"7' - 4 5/8" 0' - 3 5/8" 2' - 3" 0' - 3 5/8" 4' - 8 1/8" 12' - 11 1/4" 0' - 3 5/8" 5' - 5 3/8" 0' - 3 5/8" 5' - 4 7/8" W16W16 W16 W16 MICROWAVE MICROWAVE ---- *REFER TO A510 FOR GRAB BAR MOUNTING HEIGHTS 0' - 4" *REFER TO A510 FOR GRAB BAR MOUNTING HEIGHTS *REFER TO A510 FOR GRAB BAR MOUNTING HEIGHTS 1' - 6" 0' - 4" Scale Date Drawn By Project Number As indicated 3/23/2018 4:26:58 PMA250 GARAGE LEVEL EHU PLANSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 3/8" = 1'-0" 1 EHU STUDIO TYPE A 3/8" = 1'-0" 2 EHU STUDIO TYPE B 01 PERMIT 07.01.15 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. REFER TO A506 FOR MOUNTING HEIGHTS 07 BLDG. PERMIT CORR. 11-16-17 1/2" = 1'-0"4 EHU TYPE A KITCHEN- SOUTH 1/2" = 1'-0"5 EHU TYPE B KITCHEN-EAST 1/2" = 1'-0"6 EHU TYPE B KITCHEN- SOUTH 1/2" = 1'-0"3 EHU TYPE A KITCHEN- EAST 1/2" = 1'-0"7 EHU TYPE A KITCHEN- WEST 3/8" = 1'-0"8 EHU TYPE A, ADA BATH- NORTH 3/8" = 1'-0"9 EHU TYPE A, ADA BATH- EAST 3/8" = 1'-0"10 EHU TYPE A, ADA BATH- SOUTH 3/8" = 1'-0"11 EHU TYPE A, ADA BATH- WEST 3/8" = 1'-0"12 EHU TYPE B, ADA BATH- NORTH 3/8" = 1'-0"13 EHU TYPE B, ADA BATH- EAST 3/8" = 1'-0"14 EHU TYPE B, ADA BATH- SOUTH 3/8" = 1'-0"15 EHU TYPE B, ADA BATH- WEST 04/04/18 A251 5 2 3 4 A251 6 7 CLUB LEVEL 1 FIN. FLOOR 99' - 11" 6" BASEBOARD CLUB LEVEL 1 FIN. FLOOR 99' - 11" E 6" BASEBOARD PAYMENT WINDOW 2 CLUB LEVEL 1 FIN. FLOOR 99' - 11" 6" BASEBOARD CLUB LEVEL 1 FIN. FLOOR 99' - 11" E 6" BASEBOARD CLUB LEVEL 1 FIN. FLOOR 99' - 11" 6" BASEBOARD 2 CLUB LEVEL 1 FIN. FLOOR 99' - 11" 6" BASEBOARD Scale Date Drawn By Project Number As indicated 3/9/2018 2:05:25 AMA251 LEVEL 1 ATHLETIC DIR. OFFICESKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 3/8" = 1'-0" 1 ENLARGED PLAN- ATHLETIC DIRECTOR'S OFFICE 1/4" = 1'-0"2 ATHLETIC DIR. OFFICE NORTH 1/4" = 1'-0"3 ATHLETIC DIR. OFFICE EAST 1/4" = 1'-0"4 ATHLETIC DIR. OFFICE SOUTH 1/4" = 1'-0"5 ATHLETIC DIR. OFFICE WEST 1/4" = 1'-0"6 BREAKOUT SOUTH 1/4" = 1'-0"7 BREAKOUT NORTH 04/04/18 GFIGFIGFIA252 2 A252 16 MENS BATHROOM 135 BOYS BATHROOM 128 3 4 5 17 18 19 A252 11 A252 12 13 14 15 8 9 10 A252 7 6 A252 29 A252 23 A252 20 21 22 25 24 26 27 28 F.D. 5' - 0" 0' - 4" 0' - 10" 5' - 0"5' - 0"1' - 5"4' - 9"2' - 0 1/4"1' - 6"SOAP NICHE 2' - 0" 2' - 0"4' - 6"1' - 3" 1' - 3" EQ EQ 0' - 3"0' - 3"1' - 8" 2' - 6" 2' - 6" 2' - 6" 1' - 8" 10' - 10" 7' - 6" 3' - 0"5' - 0" 6' - 0"5' - 0"5' - 0"CHANGING STATION CHANGING STATION 3' - 0"3' - 0" 3' - 0" 3' - 0"3' - 0"3' - 0" 1.2 TILE WAINSCOTING-TBD TILE-TBD 0' - 6" CLUB LEVEL 1 FIN. FLOOR 99' - 11"LEVEL 1 99'- 7" TILE WAINSCOTING-TBD CLUB LEVEL 1 FIN. FLOOR 99' -11" 1.2 - ---1' - 9"1' - 4" 1' - 4" TILE BELOW TILE- TBD BOBRICK PARTITION; HPL SERIES-TBD 0' - 4" 1' - 1 5/8" CLUB LEVEL 1 FIN. FLOOR 99' - 11" CLUB LEVEL 1 FIN. FLOOR 99' - 11" SOAP DISPENSER-TBD 0' - 1 1/2"0' - 5 1/2"1' - 6"0' - 8"0' - 6" CLUB LEVEL 1 FIN. FLOOR 99' - 11" PAPER TOWEL DISPENSER WITH BUILT-IN TRASH SOAP DISPENSER- TBD CLUB LEVEL 1 FIN. FLOOR 99' - 11" HOOK CLUB LEVEL 1 FIN. FLOOR 99' - 11" CHANGING STATION EQ EQ CLUB LEVEL 1 FIN. FLOOR 99' - 11" 1' - 5" 1' - 0" CLUB LEVEL 1 FIN. FLOOR 99' - 11" 3' - 4" 1' - 0"0' - 11"0' - 8"CLUB LEVEL 1 FIN. FLOOR 99' - 11" TILE-TBD HOOK CLUB LEVEL 1 FIN. FLOOR 99' - 11" TILE- TBD CLUB LEVEL 1 FIN. FLOOR 99' - 11" 0' - 4" HANDHELD SHOWER SPRAY UNIT W/60" HOSE 1' - 0" CONTROL VALVES TILE-TBD CLUB LEVEL 1 FIN. FLOOR 99' - 11" 1' - 6"1' - 6"SOAP NICHE TILE-TBDCLUB LEVEL 1 FIN. FLOOR 99' - 11" 2 FLR TO CLG TILE-TBD 0' - 6"7' - 0"CLUB LEVEL 1 FIN. FLOOR 99' - 11" FLR TO CLG TILE-TBD 5' - 5" CLUB LEVEL 1 FIN. FLOOR 99' - 11" 2 1' - 1 3/4"SOAP DISPENSERS-TBD 1' - 5" 6' - 7"FLR TO CLG TILE-TBD BOBRICK PARTITIONS-TBD CLUB LEVEL 1 FIN. FLOOR 99' - 11" CLUB LEVEL 1 FIN. FLOOR 99' - 11" 0' - 8" FLR TO CLG TILE-TBD CLUB LEVEL 1 FIN. FLOOR 99' - 11" FLR TO CLG TILE-TBD CLUB LEVEL 1 FIN. FLOOR 99' - 11" HOOK CLUB LEVEL 1 FIN. FLOOR 99' - 11" FLR TO CLG TILE-TBD 0' - 8" CLUB LEVEL 1 FIN. FLOOR 99' - 11" EQEQ CLUB LEVEL 1 FIN. FLOOR 99' - 11" CLUB LEVEL 1 FIN. FLOOR 99' - 11" CLUB LEVEL 1 FIN. FLOOR 99' - 11" COAT HOOK CLUB LEVEL 1 FIN. FLOOR 99' - 11" 1' - 0" 1' - 5" CLUB LEVEL 1 FIN. FLOOR 99' - 11" 0' - 8" 3' - 4" 1' - 0"0' - 11"1' - 0" CHANGING STATION CLUB LEVEL 1 FIN. FLOOR 99' - 11" Scale Date Drawn By Project Number As indicated 3/23/2018 4:27:45 PMA252 LEVEL 1 MEN'S AND BOYS' BATHROOMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 3/8" = 1'-0" 1 ENLARGED PLAN- MEN'S AND BOY'S BATHROOM 1/4" = 1'-0"2 MEN'S BATHROOM NORTH 1/4" = 1'-0"3 MEN'S BATHROOM EAST 1/4" = 1'-0"4 MEN'S BATHROOM SOUTH 1/4" = 1'-0"5 MEN'S BATHROOM WEST 1/4" = 1'-0"6 MEN'S SINK WALL WEST 1/4" = 1'-0"7 MEN'S SINK WALL EAST 1/4" = 1'-0"8 MEN'S ADA STALL NORTH 1/4" = 1'-0"9 MEN'S ADA STALL EAST 1/4" = 1'-0"10 MEN'S ADA STALL SOUTH 1/4" = 1'-0"11 MEN'S ADA STALL WEST 1/4" = 1'-0"12 MEN'S SHOWER NORTH 1/4" = 1'-0"13 MEN'S SHOWER EAST 1/4" = 1'-0"14 MEN'S SHOWER SOUTH 1/4" = 1'-0"15 MEN'S SHOWER WEST 1/4" = 1'-0"16 BOY'S BATHROOM NORTH 1/4" = 1'-0"17 BOY'S BATHROOM EAST 1/4" = 1'-0"18 BOY'S BATHROOM SOUTH 1/4" = 1'-0"19 BOY'S BATHROOM WEST 1/4" = 1'-0"20 BOY'S SINK WALL WEST 1/4" = 1'-0"21 BOY'S SINK WALL EAST 1/4" = 1'-0" 22 BOY'S STALL NORTH 1/4" = 1'-0"23 BOY'S STALL EAST 1/4" = 1'-0"24 BOY'S STALL SOUTH 1/4" = 1'-0"25 BOY'S STALL WEST 1/4" = 1'-0"26 BOY'S ADA STALL NORTH 1/4" = 1'-0"27 BOY'S ADA STALL EAST 1/4" = 1'-0"28 BOY'S ADA STALL SOUTH 1/4" = 1'-0"29 BOY'S ADA STALL WEST 04/04/18 GFIGFIGFIF.D. GIRLS BATHROOM 129 WOMENS BATHROOM 136 A253 4 2 5 3 A253 9 6 7 8 A253 11 10 13 12 A253 17 A253 19 A253 22 14 15 16 18 21 20 24 2325 4' - 9"2' - 1"0' - 3"5' - 0"5' - 0" CHANGING STATION 1' - 6"SOAP NICHE 5' - 11" 2' - 8 5/8" 5' - 0"5' - 0" 3' - 0"3' - 0" 3' - 0" 3' - 0" 0' - 3"1' - 8" 2' - 6" 2' - 6" 2' - 6" 1' - 8 1/2" 1' - 4" 2' - 0" 10' - 10 1/2" CHANGING STATION 3' - 0"3' - 0"3' - 0"3' - 0"3' - 0" FLR TO CLG TILE-TBD 7' - 0"0' - 2" CLUB LEVEL 1 FIN. FLOOR 99' - 11" 0' - 8" ADA STALL BEYOND FLR TO CLG TILE-TBD CLUB LEVEL 1 FIN. FLOOR 99' - 11"1' - 1 3/4"BOBRICK PARTITIONS-TBD FLR TO CLG TILE-TBD FLR TO CLG TILE-TBD 6' - 7"SOAP DISPENSERS-TBD CLUB LEVEL 1 FIN. FLOOR 99' - 11" CLUB LEVEL 1 FIN. FLOOR 99' - 11" COAT HOOK CLUB LEVEL 1 FIN. FLOOR 99' - 11" 0' - 11"0' - 8" NAPKIN DISPOSAL CLUB LEVEL 1 FIN. FLOOR 99' - 11" EQEQ CLUB LEVEL 1 FIN. FLOOR 99' - 11" BOBRICK PARTITION CLUB LEVEL 1 FIN. FLOOR 99' - 11" CLUB LEVEL 1 FIN. FLOOR 99' - 11" 3' - 4" 0' - 8" 1' - 0" CHANGING STATION CLUB LEVEL 1 FIN. FLOOR 99' - 11" 1' - 5" CLUB LEVEL 1 FIN. FLOOR 99' - 11" COAT HOOK CLUB LEVEL 1 FIN. FLOOR 99' - 11" TILE-TBD TILE WAINSCOTING-TBD 0' - 3" CLUB LEVEL 1 FIN. FLOOR 99' - 11" SOAP DISPENSER- TBD 0' - 8" 1' - 11" CLUB LEVEL 1 FIN. FLOOR 99' - 11"1' - 9"TILE BELOW TILE- TBD 0' - 4" 0' - 10 3/8" CLUB LEVEL 1 FIN. FLOOR 99' - 11" SOAP DISPENSER- TBD PAPER TOWEL DISPENSER WITH BUILT-IN TRASH- TBD CLUB LEVEL 1 FIN. FLOOR 99' - 11" COAT HOOK CLUB LEVEL 1 FIN. FLOOR 99' - 11"0' - 11"1' - 0" 3' - 4" 0' - 8" NAPKIN DISPOSAL CLUB LEVEL 1 FIN. FLOOR 99' - 11" 1' - 0" 1' - 5" EQEQ CLUB LEVEL 1 FIN. FLOOR 99' - 11" 1' - 0" CHANGING TABLE CLUB LEVEL 1 FIN. FLOOR 99' - 11" TILE- TBD CLUB LEVEL 1 FIN. FLOOR 99' - 11" TILE-TBD SOAP NICHE 1' - 6" CLUB LEVEL 1 FIN. FLOOR 99' - 11" 1' - 0" 0' - 4" TILE-TBD HANDHELD SHOWER SPRAY UNIT W/60" HOSE CONTROL VALVES CLUB LEVEL 1 FIN. FLOOR 99' - 11" TILE-TBD CLUB LEVEL 1 FIN. FLOOR 99' - 11" Scale Date Drawn By Project Number As indicated 3/23/2018 4:28:10 PMA253 LEVEL 1 WOMEN'S AND GIRLS' BATHROOMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 3/8" = 1'-0" 1 ENLARGED PLAN- GIRLS' AND WOMEN'S BATHROOM 1/4" = 1'-0"2 GIRLS' BATHROOM NORTH 1/4" = 1'-0"3 GIRLS' BATHROOM EAST 1/4" = 1'-0"4 GIRLS' BATHROOM SOUTH 1/4" = 1'-0"5 GIRLS' BATHROOM WEST 1/4" = 1'-0" 6 GIRLS' STALL TYP. NORTH 1/4" = 1'-0"7 GIRLS' STALL TYP. EAST 1/4" = 1'-0"8 GIRLS' STALL TYP. SOUTH 1/4" = 1'-0"9 GIRLS' STALL TYP. WEST 1/4" = 1'-0" 10 GIRLS' ADA STALL NORTH 1/4" = 1'-0"11 GIRLS' ADA STALL EAST 1/4" = 1'-0" 12 GIRLS' ADA STALL SOUTH 1/4" = 1'-0"13 GIRLS' ADA STALL WEST 1/4" = 1'-0"14 WOMEN'S BATHROOM NORTH 1/4" = 1'-0"15 WOMEN'S BATHROOM EAST 1/4" = 1'-0"16 WOMEN'S BATHROOM SOUTH 1/4" = 1'-0"17 WOMEN'S BATHROOM WEST 1/4" = 1'-0"18 WOMEN'S ADA STALL NORTH 1/4" = 1'-0"19 WOMEN'S ADA STALL EAST 1/4" = 1'-0"20 WOMEN'S ADA STALL SOUTH 1/4" = 1'-0"21 WOMEN'S ADA STALL WEST 1/4" = 1'-0" 22 WOMEN'S SHOWER NORTH 1/4" = 1'-0"23 WOMEN'S SHOWER EAST 1/4" = 1'-0"24 WOMEN'S SHOWER SOUTH 1/4" = 1'-0"25 WOMEN'S SHOWER WEST 04/04/18 A254 2 5 4 3 CLUB ROOM 207 1.2 LEVEL 2-FIN 111' - 1"3' - 0"WS54 WOOD LOG SET TOWN & COUNTRY STONE VENEER 6" BASEBOARD STORAGE BEYOND LEVEL 2-FIN 111' - 1" 6" BASEBOARD 1.11.2 LEVEL 2-FIN 111' - 1" 6" BASEBOARD LEVEL 2-FIN 111' - 1" 6" BASEBOARD Scale Date Drawn By Project Number 1/4" = 1'-0"3/9/2018 3:09:34 AMA254 LEVEL 2 CLUB ROOMSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 1/4" = 1'-0"1 CLUB LEVEL 2 FLOOR PLAN - Callout 1 1/4" = 1'-0"2 CLUB ROOM NORTH 1/4" = 1'-0"3 CLUB ROOM EAST 1/4" = 1'-0"4 CLUB ROOM SOUTH 1/4" = 1'-0"5 CLUB ROOM WEST 04/04/18 GFI GFI RECEPTION HALL 201 BOARD ROOM 202 A255 2 3 4 5 A255 7 6 A255 8 A255 9 10 11 12 A257 18 19 20 21 LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" ELEV. CENTRAL STAIR BEYOND LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" CLUB ROOM BEYOND 3 LEVEL 2-FIN 111' - 1" 3 LEVEL 2-FIN 111' - 1" STAIRS BEYOND LEVEL 2-FIN 111' - 1" STAIRS BEYOND LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" TV LEVEL 2-FIN 111' - 1" Scale Date Drawn By Project Number 1/4" = 1'-0"3/9/2018 2:08:19 AMA255 LEVEL 2 RECEPTION HALL/ BOARD ROOMSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 1/4" = 1'-0" 1 ENLARGED PLAN- RECEPTION HALL & BOARD ROOM 1/4" = 1'-0"2 RECPETION HALL NORTH 1/4" = 1'-0"3 RECPETION HALL EAST 1/4" = 1'-0"4 RECPETION HALL SOUTH 1/4" = 1'-0"5 RECPETION HALL WEST 1/4" = 1'-0"6 STAIR WALL 1/4" = 1'-0"7 DISPLAY WALL 1/4" = 1'-0"8 6 - a 1/4" = 1'-0"9 Elevation 7 - a 1/4" = 1'-0"10 1 - b 1/4" = 1'-0"11 2 - c 1/4" = 1'-0"12 2 - d 04/04/18 GFI GFI WOMEN'S RESTROOM 212 MEN'S RESTROOM 213 A25617 A256 4 A256 8 A256 19 A256 24 A256 10 2 3 5 15 14 16 18 6 9 7 11 12 13 25 27 26 A256 23 20 21 225' - 0"5' - 0"2' - 6"2' - 10 1/2" 2' - 10" 2' - 10 1/2"2' - 6"0' - 0 1/2"3' - 0" 3' - 0" 3' - 0" 3' - 0"3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"0' - 8" INSULATE ALL EXPOSED PIPING 2' - 10"0' - 11" LEVEL 2-FIN 111' - 1" 0' - 6" TILE-TBD LEVEL 2-FIN 111' - 1" E LEVEL 2-FIN 111' - 1" SOAP DISPENSER FLOOR TO CLG TILE-TBD LEVEL 2-FIN 111' - 1" E NAPKIN DISPOSAL 0' - 11"0' - 8"LEVEL 2-FIN 111' - 1" EQ EQ LEVEL 2-FIN 111' - 1" BOBRICK PARTITION- TBD LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" 1' - 0"3' - 4" 0' - 8" NAPKIN DISPOSAL LEVEL 2-FIN 111' - 1" LEVEL 3 121' - 0" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" E INSULATE ALL EXPOSED PIPING 4' - 0"2' - 3"2' - 10"0' - 8" 0' - 11"0' - 9"SOAP DISPENSER FLOOR TO CLG TILE-TBD LEVEL 2-FIN 111' - 1" E LEVEL 2-FIN 111' - 1" 1' - 4" BOBRICK PRIVACY PARTITION 1' - 4" 0' - 6" LEVEL 2-FIN 111' - 1" E LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" 0' - 8" 0' - 11"LEVEL 2-FIN 111' - 1" COAT HOOK-TBD LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" EQ EQ LEVEL 2-FIN 111' - 1" 0' - 8" 1' - 7"2' - 6"3' - 4" 1' - 1 1/4" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" E COAT HOOK LEVEL 2-FIN 111' - 1" TILE- TBD LEVEL 2-FIN 111' - 1" E Scale Date Drawn By Project Number As indicated 3/9/2018 2:09:31 AMA256 LEVEL 2 PUBLIC RESTROOMS & EVENTS AND OPERATIONS SKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 3/8" = 1'-0" 1 ENLARGED PLAN- LEVEL 2 PUBLIC RESTROOMS 1/4" = 1'-0"2 WOMEN'S RESTROOM NORTH 1/4"=1'-0"3 WOMEN'S RESTROOM EAST 1/4" = 1'-0"4 WOMEN'S RESTROOM SOUTH 1/4"=1'-0"5 WOMEN'S RESTROOM WEST 1/4" = 1'-0"6 WOMEN'S STALL TYP. NORTH 1/4" = 1'-0"7 WOMEN'S STALL TYP. EAST 1/4" = 1'-0"8 WOMEN'S STALL TYP. SOUTH 1/4" = 1'-0"9 WOMEN'S STALL TYP. WEST 1/4" = 1'-0"10 PUBLIC WOMEN'S ADA STALL NORTH 1/4" = 1'-0"11 PUBLIC WOMEN'S ADA STALL EAST 1/4" = 1'-0"12 PUBLIC WOMEN'S ADA STALL SOUTH 1/4" = 1'-0"13 PUBLIC WOMEN'S ADA STALL WEST 1/4" = 1'-0"14 PUBLIC MEN'S RESTROOM NORTH 1/4" = 1'-0"15 PUBLIC MEN'S RESTROOM EAST 1/4" = 1'-0"16 PUBLIC MEN'S RESTROOM SOUTH 1/4" = 1'-0"17 PUBLIC MEN'S RESTROOM WEST 1/4" = 1'-0"18 STALL PARTITION AT URINAL 1/4" = 1'-0"19 WALL AT URINAL 1/4" = 1'-0"20 PUBLIC MEN'S STALL TYP. NORTH 1/4" = 1'-0"21 PUBLIC MEN'S STALL TYP. EAST 1/4" = 1'-0"22 PUBLIC MEN'S STALL TYP. SOUTH 1/4" = 1'-0"23 PUBLIC MEN'S STALL TYP. WEST 1/4" = 1'-0"24 PUBLIC MEN'S ADA STALL NORTH 1/4" = 1'-0"25 PUBLIC MEN'S ADA STALL EAST 1/4" = 1'-0"26 PUBLIC MEN'S ADA STALL SOUTH 1/4" = 1'-0"27 PUBLIC MEN'S ADA STALL WEST 04/04/18 STORAGE 228 DEV. / EVENTS 230 OPERATIONS 229 MECH 232 SKI STOR 234 A257 9 A257 12 A257 2 A257 14 3 4 5 6 7 8 10 1113 16 1517 OFFICE 225 A257 18 19 20 21 LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" G LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" 3 LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" 3 LEVEL 2-FIN 111' - 1" LEVEL 2-FIN 111' - 1" Scale Date Drawn By Project Number As indicated 3/9/2018 3:09:53 AMA257 LEVEL 2 OPERATIONS AND EVENTS AREASKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 3/8" = 1'-0"1 ENLARGED PLAN- OPERATIONS AND EVENTS AREA 1/4" = 1'-0"2 OPERTATIONS HALL NORTH 1/4" = 1'-0"3 OPERATIONS HALL EAST 1/4" = 1'-0"4 OPERATIONS HALL SOUTH 1/4" = 1'-0"5 OPERATIONS HALL WEST 1/4" = 1'-0" 6 STORAGE ROOM NORTH 1/4" = 1'-0"7 STORAGE ROOM EAST 1/4" = 1'-0"8 STORAGE ROOM SOUTH 1/4" = 1'-0"9 STORAGE ROOM WEST 1/4" = 1'-0"10 EVENTS OFFICE NORTH 1/4" = 1'-0"11 EVENTS OFFICE EAST 1/4" = 1'-0"12 EVENTS OFFICE SOUTH 1/4" = 1'-0"13 EVENTS OFFICE WEST 1/4" = 1'-0"14 OPERATIONS OFFICE NORTH 1/4" = 1'-0"15 OPERATIONS OFFICE EAST 1/4" = 1'-0"16 OPERATIONS OFFICE SOUTH 1/4" = 1'-0"17 OPERATIONS OFFICE WEST 1/4" = 1'-0"18 OFFICE- NORTH 1/4" = 1'-0"19 OFFICE- EAST 1/4" = 1'-0"20 OFFICE- SOUTH 1/4" = 1'-0"21 OFFICE- WEST 04/04/18 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" T.O. CHIMNEY 149' - 0" F H JB G A C .1 B.3 17' - 0"11' - 0" 10' - 0" 11' - 5" 11' - 7" 121' - 0 1/8" GARAGE G01 CENTRAL STAIR CS1 BOARD ROOM 202 GIRLS SKI STORAGE 134 RECEPTION HALL 201 A903 6 21' - 5 7/8" 3' - 2 7/8" 8' - 0" 47' - 9" 14' - 9" 25' - 9 1/2" D E CENTRAL STAIR CS1 OFFICE 225 DAY USE ATHLETE AREA 126 MECH / JANITOR G05 LOCKERS G06 OFFICE G07 RECEPTION HALL 201 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" T.O. CHIMNEY 149' - 0" C F H J B G A C .1 B.3 17' - 0"11' - 0" 10' - 0" 11' - 5" 11' - 7" 121' - 0 1/8" 25' - 9 1/2" 14' - 9" 47' - 9" 2' - 0" 6' - 0" 3' - 2 7/8" 21' - 5 7/8" RECEPTION HALL 201 BOARD ROOM 202 BREEZEWAY 101 TECH SHOP G04 GARAGE G01 4" 12" 3" 12" D E LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" T.O. CHIMNEY 149' - 0" C F H JB G A C .1 B.3 7' - 8 1/4"D E BOARD ROOM 202 RECEPTION HALL 201 PATIO STAIR EAST PSE2 DAY USE ATHLETE AREA 126 TECH SHOP G04 DAY USE ATHLETE AREA 126 GARAGE G01 GARAGE G01 BREEZEWAY 101 Scale Date Drawn By Project Number 1/8" = 1'-0"3/9/2018 2:06:44 AMA301 BUILDING SECTIONSSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAUTHOR 3/9/2018 000000 1/8" = 1'-0" 1 TRANSVERSE SECTION 01 1/8" = 1'-0" 2 TRANSVERSE SECTION 02 1/8" = 1'-0" 3 TRANSVERSE SECTION 03 - CENTRAL BREEZEWAY 01 PERMIT 07.01.15 No. Description Date 06 9-15-17 BLDG.PERMIT CORR. 04/04/18 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" Level 5 139' - 0" 1 4 5 63 1.1 1.20.1 T.O. CHIMNEY 149' - 0" CLUB ROOM 207 RECEPTION HALL 201 MECH 209 WEST BREEZEWAY 116 EL. VEST G18 GARAGE G01 MECH G02 BREEZEWAY 101 CENTRAL STAIR CS1 EAST STAIR ES0 WOMEN'S RESTROOM 212 MEN'S RESTROOM 213 RECEPTION HALL 201 ALPINE COACHES WORK STATIONS 102 2 EAST CONDO ELEVATOR LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" Level 5 139' - 0" 1 4 5 6 3 4.1 1.1 1.2 0.1 CLUB ROOM 207 BOYS LOCKER ROOM 1 114 BREEZEWAY 101 RECEPTION HALL 201 GARAGE G01 BOILER ROOM G09 ELEV VEST G10 EAST PENTHOUSE SKI ROOM 149 2 WOMENS LOCKER ROOM 1 147 GIRLS LOCKER ROOM 1 144 MENS LOCKER ROOM 1 111 TUNE SHOP RECEPTION G03 WEST BREEZEWAY 116 Scale Date Drawn By Project Number 1/8" = 1'-0"3/9/2018 2:06:53 AMA302 BUILDING SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR 3/9/2018 000000 1/8" = 1'-0" 1 LONGITUDINAL BUILDING SECTION 01 1/8" = 1'-0" 2 LONGITUDINAL BUILDING SECTION 02 02 P.E.C. RESUBMITTAL 8-25-14 01 P.E.C. SUBMITTAL 7-14-14 03 P.E.C. RESUBMITTAL 9-26-14 04 PERMIT 07.01.15 2 A302 1 A302 No. Description Date 06 9-15-17BLDG.PERMIT CORR. 04/04/18 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" C C .1 A503 9 A507 5 GYM 203 CONF 104 GARAGE G01 A506 1 36 80 X73 SLOPE F6 A603 6 A603 7 2 A851 1 A851 4 A851 A603 4 A503 14 A508 6 B.3 A506 8 LAP SIDING REINF. CONCRETE FOUNDATION WALL; RE: STRUCT HOT, FLUID-APPLIED, FABRIC REINFORCED RUBBERIZED ASPHALT WATERPROOFING MEMBRANE; RE: SPEC 2" RIGID EXTRUDED POLYSTYRENE (XPS) FOAM INSULATION DRAINAGE MAT; RE: SPEC AND GEOTECH REPORT 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT PERIMETER DRAIN; RE: CIVIL UNDERSLAB VAPOR RETARDER REINF. CONCRETE FOOTING; RE: STRUCT CAST STONE MASONRY WALL CAP ANCHORED STONE VENEER METAL STUD FRAMING CONCRETE CURB; RE: CIVIL STRUCTURAL STEEL COLUMN; RE: STRUCT X37 W10 PRECAST DOUBLE-T; RE: STRUCT F2 F3 ANCHORED STONE VENEER STUCCO SOFFIT S1 STEEL BEAM; RE: STRUCT BELLY BAND 4" 12" R2 F5 3-RAIL SNOW FENCE WITH SCREEN BETWEEN RAILS; RE: SPEC STANDING SEAM METAL ROOF 3" SPRAY FOAM INSULATION (R-19) F4 2' - 5 3/4"STEEL BEAM; RE: STRUCT BELLY BAND WOOD JOISTS; RE: STRUCT PLYWOOD SHEATHING; RE: STRUCT 1-1/2" TOPPING SLAB; RE: STRUCT A502 21 D 132'-8" PLATE HT.CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A570 22 A570 23 A570 23 A505 1 A509 20 A509 9 A509 5 A502a 1 ANDERSON "100" SERIES WINDOWS AT CLUB LEVELS A507 5 LEVEL 1 99' - 7" LEVEL 2 111' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" CB A507 5 A503 2 A503 9 GARAGE G01 GYM 203 CONF. 105 EHU STUDIO TYPE A G16 F6 X33 33 80 A603 6 A506 9 4 A508 2 A508 A506 2 A505 1 A603 6 A603 7 A502a 8 A503 14 B.3 43 REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT UNDERSLAB VAPOR RETARDER REINF. CONCRETE FOOTING; RE: STRUCT HOLLOW-CORE PRECAST CONRETE PLANK; RE: STRUCT CONCRETE DRIVEWAY W/SNOWMELT SYSTEM F2 PRECAST DOUBLE-T; RE: STRUCT STEEL BEAM; RE: STRUCT BELLY BAND X37 S1 W50 36 W4 R2 4" 12" F4 STEEL BEAM; RE: STRUCT BELLY BAND 1 /4" / 12 " W28 3' - 2 7/8" 6' - 0"2' - 0"D CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A570 22 A570 23 A570 23 A509 20 A509 19 A509 16 A507 5 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" C C C .1 A503 9 TREATMENT 204 OFFICE 106 GARAGE G01 EHU STUDIO TYPE A G16 A507 5 F6 8' - 0"A603 11 A603 12 A506 9 A503 14 A603 11 A603 12 A506 2 REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT UNDERSLAB VAPOR RETARDER REINF. CONCRETE FOOTING; RE: STRUCT HOLLOW-CORE PRECAST CONRETE PLANK; RE: STRUCT CONCRETE DRIVE W/SNOWMELT SYSTEM 80 43 4" 12" R2 S1 36 ANDERSON "100" SERIES WINDOWS AT CLUB LEVELS STEEL BEAM; RE: STRUCT BELLY BAND ALUMINUM CLAD WOOD WINDOWS/ CONDO LEVELS ONLY STEEL BEAM; RE: STRUCT BELLY BAND X17 X13 3-RAIL SNOW FENCE WITH SCREEN BETWEEN RAILS; RE: SPEC STANDING SEAM METAL ROOF 3" SPRAY FOAM INSULATION (R-19) W5 W11 F4 2' - 0" 6' - 7 3/8" A503 2 8' - 11 1/4"A502 21 D 132'-8" PLATE HT.CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A570 22 A570 23 A570 23 A509 20 A509 19 A509 4 Scale Date Drawn By Project Number 3/8" = 1'-0"3/23/2018 4:28:14 PMA401 WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 3/8" = 1'-0" 1 WALL SECTION 3/8" = 1'-0" 2 WALL SECTION 3/8" = 1'-0" 3 WALL SECTION 1 A401 2 A401 3 A401 0' 1' 4' 8' 16'2' 01 PERMIT 07.01.15 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 04/04/18 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" C B A C .1 A503 6 BOARD ROOM 202 RECEPTION HALL 201 GARAGE G01 A603 6 A509 16 X37 A851 16 17 A851 A502a 8 A502a 8 5.00% B.3 F6 F2 F4 REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT OVERHEAD COILING DOOR S1 STUCCO SOFFIT PLYWOOD SHEATHING; RE: STRUCT 1-1/2" CONCRETE TOPPING SLAB FLOOR JOISTS; RE: STRUCT F5 1 44' - 1 1/4" ROOF JOISTS; RE: STRUCT STANDING SEAM METAL ROOF 3" SPRAY FOAM INSULATION (R-19) R2 R2 S1 1 A409 D 1 ROOF JOISTS; RE: STRUCT STANDING SEAM METAL ROOF 3" SPRAY FOAM INSULATION (R-19) CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" E A570 22 A570 23 A570 23 TRELLIS DETAIL PER STRUCTURAL A505 1 A502a 11 A505 1 A505 1 A509 20 A509 19 A509 12 A509 13 CLUB ELEVATOR A509 4 A570 22 A509 9 SPRAY FOAM INSULATION; 4.5" A507 5 A507 5 A507 5 A507 5 A507 5 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" C C .1 ELEV. EQUIP G14 EHU STUDIO - TYPE B UNIT G15 STOR. 216 6 A603 8 A603 7 A603 A506 2 A503 9 A506 9 W50 3 A508 A507 56 A503 A502a 8 80 73 43 B.3 A506 3 F1 F6 REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT UNDERSLAB VAPOR RETARDER REINF. CONCRETE FOOTING; RE: STRUCT EXHAUST FAN; RE: MECH EXHAUST GRILLE; RE: MECH HOLLOW-CORE PRECAST CONRETE PLANK; RE: STRUCT CONCRETE DRIVEWAY W/SNOWMELT SYSTEM 43 88 A503 14 SIM X23 36 R2 ROOF JOISTS; RE: STRUCT STANDING SEAM METAL ROOF 3" SPRAY FOAM INSULATION (R-19) LAP SIDING ALUMINUM CLAD WOOD WINDOWS AT CONDO LEVELS ONLY BELLY BAND 2 A503 7 A503 6' - 0" 2' - 0" S1 D 133'-3-7/8" PLATE HT.CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A570 22 A570 23 A570 23 A509 13 A509 4 SPRAY FOAM INSUL. 4.5" SPRAY FOAM INSUL. 4.5" A507 5 Scale Date Drawn By Project Number 3/8" = 1'-0"3/23/2018 4:28:17 PMA402 WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 3/8" = 1'-0" 1 SECTION AT BREEZEWAY-STAIR ELEVATION 3/8" = 1'-0" 2 WALL SECTION 05 - 1 A402 2 A402 0' 2' 8' 16' 32'4' 01 PERMIT 07.01.15 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 04/04/18 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" C B B C .1 A503 6 A503 9 GARAGE G01 CONF. 139 A505 1 A502a 8 A603 6 A603 6 A603 7 4 A508 2 A508 A603 1 A603 2 EHU STUDIO - TYPE B UNIT G15 A503 14 33 80 43 A506 2 B.3 B.3 REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT UNDERSLAB VAPOR RETARDER REINF. CONCRETE FOOTING; RE: STRUCT HOLLOW-CORE PRECAST CONRETE PLANK; RE: STRUCT CONCRETE WITH SNOWMELT SYSTEM F2 STEEL BEAM; RE: STRUCT BELLY BAND ANDERSON 100 SERIES @ CLUB LEVELS R2 STEEL BEAM; RE: STRUCT BELLY BAND D F6 CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A506 9 A505 1 A570 22 4.5" SPRAY FOAM INSULATION A505 1 A570 23 A509 19 A505 1 A509 20 A507 5 A507 5 A507 5 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" C .1 F.ST./F.SK. OFFICE 141 GARAGE G01 A503 6 A503 9 2 A508 A504 1 A503 14 A506 1 A603 7 X37 36 B.3 A506 8 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 80 2" RIGID EXTRUDED POLYSTYRENE WATERPROOF MEMBRANE DRAINAGE BOARD VAPOR RETARDER PERIMETER DRAIN; RE: CIVIL DOUBLE TEE; RE: STRUCT SIM 3-RAIL SNOW FENCE WITH SCREEN BETWEEN RAILS; RE: SPEC STANDING SEAM METAL ROOF RAFTERS; RE: STRUCT C- CHANNEL; RE: STRUCT STRUCTURAL BEAM; RE: STRUCT 10 A502a A502a 9 W14 ANDERSON 100 SERIES WINDOWS @ CLUB LEVELS A503 16 A502 21 D 133'-0-7/8" T.O. BEAMCLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A503 3 A508 6 A509 8 A509 19 A570 23 A570 22 4.5" SPRAY FOAM INSULATION A506 11 SIM. A502a 1 A507 5 A507 5 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" 6 A503 6 X37 A506 15 80 80 A503 30 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT S1 A506 14 A503 16 CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A508 6 A503 3 SIM. A509 29 A509 19 A509 4 A507 5 Scale Date Drawn By Project Number 3/8" = 1'-0"3/23/2018 4:28:21 PMA403 WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 3/8" = 1'-0" 1 WALL SECTION 3/8" = 1'-0" 2 WALL SECTION 3/8" = 1'-0" 3 WALL SECTION 1 A403 3 A403 2 A403 01 PERMIT 07.01.15 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 04/04/18 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" 6 6 A902 A503 18 A506 16 A506 1 A506 211' - 7" 11' - 5" 10' - 0" 3' - 10 3/4"GARAGE G01 EAST STAIR ES1 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 2" RIGID EXTRUDED POLYSTYRENE WATERPROOF MEMBRANE DRAINAGE BOARD VAPOR RETARDER PERIMETER DRAIN; RE: CIVIL PRE-FINISHED METAL COPING COVER BELLY BAND NATURAL STONE WALL ASSEMBLY; RE: A571 LAP SIDING PRECAST DOUBLE-T; RE: STRUCT METAL FRAMED GYP. BD CEILING INVERTED ROOF MEMBRANE ASSEMBLY METAL FRAMED GYP. BD CEILING METAL GUARDRAIL CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A502a 1 PRECAAST STAIR PRECAAST STAIR A570 22 A503 3 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" 6 ELECTRICAL 151 BOILER ROOM G09 MECH. 150 MECH 232 SKI STOR 234 A603 9 A503 30 A506 1 W38 A506 10 80 50 76 76 F4 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 2" RIGID EXTRUDED POLYSTYRENE WATERPROOF MEMBRANE DRAINAGE BOARD VAPOR RETARDER PERIMETER DRAIN; RE: CIVIL PRECAST DOUBLE-T; RE: STRUCT 4" HIGH (NOMINAL) HOUSEKEEPING PAD; RE: MECH PRE-FINISHED METAL COPING COVER NATURAL STONE WALL ASSEMBLY; RE: A571 BELLY BAND LAP SIDING WALL ASSEMBLY; RE: A571 DRYWALL CEILING; RE: RCP INVERTED ROOF MEMBRANE ASSEMBLY ALUMINUM CLAD WOOD WINDOWS AT CONDO LEVELS ONLY METAL CLOSURE WALL ASSEMBLY; RE: A571 T&G SOFFIT STEEL BEAM; RE: STRUCT ROOF JOISTS; RE: STRUCT STANDING SEAM METAL ROOF FASCIA F2 F1 CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A505 1 A502a 4A503 16 A503 3 A502a 5 A509 19 A570 23 A509 4 A570 22 A502a 1 A507 5 A507 5 A507 5 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" HJ G A505 1 A505 1 X13 A503 23 A603 1 A506 5 A506 1 A506 2 80 46 36 80 GARAGE G01 WOMENS BATHROOM 136 25' -9 1/2" 14' - 9" A503 16 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 2" RIGID EXTRUDED POLYSTYRENE WATERPROOF MEMBRANE DRAINAGE BOARD VAPOR RETARDER PERIMETER DRAIN; RE: CIVIL A503 30 BELLY BAND LAP SIDING WALL ASSEMBLY; RE: A571 INVERTED ROOF MEMBRANE ASSEMBLY ANDERSON 100 SERIES @ CLUB LEVELS ROOF JOISTS; RE: STRUCT STANDING SEAM METAL ROOF 3" SPRAY FOAM INSULATION (R-19) A502 18 PLYWOOD SHEATHING; RE: STRUCT 1-1/2" CONCRETE TOPPING SLAB FLOOR JOISTS; RE: STRUCT BELLY BAND ALUMINUM CLAD WOOD WINDOWS ALUMINUM CLAD WOOD WINDOWS W33 W40 W44 STEEL BEAM; RE: STRUCT PRECAST INVERTED TEE BEAM; RE: STRUCT139'-5-1/4" PLATE HT.CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A502a 1 A570 22 A570 23 A509 19 A503 3 A502a 6 A502a 5 A502a 4 A502a 6 A507 5 A507 5 A507 5 Scale Date Drawn By Project Number 3/8" = 1'-0"3/23/2018 4:28:25 PMA404 WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 3/8" = 1'-0" 1 WALL SECTION 3/8" = 1'-0" 2 WALL SECTION 3/8" = 1'-0" 3 WALL SECTION 1 A403 2 A403 3 A403 01 PERMIT 07.01.15 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. 04/04/18 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" G A509 8 A509 18 GARAGE G01 A509 23 A509 28 7' - 10"A502a 8 7' - 6"PRECAST INVERTED TEE BEAM; RE: STRUCT 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT VAPOR RETARDER PRECAST DOUBLE-T; RE: STRUCT STEEL BEAM; RE: STRUCT SLIDING DOOR; RE: DOOR SCHEDULE 1-1/2" CONCRETE TOPPING SLAB 3/4" FLOOR SHEATHING; RE: STRUCT FLOOR JOISTS; RE: STRUCT 5/8" GYPSUM BOARD SLIDING DOOR; RE: DOOR SCHEDULE STUCCO SOFFIT; RE: A571 9' - 3"10' - 3"11' - 0"10' - 0" 11' - 5" 11' - 7" STONE FLOOR TILE ON DRAINBOARD ON WATERPROOF MEMBRANE 4-1/2" CONCRETE SLAB ON 2" METAL DECK METAL GUARDRAIL ON KNEE WALL STONE FLOOR TILE ON DRAINBOARD ON WATERPROOF MEMBRANE PLYWOOD SHEATHING ON TAPERED FLOOR JOIST; RE: STRUCT STUCCO ON PLYWOOD SHEATHING LVL RIM JOISTS; RE: STRUCT CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4"A505 14 A570 22 A507 5 A507 5 A507 5 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" H J G A603 12 A505 1 A506 2 355 A503 A509 8 A509 29 A851 5 A502a 8 A502a 8 X17 GARAGE G01 TECH SHOP G04 RECEPTION HALL 201 A506 12 A506 1 25' - 9 1/2" 14' - 9"7' - 10"5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 2" RIGID EXTRUDED POLYSTYRENE WATERPROOF MEMBRANE DRAINAGE BOARD VAPOR RETARDER PERIMETER DRAIN; RE: CIVIL DUCTWORK; RE: MECH PRECAST DOUBLE-T; RE: STRUCT STEEL BEAM; RE: STRUCT BREEZEWAY 101 PRECAST INVERTED TEE BEAM; RE: STRUCT A502a 11 355 A503 A502a 11 CONCRETE COLUMN; RE: STRUCT S1 STUCCO SOFFIT; RE: A571 F3 STEEL BEAM; RE: STRUCT 8' - 6" 7' - 6" 0' - 6" 80 80 ROOF JOISTS; RE: STRUCT STANDING SEAM METAL ROOF X28 3" SPRAY FOAM INSULATION (R-19) BELLY BAND W-SHAPE STEEL ROOF SUPPORTS 1-1/2" CONCRETE TOPPING SLAB 3/4" FLOOR SHEATHING; RE: STRUCT FLOOR JOISTS; RE: STRUCT 5/8" GYPSUM BOARD SLIDING DOOR; RE: DOOR SCHEDULE STONE FLOOR TILE ON DRAINBOARD ON WATERPROOF MEMBRANE PLYWOOD SHEATHING ON TAPERED FLOOR JOIST; RE: STRUCT LAP SIDING WALL ASSEMBLY; RE: A571 ALUMINUM CLAD WOOD WINDOWS ALUMINUM CLAD WOOD WINDOW AT CONDO LEVELS ONLY HEAVY TIMBER ROOF SUPPORT; RE: STRUCT MECHANICAL DUCT; RE: MECH MECHANICAL EXHAUST GRILL; RE: MECH ROOF JOISTS; RE: STRUCT STANDING SEAM METAL ROOF 3" SPRAY FOAM INSULATION (R-19)140'-2-1/2" T.O. BEAMF6 CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A508 6 A505 14 A570 23 A509 20 A502a 9 A505 14 1X6 T&G CLG DAY USE ATHLETE AREA 126 A509 13 DAY USE ATHLETE AREA 126 A509 14 A570 22 A509 4 A502a 1 A509 15 A507 5 A507 5 A507 5 Scale Date Drawn By Project Number 3/8" = 1'-0"3/23/2018 4:28:27 PMA405 WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 3/8" = 1'-0" 1 WALL SECTION 3/8" = 1'-0" 2 WALL SECTION 2 A403 1 A403 01 PERMIT 07.01.15 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17 F2 BLDG.PERMIT CORR. 04/04/18 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" 1 0.1 T.O. CHIMNEY 149' - 0" A506 1 X28 A603 1 8' - 0 5/8"5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 2" RIGID EXTRUDED POLYSTYRENE WATERPROOF MEMBRANE DRAINAGE BOARD VAPOR RETARDER PERIMETER DRAIN; RE: CIVIL PRECAST DOUBLE-T; RE: STRUCT MECHANICAL DUCT; RE: MECH SLAB ON GRADE METAL GUARD RAIL STEEL BEAM; RE: STRUCT S1 F4 F6 A502 12 ROOF JOISTS; RE: STRUCT STANDING SEAM METAL ROOF 3" SPRAY FOAM INSULATION (R-19) W60 W57 ALUMINUM CLAD WOOD WINDOWS AT CONDO LEVELS ONLY METAL CLOSURE BELLY BAND STUCCO SOFFIT CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A502a 1 A509 10 A509 17 A570 23 A503 9A509 20 WEST CONDO 3ALUMINUM CLAD WOOD WINDOWS AT CONDO LEVELS ONLY A507 5 A507 5 A507 5 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" 1 1.1 0.1 A506 1 A509 17 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 2" RIGID EXTRUDED POLYSTYRENE WATERPROOF MEMBRANE DRAINAGE BOARD VAPOR RETARDER PERIMETER DRAIN; RE: CIVIL PRECAST DOUBLE-T; RE: STRUCT 80 34 F2 X17 3 A503 F5 F3 NATURAL STONE WALL ASSEMBLY; RE: A571 PRE-FINISHED METAL COPING COVER BELLY BAND LAP SIDING WALL ASSEMBLY; RE: A571 S1 STUCCO WALL ASSEMBLY; RE: A102 & A571 METAL CLOSURE 34 7311' - 0"10' - 0" 11' - 5" 11' - 7" ROOF JOISTS; RE: STRUCT STANDING SEAM METAL ROOF 3" SPRAY FOAM INSULATION (R-19) W58 W55 1-1/2" CONCRETE TOPPING SLAB 3/4" FLOOR SHEATHING; RE: STRUCT FLOOR JOISTS; RE: STRUCT 5/8" GYPSUM BOARD CLUB ROOM 207 WEST ELEV VEST 118 WEST PENTHOUSE STORAGE 117 WEST BREEZEWAY 116 GARAGE G01 TRASH/RECYCLE-W G17 CONDO 4 169 METAL GUARD RAIL; RE: LANDSCAPE SIDEWALK; RE: LANDSCAPE & CIVIL F6 CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A502a 1 A570 22 A509 4 A509 10 SIM. A570 23 A508 6 A503 18 CONDO 3 A505 1 A570 23 A509 20 A503 9 A502a 8 ALUMINUM CLAD WOOD WINDOWS AT CONDO LEVELS ONLY A507 5 A507 5 A507 5 A507 5 A507 5 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" 10.1 A502 12 A508 8 A508 9 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 2" RIGID EXTRUDED POLYSTYRENE WATERPROOF MEMBRANE DRAINAGE BOARD VAPOR RETARDER PERIMETER DRAIN; RE: CIVIL PRECAST DOUBLE-T; RE: STRUCT MECHANICAL DUCT; RE: MECH 30 A503 3 A503 9' - 8 3/4" METAL GUARD RAIL CONC. SIDEWALK; RE: CIVIL STONE VENEER ON 1" MORTAR PRECAST CONCRETE CAP MECHANICAL LOUVER; RE: MECH PRECAST STONE CAP BELLY BAND LAP SIDING PARAPET STONE VENEER WALL ASSEMBLY; RE: A202 & A271 PRE-FINISHED METAL COPING COVER CONCRETE WITH SNOWMELT SYSTEM PRECAST DOUBLE-T; RE: STRUCT 1' - 6" CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A508 6 A502a 1 SPRAY FOAM INSULATION; 4.5" PLANTER DRAIN STUCCO WALL BEYOND A503 23 A507 5 A507 5 Scale Date Drawn By Project Number 3/8" = 1'-0"3/23/2018 4:28:31 PMA406 WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 3/8" = 1'-0" 2 WALL SECTION 3/8" = 1'-0" 1 WALL SECTION 3 A403 2 A403 1 A403 3/8" = 1'-0" 3 WALL SECTION 01 PERMIT 07.01.15 No. Description Date 06 9-15-17BLDG.PERMIT CORR. 04/04/18 LEVEL 1 99' - 7" GARAGE 88' - 0" 3 A408 3 A408 W16 W16 0' - 8" 6' - 6"17 A603 16 A603 15 A603 REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT SUBBASE; RE: SOILS REPORT SUBGRADE PERMETER DRAIN; RE: CIVIL WATERPROOF MEMBRANE EXHAUST LOUVER; RE: MECHALUMINUM CLAD WOOD WINDOWS NATURAL STONE WALL ASSEMBLY; RE: A571 CONCRETE WITH SNOWMELT SYSTEM HOLLOW-CORE PRECAST CONRETE PLANK; RE: STRUCT A506 11 A506 1 CLUB LEVEL 1 FIN. FLOOR 99' - 11"DRIVEWAY ADA LIFT A505 1 LEVEL 1 99' - 7" GARAGE 88' - 0" 3 3 A408 3 A408 SIM W16 80 A506 1 16 A60317 A603 15 A603 REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT SUBBASE; RE: SOILS REPORT SUBGRADE PERMETER DRAIN; RE: CIVIL WATERPROOF MEMBRANE EXHAUST LOUVER; RE: MECH ALUMINUM CLAD WOOD WINDOWS NATURAL STONE WALL ASSEMBLY; RE: A571 CONCRETE WITH SNOWMELT SYSTEM A506 11 OPP SLOPE HOLLOW-CORE PRECAST CONRETE PLANK; RE: STRUCT G4 4 R.'S AT 6" 3 T'S AT 12" GRIPPABLE HANDRAIL AT 36-38" AFF WITH GRIPPABLE HANDRAIL/ NO SPACE GREATER THAN 4" AT VERT. PICKETS/ 6" FROM AFF CLUB LEVEL 1 FIN. FLOOR 99' - 11" A505 1 DRIVEWAY LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" 1 1.1 0.1 A502a 11 8 A506 SIM 2 A508 SIM SIM S1 F4 X40 A506 2A506 1 88 80 REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT PERMETER DRAIN; RE: CIVIL WATERPROOF MEMBRANE VAPOR RETARDER NATURAL STONE WALL ASSEMBLY; RE: A571 WEST STAIR WS0 GARAGE G01 GYM 203 WEST STAIR WS2 WEST STAIR WS1 76 10' - 2 1/2"ACOUSTIC CEILING TILE SUSPENDED CEILING TEE A503 3 A503 1811' - 0"10' - 0" 11' - 5" 11' - 7" A503 13 A503 13 PRECAST DOUBLE-T; RE: STRUCT STONE CAP STUCCO SOFFIT STANDING SEAM METAL ROOF ROOF JOISTS; RE: STRUCT 12"x24" HEAVY TIMBER BEAM W-SHAPE; RE: STRUCT PRE-FINISHED METAL COPING COVER A509 7 BELLY BAND LAP SIDING WALL ASSEMBLY; RE: A571 3' - 10 3/4"CAST-IN-PLACE STAIR; RE: LANDSCAPE RECESSED WALL MOUNT LIGHT FIXTURE; RE: ELECT TOUNGE AND GROOVE SOFFIT 2" RIGID EXTRUDED POLYSTYRENE 133'-10-1/8" T.O. BEAMCLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A502a 1 CONDO 3 A570 5 A509 4 Scale Date Drawn By Project Number 3/8" = 1'-0"3/9/2018 2:07:51 AMA407 WALL SECTIONSSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 3/8" = 1'-0" 1 WALL SECTION - WEST EHU PATIO 3/8" = 1'-0" 2 WALL SECTION - EAST EHU PATIO 3/8" = 1'-0" 3 WALL SECTION 1 A403 1 A407 2 A407 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 04/04/18 LEVEL 1 99' - 7" GARAGE 88' - 0" A 1 A407 1 A407 A603 16 SLOPE A508 1 A506 6 HOLLOW-CORE PRECAST CONRETE PLANK; RE: STRUCT CONCRETE WITH SNOWMELT SYSTEM ANCHORED STONE VENEER WALL ASSEMBLY 43 W16 METAL FRAMED DRYWALL CEILING BATT INSULATION WHEELCHAIR LIFT GRADE A505 1 FRAMED WALL A508 1 LEVEL 1 99' - 7" LEVEL 2 111' - 0" LEVEL 3 121' - 0" H WALL PER STRUCTURAL PRECAST DOUBLE-T; RE: STRUCT 80 363610' - 0"11' - 5" PRE-FINISHED METAL COPING COVER BELLY BAND LAP SIDING WALL ASSEMBLY; RE: A571 INVERTED ROOF MEMBRANE ASSEMBLYSTEEL BEAM; RE: STRUCT SOIL ON 4-1/2" CONCRETE SLAB ON 2" METAL DECK; RE: STRUCT & CIVIL STONE CAP W43 ANCHORED STONE VENEER WALL ASSEMBLY; RE: A571 A503 30 A503 8 A505 1 CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" GRADE A503 23 SIM. A509 12 BAR GRATE STAIRS A509 9 ANDERSON "100" SERIES WINDOWS AT CLUB LEVELS ONLY A507 5 A507 5 LEVEL 4 132' - 0" T.O. CHIMNEY 149' - 0" F 17' - 0"PLYWOOD SHEATHING; RE: STRUCT 1-1/2" CONCRETE TOPPING SLAB FLOOR JOISTS; RE: STRUCT BILCO 2'-6" X 2'-6" ROOF HATCH, TYPE FR-2; 1 HOUR RATED STAIR SHAFT; VFY W/ MFR RE: EXTERIOR EXPOSURE ROOF JOISTS; RE: STRUCT STANDING SEAM METAL ROOF 3" SPRAY FOAM INSULATION (R-19) STANDING SEAM METAL ROOF 8' - 0"E STONE A502a 13 A570 10 STAIR ACCESS DOOR FOR EQUIPMENT A502a 13 AC CONDENSER AC CONDENSER MAIN AND OVERFLOW DRAIN BILCO 1 HR ACCESS DOOR TYPE "X" GWB LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" H G A851 16 A506 2 15 15 X24 A851 8 14' - 9" CLUB ROOM 207 GARAGE G01 TECH SHOP G04 A503 8 PRE-FINISHED METAL COPING COVER BELLY BAND LAP SIDING WALL ASSEMBLY; RE: A571 INVERTED ROOF MEMBRANE ASSEMBLY A503 30 PLYWOOD SHEATHING; RE: STRUCT 1-1/2" CONCRETE TOPPING SLAB FLOOR JOISTS; RE: STRUCT ALUMINUM CLAD WOOD WINDOWS STEEL BEAM; RE: STRUCT METAL FRAMED DRYWALL CEILING STEEL BEAM; RE: STRUCT CONCRETE WITH SNOWMELT SYSTEM 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT VAPOR RETARDER PRECAST DOUBLE-T; RE: STRUCT PRECAST INVERTED TEE BEAM; RE: STRUCT COILING OVERHEAD DOOR; RE: A850 MECHANICAL DUCT; RE: MECH METAL FRAMED DRYWALL CEILING REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 80 BELLY BAND ROOF JOISTS; RE: STRUCT STANDING SEAM METAL ROOF 3" SPRAY FOAM INSULATION (R-19)8' - 2"9' - 2 1/2"10' - 2 1/2"139'-4-1/8" PLATE HT.CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" BOYS LOCKER ROOM 2 124 A509 4 A509 12 A502a 6 A502a 4 CONDO 3 CONDO 4 A507 5 A507 5 A507 5 Scale Date Drawn By Project Number 3/8" = 1'-0"3/23/2018 4:28:35 PMA408 WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 3/8" = 1'-0" 3 WALL SECTION 20 - 3/8" = 1'-0" 2 WALL SECTION 21 3/8" = 1'-0" 4 MECHANICAL CHIMNEYS 3/8" = 1'-0" 1 WALL SECTION 1 A408 3 A408 2 A408 4 A408 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. 04/04/18 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" 3 8' - 0"EHU STUDIO TYPE A G16 EHU STUDIO - TYPE B UNIT G15 4" 12" G4 REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT SUBBASE; RE: SOILS REPORT SUBGRADE ALUMINUM CLAD WOOD WINDOWS VAPOR BARRIER INTERLOCKING PAVERS WITH SNOWMELT SYSTEM HOLLOW-CORE PRECAST CONRETE PLANK; RE: STRUCT HSS-SHAPE STEEL SUPPORTS; RE: STRUCT HSS OPEN TRELLIS AT ENTRY PORT COCHERE/ CANTILEVER METAL FRAME, ACHORED STONE VENEER WALL SNOW FENCE HEAVY TIMBER BEAM; RE: STRUCT ROOF JOISTS; RE: STRUCT STANDING SEAM METAL ROOF FASCIA LAP SIDING WALL ASSEMBLY METAL FRAME DRYWALL CEILING CONC. CURB AND GUTTER; RE: CIVIL ANCHORED STONE VENEER INSULATED FURRING WALL; RE: A570 43 43 2 CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A506 18 A506 18 LEVEL 2 111' - 0" LEVEL 3 121' - 0" 3 10' - 0"HEAVY TIMBER BEAM; RE: STRUCT ROOF JOISTS; RE: STRUCT STANDING SEAM METAL ROOF STEEL SUPPORTS; RE: STRUCT STEEL PLATE; RE: STRUCT ANCHORED STONE VENEER WALL ASSEMBLY; RE: A571 30 A503 8 A503 G10 SLOPED STEEL BEAM; RE: STRUCT INTERLOCKING PAVERS WITH SNOWMELT SYSTEM HOLLOW-CORE PRECAST CONRETE PLANK; RE: STRUCT PRE-FINISHED METAL COPING COVER LAP SIDING ALUMINUM CLAD WOOD WINDOWS 34 A502 1 G202 2 LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A502a 8 A502a 9 A505 14 STAIRS DOWN TO CLUB Scale Date Drawn By Project Number 3/8" = 1'-0"3/9/2018 2:08:07 AMA409 LOW GABLE SECTIONSSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 3/8" = 1'-0" 1 PORTE COCHERE GABLE 3/8" = 1'-0" 2 SOUTH TERRACE 01 PERMIT 07.01.15 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. 04/04/18 R-13 R-13 R-13 R-7.5 EXTERIOR INTERIOR 5/8" GWB WIRE BRUSHED WOOD LAP SIDING (THP M4-41 6V 6L) 1.5" R-7.5 CONTINUOUS RIGID INSULATION FLATWRAP UV WRB/AB ON 5/8" DENSGLASS SHEATHING 1" WOOD FURRING STRIPS/ 16" O.C. VAPOR BARRIER 6" METAL STUD FRAMING AT 16" O.C. WITH R-13 BATT INSULATION R-7.5 R-7.5 BUTT JOINT AT CORNER FRAMING PER STRUCTURAL R-7.5R-13 R-13 R-7.5 R-7.5 R-13 R-13 R-7.5 FRY REGLET PCM#75-75-150 CORNER KEY EXTERIOR INTERIOR 5/8" GWB WIRE BRUSHED WOOD LAP SIDING (THP M4-41 6V 6L) 1.5" R-7.5 CONTINUOUS RIGID INSULATION FLATWRAP UV WRB/AB ON 5/8" DENSGLASS SHEATHING 1" WOOD FURRING STRIPS/ 16" O.C. VAPOR BARRIER 6" METAL STUD FRAMING AT 16" O.C. WITH R-13 BATT INSULATION FRAMING PER STRUCTURAL R-13 5/8" GWB R-13 R-7.5 EXTERIOR INTERIOR R-7.5 WIRE BRUSHED WOOD LAP SIDING (THP M4-41 6V 6L) 1.5" R-7.5 CONTINUOUS RIGID INSULATION FLATWRAP UV WRB/AB ON 5/8" DENSGLASS SHEATHING 1" WOOD FURRING STRIPS/ 16" O.C. VAPOR BARRIER 6" METAL STUD FRAMING AT 16" O.C. WITH R-13 BATT INSULATION FRAMING PER STRUCTURAL R-13 R-13 R-13 R-7.5 EXTERIOR INTERIOR 5/8" GWB VAPOR BARRIER R-7.5 R-7.5 1.5" R-7.5 CONTINUOUS RIGID INSULATION SCRATCH COAT SLICKER MAX 10 MIL FLATWRAP UV WRB/AB LATHE 5/8" DENSLASS SHEATHING CEMENTITIOUS STUCCO, 3 COAT: 1/2" MAX. SCRATCH COAT, 1/4" MAX. BROWN COAT, 1/16" MAX. STUCCO FRAMING PER STRUCTURAL EXTERIOR INTERIOR FRY REGLET "X" MOLDING #XCM-75-75-150 6" X 6" VERTICAL STRIP OF REVEAL SHIELD WOOD BLOCKING R-13 R-13 R-13 R-7.5 5/8" GWB VAPOR BARRIER R-7.5 1.5" R-7.5 CONTINUOUS RIGID INSULATION SCRATCH COAT SLICKER MAX 10 MIL FLATWRAP UV WRB/AB LATHE 5/8" DENSLASS SHEATHING CEMENTITIOUS STUCCO, 3 COAT: 1/2" MAX. SCRATCH COAT, 1/4" MAX. BROWN COAT, 1/16" MAX. STUCCO FRAMING PER STRUCTURAL R-13 R-7.5 EXTERIOR INTERIOR 1.5" R-7.5 CONTINUOUS RIGID INSULATION SCRATCH COAT SLICKER MAX 10 MIL FLATWRAP UV WRB/AB R-7.5 LATHE R-13 5/8" DENSLASS SHEATHING CEMENTITIOUS STUCCO, 3 COAT: 1/2" MAX. SCRATCH COAT, 1/4" MAX. BROWN COAT, 1/16" MAX. STUCCO 5/8" GWB VAPOR BARRIER FRAMING PER STRUCTURAL R-13 R-13 R-13 R-7.5 EXTERIOR INTERIOR R-7.5 R-7.5 5/8" GWB VAPOR BARRIER 6" STONE VENEER , GROUT SOLID, ASHULAR PATTERN LATHE, 1/4" 1.5" R-7.5 CONTINUOUS RIGID INSULATION SCRATCH COAT MORTAR SETTING BED SLICKER MAX 10 MIL FLATWRAP UV WRB/AB 5/8" DENSLASS SHEATHING FRAMING PER STRUCTURAL R-13 R-7.5 EXTERIOR INTERIOR R-13 5/8" GWB VAPOR BARRIER R-13 R-7.5 6" STONE VENEER , GROUT SOLID, ASHULAR PATTERN LATHE, 1/4" 1.5" R-7.5 CONTINUOUS RIGID INSULATION SCRATCH COAT MORTAR SETTING BED SLICKER MAX 10 MIL FLATWRAP UV WRB/AB 5/8" DENSLASS SHEATHING FULL PIECES AT CORNERS, RANDOM PATTERN FRAMING PER STRUCTURAL EXTERIOR INTERIOR 6" STONE VENEER , GROUT SOLID, ASHULAR PATTERN LATHE, 1/4" R-7.5R-13 R-13 R-7.5 1.5" R-7.5 CONTINUOUS RIGID INSULATION SCRATCH COAT MORTAR SETTING BED SLICKER MAX 10 MIL FLATWRAP UV WRB/AB 5/8" DENSLASS SHEATHING 5/8" GWB VAPOR BARRIER FRAMING PER STRUCTURAL Scale Date Drawn By Project Number 1" = 1'-0"3/9/2018 2:08:14 AMA501 WALL DETAILSSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 1" = 1'-0"2 WOOD SIDING WALL/INSIDE CORNER/ PLAN VIEW 1" = 1'-0"3 WOOD SIDING WALL/OUTSIDE CORNER/ PLAN VIEW 1" = 1'-0"4 WOOD SIDING WALL/SECTION VIEW 1" = 1'-0"6 STUCCO SIDING WALL/INSIDE CORNER/ PLAN VIEW 1" = 1'-0"7 STUCCO SIDING WALL/OUTSIDE CORNER/ PLAN VIEW 1" = 1'-0"8 STUCCO SIDING WALL/ SECTION VIEW 1" = 1'-0"10 STONE SIDING WALL/ INSIDE CORNER/ PLAN VIEW 1" = 1'-0"11 STONE SIDING WALL/OUTSIDE CORNER/ PLAN VIEW 1" = 1'-0"12 STONE SIDING WALL/SECTION VIEW 04/04/18 RE: PLAN 3'-1 1 3/4"A RE: PLAN 3'-1 1 3/4"A 2' - 0" MIN.FULLY ADHERED EPDM ROOFING MEMBRANE CANT STRIP PRE-FINISHED METAL COPING COVER BLOCKING F4 METAL STUD FRAMING (2) LAYERS 5/8" EXTERIOR GYPSUM WALL BOARD STUCCO BOARD STEEL BEAM; RE: STRUCT 25.00°0' - 6"0' - 4"X23 F5 DECORATIVE STEEL W-SHAPE SUPPORTS; RE: STRUCT STEEL PLATE BOLTED CONNECTION; RE: STRUCT WOOD BLOCKING BOLTED CONNECTION; RE: STRUCT HEAVY TIMBER BEAM; RE: STRUCT 2' - 3"CAULKING ANGLE PER STRUCTURAL METAL FLASHING STANDING SEAM METAL ROOF ROOF SHEATHING; RE: STRUCT VAPOR PERMIABLE UNDERLAYMENT; RE: SPEC 3" NAIL BASE (LTTR = 15) OVER 3" POLYISO (LTTR = 17.4). JOINTS TO BE STAGGERED AND OFFSET PER MANUF. SPEC. ROOF SHEATHING; RE: STRUCT WATERPROOFING UNDERLAYMENT FIRE-RESISTANT ROOFING UNDERLAYMENT 3" SPRAY FOAM INSULATION (R-19) 1-1/2" SPRAY FOAM INSULATION BLOCKING BATT INULATION 5/8" GYPSUM BOARD 1X3 1' - 2 1/8" 6" DIA CORNICE DRAIN (2) ROWS HEAT TRACE; EXTEND (1) ROW MIN. INTO DOWNSPOUT TO POINT WHERE WATER WILL REMAIN LIQUID HEAT TRACE. HOLD WITH METAL CLIPS SARNAFIL DARK-BROWN COLRED FLEECE-BACK MEMBRANE FULLY ADHERED TO GUTTER & UP ROOF SLOPE 24" MIN. WELD MEMBRANE @ LAP 1' - 3 1/4"2' - 1 3/4"0' - 1 5/8"SNOW FENCE NOTE: SLOPE GUTTER 1/8"/FT; MAX RUN BETWEEN DRAINS 24'.MIN.0' - 6"MAX0' - 3"RAFTERS; RE: STRUCT CONTINUOUS CLEAT FASCIA BOARD 1' - 2"14" LVL EAVE OUTRIGGER BEAMS, RE: STRUCT 2X DOUBLE TOP PLATE W/ SEAT CUT BCI/LVL RAFTER ROUND METAL DOWNSPOUT W/ SLIP CONNECTION BELOW SOFFIT DRAINPIPE, APPROX. 3" DIA. WIRE BRUSHED WOOD T & G SOFFIT (THP M4-41 6V 6L)/ MICRO BEVEL 5/8" DENSGLASS SHEATHING LINE OF MAX GUTTER HEIGHT BEYOND R-30 MIN. ABOVE DECK STANDING SEAM METAL ROOF ROOF SHEATHING; RE: STRUCT VAPOR PERMIABLE UNDERLAYMENT; RE: SPEC 3" MIN. NAIL BASE (LTTR = 15) OVER 3" POLYISO (LTTR = 17.4). JOINTS TO BE STAGGERED AND OFFSET PER MANUF. SPEC. ROOF SHEATHING; RE: STRUCT WATERPROOFING UNDERLAYMENT FIRE-RESISTANT ROOFING UNDERLAYMENT 3" MIN. SPRAY FOAM INSULATION (R-19) 1-1/2" SPRAY FOAM INSULATION BLOCKING 3" MIN. BATT INULATION 5/8" GYPSUM BOARD 1X3 1' - 2 1/8" 6" DIA CORNICE DRAIN (2) ROWS HEAT TRACE; EXTEND (1) ROW MIN. INTO DOWNSPOUT TO POINT WHERE WATER WILL REMAIN LIQUID HEAT TRACE. HOLD WITH METAL CLIPS SARNAFIL DARK-BROWN COLRED FLEECE-BACK MEMBRANE FULLY ADHERED TO GUTTER & UP ROOF SLOPE 24" MIN. WELD MEMBRANE @ LAP 1' - 3 1/4"2' - 1 3/4"SNOW FENCE ROUND METAL DOWNSPOUT W/ SLIP CONNECTION BELOW SOFFIT NOTE: SLOPE GUTTER 1/8"/FT; MAX RUN BETWEEN DRAINS 24'.MIN.0' - 6"MAX0' - 3"LINE OF MAX GUTTER HEIGHT BEYOND RAFTERS; RE: STRUCT CONTINUOUS CLEAT FASCIA BOARD 1' - 8"14" LVL EAVE OUTRIGGER BEAMS, RE: STRUCT 2X DOUBLE TOP PLATE W/ SEAT CUT BCI/LVL RAFTER DRAINPIPE, APPROX. 3" DIA. WIRE BRUSHED WOOD T & G SOFFIT (THP M4-41 6V 6L)/ MICRO BEVEL 5/8" DENSGLASS SHEATHING R-30 MIN. ABOVE DECK 1' - 2 1/8"1' - 3 1/4"2' - 1 3/4"NOTE: SLOPE GUTTER 1/8"/FT; MAX RUN BETWEEN DRAINS 24'.MIN.0' - 6"MAX0' - 3"1' - 8"R-30 MIN. ABOVE DECK HEAT TRACING UNDER ROOF EDGE; HOLD IN PLACE WITH COPPER CLIPS SOLDERING TO COPPER GUTTER LINING COPPER ROUND WIRE STRAINER COPPER GUTTER LINER; SOLDER ALL LAPS AND END CAPS; SECURE TO FRAMING OUTSIDE OF GUTTER AND STRIP-IN WITH GRACE ULTRA AT FASTENERS; PROVIDE SOLDERED DROP TUBE INTO DRAIN TWO ROWS HEXT TRACING IN DOWNSPOUT; EXTEND 1 ROW IN DOWNSPOUT, TO POINT WHERE MELT WATER WILL REMAIN LIQUID OR WHERE DISCHARGE FREEZING WILL NOT EFFECT DOWNSPOUT DRAINAGE COPPER CAP; ATTACH TO CLEAT AND LEG OF GUTTER LINER; DO NOT FASTEN TO TOP SURFACE OR INSIDE GUTTER RIVET TO LEG OF GUTTER LINER 3/4" DRIP EDGE CONTINUOUS CLEAT 1X BLOCKING 2 LAYERS GRACE ULTRA BEDDED IN LIQ. MEMB. BEFORE IT HAS SET UP LIQUID MEMBRANE; COVEBEADS ALONG CORNERS & CONT. BED ALONG BOTTOM ZURN CORNICE DRAIN 2-180-NH.;3" OUTLET PIPE TO 2" BELOW SOFFIT; SUPPORT DRAIN W/BLOCKING FROM BELOW COPPER DOWNSPOUT; LOOSE-FIT CONNECTION TO PIPE BELOW SOFFIT *12" MIN. ROOF STRUCTURE; WILL NEED TO NOTCH TOP EDGE TO ACCOMODATE BUILT-IN GUTTER; REINGORCE W/2X AS PER STRUCTURAL CLAMPING RING FOR DRAIN ATTACHED OVER GRACE ULTRA FRAME PER STRUCTURAL SS METAL ROOF SLIP SHEET BITUTHENE 3/4" PLYWOOD SHEATHING METAL FLASHING U-BRACKET AT HEAD AND SILL LOUVERS METAL LAP WITH DRIP EDGE DENSGLASS GOLD NRB LATH, SLIPCOAT STONE VENEER FRAMING PER STUCTURAL EDDM LAP @ SILL (VERIFY MECH. EQUIP.) MAIN DRAIN AND OVERFLOW RUBBER DECK PAD 0' - 10" 1' - 4" 1' - 4" 1' - 2"6" MIN. CLEAR. MASONRY SHROUD FRAMING PROVIDE CAULK & SEALANT @ ALL DUCT PENETRATIONS 1' - 6" 0' - 6" 6" MIN.Scale Date Drawn By Project Number As indicated 3/9/2018 2:08:22 AMA502 EXTERIOR ROOF DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 1 1/2" = 1'-0" 12 SOUTH WEST PLANTER DTL 1" = 1'-0" 34 VERT. W-BEAM @ ROOF ELEV Copy 1 01 PERMIT 07.01.15 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. 1 1/2" = 1'-0"18 ROOF EAVE DETAIL W 14" BCI 1 1/2" = 1'-0"21 ROOF EAVE DETAIL W 20" BCI 1 1/2" = 1'-0"1 ROOF EAVE DETAIL 1" = 1'-0" 2 DETAIL @ MECH. CHIMNEY 1" = 1'-0"3 EAST MECHANICAL CHASE 1" = 1'-0"4 WEST MECHANICAL CHASE 04/04/18 3" 4" MIN. CLIP W/FASTENERS SEALANT SEAM PANEL PA-701 INSIDE CORNER FLASHING W/"J" CLOSURES FIELD-FORMED PANEL O.S.B. & RIGID INSULATION REDI-ROOF STANDING SEAM 30# ROOFING FELT FASTENER FOR O.S.B. W/2" DIA. BEARING PLATE VAPOR BARRIER METAL ROOF DECK FASTENER FOR O.S.B. W/2" DIA. BEARING PLATE METAL ROOF DECK O.S.B. & RIGID INSULATION SEAM CLIP W/FASTENERS 30# ROOFING FELT SEALANT VAPOR BARRIER W/REGLET & "J" CLOSURE PA-502 RAKE DETAIL FIELD-FORMED PANEL SEAM PANEL FASTENER REDI-ROOF STANDING SEAM 30# ROOFING FELT CLIP W/FASTENERS RIGID INSULATION VAPOR BARRIER PA-101 HIP/RIDGE FLASHING W/"Z" CLOSURES SEALANT (AT VERTICAL LEG & UNDER "Z") 3/4" TURN-UP SEAM PANEL REDI-ROOF STANDING SEAM CLIP W/FASTENERS PA-115 VALLEY FLASHING REDI-ROOF STANDINGSEAM PANEL PLYWOOD DECKING "Z" RETAINER STRIP 30# ROOFING FELT SET IN SEALANT MONOLITHIC MEMBRANE 6125 FABRIC REIFORCED STYROFOAM INSUL. HYDROFLEX 30 OR OTHER APPROVED PROTECTION FLEX FLASH UN MONOLITHIC MEMBRANE 6125 FABRIC REINFORCED STYROFOAM INSUL. HYDROFLEX 30 OR OTHER APPROVED PROTECTION FLEX FLASH UN 0' - 3"0' - 3"0' - 0 1/2" 0' - 3"0' - 3"0' - 3"0' - 3"MONOLITHIC MEMBRANE 6125 FLEX FLASH UN MONOLITHIC MEMBRANE 6125 FLEX FLASH UN STEP 1: STEP 2: STEP 3: COMPLETELY ENCAPSULATE ALL REINFORCING WITH A TOP COATING OF MONOLITHIC MEMBRANE 6125, NO REINFORCING SHOULD BE LEFT EXPOSED OVERNIGHT HYDROFLEX 30 SEPARATION SHEET OR OTHER APPROVED PROTECTION MONOLITHIC MEMBRANE 6125- FR EXTEND 6125 UP WA;; & COVER W/ FLASHING & CLADDING FLEXFLASH UN HYDROSEAL RESIN LIQUID FLASHING W/ HYDROSEAL FLEECE(TOP FLASHING) HYDROSEAL RESIN LIQUID FLASHING W/ HYDROSEAL FLEECE(PRE FLASHING) ONLY IF WALL IS EXPOSED- NO CLADDING NOTES: 1. FLEX FLASH UN MUST BE USED AT ALL TRANSITIONS ( CONC. TO GYP, BD, GYP. BD TO GYP BD,ETC) 2. PENETRATION/CURB SURFACES MUST BE CLEAN AND FREE OF ALL RUST AND OTHER CONTAMINANTS 3.FLASHING HEIGHTS AND CONTACT AREAS NOTED ARE MINIMUM REQUIREMENTS. GOOD ROOFING PRACTICE DICTATES THAT FLASHING TERMINATION POINTS EXTEND WELL ABOVE FINISHED BALLAST DRAINAGE MAT; BELOW INSUL. XPS INSUL. FILTER FABRIC 1/8" PROT. BD ST. STEEL BAND CLAMP FLEX FLASH UN HYDROFLEX 30 OR OTHER APPROVED PROTECTION MONOLTHIC MEMBRANE 6125-FR EPOXY GROUT MINERAL WOOL AND OTHER APPROPRIATE BACKER MAT'L FLEX FLASH UN HYDROFLEX 30 OR OTHER APPROVED PROTECTION SHEET MONOLITHIC MEMBRANE 6125 FLEX FLASH F 0' - 3"0' - 3"0' - 3"0' - 3"WALL CLADDING/ FINISH SYSTEM THRU WALL/AIR BARRIER MEMBRANE FLEX FLASH UN BONDING ADHESIVE APPROPRIATE SURFACING- STONE OR PAVER BALLAST, HYDRO- GUARD HYDROFLEX 30 SEPARATION SHEET OR OTHER APPROVED PROTECTION 3" 3" HYDROFLEX 30 SEPARATION SHEETOR OTHER APPROVED PROTECTION FLEX FLASH UN MONOLITHIC MEMBRANE 6125-FR 6" MIN. 1/2" TO 3/4"0' - 1 5/8"WIRE BRUSHED WOOD T & G SOFFIT (THP M4-41 6V 6L)/ MICRO BEVEL 5/8" DENSGLASS SHEATHING SEE STRUCTURAL FOR STEEL AND BCI FRAMING/ BLOCKING REQ'S R-30 MIN. STANDING SEAM METAL ROOF GAF DECK ARMOR VAPOR PERMIABLE UNDERLAYMENT; RE: SPEC 3" HUNTER N SHIELD NB NAIL BASE (LTTR = 15) OVER 3" POLYISO (LTTR = 17.4). JOINTS TO BE STAGGERED AND OFFSET PER MANUF. SPEC. ROOF SHEATHING; RE: STRUCTURAL GRACE ULTRA WATERPROOFING UNDERLAYMENT GAF VERSASHIELD FIRE RESISTIVE UNDERLAYMENT ROOF SHEATHING; RE: STRUCTURAL 0' - 6"W-SHAPE COLUMN; RE: STRUCT HEAVY TIMBER BEAM; RE: STRUCT R2 T&G SOFFIT C-CHANNEL RE: STRUCT HEAVY TIMBER BEAM; RE: STRUCT BOLTED CONNECTION; RE: STRUCT WOOD BLOCKING 1' - 0"0' - 6"25.00°RE: STRUCT10' - 10 1/2"10 A502a W-SHAPE SUPPORT; RE: STRUCT BOLTED CONNECTION; RE: STRUCT HEAVTY TIMBER BEAM; RE: STRUCT WELDED CONNECTION; RE: STRUCT BASE PLATE; RE: STRUCT Scale Date Drawn By Project Number As indicated 3/9/2018 2:08:30 AMA502a EXTERIOR ROOF DETAILS SKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 1 REVISION 1 3/9/2018 3" = 1'-0"1 SUBGRADE DETAIL AT FOOTER 1 1/2" = 1'-0"2 CURB FLASHING PERSPECTIVE 6" = 1'-0" 3 BALLAST CURB 3" = 1'-0"4 BALLAST- PIPE PENETRATION 3" = 1'-0"5 CURB FLASHING 3" = 1'-0"6 CURB DETAIL 3" = 1'-0"7 DRAIN DETAIL AT BALLAST ROOF 1 1/2" = 1'-0"8 ROOF GABLE FASCIA DETAIL 1 1/2" = 1'-0"9 ROOF SUPPORT SECTION DETAIL 1 1/2" = 1'-0"10 ROOF SUPPORT PLAN DETAIL 3/8" = 1'-0"11 BALCONY ROOF SUPPORT ELEVATION 1 1/2" = 1'-0"12 STANDING SEAM INSIDE CORNER DETAIL 1 1/2" = 1'-0"13 STANDING SEAM WALL CONNECTION DETAIL 1 1/2" = 1'-0"14 STANDING SEAM RIDGE DETAIL 1 1/2" = 1'-0"15 STANDING SEAM VALLEY DETAIL 04/04/18 WIRE BRUSHED WOOD LAP SIDING (THP M4-41 6V 6L) 1.5" R-7.5 CONTINUOUS RIGID INSULATION STEEL BEAM; RE: STRUCT 4-1/2" CONCRETE SLAB ON 2" METAL DECK; RE: STRUCT FLATWRAP UV WRB/AB ON 5/8" DENSGLASS SHEATHING BACKER ROD AND SEALANT 2X14 WEATHERED WOOD BELLY BAND 2-1/2" METAL STUD FRAMING AT 16" O.C.1' - 11"3-COAT STUCCO SOFFIT 1" WOOD FURRING STRIPS/ 16" O.C. METAL FLASHING SEALANT R-38 2X14 BELLY BAND J-MOLD BACKER ROD AND SEALANT CASING BEAD BACKER ROD AND SEALANT STEEL BEAM; RE: STRUCT STUCCO WALL ASSEMBLY; RE: FLOOR PLANS & BUIDLING ASSEMBLIES F41.5" R-7.5 CONTINUOUS RIGID INSULATION SCRATCH COAT SLICKER MAX 10 MIL FLATWRAP UV WRB/AB 5/8" DENSGLASS SHEATHING R-7.5 LATHE METAL FLASHING R-13 1.5" R-7.5 CONTINUOUS RIGID INSULATION 6" METAL STUD FRAMING AT 16" O.C. WITH R-13 BATT INSULATION STEEL BEAM; RE: STRUCT 4-1/2" CONCRETE SLAB ON 2" METAL DECK; RE: STRUCT 2-1/2" METAL STUD FRAMING AT 16" O.C. 3-COAT STUCCO SOFFIT METAL LATH SCRATCH COAT MORTAR SETTING BED STONE VENEER SLICKER MAX 10 MIL FLATWRAP UV WRB/AB 5/8" DENSGLASS SHEATHING R-13R-7.5 R-38 1/4" AIR GAP AT T.O. WALL F2 CCW MIRADRAIN 9000 4"3.5" CONCRETE TOPPING SLAB PER STRUCTURAL AMER. HYDROTECH 6125 FR; HOT FLUID APPLIED WPM 3" FIN. CONCRETE TOPPING W/ TOOL JOINTS/WIRSBO SNOWMELT 0' - 3"LAP WPM ABOVE SLAB 3" 1/2" CLOSED CELL EXP. JOINT FILLER R-13R-7.5 4-1/2" CONCRETE SLAB ON 2" METAL DECK; RE: STRUCT 1.5" R-7.5 CONTINUOUS RIGID INSULATION 6" METAL STUD FRAMING AT 16" O.C. WITH R-13 BATT INSULATION STEEL BEAM; RE: STRUCT 2-1/2" METAL STUD FRAMING AT 16" O.C. 3-COAT STUCCO SOFFIT METAL LATH SCRATCH COAT MORTAR SETTING BED STONE VENEER SLICKER MAX 10 MIL FLATWRAP UV WRB/AB 5/8" DENSGLASS SHEATHING R-13 R-38 1/4" AIR GAP AT T.O. WALL R-7.5 1.5" R-7.5 CONTINUOUS RIGID INSULATION METAL LATH SCRATCH COAT MORTAR SETTING BED STONE VENEER SLICKER MAX 10 MIL FLATWRAP UV WRB/AB 3-COAT STUCCO SOFFIT 1/4" AIR GAP AT T.O. WALL R-13R-7.5 R-38 LINE OF B.O.BEAM METAL LATH SCRATCH COAT MORTAR SETTING BED STONE VENEER SLICKER MAX 10 MIL FLATWRAP UV WRB/AB THROUGH-WALL FLASHING 2X WOOD BACKING 2X10 WEATHERED WOOD BELLY BAND PRECAST. CONCRETE FOUNDATION WALL; RE: STRUCT ANCHORED STONE VENEER ON 1" MORTAR FLUID-APPLIED AIR/WATER BARRIER 2.5" WOOD FURRING STRIPS WIRE BRUSHED WOOD LAP SIDING (THP M4-41 6V 6L) STAIR TOWER F4 THROUGH-WALL FLASHING 2X WOOD BACKING 2X10 WEATHERED WOOD BELLY BAND X23 X33 WOOD SIDING AT INSIDE OF PARAPET COUNTER FLASHING/ PARAPET FLASHING 2" BALLAST FILTER FABRIC TAPERED XPS INSULATION CCW MIRADRAIN 9000 ON PROTECTION BOARD( 2 LAYERS ASPHALTIC HARD BOARD WR MEADOWS PC-2) ON WPM R-13R-7.5 R-30 MIN. F4 X25 (2) LAYERS 1/2" GYPSUM BOARD ON METAL FRAMING STEEL BEAM; RE: STRUCT SPRAY FIREPROOFING AT THE UNDERSIDE OF METAL DECK; TYP. CONCRETE SLAB ON 2" METAL DECK PER STRUCTURAL 2' - 0"CMU WALL PER STRUCTURAL WALL FURR OUT AT CMU FOR RECEPTACLES CCW MIRADRAIN 9000 ON PROTECTION BOARD( 2 LAYERS ASPHALTIC HARD BOARD WR MEADOWS PC-2) ON WPM AMER. HYDROTECH 6125FR WPM, LAP BEHIND CLADDING MIN. 24" XPS INSULATION 1/8" PROTECTION BOARD ROOT BARRIER FILTER FABRIC PROVIDE IRRIGATION AND IRRIG. CLOCK AT SOD ROOFS/ TYP.0' - 6"R-13 R-7.5 R-30 2X14 BELLY BAND BACKER ROD AND SEALANT BACKER ROD AND SEALANT STEEL BEAM; RE: STRUCT F4 R-7.5 R-13 WIRE BRUSHED WOOD LAP SIDING (THP M4-41 6V 6L) 1.5" R-7.5 CONTINUOUS RIGID INSULATION 4-1/2" CONCRETE SLAB ON 2" METAL DECK; RE: STRUCT FLATWRAP UV WRB/AB ON 5/8" DENSGLASS SHEATHING 1" WOOD FURRING STRIPS/ 16" O.C. METAL FLASHING SEALANT /BACKER ROD 5/8" GYPSUM WALLBOARD OVER 6" EXTERIOR STUDS SCHEDULED BASE & FLOORING GYP SHEATHING OVER RESILIENT CHANNEL - PROVIDE WHERE 1-HR RATING REQUIRED STUCCO WEEP SCREED WITH DRIP 5/8" GYPSUM SHEATHING FLOOR JOIST , RE STRUCT. - PROVIDE WHERE 1-HR RATING REQUIRED EXTEND DRAINAGE BD TO DRIP TYPICAL 3 COAT STUCCO ASSEMLBY STUCCO CONTROL JOINT LOOSE LINTEL; RE: STRUCT STONE VENEER ON 1" MORTAR CONCRETE WALL; RE: STRUCT 5/8" GYPSUM BOARD ON 7/8" HAT CHANNEL PRE-FINISHED METAL COPING COVER BLOCKING STUCCO BOARD WOOD STUD FRAMING2.5" WOOD FURRING STRIPS LAP (2) LAYERS GRACE ULTRA OVER PARAPET METAL LATH SCRATCH COAT SLICKER MAX 10 MIL FLATWRAP UV WRB/AB 5/8" DENSGLASS SHEATHING 1/4" AIR GAP AT T.O. WALL HOOK STRIP WITH METAL FLASHING (2) LAYERS GRACE ULTRA UNDER ROOF FLASHING, BELOW METAL FLASHPARAPET WIRE BRUSHED WOOD LAP SIDING (THP M4-41 6V 6L) DECK SIDE SOLID SOLDERED END CAP BY MANUF. SOLID SOLDERED COPING CORNER, BY MANUF. CAP JOINT RE: DETAIL 17/A9.20 HATCHED LINE - PREFINISHED MTL FLASHING OVER ROOFING MEMBRANE & EXTERIOR WALL ASSEMBLY. FLASHING TO MATCH FINISH OF PARAPET CAP. FLASHING TO WRAP PARAPET CORNER AND TO LAP UNDER COPING ON LOWER PARAPET METAL COPING- PAINT TO MATCH ADJACENT FINISH SLOPE TOP CONTINUOUS BLOCKING 4" MIN.CONTINUOUS CLEAT- BETWEEN BATTENS ATTACH 12" O.C. ROOF AREA EXTERIOR PREFINISHED PARAPET CAP SHEET MTL SPLICE HAIRLINE JOINT TYP ROOFING MEMBRANE LAPS PARAPET BELOW SHEET MEL SPICE & CAP 14A 14A 14A SPLICE TO FIT IN PARAPET HEM, TYP Scale Date Drawn By Project Number As indicated 3/9/2018 2:08:39 AMA503 EXTERIOR WALL TRANSITION DETAILSSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 1 1/2" = 1'-0" 6 CANTILEVERED SOFFIT 1 1/2" = 1'-0" 2 BELLY BAND DETAIL 1 1/2" =1'-0" 1 SOFFIT AT STONE WALL 1 1/2" = 1'-0" 14 STONE WALL @ SLAB 1 1/2" = 1'-0" 9 SOFFIT AT STONE WALL W/ BEAM 1 1/2" = 1'-0" 12 STONE COLUMN TO WALL TRANSITION 1 1/2" = 1'-0" 18 STONE TO LAP SIDING @ CONC 1 1/2" = 1'-0" 30 STONE TO LAP SIDING @ MTL STUD 1 1/2" = 1'-0" 23 LANDSCAPE ROOF @ WALL 1 1/2" = 1'-0" 7 BELLY BAND DETAIL 01 PERMIT 07.01.15 No. Description Date 06 9-15-17BLDG.PERMIT CORR. 1 1/2" = 1'-0" 5 STUCCO OVERHANG 3" = 1'-0" 11 TYP. STUCCO CONTROL JOINT 1 1/2" = 1'-0" 13 STONE HEADER @ CONC WALL 1 1/2" = 1'-0" 3 LAP SIDING PARAPET DETAIL 1" = 1'-0" 4 TYP PARAPET TRANSITION 1 1/2" = 1'-0" 8 METAL COPING AT LAP SIDING 1" = 1'-0" 16 TYPICAL PARAPET CAP JOINT 04/04/18 STUCCO ASSEMBLY CORNER BEAD TYPICAL 3 COAT STUCCO ASSEMBLY WITH FRAMING, RE: STRUCT FLASHING AT OUTSIDE CORNER STUCCO ASSEMLBY INTERIOR CONTROL JOINT TYPICAL 3 COAT STUCCO ASSEMBLY WITH FRAMING, RE: STRUCT FLASHING AT INSIDE CORNER TYPICAL 3 COAT STUCCO ASSEMLBY STUCCO CONTROL JOINT 3'-0" ABOVE TOP OF WALL0' - 6 1/2" 0' - 6 1/2"COVER PLATE 1 1/2" DIA. POSTS EMBEDDED IN CONCRETE WALL 3/4" CHAMFER EACH SIDE 1" VERTICAL POSTS 1" HORIZONTAL POSTS 1" HORIZONTAL POSTS 0' - 2"SEALANT /BACKER ROD 5/8" GYPSUM WALLBOARD OVER 6" EXTERIOR STUDS SCHEDULED BASE & FLOORING 2 COAT STUCCO SYSTEM OVER MTL LATH & 15# FELT 2 COAT STUCCO SYSTEM WRAPS BENEATH OVERHANG GYP SHEATHING OVER RESILIENT CHANNEL - PROVIDE WHERE 1-HR RATING REQUIRED STUCCO WEEP SCREED WITH DRIP 5/8" GYPSUM SHEATHING FLOOR JOIST , RE STRUCT. - PROVIDE WHERE 1-HR RATING REQUIRED EXTEND DRAINAGE BD TO DRIP 0' - 11"VARIESPRECAST CONCRETE STAIR WITH SNOWMELT 5' - 6" 6X10 HEAVY TIMBER 4" ANODIZED ALUMINUM AIRFOIL BLADES WELDED TO OUTRIGGERS ALUMINUM OUTRIGGER KNIFE PLATE; RE: STRUCT BOLTED CONNECTION X25 4' - 0" 1x4 TUBE STEEL 4' - 0" 0' - 2 1/2"3' - 0" X25 KNIFE PLATE; RE: STRUCT 6X10 HEAVY TIMBER0' - 9 1/4"4" ANODIZED ALUMINUM AIRFOIL BLADES WELDED TO OUTRIGGERS 1"x4" TUBE STEEL ALUMINUM OUTRIGGER WOOD BLOCKING BOLTED CONNECTION 2' - 0" MIN.FULLY ADHERED EPDM ROOFING MEMBRANE CANT STRIP PRE-FINISHED METAL COPING COVER BLOCKING F4 METAL STUD FRAMING (2) LAYERS 5/8" EXTERIOR GYPSUM WALL BOARD STUCCO BOARD STEEL BEAM; RE: STRUCT LANDSCAPE 1' - 6" RE: METAL STUD FRAMING 5/8" GLASS-MAT GYPSUM, WATER-RESISTANT WALL SHEATHING ANCHORED STONE MASONRY VENEER 1" MORTAR FLUID-APPLIED AIR/WATER BARRIER INTERLOCKING PAVERS WITH SNOWMELT SYSTEM COLORED CONC. BAND WITH SNOWMELT AND REBAR; RE: LANDSCAPE METAL STUD FRAMING MECHANICAL LOUVER; RE: MECH 5/8" GLASS-MAT GYPSUM, WATER-RESISTANT WALL SHEATHING ANCHORED STONE MASONRY VENEER 1" MORTAR FLUID-APPLIED AIR/WATER BARRIER W-SHAPE COLUMN; RE: STRUCT HEAVY TIMBER BEAM; RE: STRUCT BOLTED CONNECTION; RE: STRUCT WOOD BLOCKING 0' - 6"W-SHAPE COLUMN; RE: STRUCT HEAVY TIMBER BEAM; RE: STRUCT R2 T&G SOFFIT SOLID SOLDERED END CAP BY MANUF. SOLID SOLDERED COPING CORNER, BY MANUF. CAP JOINT RE: DETAIL 17/A9.20 HATCHED LINE - PREFINISHED MTL FLASHING OVER ROOFING MEMBRANE & EXTERIOR WALL ASSEMBLY. FLASHING TO MATCH FINISH OF PARAPET CAP. FLASHING TO WRAP PARAPET CORNER AND TO LAP UNDER COPING ON LOWER PARAPET PREFINISHED PARAPET CAP SHEET MTL SPLICE HAIRLINE JOINT TYP ROOFING MEMBRANE LAPS PARAPET BELOW SHEET MEL SPICE & CAP 14A 14A 14A SPLICE TO FIT IN PARAPET HEM, TYP METAL COPING- PAINT TO MATCH ADJACENT FINISH SLOPE TOP CONTINUOUS BLOCKING 4" MIN.CONTINUOUS CLEAT- BETWEEN BATTENS ATTACH 12" O.C. ROOF AREA EXTERIOR EQ EQ 1' - 6"EQ EQSTEEL COLUMN; RE: STRUCT (2) LAYERS 1/2" GYP. BOARD METAL CLOSURE; PAINT TO MATCH ADJACENT W-SHAPE SUPPORTS W-SHAPE COLUMN; RE: STRUCT WELDED CONNECTION; RE: STRUCT TIMBER BEAM ABOVE; RE: STRUCT 1' - 0"0' - 6"25 .00°RE: STRUCT10' - 10 1/2"10 A504 W-SHAPE SUPPORT; RE: STRUCT BOLTED CONNECTION; RE: STRUCT HEAVTY TIMBER BEAM; RE: STRUCT WELDED CONNECTION; RE: STRUCT BASE PLATE; RE: STRUCT 30.00° 28 A504 X23 2X14 WEATHERED WOOD BELLY BAND F5 WOOD BLOCKING DECORATIVE STEEL W-SHAPE SUPPORTS; RE: STRUCT STEEL PLATE BOLTED CONNECTION; RE: STRUCT WOOD BLOCKING WOOD BLOCKING BOLTED CONNECTION; RE: STRUCT SNOW FENCE 4 PIPE, 18" HT. W/ MESH INFILL STEEL PLATE WOOD BLOCKING BOLTED CONNECTION; RE: STRUCT W-SHAPE; RE: STRUCT 9-1/2" X ??" STEEL PLATE (4) 1/2"Ø STEEL BOLTS 2X TREATED BLOCKING CAULK AROUND STEEL PLATE 2 5 .0 0°0' - 6"0' - 4"X23 F5 DECORATIVE STEEL W-SHAPE SUPPORTS; RE: STRUCT STEEL PLATE BOLTED CONNECTION; RE: STRUCT WOOD BLOCKING BOLTED CONNECTION; RE: STRUCT HEAVY TIMBER BEAM; RE: STRUCT 2' - 3"CAULKING LOOSE LINTEL; RE: STRUCT STONE VENEER ON 1" MORTAR CONCRETE WALL; RE: STRUCT 5/8" GYPSUM BOARD ON 7/8" HAT CHANNEL Scale Date Drawn By Project Number As indicated 12/1/2017 2:21:06 PMA504 EXTERIOR DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 07.01.15 000000 3" = 1'-0" 1 STUCCO EXTERIOR CORNER 3" = 1'-0" 3 STUCCO INT. CORNER 3" = 1'-0" 2 TYP. STUCCO CONTROL JOINT 3" = 1'-0" 16 RAILING @ RAMP WALL 1 1/2" = 1'-0" 4 STUCCO OVERHANG 1 1/2" = 1'-0" 6 PRECAST CONCRETE STAIR W/ SNOWMELT 3/4" = 1'-0" 31 SUNSHADE PLAN DETAIL 1 1/2" = 1'-0" 32 SUNSHADE SECTION DETAIL @ STONE 1 1/2" = 1'-0" 12 SOUTH WEST PLANTER DTL 1 1/2" = 1'-0" 7 BASE @ GRILL 1 1/2" = 1'-0" 8 EXHAUST GRILL @ PLANTER 1 1/2" = 1'-0" 10 ROOF SUPPORT PLAN DETAIL 1 1/2" = 1'-0" 9 ROOF SUPPORT SECTION DETAIL 1" = 1'-0" 15 TYP PARAPET TRANSITION 1" = 1'-0" 14 TYPICAL PARAPET CAP JOINT 1 1/2" = 1'-0" 5 METAL COPING AT LAP SIDING 1 1/2" = 1'-0" 19 PORTE COCHERE ROOF SUPPORT 3/8" = 1'-0" 20 BALCONY ROOF SUPPORT ELEVATION 1" = 1'-0" 29 VERT. W-BEAM @ ROOF ELEV 1 1/2" = 1'-0" 28 VERT. W-BEAM @ ROOF 1" = 1'-0" 34 VERT. W-BEAM @ ROOF ELEV Copy 1 1 1/2" = 1'-0" 11 STONE HEADER @ CONC WALL 01 PERMIT 07.01.15 No. Description Date 06 9-15-17BLDG.PERMIT CORR. 12.11.2017 04/04/18 SUBGRADE SUBBASE; RE: SOILS REPORT WATERPROOF MEMBRANE 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOUNDATION WALL; RE: STRUCT SUBGRADE SUBBASE; RE: SOILS REPORT WATERPROOF MEMBRANE 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT CERAMIC TILE ON 3/8" SETTING BED SCHLUTER TRANSITION STRIP DOOR THRESHOLD SUBGRADE SUBBASE; RE: SOILS REPORT WATERPROOF MEMBRANE 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT DOOR THRESHOLD STONE TILE ON 1/2" SETTING BED 0' - 1 1/2" 3" TOPPING SLAB PER STRUCTURAL 10" HOLLOW CORE PLANK; RE: STRUCT WATERPROOFING MEMBRANE DRAINBOARD HYDRONIC SNOWMELT SYSTEM 4" PAVERS ON 1" SAND PROTECTION BOARD 2" RIGID INSULATION 4" FIN. CONCRETE TOPPING W/ HYDRONIC SNOWMELT SYSTEM 0' - 4"1/2" CLOSED-CELL EXPANSION JOINT WATERPROOFING MEMBRANE TO WRAP UP EDGE OF SLAB AND TERMINATE JUST BELOW TOP OF SLAB DUAL LEVEL DRAIN BAR GRATE TOPPING SLAB DRAINAGE MAT3 1/2" F2 DOOR THRESHOLD CONCRETE TOPPING SCHLUTER TRANSITION STRIP BUILD UP AT RUBBERIZED FLOOR AND CP TILES DRAINAGE MAT4"3 1/2" SCHLUTER TRANSITION STRIP RUBBERIZED FLOORING F4 FINISHED CONCRETE 4 1/2" 1"F4 3/8" CAULK JOINT RUBBER FLOORING CONCRETE TOPPING DOOR THRESHOLD F4 SCHLUTER TRANSITION STRIP FINISHED FLOOR- CARPET FINISHED CONCRETE 4 1/2" 1"RAISED BAR GRATE SCHLUTER TRANSITION STRIP FLOORING FLOOR DRAIN; RE: PLUMB F4 GRID 0' - 4"2" MIN.STONE TILE ON HEAT TRACE ACOUSTICAL UNDERLAYMENT 1-1/2" CONCRETE TOPPING SLAB F1 VFY FINISH FLOORING CLUB LEVEL 2 (2) LAYERS 6 MIL POLYFILM PLYWD SHEATHING TAPERED INSULATION DENSDECK PRIME HOT, FLUID-APPLIED, FABRIC- REINFORCED RUBBERIZED ASPHALT WATERPROOFING MEMBRANE ASPHALTIC HARDBOARD PROTECTION BOARD DRAINAGE MAT FILTER FABRIC STONE BALLAST 2"GRID 0' - 2 1/4" MAX F5 STUCCO BOARD RIM JOISTS; RE: STRUCT STAINLESS STEEL PAN FLASHING WITH END DAMS FULLY SOLDERED TIGHT STONE TILE ON HEAT TRACE GRID 0' - 0 3/4" MAX0' - 2 3/4" F5 STAINLESS STEEL PAN FLASHING WITH END DAMS FULLY SOLDERED TIGHT STONE TILE ON HEAT TRACE F4 MIN.0' - 3"DRAINAGE MAT DUAL LEVEL DRAIN HYDRONIC SNOW MELT SYSTEM AMERICAN HYDROTECH 6125FR WATERPROOFING MEMBRANE 3 1/2" 1/2" CLOSED-CELL EXPANSION JOINT WATERPROOFING MEMBRANE TO WRAP UP EDGE OF SLAB AND TERMINATE JUST BELOW TOP OF SLAB BUILD UP AT RUBBERIZED FLOOR AND CP TILES DRAINAGE MAT4"3 1/2" GRID STAINLESS STEEL PAN FLASHING WITH END DAMS FULLY SOLDERED TIGHT F4 STONE TILE ON HEAT TRACE LEVEL 1 CLUB: BREEZEWAY, TUNING, BATHROOMS, MECH., CENTRAL STAIR CORE GARAGE LEVEL FIN FLOOR/ STAINED CONCRETE FLOOR WATERPROOFING MEMBRANE 3.5" MIN. CON. TOPPING PER STRUCTURAL PRECAST NOTES PRECAST TEES PER STRUCTURAL TOP OF FINISH TOP OF STRUCT. SLAB4"LEVEL 1 CLUB: COACHES WORK STATIONS, ACROBATICS, OFFICE, LOCKERS GARAGE LEVEL RUBBERIZED FLOORING, CP TILES, HARDWOOD 3/4" PLYWD 2X SLEEPER PRECAST TEES PER STRUCTURAL TOP OF FINISH TOP OF STRUCT. SLAB 3.5" MIN.TOPPING SLAB PER STRUCTURAL 4"3 1/2" LEVEL 2 CLUB: UNHEATED AREAS AT WEST CLUB LEVEL 1 RANDOM CUT STONE PAVERS, SAND SET CONCRETE TOPPING MORTAR SET AND HEAT DRAINAGE MAT TOP OF FINISH TOP OF STRUCT. SLAB11 1/2"4 1/2" 7"RIGID XPS INSULATION CONCRETE SLAB PER STRUCTURAL W/ 2" METAL DECK STEEL BEAM PER STRUCTURAL LEVEL 2 CLUB: RECEPTION HALL, BATHROOMS, KITCHEN, EAST HALL, EVENT OFFICE, MECH. CLUB LEVEL 1 MARINE GRADE PAINT CONCRETE TOPPING OVER 2" METAL DECK STEEL BEAMS PER STRUCTURAL TOP OF FINISH TOP OF STRUCT. SLAB4 1/2"5 1/2"LEVEL 2 CLUB: COACHES LOUNGE, OFFICE, CLUB ROOM, GYM, BOARD ROOM CLUB LEVEL 1 CP OR HARDWOOD FLOORING CONCRETE TOPPING OVER 2" METAL DECK STEEL BEAMS PER STRUCTURAL TOP OF FINISH TOP OF STRUCT. SLAB 5 1/2" 4 1/2" 1"LEVEL 3 CONDO CLUB LEVEL 2 FINISH FLOORING-VFY CONCRETE TOPPING MORTAR SET AND HEAT (2) LAYERS 6 MIL POLYFILM TOP OF FINISH TOP OF STRUCT. PLYWD SHEATHING 24" X 24" SPACERS FOR RIM SYSTEM 2" INSULATION/ KINETICS RIM SYSTEM PLYWD PER STRUCTURAL JOISTS PER STRUCTURAL 2"1 1/4"1/2"1 1/2"1"6 1/4"Scale Date Drawn By Project Number As indicated 9/15/2017 5:03:22 PMA505 FLOOR TRANSITION DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 07.01.15 000000 1 1/2" = 1'-0" 1 HM THRESHOLD AT STAINED CONC 1 1/2" = 1'-0"6 THRESHOLD @ STAINED CONC & TILE 1 1/2" = 1'-0"11 THRESHOLD @ CONC & STONE TILE 1" = 1'-0"16 HOLLOW CORE PLANK @ RAMP 1 1/2" = 1'-0"21 BAR GRATE THRESHOLD 1 1/2" = 1'-0"26 CONC. TOPPING TO RUBBER/CP THRESHOLD 1 1/2" = 1'-0" 2 RUBBERIZED FLOORING TO TILE TRANSITION 1 1/2" = 1'-0" 7 CONC TO RUBBER THRESHOLD 1 1/2" = 1'-0" 22 LVT TO CARPET TRANSITION 1 1/2" = 1'-0" 27 LVT @ RAISED BAR GRATE 1 1/2" = 1'-0" 3 CONC MTL DECK TO ROOF 1 1/2" = 1'-0" 8 LEVEL 3 BALC OVER LIVING SPACE 1 1/2" = 1'-0" 18 LEVEL 3 BALC WALL 1 1/2" = 1'-0" 23 DECK AT LEVEL 4 1 1/2" = 1'-0" 24 DECK AT LEVEL 4 OVER OCC. SPACE 1 1/2" = 1'-0" 29 DECK AT LEVEL 4 OVER OCC. SPACE 1 1/2" = 1'-0" 28 DECK AT LEVEL 4 OVER UN-OCC. SPACE 1 1/2" = 1'-0" 13 LEVEL 3 BALC OVER LIVING SPACE END 1 1/2" = 1'-0" 17 TRANSITION NEAR WEST ELEV 1 1/2" =1'-0" 9 DRAIN @ BREEZEWAY 1 1/2" = 1'-0" 14 TRANSITION AT INT. WALL 1 1/2" = 1'-0" 32 PATIO @ CLUB LEVEL 2 01 PERMIT 07.01.15 No. Description Date 1 1/2" = 1'-0" 4 GARAGE TO LEVEL 1- DETAIL AT CONCRETE FLOOR 1 1/2" = 1'-0" 5 GARAGE TO LEVEL 1- DETAIL AT RUBBERIZED FLOOR, CP TILES, HARDWOOD 1 1/2" = 1'-0" 10 CLUB LEVEL 1 TO CLUB LEVEL 2 DETAIL AT STONE PAVERS 1 1/2" = 1'-0" 12 CLUB LEVEL 1 TO CLUB LEVEL 2 DETAL AT CONCRETE FLOOR 1 1/2" = 1'-0" 19 CLUB LEVEL 1 TO CLUB LEVEL 2 DETAL AT CP TILE AND HARDWOOD FLOOR 1 1/2" = 1'-0" 20 CLUB LEVEL 2 TO CONDO LEVEL 3 FLOOR DETAIL 06 9-15-17BLDG.PERMIT CORR. 04/04/18 MARFLEX "FUSION" WPM @ VERT. FOUNDATION WALLS STEGO WRAP 15 MIL UNDERSLAB VAPOR RETARDER, SEAL LAPS W/ STEGOTAPE 2" XPS INSULATION W/ HILTI X-IE CLIP CCW MIRADRAIN 6200 DRAINAGE MAT REINF. CONCRETE FOOTING; RE: STRUCT 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT FILTER FABRIC PERF. PERIM. DRAIN; INVERT BELOW T SLAB @ ALL LOCATIONS; SLOPE 1%( PER GEO TECH & CIVIL ENG.) SEALANT CLOSED CELL EXP. JOINT FILLER REINF. CONCRETE FOOTING; RE: STRUCT 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT SUBBASE; RE: SOILS REPORT STEGO WRAP 15 MIL UNDERSLAB VAPOR RETARDER, SEAL LAPS W/ STEGOTAPE SEALANT CLOSED CELL EXP. JOINT FILLER PRECAST WALL PANEL ADCOR ES EXPANDING TYPE WATERSTOP BEDDED IN THE RECOMMENDED ADHESIVE ( ADCOR ADHESIVE) TO THE SIDE OF THE PRECAST CONC. PANEL. THE INTERIOR SIDE OF THE JOINT SHOULD BE FILLED WITH CLOSED CELL BACKER ROD AND POLYURETHANE SEALANT MARFLEX "FUSION" WPM WATERSTOP VAPOR RETARDER ELASTOMERIC FLASHING SHEET ADCOR-ES ADHESIVE AT PIT TO WALL JOINT FILTER FABRIC PERF. PERIM. DRAIN; INVERT BELOW T SLAB @ ALL LOCATIONS; SLOPE 1%( PER GEO TECH & CIVIL ENG.) REINF. CONCRETE FOOTING; RE: STRUCT 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT SUBBASE; RE: SOILS REPORT STEGO WRAP 15 MIL UNDERSLAB VAPOR RETARDER, SEAL LAPS W/ STEGOTAPE SEALANT CLOSED CELL EXP. JOINT FILLER CCW MIRADRAIN 9000 AMER. HYDROTECH 6125 FR; HOT FLUID APPLIED WPM 3" FIN. CONCRETE TOPPING W/ HYDRONIC SNOWMELT SYSTEM 0' - 3"QUICK TREK HYDRONIC SNOWMELT PANELS STEEL ANGLE; RE: STRUCT STONE VENEER CONC. WALL; RE: STRUCT MARFLEX "FUSION" WPM @ VERT. FOUNDATION WALLS LEVEL 1 RE: CIVILVARIES METAL STUD FRAMING 5/8" GLASS-MAT GYPSUM, WATER-RESISTANT WALL SHEATHING 2" STONE WALL CAP, SLOPED F3 CONCRETE CURB AND GUTTER; RE: CIVIL 1' - 1 1/2" 1' - 1 1/2" METAL LATH SCRATCH COAT MORTAR SETTING BED STONE VENEER SLICKER MAX 10 MIL FLATWRAP UV WRB/AB F3 HOLLOW-CORE PRECAST CONRETE PLANK; RE: STRUCT 10" HOLLOW CORE PLANK W/ 2" CONC. TOPPONG; RE: STRUCT AMER. HYDROTECH 6125FR WPM CCW MIRADRAIN 9000 DRAIN BOARD QUICK TREK HYDRONIC SNOWMELT PANELS WR MEADOWS PC-2 PROTECTION BOARD MARFLEX "FUSION" WPM @ VERT. FOUNDATION WALLS 2" XPS INSULATION W/ HILTI X-IE CLIP CCW MIRADRAIN 6200 DRAINAGE MAT CURB & GUTTER; RE: CIVIL PROVIDE EXPANSION JOINT AT T.O. CURB TO WALKWAY GRID WEEPS LEDGER ANGLE 1.5" R-7.5 CONTINUOUS RIGID INSULATION METAL LATH SCRATCH COAT MORTAR SETTING BED STONE VENEER SLICKER MAX 10 MIL FLATWRAP UV WRB/AB STRUCTURAL SLAB- VFY SUBBASE; RE: SOILS REPORT QUICK TREK HYDRONIC SNOWMELT PANELS FINISHED CONC. SLAB W/ TOOL JOINTS MARFLEX "FUSION" WPM @ VERT. FOUNDATION WALLS, LAP 2'-0" 2" XPS INSULATION W/ HILTI X-IE CLIP CCW MIRADRAIN 6200 DRAINAGE MAT 2' - 0"VFY SURFACE MAT'S AT GRADE REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 10" HOLLOW CORE PLANK W/ 2" CONC. TOPPING; RE: STRUCT AMER. HYDROTECH 6125FR WPM CCW MIRADRAIN 9000 DRAIN BOARD QUICK TREK HYDRONIC SNOWMELT PANELS WR MEADOWS PC-2 PROTECTION BOARD EXPANSION JOINT CONCRETE TOPPING SLAB MARFLEX "FUSION" WPM @ VERT. FOUNDATION WALLS 2" XPS INSULATION W/ HILTI X-IE CLIP CCW MIRADRAIN 6200 DRAINAGE MAT SUBGRADE PER CIVIL DRAINAGE LAYER AGGREG. BASE COURSE BINDER MARFLEX "FUSION" WPM AT VERT. FOUND WALL; FOUND. WALL PER STRUCTURAL MIRA DRAIN 6200 PROTECTIVE BOARD; HYDROFLEX RB OR OTHER APP'D PROTECTION XPS INSULATION, R 7.5 MIN.; W/ HILTI X-IE FASTENER 1' - 1 5/8"DRAINAGE MAT, EXTEND FROM HORIZONTAL SURFACE OVER EDGE OF SLAB AND LAP FOUND. WALL DRAINAGE MAT BY 12" FLEX FLASH FOR UN; LAP 18" DOWN FROM COLD JOINT CCW MIRADRAIN 9000 ON PROTECTION BOARD( 2 LAYERS ASPHALTIC HARD BOARD WR MEADOWS PC-2) ON WPM 1' - 6"AMER. HYDROTECH 6125FR WPM, AT HORIZONTAL WPM QUICK TREK HYDRONIC SNOWMELT PANELS CONCRETE TOPPING SLAB EXPANSION JOINT BOULDER- SEE CIVIL DWGS COLORED CONCRETE BAND RE: LANDSCAPE METAL EDGE COPING ANCHORED STONE VENEER CONCRETE CURB AND GUTTER; RE: CIVIL REINF. CONCRETE FOUNDATION WALL; RE: STRUCT EXPANSION JOINT STEEL ANGLE; RE: STRUCT STONE VENEER CONC. WALL; RE: STRUCT MARFLEX "FUSION" WPM @ VERT. FOUNDATION WALLS SEALANT CLOSED CELL EXP. JOINT FILLER MARFLEX "FUSION" WPM AT VERT. FOUND WALL; R-30 FOUND. WALL PER STRUCTURAL MIRA DRAIN 6200 PROTECTIVE BOARD; HYDROFLEX RB OR OTHER APP'D PROTECTION XPS INSULATION, R 7.5 MIN.; W/ HILTI X-IE FASTENER 1' - 0"DRAINAGE MAT, EXTEND FROM HORIZONTAL SURFACE OVER EDGE OF SLAB AND LAP FOUND. WALL DRAINAGE MAT BY 12" FLEX FLASH FOR UN; LAP 18" DOWN FROM COLD JOINT GARDENDRAIN GR-50 EXTEND TO EDGE OF SLAB SYSTEM FILTER EXTEND OVER EDGE OF SLAB AND OVER EDGE OF GARDEN DRAIN FILTER FABRIC ROOT BARRIER CCW MIRADRAIN 9000 ON PROTECTION BOARD( 2 LAYERS ASPHALTIC HARD BOARD WR MEADOWS PC- 2) ON WPM MIX OF NATURAL GRADE AND SHALLOW LOW INTENSIVE GARDEN ROOF ASSEMBLY- SEE MFR SPECS 1' - 6"AMER. HYDROTECH 6125FR WPM, AT HORIZONTAL WPM SPRAY FOAM INSUL. MIN. 4.5" STONE MASONRY VENEER 1" MORTAR CONCRETE WALL STONE CAP 0' - 2" METAL THROUGH WALL FLASHING WITH DRIP EDGE 3/8" RAKED COPING JOINTS ANCHORING SYSTEM CONCRETE WALL; RE: STRUCT WOOD FURRING ON THE FLAT PRE-FINISHED METAL COPING COVER LAP SIDING BLOCKING STUCCO BOARD METAL LATH SCRATCH COAT SLICKER MAX 10 MIL FLATWRAP UV WRB/AB STONE MASONRY VENEER 1" MORTAR CONCRETE WALL STONE CAP 0' - 2" 0' - 2" METAL THROUGH WALL FLASHING WITH DRIP EDGE 3/8" RAKED COPING JOINTS ANCHORING SYSTEM CONCRETE BOLLARD STEEL WRAP AT BOLLARD SLOPE 1/8" PER/FT AT SILL STEEL PER STRUCTURAL WRAP COL. IN WOOD TRIM EXPANSION JOINT CONCRETE DRIVEWAY/ SNOWMELT VFY HYDROTECH WRAP UP BASE OF BOLLARD HOLLOW CORE & TOPPING PER STRUCTURAL3' - 4"Scale Date Drawn By Project Number As indicated 3/9/2018 2:08:50 AMA506 FOUNDATION DETAILSSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 3/4" = 1'-0" 1 FOUNDATION AT PERIMETER DRAIN 3/4" = 1'-0" 2 FOUNDATION DETAIL 1 1/2" = 1'-0" 4 VERTICAL JOINT @ PRECAST WALL PANELS 3/4" = 1'-0" 3 FOUNDATION @ ELEVATOR 3/4" = 1'-0" 6 FOUNDATION DETAIL @ EHU PATIO 3/4" = 1'-0" 7 FOUNDATION AT STONE WALL 3/4" = 1'-0" 8 FND @ STONE WALL 1" = 1'-0" 9 HOLLOW CORE PLANK @ WALL 1" = 1'-0" 10 FND @ EXTERIOR STONE WALL 1" = 1'-0" 11 HOLLOW CORE PLANK @ FND WALL 1" = 1'-0" 12 FOUNDATION WALL @ SOUTH PATIO 1 1/2" = 1'-0" 13 STONE WALL @ NORTH DRIVE 3/4" = 1'-0" 14 FND @ TRASH ENCLOSURE 01 PERMIT 07.01.15 No. Description Date 06 9-15-17BLDG.PERMIT CORR. 1 1/2" = 1'-0"5 LANDSCAPE ROOF @ FND WALL 1 1/2" = 1'-0" 15 TRASH ENCLOSURE CAP 1 1/2" = 1'-0" 16 CONC PARAPET DETAIL 1 1/2" = 1'-0" 17 STONE VENEER CONC WALL CAP 3/4" = 1'-0" 18 COLUMN @ PORTE COCHERE -STEEL CLAD 04/04/18 COLUMN GRID 0' - 3 5/8"TS 4X4X1/4 0' - 2 1/8"BEAM BELOW R-7.5 R-13 COLUMN GRID 0' - 5 1/8" TS 5X5X3/8 BEAM BELOW 0' - 8"0' - 5 3/4"R-7.5 COLUMN GRID 0' - 5 1/8"TS 5X5X3/8 BEAM BELOW 0' - 8"0' - 5 3/4"R-7.5 R-13 COLUMN GRID 0' - 5 1/8"TS 5X5X3/8 BEAM BELOW 0' - 8"0' - 5 3/4"R-7.5 R-13R-13 GRID 0' - 8"0' - 6"0' - 0 1/2"R-13 R-7.5 GRID 0' - 8" 0' - 6"0' - 0 1/2"R-13 R-7.5 GRID 0' - 8" 0' - 6"0' - 0 1/2"R-13 R-7.5 0' - 2 3/4" BEAM WALL/COLUMN 0' - 5 3/4" 0' - 3 3/4" BEAM WALL/COLUMN 0' - 6 3/4"1' - 2 7/8"1' - 8 1/2"0' - 3" BEAM WALL/COLUMN 0' - 6"1' - 3" 0' - 5 1/4" BEAM WALL/COLUMN 0' - 8 1/4"1' - 9 3/8"1' - 5 7/8" 1' - 0"1' - 1 1/2" 0' - 11 1/2" 0' - 1 3/4" BEAM WALL/COLUMN 0' - 4 3/4"1' - 3"0' - 9 1/2" 0' - 1 3/4" BEAM WALL/COLUMN 0' - 4 3/4" W12X14/ D710- 1 & 2 HOUR RATING1' - 2 5/8"0' - 9 1/2" 0' - 5 3/8" BEAM WALL/COLUMN 0' - 8 3/8"1' - 9 3/4"1' - 4 3/4" 0' - 3 1/2" BEAM WALL/COLUMN 0' - 6 1/2"1' - 8 3/4"1' - 1" 5/8" STEEL FRAMING 5/8" DENS GLASS MONOKOTE SPRAY APPLIED FIREPROOFING; TYPICAL; AT ALL HORIZONTAL STEEL BEAMS; #Z-156 MONOKOTE SPRAY APPLIED FIREPROOFING; TYPICAL; AT ALL HORIZONTAL STEEL BEAMS; #Z-156 MONOKOTE SPRAY APPLIED FIREPROOFING; TYPICAL; AT ALL HORIZONTAL STEEL BEAMS; #Z-156 MONOKOTE SPRAY APPLIED FIREPROOFING; TYPICAL; AT ALL HORIZONTAL STEEL BEAMS; #Z-156 MONOKOTE SPRAY APPLIED FIREPROOFING; TYPICAL; AT ALL HORIZONTAL STEEL BEAMS; #Z-156 MONOKOTE SPRAY APPLIED FIREPROOFING; TYPICAL; AT ALL HORIZONTAL STEEL BEAMS; #Z-156 MONOKOTE SPRAY APPLIED FIREPROOFING; TYPICAL; AT ALL HORIZONTAL STEEL BEAMS; #Z-156 MONOKOTE SPRAY APPLIED FIREPROOFING; TYPICAL; AT ALL HORIZONTAL STEEL BEAMS; #Z-156 W12X22/ D710- 1 & 2 HOUR RATING W12X 26/ D710- 1 & 2 HOUR RATING W12X45/ D710- 1 & 2 HOUR RATING W18X35/ D710- 1 & 2 HOUR RATING W18X50/ D710- 1 & 2 HOUR RATING W18X97/ D710- 1 & 2 HOUR RATING W18X119/ D710- 1& 2 HOUR RATING ** SPECIAL INSPECTION IS REQUIRED FOR SPRAYED FIRE RESISTANT MATTERIALS PER IBC 1705.13 COLUMN GRID 0' - 5 5/8"TS 4X4X1/4 BEAM BELOW0' - 0 1/8"0' - 8"COLUMN GRID TS 4X4X1/4 BEAM BELOW0' - 0 1/8"0' - 8" R-7.5 R-13 R-13 R-7.5 COLUMN GRID 0' - 5 5/8"TS 4X4X1/4 BEAM BELOW0' - 0 1/8"0' - 8"R-7.5 R-13 EXTERIOR MECH. DUCT. TAPE FLASHING FLASHING VENT TRIM BLOCKING APPLY CAULK AROUND DUCT/PIPE APPLY URETHANE FOAM SEALANT AROUND DUCT PENETRATION TAPE FLASHING 1/4" AIR GAP EXTERIOR TAPE FLASHING AROUND ELECTRICAL BOX APPLY URETHANE FOAM SEALANT AROUND WIRE PENETRATION @ PLYWD ELECTRICAL OUTLET WEATHER PROTECTED APPLY CAULK @ JOINT BETWEEN STONE AND OUTLET TAPE FLASHING INTERIOR EXTERIOR CORE WALL PER STRUCTURAL SEAL BETWEEN PIPE AND SLEEVE MARKFLEX "FUSION" FLEX FLASH OR APPROVED OTHER APPLY CAULK AROUND PIPE SEALANT BETWEEN SLEEVE AND WALL STONE INTERIOR EXTERIOR MECH. DUCT. TAPE FLASHING FLASHING VENT TRIM BLOCKING APPLY CAULK AROUND DUCT/PIPE APPLY URETHANE FOAM SEALANT AROUND DUCT PENETRATION TAPE FLASHING 1/4" AIR GAP EXTERIOR TAPE FLASHING AROUND ELECTRICAL BOX APPLY URETHANE FOAM SEALANT AROUND WIRE PENETRATION @ PLYWD ELECTRICAL OUTLET WEATHER PROTECTED APPLY CAULK @ JOINT BETWEEN STONE AND OUTLET TAPE FLASHING INTERIOR EXTERIOR TAPE FLASHING AROUND ELECTRICAL BOX APPLY URETHANE FOAM SEALANT AROUND WIRE PENETRATION @ PLYWD ELECTRICAL OUTLET WEATHER PROTECTED APPLY CAULK @ JOINT BETWEEN STONE AND OUTLET TAPE FLASHING INTERIOR EXTERIOR MECH. DUCT. TAPE FLASHING FLASHING VENT TRIM BLOCKING APPLY CAULK AROUND DUCT/PIPE APPLY URETHANE FOAM SEALANT AROUND DUCT PENETRATION TAPE FLASHING Scale Date Drawn By Project Number As indicated 3/27/2018 8:31:45 PMA507 EXTERIOR WALL AND BEAM DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 1 1/2" = 1'-0" 1 1HR COLUMN IN WALL DETAIL 1 1/2" = 1'-0" 3 1HR COLUMN IN WALL DETAIL 1 1/2" = 1'-0" 4 1HR COLUMN IN WALL DETAIL 1 1/2" = 1'-0" 5 TYPICAL BEAM FIREPROOFING 1 1/2" = 1'-0" 2 1HR COLUMN IN WALL DETAIL 01 PERMIT 07.01.15 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. 1" = 1'-0" 6 TYP. MECH. DUCT PENETRATION @ STUCCO 1" = 1'-0" 7 TYP. ELECTRICAL PENETRATION @ STUCCO 1" = 1'-0" 8 TYP. PIPE PENETRATION @ STONE VENEER 1" = 1'-0" 9 TYP. MECH. DUCT PENETRATION @ STONE VENEER 1" = 1'-0" 10 TYP. ELECTRICAL PENETRATION @ STONE VENEER 1" = 1'-0" 11 TYP. ELECTRICAL PENETRATION @ WOOD SIDING 1" = 1'-0" 12 TYP. MECH. DUCT PENETRATION @ WOOD SIDING 04/04/18 CURB & GUTTER; RE: CIVIL STEEL PLATE; SLOPED AT TOP AND BOTTOM 10" HOLLOW CORE PLANK W/ 2" CONC. TOPPONG; RE: STRUCT AMER. HYDROTECH 6125FR WPM CCW MIRADRAIN 9000 DRAIN BOARD QUICK TREK HYDRONIC SNOWMELT PANELS WR MEADOWS PC-2 PROTECTION BOARD ALIGN EXTEND AMER. HYDROTECH 6125FR WPM UP STRUCTURAL WALL BEHIND CLADDING 12" MIN DECO BOLTS @ EITHER SIDE OF POST AT STEEL PLATE ONLY/ ANGLE ATTACHMENT AT 3X3 POST TO PLATE STEEL 3 X 3 HSS AND FLAT BAR ALIGNS WITH 3 X 3 HSS AND FLAT BAR AT STONE WALL GUARDRAIL EQ.EQ. 0' - 8"LESS THAN 3-7/8" OPENING 8X12 TIMBER ABOVE; RE: STRUCT 2-1/2" METAL STUD FRAMING 5/8" DENSGLAS SHEATHING WOOD CLADDING 1' - 4 1/2" 1' - 4 1/2" A570 13 A570 13 STONE CAP WALL BELOW FLATWRAP UV WRB/AB 3-5/8" METAL STUD FRAMINGA570 13 1' - 1 5/8" STONE VENEER ALIGNS WITH LEVEL 2 & 3 STONE VENEER ABOVE- VFY BUILD OUT AT NORTH ELEV. STONE VENEER ON 1" MORTAR METAL LATH SCRATCH COAT SLICKER MAX 10 MIL FLATWRAP UV WRB/AB 5/8" DENSGLASS SHEATHING 2' - 1"0' - 4 3/4"0' - 5 3/4"0' - 4 7/8"5' - 10" 2-1/2" METAL STUD FRAMING A570 13 A570 13 0' - 8 1/4"5/8" DENSGLASS SHEATHING 4' - 3 1/2" 0' - 1" 4' - 1 1/2" 0' - 1"2' - 3"0' - 1"2' - 1" 0' - 1" METAL LATH SCRATCH COAT MORTAR SETTING BED STONE VENEER SLICKER MAX 10 MIL FLATWRAP UV WRB/AB STONE CAP ABOVE 2" THICKNESS; SLOPED COVER PLATE 3" HSS POSTS VFY CONNECTION AT DECK AND PATIOS 1/2" X 1" FLAT BAR/ HORIZONTAL AND VERTICAL ALL OPENINGS LESS THAN 4"0' - 2"3"X3" HSS POST 1-1/2" X 3" GUARDRAIL CAP 3' - 6"ALL OPENINGS LESS THAN 4" ALL OPENINGS LESS THAN 4" 1/2" X 1" FLAT BAR/ HORIZONTAL AND VERTICAL 3" X 3" HSS POST VFY LOCATION OF VERTICAL DIVIDE AT MIDSPAN W-SHAPE; RE: STRUCT 9-1/2" X ??" STEEL PLATE (4) 1/2"Ø STEEL BOLTS 2X TREATED BLOCKING CAULK AROUND STEEL PLATE METAL STUD FRAMING MECHANICAL LOUVER; RE: MECH 5/8" GLASS-MAT GYPSUM, WATER-RESISTANT WALL SHEATHING ANCHORED STONE MASONRY VENEER 1" MORTAR FLUID-APPLIED AIR/WATER BARRIER LANDSCAPE 1' - 6" RE: METAL STUD FRAMING 5/8" GLASS-MAT GYPSUM, WATER-RESISTANT WALL SHEATHING ANCHORED STONE MASONRY VENEER 1" MORTAR FLUID-APPLIED AIR/WATER BARRIER COLORED CONC. BAND WITH SNOWMELT AND REBAR; RE: LANDSCAPE 0' - 11"VARIESPRECAST CONCRETE STAIR WITH SNOWMELT Scale Date Drawn By Project Number As indicated 3/23/2018 4:28:39 PMA508 MISC. EXTERIOR DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 1 REVISION 1 3/9/2018 1" = 1'-0" 1 GUARDRAIL AT HOLLOW PLANK SLAB 3/4" = 1'-0" 2 COLUMN @ PORTE COCHERE 3/4" = 1'-0" 3 STONE VENEER FALSE WALL PLAN 3/4" = 1'-0" 4 COLUMN BASE PLAN 1 1/2" = 1'-0" 6 TYPICAL GUARDRAIL DETAIL 1 1/2" = 1'-0" 7 VERT. W-BEAM @ ROOF 1 1/2" = 1'-0" 8 EXHAUST GRILL @ PLANTER 1 1/2" = 1'-0" 9 BASE @ GRILL 1 1/2" = 1'-0" 10 PRECAST CONCRETE STAIR W/ SNOWMELT 04/04/18 SUBGRADE SUBBASE; RE: SOILS REPORT WATERPROOF MEMBRANE 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOUNDATION WALL; RE: STRUCT SUBGRADE SUBBASE; RE: SOILS REPORT WATERPROOF MEMBRANE 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT CERAMIC TILE ON 3/8" SETTING BED SCHLUTER TRANSITION STRIP DOOR THRESHOLD SUBGRADE SUBBASE; RE: SOILS REPORT WATERPROOF MEMBRANE 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT DOOR THRESHOLD STONE TILE ON 1/2" SETTING BED 0' - 1 1/2" 3" TOPPING SLAB PER STRUCTURAL 3" FIN. CONCRETE TOPPING W/ HYDRONIC SNOWMELT SYSTEM 10" HOLLOW CORE PLANK W/ 2" CONC. TOPPONG; RE: STRUCT AMER. HYDROTECH 6125FR WPM CCW MIRADRAIN 9000 DRAIN BOARD QUICK TREK HYDRONIC SNOWMELT PANELS WR MEADOWS PC-2 PROTECTION BOARD CCW MIRADRAIN 9000 DRAIN BOARD AMER. HYDROTECH 6125FR WPM PRECAST GROUT AT JOINT SPRAY FOAM INSUL. MIN. 4.5" 1/2" CLOSED-CELL EXPANSION JOINT WATERPROOFING MEMBRANE TO WRAP UP EDGE OF SLAB AND TERMINATE JUST BELOW TOP OF SLAB DUAL LEVEL DRAIN BAR GRATE TOPPING SLAB DRAINAGE MAT3 1/2"F2 DOOR THRESHOLD CONCRETE TOPPING SCHLUTER TRANSITION STRIP BUILD UP AT RUBBERIZED FLOOR AND CP TILES DRAINAGE MAT4"3 1/2" SCHLUTER TRANSITION STRIP RUBBERIZED FLOORING F4 FINISHED CONCRETE 4 9/16" 1"F4 3/8" CAULK JOINT RUBBER FLOORING CONCRETE TOPPING DOOR THRESHOLD F4 SCHLUTER TRANSITION STRIP FINISHED FLOOR- CARPET FINISHED CONCRETE 4 9/16" 1"RAISED BAR GRATE SCHLUTER TRANSITION STRIP FLOORING FLOOR DRAIN; RE: PLUMB F4 GRID 0' - 4"2" MIN.STONE TILE ON HEAT TRACE ACOUSTICAL UNDERLAYMENT 1-1/2" CONCRETE TOPPING SLAB F1 VFY FINISH FLOORING CLUB LEVEL 2 (2) LAYERS 6 MIL POLYFILM PLYWD SHEATHING TAPERED INSULATION DENSDECK PRIME HOT, FLUID-APPLIED, FABRIC- REINFORCED RUBBERIZED ASPHALT WATERPROOFING MEMBRANE ASPHALTIC HARDBOARD PROTECTION BOARD DRAINAGE MAT FILTER FABRIC STONE BALLAST 2"GRID 0' - 2 1/4" MAX F5 STUCCO BOARD RIM JOISTS; RE: STRUCT STAINLESS STEEL PAN FLASHING WITH END DAMS FULLY SOLDERED TIGHT STONE TILE ON HEAT TRACE SPRAY FOAM INSUL. MIN. 4.5" GRID 0' - 0 3/4" MAX0' - 2 3/4" F5 STAINLESS STEEL PAN FLASHING WITH END DAMS FULLY SOLDERED TIGHT STONE TILE ON HEAT TRACE LEVEL 2 CLUB: RECEPTION HALL, CLUB ROOM, OFFICES CLUB LEVEL 1 CARPET TILE CONCRETE TOPPING OVER 2" METAL DECK STEEL BEAMS PER STRUCTURAL TOP OF FINISH TOP OF STRUCT. SLAB 4 1/2"5 1/2"F4 MIN.0' - 3"DRAINAGE MAT DUAL LEVEL DRAIN HYDRONIC SNOW MELT SYSTEM AMERICAN HYDROTECH 6125FR WATERPROOFING MEMBRANE 3 1/2" 1/2" CLOSED-CELL EXPANSION JOINT WATERPROOFING MEMBRANE TO WRAP UP EDGE OF SLAB AND TERMINATEJUST BELOW TOP OF SLAB BUILD UP AT RUBBERIZED FLOOR AND CP TILES DRAINAGE MAT4"3 1/2" GRID STAINLESS STEEL PAN FLASHING WITH END DAMS FULLY SOLDERED TIGHT F4 STONE TILE ON HEAT TRACE LEVEL 1 CLUB: BREEZEWAY, TUNING, BATHROOMS, MECH., CENTRAL STAIR CORE GARAGE LEVEL FIN FLOOR/ STAINED CONCRETE FLOOR 3.5" MIN. CON. TOPPING PER STRUCTURAL PRECAST NOTES PRECAST TEES PER STRUCTURAL TOP OF FINISH TOP OF STRUCT. SLABDRAINAGE MAT HYDRONIC SNOW MELT SYSTEM AMERICAN HYDROTECH 6125FR WATERPROOFING MEMBRANE LEVEL 1 CLUB: COACHES WORK STATIONS, ACROBATICS, OFFICE, LOCKERS GARAGE LEVEL RUBBERIZED FLOORING, CP TILES, HARDWOOD 3/4" PLYWD 2X SLEEPER PRECAST TEES PER STRUCTURAL TOP OF FINISH TOP OF STRUCT. SLAB 3.5" MIN.TOPPING SLAB PER STRUCTURAL 4"3 1/2" LEVEL 2 CLUB: UNHEATED AREAS AT WEST CLUB LEVEL 1 RANDOM CUT STONE PAVERS, SAND SET CONCRETE TOPPING MORTAR SET AND HEAT DRAINAGE MAT TOP OF FINISH TOP OF STRUCT. SLAB11 1/2"4 1/2" 7"RIGID XPS INSULATION CONCRETE SLAB PER STRUCTURAL W/ 2" METAL DECK STEEL BEAM PER STRUCTURAL LEVEL 2 CLUB: BATHROOMS, EAST HALL CLUB LEVEL 1 MARINE GRADE PAINT CONCRETE TOPPING OVER 2" METAL DECK STEEL BEAMS PER STRUCTURAL TOP OF FINISH TOP OF STRUCT. SLAB4 1/2"5 1/2"LEVEL 2 CLUB: COACHES LOUNGE, OFFICE, CLUB ROOM, GYM, BOARD ROOM CLUB LEVEL 1 CP OR HARDWOOD FLOORING CONCRETE TOPPING OVER 2" METAL DECK STEEL BEAMS PER STRUCTURAL TOP OF FINISH TOP OF STRUCT. SLAB 5 1/2"4 1/2" 1"LEVEL 3 CONDO CLUB LEVEL 2 FINISH FLOORING-VFY CONCRETE TOPPING MORTAR SET AND HEAT (2) LAYERS 6 MIL POLYFILM TOP OF FINISH TOP OF STRUCT. PLYWD SHEATHING 24" X 24" SPACERS FOR RIM SYSTEM 2" INSULATION/ KINETICS RIM SYSTEM CONCRETE TOPPING PER STRUCTURAL 2"1 1/8"1/2"1 1/2"1"6 1/8"LEVEL 2 CLUB: SOUTH CLUB PATIO CLUB LEVEL 1 HAND SCORED CONRETE TOPPING CONCRETE TOPPING MORTAR SET AND HEAT DRAINAGE MAT TOP OF FINISH TOP OF STRUCT. SLAB11 1/2"11 1/2"RIGID XPS INSULATION CONCRETE SLAB PER STRUCTURAL W/ 2" METAL DECK STEEL BEAM PER STRUCTURAL SPRAY FOAM INSULATION MIN. 4.5" Scale Date Drawn By Project Number As indicated 3/9/2018 2:09:15 AMA509 FLOOR TRANSITION DETAILSSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 1 1/2" = 1'-0" 1 HM THRESHOLD AT STAINED CONC 1 1/2" = 1'-0" 6 THRESHOLD @ STAINED CONC & TILE 1 1/2" = 1'-0" 11 THRESHOLD @ CONC & STONE TILE 1" = 1'-0" 16 HOLLOW CORE PLANK @ RAMP 1 1/2" = 1'-0" 21 BAR GRATE THRESHOLD 1 1/2" = 1'-0" 26 CONC. TOPPING TO RUBBER/CP THRESHOLD 1 1/2" = 1'-0" 2 RUBBERIZED FLOORING TO TILE TRANSITION 1 1/2" = 1'-0" 7 CONC TO RUBBER THRESHOLD 1 1/2" = 1'-0" 22 LVT TO CARPET TRANSITION 1 1/2" = 1'-0" 27 LVT @ RAISED BAR GRATE 1 1/2" = 1'-0" 3 CONC MTL DECK TO ROOF 1 1/2" = 1'-0" 8 LEVEL 3 BALC OVER LIVING SPACE 1 1/2" = 1'-0" 18 LEVEL 3 BALC WALL 1 1/2" = 1'-0" 23 DECK AT LEVEL 4 1 1/2" = 1'-0" 24 DECK AT LEVEL 4 OVER OCC. SPACE 1 1/2" = 1'-0" 29 DECK AT LEVEL 4 OVER OCC. SPACE 1 1/2" = 1'-0" 28 DECK AT LEVEL 4 OVER UN-OCC. SPACE 1 1/2" = 1'-0" 13 CLUB 1 TO CLUB 2 DETAIL AT CARPET 1 1/2" = 1'-0" 17 TRANSITION NEAR WEST ELEV 1 1/2" =1'-0" 9 DRAIN @ BREEZEWAY 1 1/2" = 1'-0" 14 TRANSITION AT INT. WALL 1 1/2" = 1'-0" 32 PATIO @ CLUB LEVEL 2 01 PERMIT 07.01.15 No. Description Date 1 1/2" = 1'-0" 4 GARAGE TO LEVEL 1- DETAIL AT CONCRETE FLOOR 1 1/2" = 1'-0" 5 GARAGE TO LEVEL 1- DETAIL AT RUBBERIZED FLOOR, CP TILES, HARDWOOD 1 1/2" = 1'-0" 10 CLUB LEVEL 1 TO CLUB LEVEL 2 DETAIL AT STONE PAVERS 1 1/2" = 1'-0" 12 CLUB LEVEL 1 TO CLUB LEVEL 2 DETAIL AT CONCRETE FLOOR 1 1/2" = 1'-0" 19 CLUB LEVEL 1 TO CLUB LEVEL 2 DETAL AT CP TILE AND HARDWOOD FLOOR 1 1/2" = 1'-0" 20 CLUB LEVEL 2 TO CONDO LEVEL 3 FLOOR DETAIL 06 9-15-17BLDG.PERMIT CORR. 1 1/2" = 1'-0" 15 CLUB LEVEL 1 TO CLUB LEVEL 2 DETAIL AT CONCRETE 04/04/18 5' - 0"MOP HOLDER 2' - 8"3' - 2" 4' - 0"3' - 7"5' - 5"5' - 10"3' - 4" MAX.3' - 6" 2' - 8" MAX.3' - 2" MIN.2' - 6" 0' - 6" MAX. 4' - 0" MIN. 0' - 6" MAX.0' - 6" MAX.3' - 2" MIN.0' - 2" MAX. 3' - 10" MIN. 3' - 2" MIN.2' - 8" MAX. 0' - 8" MAX. 4' - 10" MIN. 2' - 0" MIN.TO TOP 2' - 9" TO 3' - 0"0' - 9"1' - 0" MAX. 5' - 0" 2' - 0" MAX. 2' - 0" MIN.TO TOP2' - 9" TO 3' - 0"1' - 0" MIN. HEAD END CONTROL END GRAB BARS AT TUB (WITHOUT PERMANENT SEATS) GRAB BAR REINFORCEMENT AT TOILET (ADAPTABLE UNITS) GRAB BAR REINFORCEMENT AT TUB (ADAPTABLE UNITS) GRAB BAR REINF. AT SHOWER (ADAPTABLE UNITS) TOWEL BAR MEDICINE CABINET SHELF & ROD SHELF & ROD ALL WALLS, TYPICAL CONTROL END: (HEAD END SIM) CONTROL VALVE AREA HAND-HELD SHOWER SPRAY UNIT W/ 60" HOSE CONTROL VALVE AREA SEAT GRAB BARS SEATREFLECTIVE SURFACE3' - 4" MAX. BOTT. OFT.O. TOWEL SLOT4' - 0" MAX.T.O. COIN SLOT4' - 0" MAX1' - 7" MIN.2' - 6" MAX.T. O. SLOT4' - 0" MAX.MIRROR PAPER TOWEL DISPENSER NAPKIN/TAMPON VENDOR NAPKIN DISPOSAL TOILET SEAT COVER DISPENSER SHELF SOAP DISPENSER ROBE HOOKS 4' - 0" MAX.PUSH BUTTON4' - 0" MAX. TO4' - 0"1' - 0"0' - 9" MIN.0' - 6 3/8" MAX. 0' - 8" MIN. 2' - 5" MIN.2' - 10" MAX.1' - 5" MIN. LAVATORY 1' - 3" MIN.T.O. RIM1'- 5" MAXT.O. RIM1' - 8"T. O. HANDLE3' - 8" MAX.15" - 19" T.O. SEAT - TYPE A & B UNITS17" - 19" T.O. SEAT PUBLIC ACCESS1' - 6" MIN. 7"-9"1 1/2" MIN.1' - 0" 3' - 6"TO TOP2' - 9" TO 3' - 0"39" - 41"1' - 6"39" - 41" GRAB BARS AND TOILET TISSUE DISPENSER 17" - 19" AMBULATORY 16" - 18" ACCESSIBLE 2' - 0" 1' - 0" REAR GRAB BAR @ WHEELCHAIR ACCESSIBLE CONFIGURATIONS SIDEWALL GRAB BARS. PROVIDE ON EACH SIDE OF AMBULATORY STALL INSULATE ALL EXPOSED PIPING URINAL SHOWER BACK WALL SHOWER CONTROL WALL FOLDING SHOWER SEAT PLAN DRINKING FOUNTAINS 1' - 7"1' - 5" TO3" TO 6"4' - 0" MAX.5' - 0"1' - 3" MAX. 1' - 3" CONTINUOUS GRAB BAR FOLDING SHOWER SEAT CONTROL VALVE AREA HAND-HELD SHOWER SPRAY UNIT W/ 60" HOSE 14" - 15"3' - 0"15" - 16" 22" - 23" 17" - 19"2' - 3" MIN.MIN.0' - 9"6" MAX MIN. 0' - 8"T.O. SPOUT3' - 4"0' - 6" 3' - 6"3' - 2"LIGHT SWITCH DOOR LEVER 6'- 8" 4' - 0"DOOR & DEVICES WALL OUTLET THERMOSTAT, PHONE, FIRE ALARM PULL STATION, HC DOOR BUTTON OR CARD READER, IF NOT OBSTRUCTED FIRE ALARM SPEAKER/STROBE 6' - 8" TO 8' - 0"1' - 6"ELEVATOR CONTROLS ELEVATOR CAR CONTROLS ROOM SIGN OUTLET AT COUNTER FIRE EXTINGUISHER CABINET MAIL DROP MAIL BOX IN FIRE EMERGENCY DO NOT USE ELEVATOR USE STAIRS 6' - 0" MIN.5' - 0"3' - 6"RAISED & BRAILLE CHARACTERS ON HOISTWAY JAMB CALL BUTTON HALL LANTERN CONTROL INDICATORS RAISED & BRAILLE CHARACTERS (5/8" MIN)FLOOR BUTTONS4' - 6" MAX.CONTROL BUTTONS2' - 11" MAX.COMPLY W/ 703.2.9 & TABLE 703.2.45' - 0"0' - 9"3' - 4" - CAB. DEPTH 20" - 25"3' - 8" - CAB. DEPTH < 20"T.O. HANDLE4' - 0" MAX.& TOP OF DROP LIP4' - 0" MAX T.O. HANDLETO PATRON LOCK5' - 7" MAX.2' - 4" MIN.1 1/2" MAX.GENERAL NOTES 1. DIMENSIONS GIVEN ARE COMPLIANT WITH ANSI A117.1-2009. 2. NOT ALL FIXTURES AND DEVICES INDICATED MAY BE USED IN THE PROJECT. 3. INSTALL GRAB BARS TO WITHSTAND A DOWNWARD LOAD OF 250 LBF WHEN TESTED ACCORDING TO METHODS IN ASTM F-446. 4. ACCESSORIES IN BATHING AREAS THAT PROJECT MORE THAN 1" BEYOND FINISHED SURFACES SHALL BE INSTALLED TO WITHSTAND A DOWNWARD LOAD OF 250 LBF WHEN TESTED ACCORDING TO METHODS IN ASTM F-446. 5. MOUNTING HEIGHTS INDICATED MAY BE SUPERCEDED BY MORE SPECIFIC INFORMATION ELSEWHERE IN THE DOCUMENTS. 6. ALL APPLIANCES AND PLUMBING FIXTURES MUST COMPLY WITH APPLICABLE ANSI AND ADA REQUIREMENTS. 7. DOOR THRESHOLDS MUST HAVE A MAXIMUM HEIGHT OF 1/2" WITH A 1:2 BEVEL. 8. ALL ACCESSIBLE SINKS SHALL HAVE A MAXIMUM HEIGHT OF 34" TO THE RIM OR COUNTER (WHICHEVER IS HIGHER) AND PROVIDE A 27" MINIMUM HIGH KNEE SPACE. 9. PROVIDE AND INSTALL BLOCKING / REINFORCEMENT FOR ALL ACCESSORIES PER MANUFACTURER'S INSTRUCTIONS. 10. PROVIDE AND INSTALL BLOCKING IN ALL ADAPTIVE USE SPACES. 1' - 6" 0' - 4" MAX.3" TO 6"1' - 6" MIN.3' - 0" TO FINISHES 3' - 0" MIN.TO TOP2' - 9" TO 3' - 0"0' - 4" MAX.1' - 6" MIN.MAX. 1' - 3"3' - 2" MIN.2 1/2" MAX.3" MAX. 0' - 2" MAX. 3' - 10" MIN.3' - 2" MAX.2' - 8" MIN.GRAB BAR REINFORCEMENT AT TOILET 3' - 6"2' - 8"3' - 2"GRAB BAR REINF. @ SHOWER TOWEL BAR ALL WALLS TYPICAL LEGEND ACCESSIBLE 0' - 4" MAX. PROTRUSION 2' - 10"4' - 0" MIN.5' - 0" MAX.TACTILE AREA OF REFUGE SIGNAGE 2' - 0"2' - 0"TO TOP2' - 9" TO 3' - 0"0' - 6" VERT. REINFORCEMENT @ CONTROL END ONLY 0' - 6" VERTICAL REINFORCEMENT @ CONTROL END ONLY ACCESSIBLE LAV.2' - 10"0' - 6"2' - 0"PARCEL BOX 36" - 48" MAX.INTERIOR1' - 3" MIN. B.O.3' - 1" 0' - 6"2' - 0"0' - 8" MAX. 4' - 10" MIN. 3' - 1" 0' - 6"2' - 0"0' - 2" MAX. 3' - 4" MIN.3' - 8" MIN.2' - 8" MAX.0' - 8" MAX. 4' - 2" MIN. FOLDING GRAB BAR REINFORCEMENT AT TOILET (ADAPTABLE UNITS)2' - 8" 0' - 6" MIN.1' - 0"VERIFY WITH MANUFACTURER SPECIFIC REINFORCING REQUIREMENTS 2' - 8" MAX. 3' - 2" MIN.MIN. 2' - 0" MIN. 2' - 0" TOILET AT CENTER 2' - 0" MIN.TO TOP2' - 9" TO 3' - 0"0' - 9" 1' - 0" MAX. RECESSED WIDTH 1' - 3" MAX. HEAD END CONTROL END GRAB BARS AT TUB (WITH PERMANENT SEATS) HAND-HELD SHOWER SPRAY UNIT W/ 60" HOSE SEAT GRAB BARS 0' - 4" MAX.3" TO 6" 1' - 6" MIN.TO TOP2' - 9" TO 3' - 0"BACK WALL 2' - 8" MAX.3' - 2" MIN.MIN. 2' - 0" MIN. 2' - 0" TOILET AT CENTER EXTERIOR DOOR THRESHOLD DETAILS MAX. ALLOWABLE HEIGHT DIFFERENCE BETWEEN INT. FLOOR LEVEL AND EXT. FLOOR LEVEL LEVEL DIFFERENCE AT PRIMARY ENTRY DOOR: 0" PERVIOUS CONSTRUCTION (WOOD DECKING) 1/2" IMPERVIOUS CONSTRUCTION (CONCRETE) LEVEL DIFFERENCE AT SECONDARY ENTRY DOOR: 1/2" PERVIOUS CONSTRUCTION (WOOD DECKING) 4" IMPERVIOUS CONSTRUCTION (CONCRETE) 3/4" MAX 1 1/2" MIN 1/2" MAX 1 1/2" MIN 1/4" MAX 2 1/2" MIN AT 1:2 3/4" MAX3/4" MAX 1/2" MAX 1 1/4" MAX 2' - 3" MIN01 PERMIT 07.01.15 Scale Date Drawn By Project Number 1/2" = 1'-0"3/9/2018 2:09:21 AMA510 STANDARD MOUNTING HEIGHTSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR 3/9/2018 000000 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 04/04/18 1C 1 HR. FLOOR/ CLG ASSEMBLY UL DESIGN NO. HW-S-0001/ 1 HR. MIN. 2-1/2" THICK REINF. CONC. FORMING MAT'L MIN 2-1/2" THICK 4 PCF DENSITY MINERAL WOOL BATT. INSUL FILL, VOID OR CAVITY MAT'L 5/8" TYPE 'X' GYPSUM BOARD STEEL STUDS TO BE MIN. 2-1/2" . MASTIC COATING- MIN. THICKNESS .257" W10 X 33 BEAM MASTIC COATING- MIN. THICKNESS .247" W12 X 35 BEAM 4'-0" 3" CONCRETE TOPPING 2" CONCRETE FLOOR SLAB PRECAST CONCRETE TEE'S 4" BEARING #PRIMARY FRAMING NOM WIDTH RATING DESIGN STC 31 33 34 35 36 37 1-1/2" 3-5/8" 3-5/8" 6" 6" 3-5/8" 2-7/8" 4-7/8" 4-7/8" 7-1/4" 7-1/4" 6-1/8" NR NR 1HR NR 1HR 2HR NA NA NA GA FILE NO. WP 1072 NA GA FILE NO. WP 1072 GA FILE NO. WP 1505 SIM. NA NA NA NA NA0' - 0 3/8"0' - 0 1/2"SCHEDULED BASE SEALANT BOTH SIDES 5/8" GYPSUM WALLBOARD BOTH SIDES STEEL STUD STEEL TRACK ACOUSTICAL BATT WHERE INDICATED #PRIMARY FRAMING NOM WIDTH RATING DESIGN STC 61 62 63 64 2-1/2" 2-1/2" 2-1/2" 2-1/2" 3-5/8" 4" 3-1/8" 3-1/2" 1HR 2HR 1HR 2HR GA FILE NO. WP 6800 OR APPR. EQUAL ADDITIONAL GB TO ACHIEVE STC 50 50 GA FILE NO. WP 7051 OR APPR. EQUAL GA FILE NO. WP 6800 OR APPR. EQUAL GA FILE NO. WP 7051 OR APPR. EQUAL 50 NA NA0' - 0 3/8"SCHEDULED BASE SEALANT C-H CHANNEL 1/2" RESILIENT CHANNEL OMIT WHERE ACOUSTICAL PARTITION NOT SPECIFIED 1" GYPSUM LINER PANEL 5/8" TYPE "X" GYPSUM WALLBOARD 2 LAYERS @ 2HR; 1 LAYER @ 1HR J-RUNNER ACOUSTICAL BATT 1-1/2"SHAFT SIDE0' - 0 1/2"#PRIMARY FRAMING NOM WIDTH RATING DESIGN STC 80 88 CONC. CONC. 10" 8" 4HR 4HR IBC TABLE 720.1(2)4 IBC TABLE 720.1(2)4 NA NA UNFINISHED CONCRETE WALL RE: STRUCT FLOOR STRUCTURE 1" GYPSUM LINER PANEL C-H CHANNEL 2-1/2" 1/2" RESILIENT CHANNEL WHERE OCCURS CEILING ASSEMBLY VARIES 5/8" TYPE "X" GYPSUM WALLBOARD 2 LAYERS @ 2HR. 1 LAYER @ 1HR ACOUSTICAL BATT 1-1/2" FLOOR STRUCTURE ACOUSTICAL BATT WHERE INDICATED 5/8" GYPSUM WALLBOARD BOTH SIDES MINERAL WOOL INSULATION & FIRESTOPING SPRAY ACOUSTICAL SEALANT @ NON-RATED PARTION STEEL TRACK 3" DEEP LEG STEEL STUD 0' - 0 1/2" FLOOR STRUCTURE MINERAL WOOL INSULATION & FIRESTOPING SPRAY ACOUSTICAL SEALANT @ NON-RATED PARTION STEEL TRACK 3" DEEP LEG 5/8" GYPSUM WALLBOARD STEEL STUD FLOOR STRUCTURE #PRIMARY FRAMING NOM WIDTH RATING DESIGN STC 40 41 42 43 46 7/8" 1-5/8" 2-1/2" 3-5/8" 6" 2" 2-3/4" 3-5/8" 4-3/4" 7-1/8" NR NR NR NR NR NA NA NA NA NA NA NA NA NA NA 0' - 0 3/8"SCHEDULED BASE SEALANT 5/8" GYPSUM WALLBOARD BOTH SIDES STEEL STUD STEEL TRACK ACOUSTICAL BATT WHERE INDICATED WRAP TS COLUMN IN ACCORDANCE WITH IBC 720.1(1)1-7.1 FOR 1 HOUR RATING (2) LAYERS 1/2" GYPSUM WALL BOARD APPLIED WITHOUT HORIZONTAL JOINTS. CORNER EDGES OF EACH LAYER STAGGERED. WALL BOARD LAYER BELOW OUTER LAYER SECURED TO COLUMN WITH DOUBLED 0.049" (NO. 18 B.W. GAGE) STEEL WIRE TIES SPACED 15" O.C. EXPOSED CORNERS TAPED & TREATED. 1/2" TYPE X GB (DENS GALSS AT COLUMNS IN EXTERIOR WALLS CARBONITE, LIGHTWEIGHT AND SAND-LIGHTWEIGHT AGGREGATE CONCRETE; MEMBERS 12" OR LARGER, SQUARE OR ROUND; SILICEOUS AGGREGATE CONCRETE, MEMBERS 12" OR LARGER, SQUARE OR ROUND. 1" MIN. COVER TYP. METAL STUDS GYP BD. (LAYERS PER PARTITION TYPE) METAL CONTROL JOINT BATT INSULATION AND SEALANT METAL STUDS GYP BD. (LAYERS PER PARTITION TYPE) METAL CONTROL JOINT WRAP GYP BD AT CONTROL JOINT METAL CONTROL JOINT GYP BD CEILING METAL SUSPENSION SYSTEM REFER TO TITLE SHEET(S) AND PROJECT MANUAL FOR GENERAL PROJECT NOTES, SYMBOLS, AND ABBREVIATIONS. 1. NOT ALL PARTITION TYPES DELINEATED MAY BE USED.2. REFER TO PLANS FOR DESIGNATION OF PARTITION TYPES AND RATINGS.3. ALL METAL STUD AND C.M.U. PARTITIONS ARE TO EXTEND TO UNDERSIDE OF STRUCTURE UNLESS NOTED OTHERWISE. 4. WHERE TWO DIFFERING PARTITION TYPES ABUT IN A LINE AND ALONG A CONTINUOUS LENGTH OF PARTITIONS, THE CONTINUOUS FINISHED SURFACES OF THESE PARTITIONS SHALL ALIGN UNLESS NOTED OTHERWISE. 5. ALL METAL STUDS TO BE SPACED @ 16" O.C. UNLESS NOTED OTHERWISE. 6. INCREASED STUD GAGE OR SPACING MAY BE REQUIRED DUE TO HEIGHT OR PARTITION. MAXIMUM ALLOWABLE DEFLECTION SHALL BE L/240. 7. PROVIDE FOR 1" DEFLECTION AT ALL PARTITION HEADS UNLESS NOTED OTHERWISE. PROVIDE MINIMUM 3" DEEP-LEG TRACKS. 8. PROVIDE MINIMUM DOUBLE STUD AT EACH DOOR JAMB. RE: STRUCT9. DO NOT PLACE GYPSUM BOARD JOINT AT CORNER OF DOOR FRAME.10. USE 5/8" TYPE "X" GYPSUM BOARD AT RATED PARTITIONS. USE 5/8" GYPSUM BOARD AT ALL OTHER LOCATIONS UNLESS NOTED OTHERWISE. 11. USE WATER-RESISTANT GYPSUM BOARD FOR WALLS IN ALL TOILET ROOMS, JANITOR'S CLOSETS, AND AS NOTED OTHERWISE. 12. USE WATER-RESISTANT GYPSUM BOARD FOR CEILINGS IN SHOWER ROOMS. MINIMUM FRAMING TO BE IN ACCORDANCE WITH IBC 2509.3. 13. USE CEMENTITIUOS BACKER UNITS AND SPACE STUDS AT 16" O.C. AT SHOWER ROOMS & PARTITIONS TO RECEIVE CERAMIC TILE OR STONE. 14. PARTITIONS WHICH DO NOT GO TO STRUCTURE ABOVE SHALL HAVE INTERSECTING PARTITION OR BE BRACED TO STRUCTURE @ 12' O.C.. 15. PROVIDE CONTROL JOINTS IN CEILINGS EXCEEDING 2500 S.F. AND IN PARTITIONS, WALLS, AND FURRING RUNS EXCEEDING 30 LINEAL FT. VERIFY EXACT LOCATIONS WITH ARCHITECT. SEE DETAILS THIS SHEET. 16. ALL FIRE-RESISTIVE PARTITIONS SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH TESTING REQUIREMENTS AND MANUFACTURER'S RECOMMENDATIONS FOR CONDITIONS AS REQUIRED. CONSTRUCTION OF ALL SYSTEMS SHALL EQUAL THAT OF THE TESTED ASSEMBLY. CONTRACTOR MAY NOT SUBSTITUTE ANOTHER LISTED ASSEMBLY FOR THAT INDICATED WITHOUT PRIOR APPROVAL OF THE ARCHITECT AND THE BUILDING DEPARTMENT. TESTING FACILITIES ARE ABBREVIATED AS FOLLOWS: 17. UL - UNDERWRITERS LABORATORIES INC. (www.ul.com/database/index.htm) GA - GYPSUM ASSOCIATION NER - NATIONAL EVALUATION REPORT WHI - WARNOCK HERSEY INTERNATIONAL IBC - INTERNATIONAL BUILDING CODE THROUGH-PENETRATIONS IN RATED PARTITIONS SHALL BE FIRESTOPPED IN ACCORDANCE WITH IBC. 714. 18. MEMBRANE-PENETRATIONS IN RATED PARTITIONS SHALL BE IN ACCORDANCE WITH 714.3.2, IBC & 714.4.1.2, IBC. 19. 714.3.2, IBC. MEMBRANE PENETRATIONS. MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION 714.3.1. WHERE WALLS OR PARTITIONS ARE REQUIRED TO HAVE A FIRE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE INSTALLED SUCH THAT THE REQUIRED FIRE-RESISTANCE WILL NOT BE REDUCED. EXCEPTIONS: 1. MEMBRANE PENETRATIONS OF MAXIMUM 2-HOUR FIRE-RESISTANCE- RATED WALLS AND PARTITIONS BY STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16 SQUARE INCHES (0.0103 M2) IN AREA, PROVIDED THE AGGREGATE AREA OF THE OPENINGS THROUGH THE MEMBRANE DOES NOT EXCEED 100 SQUARE INCHES (0.0645 M2) IN ANY 100 SQUARE FEET (9.29M2) OF WALL AREA. THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE BOX SHALL NOT EXCEED 1/8 INCH (3.1 MM). SUCH BOXES ON OPPOSITE SIDES OF THE WALL OR PARTITION SHALL BE SEPARATED BY ONE OF THE FOLLOWING: 1.1. BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES (610 MM) WHERE THE WALL OR PARTITION IS CONSTRUCTED WITH INDIVIDUAL NON COMMUNICATING STUD CAVITIES; 1.2. BY A HORIZONTAL DISTANCE OF NOT LESS THAN THE DEPTH OF THE WALL CAVITY WHERE THE WALL CAVITY IS FILLED WITH CELLULOSE LOOSE- FILL, ROCKWOOL OR SLAG MINERAL WOOL INSULATION; 1.3. BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTION 717.2.1; 1.4. BY PROTECTING BOTH OUTLET BOXES WITH LISTED PUTTY PADS; OR 1.5. BY OTHER LISTED MATERIALS AND METHODS. 2. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL, PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE- RESISTANCE-RATED ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING. THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE BOX SHALL NOT EXCEED 1/8 INCH (3.1 MM) UNLESS LISTED OTHERWISE. SUCH BOXES ON OPPOSITE SIDES OF THE WALL OR PARTITION SHALL BE SEPARATED BY ONE OF THE FOLLOWING: 2.1. BY THE HORIZONTAL DISTANCE SPECIFIED IN THE LISTING OF THE ELECTRICAL BOXES; 2.2. BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTION 717.2.1; 2.3. BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS; OR 2.4. BY OTHER LISTED MATERIALS AND METHODS. 3. MEMBRANE PENETRATIONS BY ELECTRICAL BOXES OF ANY SIZE OR TYPE, WHICH HAVE BEEN LISTED AS PART OF A WALL OPENING PROTECTIVE MATERIAL SYSTEM FOR USE IN FIRE- RESISTANCE-RATED ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING. 4. MEMBRANE PENETRATIONS BY BOXES OTHER THAN ELECTRICAL BOXES, PROVIDED SUCH PENETRATING ITEMS AND THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE BOX, ARE PROTECTED BY AN APPROVED MEMBRANE PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479, WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH (2.49 PA) OF WATER, AND SHALL HAVE AN F AND T RATING OF NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL PENETRATED AND BE INSTALLED IN ACCORDANCE WITH THEIR LISTING. 5. THE ANNULAR SPACE CREATED BY THE PENETRATION OF AN AUTOMATIC SPRINKLER, PROVIDED IT IS COVERED BY A METAL ESCUTCHEON PLATE. 714.4.1.2, IBC. MEMBRANE PENETRATIONS. PENETRATIONS OF MEMBRANES THAT ARE PART OF A HORIZONTAL ASSEMBLY SHALL COMPLY WITH SECTION 714.4.1.1.1 OR 714.4.1.1.2. WHERE FLOOR/CEILING ASSEMBLIES ARE REQUIRED TO HAVE A FIRE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE INSTALLED SUCH THAT THE REQUIRED FIRE RESISTANCE WILL NOT BE REDUCED. EXCEPTIONS: 1. MEMBRANE PENETRATIONS BY STEEL, FERROUS OR COPPER CONDUITS, PIPES, TUBES OR VENTS, OR CONCRETE OR MASONRY ITEMS WHERE THE ANNULAR SPACE IS PROTECTED EITHER IN ACCORDANCE WITH SECTION 714.4.1.1 OR TO PREVENT THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. THE AGGREGATE AREA OF THE OPENINGS THROUGH THE MEMBRANE SHALL NOT EXCEED 100 SQUARE INCHES (64 500 MM2) IN ANY 100 SQUARE FEET (9.3 M2) OF CEILING AREA IN ASSEMBLIES TESTED WITHOUT PENETRATIONS. 2. CEILING MEMBRANE PENETRATIONS OF MAXIMUM 2-HOUR HORIZONTAL ASSEMBLIES BY STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16 SQUARE INCHES (10 323 MM2) IN AREA, PROVIDED THE AGGREGATE AREA OF SUCH PENETRATIONS DOES NOT EXCEED 100 SQUARE INCHES (44 500 MM2) IN ANY 100 SQUARE FEET (9.29 M2) OF CEILING AREA, AND THE ANNULAR SPACE BETWEEN THE CEILING MEMBRANE AND THE BOX DOES NOT EXCEED 1/8 INCH (3.2 MM). 3. MEMBRANE PENETRATIONS BY ELECTRICAL BOXES OF ANY SIZE OR TYPE, WHICH HAVE BEEN LISTED AS PART OF AN OPENING PROTECTIVE MATERIAL SYSTEM FOR USE IN HORIZONTAL ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING. 4. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL, PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE-RATED ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING. THE ANNULAR SPACE BETWEEN THE CEILING MEMBRANE AND THE BOX SHALL NOT EXCEED 1/8 INCH (3.2 MM) UNLESS LISTED OTHERWISE. 5. THE ANNULAR SPACE CREATED BY THE PENETRATION OF A FIRE SPRINKLER, PROVIDED IT IS COVERED BY A METAL ESCHUTCHEON PLATE. PROVIDE ACOUSTICAL SEALANT AT ALL PENETRATIONS IN ACOUSTICAL PARTITIONS 20. ACOUSTICAL BATT INSULATION TO TERMINATE AT THE STRUCTURE UNLESSNOTED OTHERWISE. 21. WHERE WALLS OR PARTITIONS ARE REQUIRED TO HAVE A FIRE- RESISTANCE RATING, RECESSED FIXTURES SHALL BE INSTALLED SUCH THAT THE REQUIRED WILL NOT BE REDUCED. 22. FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/ CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO. SUCH FIRE BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACE, SUCH AS THE SPACE ABOVE A SUSPENDED CEILING. JOINTS AND VOIDS AT INTERSECTIONS SHALL COMPLY WITH SECTIONS 707.8 AND 707.9. 23. PARTITION TYPES - GENERAL NOTES PARTITION TYPE - FIRST POSITION INDICATES GENERAL PARTITION TYPE, SECOND POSITION INDICATES RELATIVE WIDTH OF PARTITION. PARTITION TYPES - LEGEND 1. REFERENCE LEGEND, RE: FLOOR PLANS PARTITION - PARTITION REFERENCE SYMBOL IS ORIENTED TO DENOTED PARTITION ON SAME SIDE AS DELINEATED IN PARTITION DETAIL. DOUBLE DIAMOND INDICATES ACOUSTICAL PARTITION - IDENTICAL TO DESIGNATED PARTITION TYPE EXCEPT WITH ACOUSTICAL BATT INSULATION AND ACOUSTICAL SEALANT AT PERIMETER AND PENETRATIONS. LETTER INDICATES CONDITION AT HEAD OF PARTITION 23C 23C #PRIMARY FRAMING NOM WIDTH RATING DESIGN STC 73 76 3-5/8" 6" 3-5/8" 6" 2HR 2HR GA FILE NO. WP 1522 UL U412 55-59 50 SEALANT SCHEDULED BASE 5/8" TYPE "X" GYPSUM WALLBOARD 2 LAYERS BOTH SIDES ACOUSTICAL BATT 0' - 0 3/8"VAPOR BARRIER STEEL TRACK 0' - 0 1/2"NORMAL WEIGHT CONCRETE WELDED WIRE FABRIC SUPPORTS- W8 X 28 OR W12 X 12 BEAM MIN SIZE FLOORING SYSTEMS CROSS BINDING WOOD JOISTS 2 X 10, 16' OC. FIRE STOPPED RESILLIENT CHANNEL (2) 5/8" X 4: WIDE GWB SCREW/ FURRING CHANNEL SCREW/ WALLBOARD FINISHING SYSTEM FLOORING ADHESIVE BATTENS WOOD JOISTS NOM 2X10/24 OC STEEL FRAME MEMBERS NAIL, FURRING CHANNEL STAPLES GYP. BOARD 5/8" THICK X 4' WIDE SCREW, WALLBOARD JOINT COMPOUND FLOOR STRUCTURE ACOUSTICAL BATT WHERE INDICATED 5/8" GYPSUM WALLBOARD BOTH SIDES MINERAL WOOL INSULATION & FIRESTOPING SPRAY ACOUSTICAL SEALANT @ NON-RATED PARTION STEEL TRACK 3" DEEP LEG STEEL STUD #PRIMARY FRAMING NOM WIDTH RATING DESIGN STC 50 6" 6" 2HR UL U477 50 SEALANT SCHEDULED BASE 0' - 0 3/8"VAPOR BARRIER STEEL TRACK 0' - 0 1/2" (2) 5/8" GYPSUM AT INTERIOR/ (1) 5/8" MINERAL AND FIBER BOARD AT EXT.VFY EXT. FINISH MINERAL WOOL OR SPRAYED CELLULOSE INSULATION FLOOR STRUCTURE ACOUSTICAL BATT WHERE INDICATED MINERAL WOOL INSULATION & FIRESTOPING SPRAY ACOUSTICAL SEALANT @ NON-RATED PARTION STEEL TRACK 3" DEEP LEG STEEL STUDVFY EXT. FINISH(2) 5/8" GYPSUM AT INTERIOR/ (1) 5/8" MINERAL AND FIBER BOARD AT EXT. MINERAL WOOL OR SPRAYED CELLULOSE INSULATION 3" = 1'-0" STANDARD STEEL PARTITION/HEAD3-- 3" = 1'-0" SHAFT WALL/HEAD6-- 3" = 1'-0" CONCRETE WALL/HEAD8-- 3" = 1'-0" STEEL FURRING PARTITION/HEAD4-- 1 1/2" = 1'-0" 13 1HR COLUMN PLAN DETAIL 3/4" = 1'-0" 14 3HR COLUMN PLAN DETAIL 3" = 1'-0" 15 CONTROL JOINT @ NON-RATED PARTITION 3" = 1'-0" 16 CONTROL JOINT @ RATED PARTITION 3" = 1'-0" 17 CONTROL JOINT @ SUSPENDED CEILING Scale Date Drawn By Project Number As indicated 3/27/2018 8:31:51 PMA570 PARTITION TYPES & FLOOR ASSEMBLIESSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR 3/9/2018 000000 3" = 1'-0" NON-COMB. PARTITION/HEAD7---- 01 PERMIT 07.01.15 No. Description Date 06 9-15-17BLDG.PERMIT CORR. 1/2" = 1'-0" 1 1 HOUR FLOOR/ CLG ASSEMBLY-HW-S-0001 1/2" = 1'-0" 2 2 HR. BEAM WRAP/UL X632 1/2" = 1'-0" 22 2 HOUR FLOOR/ CLG ASSEMBLY AT GARAGE-UL DESIGN NO. P905--RESTRAINED 1/2" = 1'-0" 23 1 HR RATED FLOOR @ CLUB 2 AND CONDO 3-D779 1 1/2" = 1'-0" 9 2 HR FLOOR @ ELEVATOR SHAFTS-UL L511 1 1/2" = 1'-0" 10 1 HR FLOOR @ CLUB/ CENTRAL STAIR TO MECH. LOFT- L513 3" = 1'-0" NON-COMB. PARTITION-EXT./HEAD5-- 04/04/18 VAPOR BARRIER GRID R-13 BATT INSULATION 1.5" R-7.5 CONTINUOUS RIGID INSULATION FLUID-APPLIED AIR/WATER BARRIER 5/8" GLASS-MAT GYPSUM, WATER- RESISTANT WALL SHEATHING 5/8" INTERIOR GYPSUM BOARD, TYPE X WOOD OR METAL FRAMING 3-COAT STUCCO SYSTEM VAPOR BARRIER GRID R-13 BATT INSULATION ANCHORED STONE MASONRY VENEER 1" MORTAR ADJUSTABLE MASONRY-VENEER ANCHOR WITH INSULATION CLIPS 3/16" CAVITY DRAINAGE SHEET, FULL HEIGHT 1.5" R-7.5 CONTINUOUS RIGID INSULATION FLUID-APPLIED AIR/WATER BARRIER 5/8" GLASS-MAT GYPSUM, WATER- RESISTANT WALL SHEATHING 5/8" INTERIOR GYPSUM BOARD, TYPE X WOOD OR METAL FRAMING 0' - 3 5/8" 0' - 1" 0' - 0 3/16" 0' - 2" 0' - 0 5/8" 0' - 7 7/16" VAPOR BARRIER GRID R-13 BATT INSULATION LAP SIDING 1.5" R-7.5 CONTINUOUS RIGID INSULATION FLUID-APPLIED AIR/WATER BARRIER 5/8" GLASS-MAT GYPSUM, WATER- RESISTANT WALL SHEATHING 5/8" INTERIOR GYPSUM BOARD, TYPE X WOOD OR METAL FRAMING 1" Z-FURRING CHANNEL 5/8" GLASS-MAT GYPSUM, WATER- RESISTANT WALL SHEATHING 3-COAT STUCCO SYSTEM NON-COMBUSTABLE FRAMING STONE MASONRY VENEER 1" MORTAR CONCRETE WALL STONE MASONRY VENEER & MORTAR ON OPPOSITE SIDE WHERE INDICATED. WALL TIE 5-1/2" FIN. CONCRETE SLAB ON 2" METAL DECK; RE: STRUCT 0' - 5 1/2"SPRAY APPLIED FIREPROOFING LINE OF CONC. TOPPING STRUCTURAL SLAB PRECAST DOUBLE-T; RE: STRUCT 3.5" STRUCTURAL CONCRETE TOPPING SLAB, SLOPE TO DRAIN. 3" MIN. FINISH FLOORING-VFY CONCRETE TOPPING MORTAR SET AND HEAT (2) LAYERS 6 MIL POLYFILM PLYWD SHEATHING 24" X 24" SPACERS FOR RIM SYSTEM 2" INSULATION/ KINETICS RIM SYSTEM 2"1 1/8"1/2"1 1/2"1"6 1/8"1-1/2" METAL DECK; RE: STRUCT RIGID INSULATION R-20 (MIN) 25 PSI (MIN) SINGLE PLY ROOF MEMBRANE 1/2" COVER BOARD ON TOP OF INSULATION, MECHANICALLY FASTENED TO PLYWOOD SHEATHING SINGLE PLY ROOF MEMBRANE FLOOR JOIST; RE: STRUCT. FLOOR SHEATHING; RE: STRUCT 1-1/2" CONCRETE TOPPING SLAB 5/8" GYPSUM BOARD TYPE X. BATT INSULATION SCHEDULED FLOOR FINISH 1' - 4 1/4"4-1/2" CONCRETE SLAB ON 2" METAL DECK; RE: STRUCT 1" FLOOR FINISH- CP/HW/ RUBBERIZED FLOORING 0' - 5 1/2"0' - 4 1/2"SPRAY APPLIED FIREPROOFING DOUBLE TEE; RE: STRUCT 3-1/2" CONCRETE TOPPING SLAB PER STRUCTURAL 1' - 0" RUBBERIZED FLOORING, CP TILES, HARDWOOD 3/4" PLYWD 2X SLEEPER ANCHORED STONE MASONRY VENEER 1" MORTAR ADJUSTABLE MASONRY-VENEER ANCHOR WITH INSULATION CLIPS 3/16" CAVITY DRAINAGE SHEET, FULL HEIGHT 1.5" R7.5 CONTINUOUS RIGID INSULATION FLUID-APPLIED AIR/WATER BARRIER REINF. CONCRETE FOUNDATION WALL; RE: STRUCT 0' - 3 5/8" 0' - 1" 0' - 0 3/16" 0' - 2" 0' - 6 13/16" VARIES; RE: STRUCT VAPOR BARRIER GRID R-13 BATT INSULATION METAL CLOSURE PANEL 1.5" R-7.5 CONTINUOUS RIGID INSULATION FLUID-APPLIED AIR/WATER BARRIER 5/8" GLASS-MAT GYPSUM, WATER- RESISTANT WALL SHEATHING 5/8" INTERIOR GYPSUM BOARD, TYPE X WOOD OR METAL FRAMING 1" Z-FURRING CHANNEL PRECAST DOUBLE-T; RE: STRUCT HOT FLUID-APPLIED FABRIC- REINFORCED ASPHALT WATERPROOFING MEMBRANE 4" CONCRETE TOPPING SLAB, SLOPE TO DRAIN. 3" MIN. DRAINAGE MAT 3.5" STRUCTURAL CONCRETE TOPPING SLAB, SLOPE TO DRAIN. 3" MIN. Scale Date Drawn By Project Number As indicated 3/9/2018 2:09:38 AMA571 WALL TYPES AND FLOOR ASSEMBLIESSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 3" = 1'-0" STUCCO WALL ASSEMBLYX1-- 3" = 1'-0" STONE MASONRY VENEER WALL ASSEMBLYX2 3" = 1'-0" LAP SIDING WALL ASSEMBLYX3-- 3" = 1'-0" STUCCO SOFFIT ASSEMBLYS1-- 3" = 1'-0" STONE MASONRY VENEER CONC WALL ASSEMBLYX4-- 1 1/2" = 1'-0" CONC SLAB ON METAL DECKF1-- 1 1/2" = 1'-0" ACOUSTICAL BUILD UP AT CONDO LEVEL 3 F6-- 1 1/2" = 1'-0" CONC SLAB ON METAL DECK W/ TOPPINGR1-- 1 1/2" = 1'-0" COMBUSTABLE FLOOR/CEILING ASSEMBLYF5-- X21 - WOOD STUD, 3-1/2" X22 - WOOD STUD, 3-1/2"; NO INTERIOR GYPSUM BOARD X23 - WOOD STUD, 5-1/2" X24 - WOOD STUD, 5-1/2"; NO INTERIOR GYPSUM BOARD X25 - METAL STUD, 3-5/8" X26 - METAL STUD, 3-5/8"; NO INTERIOR GYPSUM BOARD X27 - METAL STUD, 6" X28 - METAL STUD, 6"; NO INTERIOR GYPSUM BOARD X11 - WOOD STUD, 3-1/2" X12 - WOOD STUD, 3-1/2"; NO INTERIOR GYPSUM BOARD X13 - WOOD STUD, 5-1/2" X14 - WOOD STUD, 5-1/2"; NO INTERIOR GYPSUM BOARD X15 - METAL STUD, 3-5/8" X16 - METAL STUD, 3-5/8"; NO INTERIOR GYPSUM BOARD X17 - METAL STUD, 6" X18 - METAL STUD, 6"; NO INTERIOR GYPSUM BOARD X31 - WOOD STUD, 3-1/2" X32 - WOOD STUD, 3-1/2"; NO INTERIOR GYPSUM BOARD X33 - WOOD STUD, 5-1/2" X34 - WOOD STUD, 5-1/2"; NO INTERIOR GYPSUM BOARD X35 - METAL STUD, 3-5/8" X36 - METAL STUD, 3-5/8"; NO INTERIOR GYPSUM BOARD X37 - METAL STUD, 6" X38 - METAL STUD, 6"; NO INTERIOR GYPSUM BOARD X40 - 10" CONCRETE, VENEER SINGLE SIDE X41 - 10" CONCRETE, VENEER BOTH SIDES X42 - 12" CONCRETE, VENEER SINGLE SIDE X43 - 12" CONCRETE, VENEER BOTH SIDES X47 - 8" CONCRETE, VENEER SINGLE SIDE X48 - 8" CONCRETE, VENEER BOTH SIDES 1 1/2" = 1'-0" ROOF ASSEMBLY 1R2-- 1 1/2" = 1'-0" CONC SLAB ON METAL DECK W/ TOPPINGF4-- 1 1/2" = 1'-0" CONC SLAB ON DOUBLE TEEF3-- 01 PERMIT 07.01.15 3" = 1'-0" STONE MASONRY VENEER WALL ASSEMBLY Copy 1X6-- X60 - 10" CONC. WALL X62 - 12" CONC. WALL X66 - 6" CONC. WALL X68 - 8" CONC. WALL 3" = 1'-0" METAL CLOSURE WALL ASSEMBLYX7-- X71 - WOOD STUD, 3-1/2" X72 - WOOD STUD, 3-1/2"; NO INTERIOR GYPSUM BOARD X73 - WOOD STUD, 5-1/2" X74 - WOOD STUD, 5-1/2"; NO INTERIOR GYPSUM BOARD X75 - METAL STUD, 3-5/8" X76 - METAL STUD, 3-5/8"; NO INTERIOR GYPSUM BOARD X77 - METAL STUD, 6" X78 - METAL STUD, 6"; NO INTERIOR GYPSUM BOARD No. Description Date 06 9-15-17 1 1/2" = 1'-0" CONC SLAB ON DOUBLE TEEF2-- BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 04/04/18 A Section A-A Gypsum board UL Design: W-L-5169 Refer to UL design for additional requirements F Rating - 2 Hour T Rating - 1 Hour Minimum 3 1/2" metal studs or 2x4 wood studs 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 1/4" diameter bead of caulk applied to gypsum board/tube insulation interface on both sides of wall 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 5/8" thick caulk applied flush with both surfaces of wall One metallic pipe or tubing installed concentrically or eccentrically within opening One metallic pipe or tubing installed concentrically or eccentrically within opening A 0' - 4" maximum0' - 0 3/4" 0" to 1 1/2" max gap3/4" AB/PVC flexible foam tubing 3/4" AB/PVC flexible foam tubing A A Section A-A Gypsum board UL Design: W-L-3195 Refer to UL design for additional requirements F Rating - 1 Hour T Rating - 0 Hour Minimum 3 1/2" metal studs or 2x4 wood studs 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 1/4" diameter bead of caulk applied to gypsum board/cable bundle interface on both sides of wall 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 5/8" thick caulk applied within opening; flush with both surfaces of the wall Cable bundle installed eccentrically or concentrically within opening; maximum 4" diameter One or more nonmetallic pipes, conduits or tubes installed concentrically or eccentrically within opening; 4" maximum bundle diameter, see UL design for maximum quantities of each cable type 0' - 5" maximum0" to 1" max gapA A Section A-A0' - 4 1/2" min0' - 6" max UL Design: C-AJ-3200 Refer to UL design for additional requirements F Rating - 2 Hour T Rating - 1/4 Hour0' - 3" minMinimum 1/2" 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant flush with the top surface of floor or top edge of sleeve or both surfaces of wall or both ends of sleeve Minimum 4 pcf mineral wool batt insulation firmly packed into opening; packing material to be recessed from top surface of floor or top edge of sleeve or both surfaces of wall or both ends of sleeve as required (alternately pack with 3M Company - Fire Barrier Packing Material per UL design requirements) Reinforced concrete or precast floor; reinforced concrete or CMU wall Aggregate cross-sectional area of cables in opening to be 49% maximum of the cross-sectional area inside sleeve or opening; see UL design for max quantities of each cable type 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 1/4" diameter bead of caulk applied to pentrant/concrete or penetrant/sleeve interface at point contact location wires and opening2" max space betweenA Section A-AEqual 0' - 2 1/2" min EqualUL Design: C-AJ-3250 Refer to UL design for additional requirements F Rating - 2 Hour T Rating - 0 Hour L Rating at Ambient - 4-7 CFM/SF L Rating at 400F < 1 CFM/SF Reinforced concrete floor; reinforced concrete or CMU wall 12 1/8" max opening 0' - 4 1/4"A Fill voids > 1/8" wide with 3M Company - Moldable Putty+, CP 25WB+, IC 15WB+, or 3000 WT flush with top surface of floor or both surfaces of wall prior to installation of mounting flanges Cable bundle may represent a 0-100% visual fill in device module; see UL design for max quantities of each cable type 3M Fire Barrier Pass-Through Device; three devices maximum may be ganged together 3M Fire Barrier Pass-Through Device; three devices maximum may be ganged together Split mounting flange, full perimeter and both sides of wall or floor 0' - 1" min fillSplit mounting flange, see above Foam plug each end; for L Rating recess plug and apply 1/8" thick 3M Company - Moldable Putty CP 25WB+, IC 15WB+ or 3000 WT each end A A Section A-A 0' - 2" max projection 0' - 4 1/2" min 0' - 2" max projection7" maximum for precast plank floor 0' - 8" maximum Reinforced concrete or precast floor; or CMU wall (6" minimum precast floor) UL Design: C-AJ-5211 Refer to UL design for additional requirements F Rating - 2 Hour T Rating - 0 Hour W Rating - Class 1 (FB-3000 WT) 8" max diameter steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces or projected as shown Minimum 3" of minimum 4 pcf mineral wool batt insulation firmly packed into opening and recess from top surface of floor or top edge of sleeve as required Minimum 1/2" thick 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant applied within annulus, flush with top surface of floor, top edge of sleeve or both surfaces of wall or sleeves One metallic pipe or tubing installed concentrically or eccentrically within opening: Steel - 4" maximum Iron - 4" maximum Copper - 2" maximum Less than 0' - 0 3/4"0' - 0 1/2" min to 1 1/2" max gapAB/PVC foam pipe insulation Optional steel sleeve, see above 1/2" thick caulk, see above A Section A-A Gypsum board UL Design: W-L-5168 Refer to UL design for additional requirements F Rating - 2 Hour T Rating - 1 1/2 Hour Minimum 3 1/2" metal studs or 2x4 wood studs 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 1/4" diameter bead of caulk applied to gypsum board/pipe covering interface on both sides of wall 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 5/8" thick caulk applied flush with both surfaces of wall One metallic pipe or tubing installed concentrically or eccentrically within opening One metallic pipe or tubing installed concentrically or eccentrically within opening: Steel/Iron - 8" maximum Copper - 4" maximum 11 3/4" max copper1' - 0 1/2" max steel/ironA Hollow cylindrical heavy density glass fiber units jacketed with an all service jacket; 2" thick 2" thick 0" to 1 7/8" maxHollow cylindrical heavy density glass fiber units jacketed with an all service jacket AA Section A-A Reinforced concrete floor / wall or CMU wall UL Design: C-AJ-8106 Refer to UL design for additional requirements F Rating - 2 Hour T Rating - 0 Hour Minimum 4 pcf mineral wool batt insulation firmly packed into opening and recessed from both sides of wall assembly 3M Company - FireDam Spray 200 applied over mineral wool to minimum 1/16" dry thickness flush with floor or both surfaces of wall A B C D E G F 7'-0" max (max opening area 21 sq ft)7' - 0" max (maximum opening area 21 sq ft)Firestop combination, up to 8 total Configurations, see UL detail for detailed description of Firestop Configurations A - Cable tray with copper cables B - Cable tray with 1/C 500 MCM cables in XLPE jacket C - Cable tray with nonmetallic sleeve or EMT D - Cable tray without penetrants E - Copper tubing, 4" max F - Steel pipe, 16" max with 1 1/2" mineral wool pipe insulation G - Copper tubing, 4" max with 1 1/2" mineral wool pipe insulation min0' - 4 1/2"0" min to 8" max gap 5 3/4" min to 7" max gapReinforced concrete floor / wall or CMU wall FireDam Spray (see above) to extend 1/2" out on all penetrating items and 1/2" over floor or both wall surfaces A Section A-A Minimum 3 5/8" metal studs or 2x4 wood studs UL Design: W-L-8033 Refer to UL design for additional requirements F Rating - 2 Hour T Rating - 1 Hour Minimum 4 pcf mineral wool batt insulation firmly packed into opening and recessed from both sides of wall assembly 3M Company - FireDam Spray 200 applied over mineral wool to minimum 1/16" dry thickness flush with floor or both surfaces of wall 3'-0" max (max opening area 9 sq ft)3' - 0" max (maximum opening area 9 sq ft)Maximum 4" diameter Type M copper tubing Gypsum board 0" max to 8" min gap 5 3/4" min to 7" max gapMinimum 4 pcf 1 1/2" hollow cylindrical mineral wool pipe insulation covered with an all service jacket A FireDam Spray (see above) to extend 1/2" out on all penetrating items and 1/2" over both wall surfaces A A Section A-A0' - 2" max projection 0' - 4 1/2" min 0' - 2" max projection 7" maximum for precast plank floor 0' - 10" maximum Reinforced concrete or precast floor; or CMU wall (6" minimum precast floor) UL Design: C-AJ-5210 Refer to UL design for additional requirements F Rating - 1 1/2 Hour T Rating - 1 Hour Optional 10" maximum diameter steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces or projected as shown Minimum 3" of minimum 4 pcf mineral wool batt insulation firmly packed into opening and recess from top surface of floor or top edge of sleeve as required; alternate instead of mineral wool, use 3M Company-Fire Barrier Packing Material Minimum 1/2" thick 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant applied within annulus, flush with top surface of floor, top edge of sleeve or both surfaces of wall or sleeves One metallic pipe or tubing installed concentrically or eccentrically within opening: Copper - 4" maximum 0' - 2"0' - 0 1/2" min to 1" max gapHollow cylindrical heavy density glass fiber units jacketed with an all service jacket Optional steel sleeve, see above 1/2" thick caulk, see above A Section A-A Minimum 3 5/8" metal studs or 2x4 wood studs UL Design: W-L-8033 Refer to UL design for additional requirements F Rating - 1 Hour T Rating - 1 Hour Minimum 4 pcf mineral wool batt insulation firmly packed into opening and recessed from both sides of wall assembly 3M Company - FireDam Spray 200 applied over mineral wool to minimum 1/16" dry thickness flush with floor or both surfaces of wall 3'-0" max (max opening area 9 sq ft)3' - 0" max (maximum opening area 9 sq ft)Maximum 4" diameter Type M copper tubing Gypsum board 0" max to 8" min gap 5 3/4" min to 7" max gapMinimum 4 pcf 1 1/2" hollow cylindrical mineral wool pipe insulation covered with an all service jacket A FireDam Spray (see above) to extend 1/2" out on all penetrating items and 1/2" over both wall surfaces A A Section A-A0' - 2" max projection 0' - 4 1/2" min 0' - 2" max projection7" maximum for precast plank floor 1' - 2" maximum Reinforced concrete or precast floor; or CMU wall (6" minimum precast floor) UL Design: C-AJ-5210 Refer to UL design for additional requirements F Rating - 2 Hour T Rating - 1 1/4 Hour Optional 14" maximum diameter steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces or projected as shown Minimum 3" of minimum 4 pcf mineral wool batt insulation firmly packed into opening and recess from top surface of floor or top edge of sleeve as required; alternate instead of mineral wool, use 3M Company-Fire Barrier Packing Material Minimum 1/2" thick 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant applied within annulus, flush with top surface of floor, top edge of sleeve or both surfaces of wall or sleeves One metallic pipe or tubing installed concentrically or eccentrically within opening: Steel - 8" maximum Iron - 8" maximum 0' - 2" 0' - 0 1/2" min to 1" max gapHollow cylindrical heavy density glass fiber units jacketed with an all service jacket Optional steel sleeve, see above 1/2" thick caulk, see above Scale Date Drawn By Project Number As indicated 3/9/2018 2:09:50 AMA573 UL DETAILS aSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 1 REVISION 1 3/9/2018 1 1/2" = 1'-0"3 UL- AB/PVC Insul. Metal Pipe Firestopping - 2 Hr F/1 Hr T(WL5169) 3" = 1'-0"5 UL- Cable Bundle Firestopping - 1 Hr T/0 Hr T (WL3195) 3" = 1'-0"7 UL- Cable Bundle Firestopping - 2 Hr F/.25 Hr T (CAJ3200) 3" = 1'-0"9 UL- Cable Firestopping - 2 Hr F/0 Hr T (CAJ3250) 1 1/2" = 1'-0"15 UL- Insulated Metal Pipe Firestopping - 2 Hr F/0 Hr T (CAJ5211) 1 1/2" = 1'-0"16 UL- Insulated Metal Pipe Firestopping - 2 Hr F/1.5 Hr T (WL5168) 1 1/2" = 1'-0"17 UL- Combo Pipe, Cable, Tube Firestopping - 2 Hr F/0 Hr T(CAJ8106) 1 1/2" = 1'-0"18 UL- Copper Tube Firestopping - 2 Hr F/1 Hr T(WL8033) 1 1/2" = 1'-0"19 UL- Insulated Metal Pipe Firestopping - 1.5 Hr F/1 Hr T (CAJ5210) 1 1/2" = 1'-0"1 UL- Copper Tube Firestopping - 1 Hr F/1 Hr T(WL8033) 1 1/2" = 1'-0"2 UL- Insulated Metal Pipe Firestopping - 2 Hr F/1.25 Hr T (CAJ5210) 04/04/18 SECTION A-A A A 1 3B 2 3B 2 SECTION A-A 3C 3A 3B 3B 3A 12 3C A A 2 A 2 A 4 1B 2 3A 1A 3B SECTION A-ASystem No. C-AJ-7029C F Rating - 2 Hr 1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. For rectangular ducts, max area of opening shall be 13.4 ft2 (1.25 m2) with max dimension of 44 in. (1.11 m). For round ducts, max diam of opening shall be 44 in. (1.11 m). For oval shaped ducts, max dimension of opening shall be 44 in. (1.11 m) by 14 in.(0.37 m). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Through-Penetrants — Coated Ducts* — Rectangular, round or flat oval coated steel air duct. For rectangular duct, max perimeter dimension shall be 13.3 ft.(4.06 m) with a max individual dimension of 40 in. (1.02 m). For round ducts, max diam shall be 40 in. (1.02 m) and for oval shaped ducts, max size of oval shall be 40 in. (1.02 m) by 10 in. (254 mm). Duct supplied coated with BW11 coating material. One duct to be centered within the firestop system with an annular space of 2 in. (51 mm). Reinforcement stiffener or transverse joint with bolted flanges shall be located approximately at the mid depth of the annular space. Duct to be rigidly supported on both sides of the floor or wall assembly. Duct sections shall be assembled using bolted flanges or SMACNA approved Transverse Joint Reinforcements. FIRESPRAY INTERNATIONAL LTD — FLAMEBAR BW11 FIRE RATED DUCTWORK 3. Firestop System — The firestop system shall consist of the following: A. Forms — (Not Shown) — Used as a form to prevent leakage of fill material during installation. Forms to be a rigid sheet material, cut to fit the contour of the penetrating item and fastened to the underside of the floor or both sides of wall. Forms to be removed after fill material has cured. B. Fill, Void or Cavity Material* — Mortar — Fill material applied within the annulus, flush with top and bottom surfaces of floor or with both surfaces of wall. Mortar is mixed with water in accordance with the mortar manufacturer's installation instructions. 3M COMPANY — Fire Barrier Motar System No. C-AJ-7076 F Rating - 2 Hr 1. Floor or Wall Assembly - Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600- 2400 kg/m3) concrete. Floor assembly may also be constructed of any min 6 in. (152 mm) thick UL Classified hollow-core Precast Concrete Units*. 2. Steel Duct - Nom 30 in. by 18 in. (762 mm by 457 mm) (or smaller) No. 24 gauge (or heavier) steel duct to be installed concentrically or eccentrically within opening. Annular space between duct and periphery of opening shall be shall be min 0 in. (point contact) to max 2 in. (51 mm). Duct to be rigidly supported on both sides of floor or wall assembly. 3. Firestop System - The firestop system shall consist of the following: A. Packing Material - Min 3 in. (76 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material. In floors constructed of hollow-core concrete, packing material to be recessed from top and bottom surfaces of floor as required to accommodate the required thickness of fill material. B. Fill,Void or Cavity Materials* - Caulk or Sealant - Min 1/2 in. (13 mm) thickness of caulk applied within the annulus, flush with top surface of floor or with both surfaces of wall. In floors constructed of hollow-core concrete, min 1/2 in. (13 mm) thickness of caulk applied within the annulus, flush with top and bottom surfaces of floor. Min 1/4 in. (6 mm) diam bead of caulk applied to the duct/concrete interface at the point contact location on the top surface of floor or both surfaces of wall or hollow-core concrete. 3M COMPANY - CP 25WB+, IC 15WB+ caulk or FB-3000 WT sealant. C. Retaining Angles - Min 16 GA galv steel angles sized to lap duct a min of 2 in. (51 mm) and lap periphery of opening a min of 1 in. (25 mm). Angles attached to all four sides of steel duct on top surface of floor or both surfaces of wall with No. 10 (or larger) steel sheet metal screws spaced a max 1 in. (25 mm) from each end and max 6 in. (152 mm) OC. *Bearing the UL Classification Marking System No.W-L-7008 F Rating - 1 & 2 Hr (See Item 1) 1. Wall Assembly - The 1 and 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing shall consist of steel channel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. Additional 3-1/2 in. (89 mm) wide steel studs shall be used to completely frame opening. B. Gypsum Board* - Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Max size of opening to be 1216 sq in. (188.5 cm2) with a max dimension of 38 in. (965 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant - Nom 36 by 30 in. (914 by 762 mm) (or smaller) No. 24 gauge (or heavier) galv steel duct to be installed either concentrically or eccentrically within the firestop system. An annular space of min 0 in. (0 mm) (point contact) to max 2 in. (51 mm) is required within the firestop system. Steel duct to be rigidly supported on both sides of floor or wall assembly. 3. Firestop System - The details of the firestop system shall be as follows: A. Packing Material (Optional) - Polyethylene backer rod, mineral wool batt insulation or fiberglass batt insulation friction- fit into annular space for 2 hr rated wall assemblies only. Packing material to be recessed from both surfaces of wall to accommodate the required thickness of fill material (Item 3B). B. Fill,Void or Cavity Material* - Caulk or Sealant - Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly. At the point contact location between duct and wallboard, a min 1/4 in. (6 mm) diam bead of sealant shall be applied at the wallboard/duct interface on both surfaces of wall assembly. 3M COMPANY - CP 25WB+ caulk or FB-3000 WT sealant C. Retaining Angles - Min 16 gauge galv steel angles sized to lap duct a min of 2 in. (51 mm) and lap wall surfaces of a min of 1 in. (25 mm). Angles attached to duct on both sides of wall with min 1/2 in. (13 mm) long, No. 10 (or larger) sheet metal screws spaced a max of 1 in. (25 mm) from each end of duct and spaced a max of 6 in. (152 mm) OC. *Bearing the UL Classification Marking Scale Date Drawn By Project Number As indicated 3/9/2018 2:09:56 AMA574 UL DETAILS bSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 1 REVISION 1 3/9/2018 12" = 1'-0"1 CAJ7029C 3" = 1'-0"2 CAJ7076 1 1/2" = 1'-0"3 WL7008 04/04/18 SECTION A-A 4 1A 1B A A 1A 3 2 4 3 2 Section A-A Gypsum board UL Design: W-L-5045 Refer to UL design for additional requirements F Rating - 2 Hour T Rating - 1/2 Hour Minimum 3 5/8" metal studs or 2x4 wood studs 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 1/2" diameter bead of caulk applied to pipe insulation/gypsum board interface on both sides of wall 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 5/8" thick caulk applied flush with both surfaces of wall One metallic pipe or tubing One metallic pipe or tubing A 24" long half sections or 18" long segments of Pittsburgh Corning Corp - FOAMGLAS cellular glass units20" max for metal stud wall14 1/2" max for wood stud wallA 1' - 0" minimum 1' - 0" minimum12" max for metal stud wall 0' - 6" maximum,0' - 1 1/2"0" to 1 1/4" max gap .010" thick steel or aluminum sheet cut to wrap tightly around pipe insulation with a 2" minimum lap; install jacket with edges abutting surface of caulk fill material, secure each with 2" stainless steel clamps or bands 24" long half sections or 18" long segments of Pittsburgh Conring Corp - FOAMGLAS cellular glass units Metal jacket, see below Section A-A Gypsum board UL Design: W-L-5045 Refer to UL design for additional requirements F Rating - 2 Hour T Rating - 1 1/2 Hour Minimum 3 5/8" metal studs or 2x4 wood studs 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 1/2" diameter bead of caulk applied to pipe insulation/gypsum board interface on both sides of wall 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 5/8" thick caulk applied flush with both surfaces of wall One metallic pipe or tubing One metallic pipe or tubing A 24" long half sections or 18" long segments of Pittsburgh Corning Corp - FOAMGLAS cellular glass units 20" max for metal stud wall14 1/2" max for wood stud wallA 1' - 0" minimum 1' - 0" minimum 12" max for metal stud wall0' - 6" maximum,0' - 3" 0" to 1 1/4" max gap.010" thick steel or aluminum sheet cut to wrap tightly around pipe insulation with a 2" minimum lap; install jacket with edges abutting surface of caulk fill material, secure each with 2 stainless steel clamps or bands 24" long half sections or 18" long segments of Pittsburgh Conring Corp - FOAMGLAS cellular glass units Metal jacket, see below Section A-A Gypsum board UL Design: W-L-5045 Refer to UL design for additional requirements F Rating - 1 Hour T Rating - 1/2 Hour Minimum 3 5/8" metal studs or 2x4 wood studs 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 1/2" diameter bead of caulk applied to pipe insulation/gypsum board interface on both sides of wall 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 5/8" thick caulk applied flush with both surfaces of wall One metallic pipe or tubing One metallic pipe or tubing A 24" long half sections or 18" long segments of Pittsburgh Corning Corp - FOAMGLAS cellular glass units20" max for metal stud wall14 1/2" max for wood stud wallA 1' - 0" minimum 1' - 0" minimum 12" max for metal stud wall 0' - 6" maximum,0' - 1 1/2"0" to 1 1/4" max gap.010" thick steel or aluminum sheet cut to wrap tightly around pipe insulation with a 2" minimum lap; install jacket with edges abutting surface of caulk fill material, secure each with 2 stainless steel clamps or bands 24" long half sections or 18" long segments of Pittsburgh Conring Corp - FOAMGLAS cellular glass units Metal jacket, see below Section A-A Gypsum board UL Design: W-L-5045 Refer to UL design for additional requirements F Rating - 1 Hour T Rating - 1 Hour Minimum 3 5/8" metal studs or 2x4 wood studs 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 1/2" diameter bead of caulk applied to pipe insulation/gypsum board interface on both sides of wall 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 5/8" thick caulk applied flush with both surfaces of wall One metallic pipe or tubing One metallic pipe or tubing A 24" long half sections or 18" long segments of Pittsburgh Corning Corp - FOAMGLAS cellular glass units 20" max for metal stud wall14 1/2" max for wood stud wallA 1' - 0" minimum 1' - 0" minimum12" max for metal stud wall0' - 6" maximum,0' - 3" 0" to 1 1/4" max gap.010" thick steel or aluminum sheet cut to wrap tightly around pipe insulation with a 2" minimum lap; install jacket with edges abutting surface of caulk fill material, secure each with 2 stainless steel clamps or bands 24" long half sections or 18" long segments of Pittsburgh Conring Corp - FOAMGLAS cellular glass units Metal jacket, see below Section A-A UL Design: W-L-3289 Refer to UL design for additional requirements F Rating - 2 Hour T Rating - 0 Hour L Rating at Ambient - 4-7 CFM/SF L Rating at 400F < 1 CFM/SF Gypsum board 12 1/8" max opening Varies, max area opening of 98.5 square inchesA Fill voids > 1/8" wide with 3M Company - Moldable Putty+, CP 25WB+, IC 15WB+, or 3000 WT flush with both surfaces of wall prior to installation of mounting flanges Cable bundle may represent a 0-100% visual fill in device module; UL design for max quantities of each cable type 3M Fire Barrier Pass-Through Device; six devices maximum may be ganged together 3M Fire Barrier Pass- Through Device; six devices maximum may be ganged together Split mounting flange, full perimeter and both sides of wall Split mounting flange, see above Foam plug each end; for L Rating recess plug and apply 1/8" thick 3M Company - Moldable Putty CP 25WB+, IC 15WB+ or 3000 WT each end A Minimum 3 1/2" metal studs or 2x4 wood studs EQ EQ Section A-A UL Design: W-L-3289 Refer to UL design for additional requirements F Rating - 1 Hour T Rating - 0 Hour L Rating at Ambient - 4-7 CFM/SF L Rating at 400F < 1 CFM/SF Gypsum board 12 1/8" max opening Varies, max area opening of 98.5 square inchesA Fill voids > 1/8" wide with 3M Company - Moldable Putty+, CP 25WB+, IC 15WB+, or 3000 WT flush with both surfaces of wall prior to installation of mounting flanges Cable bundle may represent a 0-100% visual fill in device module; UL design for max quantities of each cable type 3M Fire Barrier Pass-Through Device; six devices maximum may be ganged together 3M Fire Barrier Pass- Through Device; six devices maximum may be ganged together Split mounting flange, full perimeter and both sides of wall Split mounting flange, see above Foam plug each end; for L Rating recess plug and apply 1/8" thick 3M Company - Moldable Putty CP 25WB+, IC 15WB+ or 3000 WT each end A Minimum 3 1/2" metal studs or 2x4 wood studs EQ EQ A A Section A-A Gypsum board UL Design: W-L-3195 Refer to UL design for additional requirements F Rating - 2 Hour T Rating - 1/2 Hour Minimum 3 1/2" metal studs or 2x4 wood studs 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 1/4" diameter bead of caulk applied to gypsum board/cable bundle interface on both sides of wall 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 5/8" thick caulk applied within opening; flush with both surfaces of the wall Cable bundle installed eccentrically or concentrically within opening; maximum 4" diameter One or more nonmetallic pipes, conduits or tubes installed concentrically or eccentrically within opening; 4" maximum bundle diameter, see UL design for maximum quantities of each cable type 0' - 5" maximum0" to 1" max gapA A Section A-A 0' - 6" max Minimum 1/2" 3M Company - IC 15WB+ or CP 25WB+ caulk flush with the top surface of floor or both surfaces of wall Minimum 4 pcf mineral wool batt insulation firmly packed into opening; packing material to be recessed from top surface of floor or both surfaces of wall as required for caulk Reinforced concrete floor, or minimum 3" thick reinforced concrete or CMU walls Optional steel or galvanized steel pipe sleeve cast or grouted into floor or wall assembly, flush with or projecting from floor or wall surfaces UL Design: C-AJ-0091 Refer to UL design for additional requirements F Rating - 2 Hour T Rating - 1 Hour0' - 2" min0' - 2" max sleeve projection0' - 4 1/2" min 0' - 2" max sleeve projection Minimum 1/2" 3M Company - IC 15WB+ or CP 25WB+ caulk flush with the top surface of floor or both surfaces of wall A Section A-A Gypsum board UL Design: W-L-5169 Refer to UL design for additional requirements F Rating - 1 Hour T Rating - 0 Hour Minimum 3 1/2" metal studs or 2x4 wood studs 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 1/4" diameter bead of caulk applied to gypsum board/tube insulation interface on both sides of wall 3M Company - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant minimum 5/8" thick caulk applied flush with both surfaces of wall One metallic pipe or tubing installed concentrically or eccentrically within opening One metallic pipe or tubing installed concentrically or eccentrically within opening A 0' - 4" maximum0' - 0 3/4" max0" to 1 1/2" max gapAB/PVC flexible foam tubing AB/PVC flexible foam tubing System No. W-L-7152 F Rating - 1 and 2 Hr (See Item 1) 1. Wall Assembly - The 1 or 2 hr fire rated gypsum board/steel stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing shall consist of steel channel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. Additional 3-1/2 in. (89 mm) wide steel studs shall be used to completely frame opening. B. Gypsum Board* - Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Max area of opening to be 1080 sq in. (6968 cm2) with a max dimension of 36 in. (914 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. The hourly T rating of the firestop system is 1 and 1-3/4 Hr for 1 and 2 Hr rated assemblies, respectively. 2. Steel Duct - Max 30 in. by 24 in. (762 mm by 610 mm) No. 24 gauge (or heavier) galv steel duct installed concentrically within opening. Duct to be rigidly supported on both sides of wall assembly. 3. Duct Insulation* - Nom 2 in. (51 mm) thick glass fiber blanket insulation jacketed on the outside with foil-scrim-kraft facing. Longitudinal and transverse joints sealed with foil-scrim-kraft tape. A nominal 1 in. (25 mm) annular space shall be maintained between the insulated duct and the periphery of the opening. See Batts and Blankets (BKNV) category in the Building Materials Directory for names of manufacturers. Any batts and blankets material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 4. Fill, Void or Cavity Material* - Caulk or Sealant - Min 5/8 in. (16 mm) thickness of caulk applied within annulus, flush with both surfaces of wall. 3M COMPANY - FB-3000 WT sealant *Bearing the UL Classification Mark Scale Date Drawn By Project Number As indicated 3/9/2018 2:10:16 AMA575 UL DETAILS cSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 1 1/2" = 1'-0" 3 UL- Cell. Glass Insul. Metal Pipe Firestop - 2 Hr F/.5 Hr T (WL5045) 1 1/2" = 1'-0"6 UL- Cell. Glass Insul. Metal Pipe Firestop - 2 Hr F/1.5 Hr T(WL5045) 1 1/2" = 1'-0"12 UL- Cell. Glass Insul. Metal Pipe Firestop - 1 Hr F/.5 Hr T(WL5045) 1 1/2" = 1'-0"1 UL- Cell. Glass Insul. Metal Pipe Firestop - 1 Hr F/1 Hr T (WL5045) 3" = 1'-0"2 UL- Cable Firestopping - 2 Hr F/0 Hr T (WL3289) 3" = 1'-0"4 UL- Cable Firestopping - 1 Hr F/0 Hr T (WL3289) 3" = 1'-0" 5 UL- Cable Bundle Firestopping - 2 Hr F/.5 Hr T (WL3195) 3" = 1'-0" 7 UL- Blank Opening Firestopping - 2 Hr F/1 Hr T (CAJ0091) 1 1/2" = 1'-0" 8 UL- AB/PVC Insul. Metal Pipe Firestopping - 1 Hr F/0 Hr T(WL5169) 12" = 1'-0"9 WL7152 04/04/18 1.1 W1 9' - 0"1' - 9 1/4"5' - 6" 2' - 5" LEVEL 3 FIN 121' - 6 1/4" 1.2 W2 7' - 0"9' - 0"1' - 9 1/4"LEVEL 3 FIN 121' - 6 1/4" LEVEL 4 132' - 0" W3 W43' - 6 5/8"1' - 8"11' - 6" 11' - 6" 6' - 0"2' - 0"LEVEL 3 FIN 121' - 6 1/4" LEVEL 4 132' - 0" W5 5' - 0"3' - 0 1/4" 3' - 0 1/4"2' - 0"LEVEL 3 FIN 121' - 6 1/4" W6W7 W7 W6 6' - 1 3/8" 6' - 3 7/8" 6' - 1 3/8"4' - 6"1' - 6 1/4"3' - 8"LEVEL 3 FIN 121' - 6 1/4" LEVEL 4 132' - 0" Level 5 139' - 0" W80' - 3"3' - 3 5/8"18' - 6" 4' - 6" LEVEL 3 121' - 0" W10 W9 W10 W9 W10 W9 W10 W9 7' - 6"5' - 6"3' - 0" 3' - 0"0' - 6 5/8" LEVEL 2-FIN 111' - 1" LEVEL 3 121' - 0" W11 7' - 6"5' - 6"2' - 0 1/8"LEVEL 2-FIN 111' - 1" 3 2 W127' - 11 1/8"23' - 5 1/2" LEVEL 3 FIN 121' - 6 1/4" LEVEL 3 121' - 0" W13 5' - 0 3/8"5' - 6"2' - 0 1/8" LEVEL 2-FIN 111' - 1" LEVEL 3 121' - 0" W14 6' - 0"5' - 6"2' - 9"LEVEL 2-FIN 111' - 1" 3 W15 5' - 6 1/2"7' - 6"CLUB LEVEL 1 FIN. FLOOR 99' - 11" GARAGE 88' - 0" W16W16 6' - 0" 6' - 6"2' - 10"LEVEL 4 132' - 0" Level 5 139' - 0" W17 W18 6' - 6 1/2"8' - 5 5/8"4' - 0"4' - 0" LEVEL 4 132' - 0" Level 5 139' - 0" W19 W20 7' - 6"0' - 10 5/8" 5' - 6" 9' - 0 1/4"7' - 3"6' - 11 1/2"4' - 6 1/2"LEVEL 4 132' - 0" W21 W22 6' - 0"6' - 0" 4' - 3"0' - 4 5/8"LEVEL 4 132' - 0" W23 W24 9' - 0" 4' - 0"4' - 0" LEVEL 3 FIN 121' - 6 1/4" W25 W26 W279' - 6"5' - 6" 7' - 6"7' - 2 3/4" 1' - 9 1/4"LEVEL 3 FIN 121' - 6 1/4" D W28 5' - 0"4' - 6"1' - 4"CLUB LEVEL 1 FIN. FLOOR 99' - 11" C BB.3 W29 6' - 6"4' - 0"LEVEL 2-FIN 111' - 1" C C .1 B.3 W30 6' - 0"5' - 6"LEVEL 2-FIN 111' - 1" LEVEL 3 121' - 0" H LEVEL 2-FIN 111' - 1" LEVEL 4 132' - 0" Level 5 139' - 0" 1 W32 6' - 9 1/2"4' - 0" LEVEL 4 132' - 0" Level 5 139' - 0" 1.2 W33 4' - 6"9' - 0" Level 5 139' - 0" W34 12' - 0" 2' - 3 5/8"0' - 4"Level 5 139' - 0" W35 14' - 0"0' - 8" 2' - 11 5/8"LEVEL 4 132' - 0" Level 5 139' - 0" 3 W36 4' - 6"3' - 0"1' - 6"Level 5 139' - 0" W37 12' - 0"0' - 4"2' - 3 5/8"LEVEL 4 132' - 0" Level 5 139' - 0" 5 W38 7' - 0"6' - 10 1/2"LEVEL 4 132' - 0" W399' - 0"4' - 0" LEVEL 3 FIN 121' - 6 1/4" 1.2 W40 5' - 6"8' - 6" LEVEL 3 FIN 121' - 6 1/4" W41 W41 W41 W41 2' - 2"2' - 11" LEVEL 3 FIN 121' - 6 1/4" 5 W42 7' - 0"9' - 0" LEVEL 3 FIN 121' - 6 1/4" 5 W434' - 6" 9' - 6"1' - 9"LEVEL 2-FIN 111' - 1" LEVEL 3 121' - 0" W44 5' - 0"4' - 6"1' - 9"LEVEL 2-FIN 111' - 1" W45 7' - 6" 3' - 6" LEVEL 2-FIN 111' - 1" C W51 2' - 2"7' - 6"5' - 6"LEVEL 2-FIN 111' - 1" LEVEL 4 132' - 0" Level 5 139' - 0" D W52 W53 W54 5' - 4" 5' - 0" 5' - 4"0' - 6 1/8"2' - 3 7/8"2' - 6 1/2"4' - 2 7/8"4' - 5 5/8" 6' - 3 3/8"LEVEL 4 132' - 0" Level 5 139' - 0" W55 3' - 6"6' - 8 1/2"7' - 10 1/2"LEVEL 4 132' - 0" Level 5 139' - 0" W56 W579' - 5 1/2"8' - 2 1/2"5' - 0" 6' - 6" 8' - 0 7/8"6' - 5 3/8"W58 9' - 0"3' - 6" LEVEL 3 FIN 121' - 6 1/4" LEVEL 4 132' - 0" W59 W60 5' - 0"9' - 0"6' - 6"9' - 0"LEVEL 3 FIN 121' - 6 1/4" LEVEL 3 121' - 0" W61 7' - 6"4' - 0"LEVEL 2-FIN 111' - 1" 2 W66 5' - 6"3' - 0" LEVEL 3 FIN 121' - 6 1/4" LEVEL 2-FIN 111' - 1" W67 W67 W68 LEVEL 1 99' - 7" E W64 1' - 0"Scale Date Drawn By Project Number As indicated 3/27/2018 9:06:21 PMA602 WINDOW TYPES AND SCHEDULESSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 WINDOW SCHEDULE TYPE COUNT Glazing Material Rated Wall Assembly W1 1 Glass-Tempered W2 1 Glass-Tempered W3 2 Glass-Laminated W4 2 Glass-Tempered W5 2 Glass-Laminated W6 3 Glass-Laminated W7 2 W8 1 Glass-Tempered W9 4 Glass-Tempered W10 4 Glass-Tempered W11 1 Glass W12 1 Glass-Tempered W13 1 Glass W14 4 Glass W15 1 Glass-Firelite-Saf ety Glass 1 HR WALL W16 9 Glass-Tempered W17 1 Glass-Tempered W18 1 Glass-Tempered W19 1 Glass-Laminated W20 1 Glass-Laminated W21 1 Glass-Laminated W22 1 Glass-Laminated W23 1 Glass-Tempered W24 1 Glass-Tempered W25 1 Glass-Tempered W26 1 Glass-Tempered W27 1 Glass-Tempered W28 10 Glass W29 2 Glass W30 3 Glass W32 1 Glass-Laminated W33 3 Glass-Laminated W34 1 Glass W35 1 Glass W36 2 Glass-Laminated W37 1 Glass W38 1 Glass-Tempered W39 1 Glass-Tempered W40 4 Glass-Laminated W41 4 Glass W42 1 Glass-Tempered W43 1 Glass W44 4 Glass W45 1 Glass-Tempered W46 1 W47 1 Glass-Laminated W48 1 Glass-Laminated W49 1 Glass-Laminated W50 2 W51 1 Glass-Tempered W52 1 Glass-Laminated W53 1 Glass-Laminated W54 1 Glass-Tempered W55 1 Glass-Tempered W56 1 Glass-Tempered W57 1 Glass-Tempered W58 1 Glass-Laminated W59 1 Glass-Tempered W60 1 Glass-Tempered W61 1 Glass W63 1 W64 2 Glass-Firelite-Saf ety Glass 1 HR WALL W65 2 Glass W66 1 Glass-Laminated W67 2 Glass-Firelite-Saf ety Glass 1 HR WALL W68 1 Glass-Firelite-Saf ety Glass 1 HR WALL W69 1 No. Description Date 1 REVISION 1 3/9/2018 06 9-15-17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 Glass-Tempered Glass- Laminated Glass- Tempered Glass- Laminated 1/4" = 1'-0"1 W1 1/4" = 1'-0"2 W2 1/4" = 1'-0"3 W3 & W4 1/4" = 1'-0"4 W5 1/4" = 1'-0"5 W6 &W7 1/4" = 1'-0"6 W8 1/4" = 1'-0"7 W9 & W10 1/4" = 1'-0"8 W11 3/16" = 1'-0"9 W12 1/4" = 1'-0"10 W13 1/4" = 1'-0"11 W14 1/4" = 1'-0"12 W15 1/4" = 1'-0"13 W16 1/4" = 1'-0"14 W17 & W18 1/4" = 1'-0"15 W19 & W20 1/4" = 1'-0"16 W21 & W22 1/4" = 1'-0"17 W23 &W24 1/4" = 1'-0"18 W25, W26, & W27 1/4" = 1'-0"19 W28 1/4" = 1'-0"20 W29 1/4" = 1'-0"21 W30 1/4" = 1'-0"22 W31 1/4" = 1'-0"23 W32 1/4" = 1'-0"24 W33 1/4" = 1'-0"25 W34 1/4" = 1'-0"26 W35 1/4" = 1'-0"27 W36 1/4" = 1'-0"28 W37 1/4" = 1'-0"29 W38 1/4" = 1'-0"30 W39 1/4" = 1'-0"31 W40 1/4" = 1'-0"32 W41 1/4" = 1'-0"33 W42 1/4" = 1'-0"34 W43 1/4" = 1'-0"35 W44 1/4" = 1'-0"36 W45 1/4" = 1'-0"37 W51 1/4" = 1'-0"38 W52, W53, & W54 1/4" = 1'-0"39 W55 1/4" = 1'-0"40 W56 & W57 1/4" = 1'-0"41 W58 1/4" = 1'-0" 42 W59 & W60 1/4" = 1'-0"43 W61 1/4" = 1'-0"44 W66 1/4" = 1'-0" 45 W67 & W68 1/4" = 1'-0"46 W64 04/04/18 12" MIN.6" JAMB EXTEND WRB 6" ONTO JAMB R.O., BOTH SIDES OF DOOR EXTEND WPM 12" MIN. ONTO EXT. WALL SHEATHING, BOTH SIDES OF DOOR AMERICAN HYDROTECH WPM EXT. PLY. 2-SIDED "PAN FLASHING" TYP. ALL EXT. DOOR THRESHOLDS CREATED OUT OF FABRIC REINFORCED PMMA WPM (DRAWING NTS) T.O. PLY OR SLAB CONT. BACKDAM; EXTEND FULL WIDTH OF R.O. EXTEND WPM ONTO SILL & BACKDAM NO PENETRATIONS THRU SILL OF R.O. PMMA WPM STEP 1 MAKE MODIFIED "I-CUT" IN THE MOISTURE BARRIER. FOLD SIDE FLAPS INTO ROUGH OPENING AND SECURE. STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 APPLY FLASHING PRIMER PRIOR TO APPLY FLASHING APPLY CONTINUOUS BEAD OF CAULK TO WALL OR BACK SIDE OF WINDOW MOUNTING FLANGE ACROSS JAMBS AND HEAD, BUT LEAVE BOTTOM SILL FLANGE UNCAULKED. CUT HEAD FLASHING TO EXTEND BEYOND OUTER EDGES OF JAMB FLASHINGS. STEP 2B: FOR AREAS WITH BUILDING PAPER OVER OVER MOISTURE BARRIER ADHERE SILL FLASHING INTO ROUGH OPENING ACROSS SILL AND UP JAMBS. SECURE FANNED EDGES WITH MECHANICAL FASTENERS. APPLY JAMB FLASHING ALONG OUTER EDGES OF WINDOW FLASHINGS AFTER WINDOW HAS BEEN INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. AT INTERIOR APPLY A CONTINUOUS BEAD OF CAULK TO THE BACK SIDE OF THE WINDOW FRAME ACROSS JAMBS, HEAD AND SILL APPLY FLASHING PRIMER OVER BUILDING PAPER PRIOR TO APPLYING FLASHING APPLY SECOND LAYER OF HEAD FLASHING TO EXTEND BEYOND OUTER EDGES OF CUT MOISTURE BARRIER TAPE ALONG ALL CUTS IN MOISTURE BARRIER AT AREAS WITH BUILDING PAPER OVER MOISUTRE BARRIER: LAP BUILDING PAPER OVER HEAD FLASHING FLIP HEAD FLAP UP AND TEMPORARILY SECURE WITH TAPE EXPOSING SHEATHING OR FRAMING MEMBERS. FLIP DOWN UPPER FLAP OF MOISTURE BARRIER SO IT LAYS FLAT ACROSS HEAD FLASHING. MOIS T U R E BARR IER MOIS T U R E BARR IER MOIS T U R E BARR IER MOIS T U R E BARR IER MOIS T U R E BARR IER MOIS T U R E BAR R IER MOIS T U R E BARR IER MOIS T U R E BARR IER MOIS T U R E BARR IER SHEA T HI N G MOIS T U R E BARR IER MOIS T U R E BARR IER MOIS T U R E BARR IER MOIS T U R E BA RR IE R MOI STUR E BARR IER MOISTURE BARRIER SHEA T HI N G BUIL D ING PA PER OVER MOIS T U R E BARR IERMOISTURE BARRIER BUIL D ING P A P E R OVER MOIS T U R E BARR IER B UILD ING PAP ER OVER MOI S TURE BARR IER MOISTURE BARRIER MOIS T U R E BARR IER MOIS T U R E BARR IER MOIS T U R E BARR IER Scale Date Drawn By Project Number As indicated 3/9/2018 2:10:54 AMA603 WINDOW DETAILSSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 1 1/2" = 1'-0" 1 WINDOW SILL @ STONE 1 1/2" = 1'-0" 2 WINDOW HEAD @ STONE 1 1/2" = 1'-0" 3 WINDOW JAMB @ STONE 1 1/2" = 1'-0" 6 WINDOW SILL @ LAP SIDING 1 1/2" = 1'-0" 7 WINDOW HEAD @ LAP SIDING 1 1/2" = 1'-0" 8 WINDOW JAMB @ LAP SIDING 1 1/2" = 1'-0" 11 WINDOW SILL @ STUCCO 1 1/2" = 1'-0" 12 WINDOW HEAD @ STUCCO 1 1/2" = 1'-0" 13 WINDOW JAMB @ STUCCO 1/2" = 1'-0" 20 MOISTURE BARRIER @ WINDOW DETAIL 1 1/2" = 1'-0" 16 WINDOW HEAD @ CONC STONE 1 1/2" = 1'-0" 15 WINDOW SILL @ CONC STONE 1 1/2" = 1'-0" 17 WINDOW JAMB @ CONC STONE 1 1/2" = 1'-0" 4 WINDOW SILL @ PATIO SLAB 1 1/2" = 1'-0" 9 WINDOW SILL @ ROOF 01 PERMIT 07.01.15 No. Description Date 06 9-15-17BLDG.PERMIT CORR. 3/4" = 1'-0"10 PAN FLASHING DETAIL Copy 1 04/04/18 REF.REF. DN C B A C .1 B.3 2 W16W16 EHU STUDIO TYPE A G16 LAV. SINK TUB/SHOWER TUB/SHWR TOILET FORWARD APPROACH RANGE WITH MICROWAVE ABOVE BUILT-IN DISHWASHER SINK PLATFORM/ ADA LIFT TO EHU/ 36" MIN. FLOOR WIDTH, 48" MIN. FLOOR DEPTH, 32" MIN. DOOR WIDTH 3 C B A C .1 B.3 W16 EHU STUDIO - TYPE B UNIT G15 LAV. SINK TUB/SHOWER 4 R.'S AT 6" 2 T.'S AT 12" GUARDRAIL AT 36-38" WITH GRIPPABLE HANDRAIL/ NO SPACE GREATER THAN 4" AT VERTICAL PICKETS/ 6" FROM AFF UPPER CABS. TALL PANTRY CABINET BUILT-IN DISH WASHER SINK STOVE WITH MICRO. ABOVE W16W16 W16 W16 Scale Date Drawn By Project Number 3/8" = 1'-0"3/23/2018 4:28:55 PMA701 ENLARGED EHU PLANSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 No. Description Date 1 REVISION 1 3/9/2018 3/8" = 1'-0"1 EHU STUDIO TYPE A Copy 1 3/8" = 1'-0"2 EHU STUDIO TYPE B Copy 1 04/04/18 6 C .1 3 A403 7 A704 A704 3 A7044 A704 6 A704 5 154 1/4" / 12" 1/4" / 12"1/2" / 12" 1/2" / 12"D - --- LEVEL 1 100' - 0" 6 7 A704 11 A851 20 A501 LEVEL 1 100' - 0" C .1 3 A403 D LEVEL 1 100' - 0" 6 LEVEL 1 100' - 0" C .1 3 A403 D LEVEL 1 100' - 0" C .1 3 A403 1/4" / 12"1/4" / 12"8210.748210.798210.798210.660' - 4 1/2" 14' - 5"8220.003' - 2 1/2" 5' - 8"0' - 4"A851 11 A501 20 TRASH/RECYLCING 154 GARAGE G01 D 6 C .1 3 A403 7 A704 A704 3 A7044 A704 6 A704 5 SLOPESLOP E SCUPPER TO DOWNSPOUT TO GRADE D - --- Scale Date Drawn By Project Number As indicated 9/15/2017 5:05:28 PMA704 TRASH ENCLOSURESKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 07.01.15 000000 1/4" = 1'-0" 1 TRASH ENCLOSURE FLOOR PLAN 1/4" = 1'-0" 3 TRASH ENCLOSURE NORTH ELEVATION 1/4" = 1'-0" 4 TRASH ENCLOSURE EAST ELEVATION 1/4" = 1'-0" 5 TRASH ENCLOSURE SOUTH ELEVATION 1/4" = 1'-0" 6 TRASH ENCLOSURE WEST ELEVATION 1/2" = 1'-0" 7 TRASH ENCLOSURE SECTION 1/4" = 1'-0" 2 TRASH ENCLOSURE ROOF PLAN 01 PERMIT 07.01.15 No. Description Date 06 09.15.17BLDG.PERMIT CORR. 04/04/18 DN G G 8 A505 18 A505 G G 1 A405 G G - 23 A505 - G G 1 A405 G G 2 A405 1 1 1.1 1.2 C C E E C .1 C .1 A602 1 1 A401 3 A407 6 A950 6 A901 B.3 27' - 9"6' - 0"2' - 0" 19' - 9" 6' - 8 3/8" 8' - 7" D A602 2 4 C C C .1 C .1 - - 2 A403 B.3 A504 20 - - Elevation 18 - a D - --- - --- - - Scale Date Drawn By Project Number 1/4" = 1'-0"12/1/2017 2:50:20 PMA750 BALCONY PLANS AND DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 07.01.15 000000 1/4" = 1'-0" 1 BALCONY 3A PLAN 1/4" = 1'-0" 2 BALCONY 3B PLAN 1/4" = 1'-0" 3 BALCONY 4A PLAN 1/4" = 1'-0" 4 BALCONY 4B PLAN 1/4" = 1'-0" 5 BALCONY 4C PLAN 1/4" = 1'-0" 6 BALCONY 3D PLAN 1/4" = 1'-0" 8 BALCONY 3E PLAN 01 PERMIT 07.01.15 No. Description Date 06 09.15.17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-1712.11.2017 04/04/18 Scale Date Drawn By Project Number 3/9/2018 2:11:01 AMA850 DOOR TYPES AND SCHEDULESSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 01 PERMIT 07.01.15 No. Description Date 06 09.15.17 BLDG.PERMIT CORR. DOOR SCHEDULE DOOR NUMBER WIDTH LEAF FIRE RATING (MIN) FRAME COMMENTS INTERIOR/EXTERIOR HEIGHT THICKNESS QUANTITY MATERIAL FINISH MATERIAL FINISH 233 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 90 HM TBD LOCKSET; PANIC HARDWARE INTERIOR LEVEL 3 301 17' - 0" 9' - 6" MTL/GLASS WEILAND LIFT AND SLIDE EXTERIOR 302 3' - 0" 7' - 6" 0' - 1 3/8" MTL/GLASS TBD MTL TBD EXTERIOR 303 11' - 5" 7' - 6" MTL/GLASS PREFINISHED SLIDER EXTERIOR 304 3' - 0" 7' - 6" 0' - 1 3/8" MTL/GLASS TBD MTL TBD EXTERIOR 305 12' - 0" 7' - 6" MTL/GLASS MTL PREFINISHED EXTERIOR 306 3' - 0" 7' - 6" 0' - 1 3/8" MTL/GLASS TBD TBD EXTERIOR 307 12' - 0" 9' - 6" MTL/GLASS PREFINISHED WEILAND LIFT AND SLIDE EXTERIOR 308 12' - 0" 9' - 6" MTL/GLASS PREFINISHED WEILAND LIFT AND SLIDE EXTERIOR 309 3' - 0" 7' - 6" 0' - 1 3/8" MTL/GLASS TBD MTL TBD EXTERIOR 310 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 45 HM TBD PANIC HARDWARE INTERIOR 311 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 45 HM TBD PANIC HARDWARE INTERIOR LEVEL 4 401 12' - 0" 7' - 0" 1 MTL/GLASS MTL PREFINISHED SLIDER EXTERIOR 402 14' - -0" 7' - 0" MTL/GLASS PREFINISHED SLIDER EXTERIOR 403 12' - 0" 7' - 0" 1 MTL/GLASS MTL PREFINISHED SLIDER EXTERIOR 404 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 45 HM TBD PANIC HARDWARE INTERIOR 405 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 45 HM TBD PANIC HARDWARE INTERIOR DOOR SCHEDULE DOOR NUMBER WIDTH LEAF FIRE RATING (MIN) FRAME COMMENTS INTERIOR/EXTERIOR HEIGHT THICKNESS QUANTITY MATERIAL FINISH MATERIAL FINISH GARAGE 001 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish HM TBD LOCKSET EXTERIOR 002 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish HM TBD LOCKSET EXTERIOR 003 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 90 HM TBD LOCKSET EXTERIOR 004 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish HM TBD KEYPAD; PANIC HARDWARE EXTERIOR 005 2' - 6" 7' - 0" 0' - 1 3/4" 1 WD TBD WD TBD PASSAGE INTERIOR 006 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD WD TBD PASSAGE INTERIOR 007 2' - 0" (x2) 7' - 0" 0' - 1 3/4" 1 WD TBD WD TBD PASSAGE INTERIOR 009 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD WD TBD PASSAGE INTERIOR 010 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD WD TBD PASSAGE INTERIOR 011 3' - 0" 7' - 0" 0' - 1 3/8" 1 WD TBD WD TBD PASSAGE INTERIOR 012 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 45 HM TBD LOCKSET INTERIOR 013 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 45 HM TBD LOCKSET INTERIOR 014 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 45 HM TBD LOCKSET INTERIOR 015 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 90 HM TBD PANIC HARDWARE INTERIOR 016 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 45 HM TBD LOCKSET INTERIOR 017 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 90 HM TBD KEYPAD INTERIOR 018 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 90 HM TBD KEYPAD INTERIOR 019 3' - 0" (x2) 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 45 HM TBD LOCKSET INTERIOR 020 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 45 HM TBD PANIC HARDWARE INTERIOR 021 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM TBD INTERIOR 022 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM TBD LOCKSET INTERIOR 023 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM TBD INTERIOR 024 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM PREFINISHED INTERIOR 025 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 90 HM TBD LOCKSET INTERIOR 026 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish HM TBD LOCKSET INTERIOR 027 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish HM TBD PASSAGE INTERIOR 028 3' - 6" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 45 HM TBD KEYPAD INTERIOR 029 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 90 HM TBD KEYPAD INTERIOR 030 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 90 HM TBD LOCKSET INTERIOR 031 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 90 HM TBD KEYPAD INTERIOR 032 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 90 HM TBD PANIC HARDWARE INTERIOR 033 8' - 0" 6' - 6" 0' - 2" 1 MTL TBD 0 MTL TBD GARAGE DOOR INTERIOR 034 18' - 6" 8' - 6" 0' - 2" 1 MTL TBD 0 MTL TBD GARAGE DOOR INTERIOR LEVEL 1 101 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish HM TBD KEYPAD; PANIC HARDWARE EXTERIOR 102 2' - 8" 7' - 0" 0' - 1 3/8" MTL/GLASS Mtl Finish 45 TBD LOCKSET; PANIC HARDWARE EXTERIOR 103 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL 45 HM LOCKSET EXTERIOR 104 2' - 8" 7' - 0" 0' - 1 3/8" 2 MTL/GLASS Mtl Finish 45 HM TBD LOCKSET; PANIC HARDWARE EXTERIOR 105 6' - 0" 7' - 0" 0' - 2" MTL/GLASS Mtl Finish 45 TBD AUTOMATIC DOOR EXTERIOR 106 2' - 8" 7' - 0" 0' - 1 3/8" 2 MTL/GLASS Mtl Finish 45 HM TBD LOCKSET; PANIC HARDWARE EXTERIOR 107 3' - 0" 7' - 0" 0' - 1 3/8" MTL/GLASS Mtl Finish 45 TBD LOCKSET; PANIC HARDWARE EXTERIOR 108 3' - 0" 7' - 0" 0' - 1 3/8" MTL/GLASS Mtl Finish 45 TBD LOCKSET; PANIC HARDWARE EXTERIOR 109 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 45 HM TBD KEYPAD; PANIC HARDWARE EXTERIOR 110 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 90 HM TBD PANIC HARDWARE EXTERIOR 111 3' - 6" 7' - 0" 0' - 1 3/8" 2 MTL Mtl Finish HM TBD KEYPAD EXTERIOR 112 2' - 8" 7' - 0" 0' - 1 3/8" 2 MTL/GLASS Mtl Finish 45 HM TBD LOCKSET; PANIC HARDWARE EXTERIOR 113 3' - 0" (x2) 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 45 HM TBD LOCKSET; PANIC HARDWARE INTERIOR 114 2' - 10" (x2) 7' - 0" 0' - 1 3/8" 2 MTL Mtl Finish HM TBD LOCKSET INTERIOR 115 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM TBD KEYPAD INTERIOR 116 3' - 0" 7' - 0" 0' - 1 3/4" MTL Mtl Finish HM TBD PASSAGE INTERIOR 117 3' - 0" 7' - 0" 0' - 1 3/8" 1 WD TBD WD TBD LOCKSET INTERIOR 118 3' - 0" 7' - 0" 0' - 1 3/4" MTL Mtl Finish HM TBD PASSAGE INTERIOR 119 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish HM TBD PASSAGE INTERIOR 120 3' - 0" 7' - 0" 0' - 1 3/8" 1 WD TBD WD TBD LOCKSET INTERIOR 121 3' - 0" 7' - 0" 0' - 1 3/4" MTL Mtl Finish HM TBD PASSAGE INTERIOR 122 3' - 0" 7' - 0" 0' - 1 3/4" MTL Mtl Finish HM TBD PASSAGE INTERIOR 123 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish HM TBD PASSAGE INTERIOR 124 3' - 0" 7' - 0" 0' - 1 3/4" MTL Mtl Finish HM TBD PASSAGE INTERIOR 125 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM TBD KEYPAD INTERIOR 126 3' - 0" 7' - 0" 0' - 1 3/8" 1 WD TBD WD TBD LOCKSET INTERIOR 127 2' - 10" (x2) 7' - 0" 0' - 1 3/8" 2 MTL Mtl Finish 45 HM TBD LOCKSET; PANIC HARDWARE INTERIOR 128 2' - 8" (X2) 7' - 0" 0' - 1 3/8" MTL Mtl Finish 45 HM TBD LOCKSET INTERIOR 129 2' - 8" (X2) 7' - 0" 0' - 1 3/8" MTL Mtl Finish 0 HM TBD LOCKSET INTERIOR 130 2' - 10" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 45 HM TBD KEYPAD INTERIOR 131 2' - 10" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish HM TBD KEYPAD INTERIOR 132 7' - 0" 0' - 1 3/8" 1 WD TBD HM 133 7' - 0" 0' - 1 3/4" 2 WD TBD WD LEVEL 2 201 2' - 0" (x2) 7' - 0" 0' - 1 3/8" 2 MTL TBD HM DOUBLE DOOR; KEYPAD EXTERIOR 202 3' - 8" 7' - 6" 0' - 1 3/8" Storefront Frame TBD LOCKSET; PANIC HARDWARE EXTERIOR 203 3' - 8" 7' - 6" 0' - 1 3/8" MTL/GLASS Storefront Frame HM LOCKSET; PANIC HARDWARE EXTERIOR 204 20' - 0" 7' - 6" MTL/GLASS 0 HM SLIDER; 4 PANEL; LOCKSET EXTERIOR 205 20' - 0" 7' - 6" MTL/GLASS HM SLIDER; 4 PANEL; LOCKSET EXTERIOR 206 3' - 0" 7' - 6" 0' - 1 3/8" Storefront Frame LOCKSET; PANIC HARDWARE EXTERIOR 207 6' - 0" (x2) 7' - 6" 0' - 1 3/8" MTL/GLASS Mtl Finish HM TBD LOCKSET; PANIC HARDWARE EXTERIOR 208 3' - 6" 7' - 6" 0' - 1 3/8" MTL/GLASS Mtl Finish HM TBD LOCKSET; PANIC HARDWARE EXTERIOR 209 3' - 0" 7' - 0" 0' - 1" MTL Mtl Finish 90 HM KEYPAD; PANIC HARDWARE EXTERIOR 210 3' - 0" 7' - 0" 0' - 1 3/4" MTL Mtl Finish 90 HM TBD PANIC HARDWARE INTERIOR 211 2' - 6" 7' - 0" 0' - 1 3/8" MTL Mtl Finish 90 HM TBD LOCKSET INTERIOR 212 2' - 0" (x2) 7' - 0" 0' - 1 3/8" MTL Mtl Finish HM TBD PASSAGE INTERIOR 213 2' - 0" (x2) 7' - 0" 0' - 1 3/8" MTL Mtl Finish HM TBD LOCKSET INTERIOR 214 3' - 0" (x2) 7' - 0" 0' - 1 3/8" MTL/GLASS Mtl Finish HM TBD LOCKSET INTERIOR 215 3' - 0" (x2) 7' - 0" 0' - 1 3/8" MTL/GLASS Mtl Finish HM TBD LOCKSET INTERIOR 216 3' - 0" (x2) 7' - 0" 0' - 1 3/8" MTL/GLASS Mtl Finish HM TBD LOCKSET INTERIOR 217 3' - 0" 7' - 0" 0' - 1 3/8" MTL Mtl Finish 45 HM TBD PANIC HARDWARE INTERIOR 218 3' - 0" 7' - 0" 0' - 1 3/8" MTL Mtl Finish 0 HM TBD LOCKSET INTERIOR 219 3' - 0" 7' - 0" 0' - 1 3/8" MTL Mtl Finish HM LOCKSET INTERIOR 220 3' - 0" 7' - 0" 0' - 1 3/8" MTL Mtl Finish HM TBD PASSAGE INTERIOR 221 3' - 0" 7' - 0" 0' - 1 3/8" MTL Mtl Finish HM TBD PASSAGE INTERIOR 222 3' - 6" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish HM TBD LOCKSET; PANIC HARDWARE INTERIOR 223 3' - 0" 7' - 0" 0' - 1 3/8" MTL Mtl Finish HM TBD PASSAGE INTERIOR 224 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish HM TBD LOCKSET INTERIOR 225 3' - 0" 6' - 8" 0' - 2" WD WD TBD LOCKSET; BARN INTERIOR 226 3' - 0" 6' - 8" 0' - 2" WD WD TBD LOCKSET; BARN INTERIOR 227 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM TBD LOCKSET INTERIOR 228 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 90 HM TBD LOCKSET INTERIOR 229 3' - 0" 7' - 0" 0' - 1 3/8" MTL Mtl Finish HM TBD LOCKSET INTERIOR 230 3' - 0" 7' - 0" 0' - 1 3/8" MTL Mtl Finish 90 HM TBD PASSAGE INTERIOR 231 2' - 0" (x2) 7' - 0" 0' - 1 3/8" MTL Mtl Finish HM TBD KEYPAD INTERIOR 232 3' - 0" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 90 HM TBD PANIC HARDWARE INTERIOR 04/04/18 5/8" GYP. 2X6 FRAMING INSULATION EXT GRADE OSB VAPOR BARRIER RIGID FOAM INSULATION LAP SIDING METAL FLASHING HEADER BLOCKING DOOR JAMB STOP DOOR EXT TRIM SEALANT AND BACKER ROD 5/8" INTERIOR GYP. 2X6 FRAMING WALL INSULATION TRIM JAMB EXT. TRIM EXTERIOR GRADE OSB VAPOR BARRIER RIGID FOAM INSULATION HORIZONTAL LAP SIDING SWING DOOR SWING DOOR THRESHOLD FINISH FLOOR SUBFLOOR INSULATION SOUND INSULATION FLOOR LEVELING CONCRETE PAVERS SAND SUBSTRATE WATERPROOFING MAT 6" CONCRETE DECK 5/8" INTERIOR GYP. 2X4 FRAMING WALL INSULATION CONCRETE SUBSTRATE WALL VAPOR BARRIER RIGID FOAM INSULATION DRAINAGE MAT STEEL TAPCON W/METAL TIE STONE VANEER METAL FLASHING STEEL L-ANGLE HEADER BLOCKING FOR SLIDING DOOR SLIDER TRACK SLIDING DOORS TRIM JAMB 5/8" INTERIOR GYP. 2X4 FRAMING WALL INSULATION CONCRETE SUBSTRATE JAMB BLOCKING JAMB SWING DOOR STEEL L-ANGLE TRIM VAPOR BARRIER RIGID FOAM INSULATION DRAINAGE MAT TAPCON W/STEEL TIE STONE VANEER SLIDING DOORS CONCRETE PAVERS SAND SUBSTRATE WATERPROOFING MAT 6" CONCRETE DECK SLIDING DOOR THRESHOLD FINISH FLOOR SUBFLOOR BLOCKING INSULATION SOUND INSULATION FLOOR LEVELING 5/8" INTERIOR GYP. 2X4 FRAMING WALL INSULATION CONCRETE SUBSTRATE WALL HEADER BLOCKING FOR SLIDING DOOR JAMB HEADER BLOCKING TRIM STOP VAPOR BARRIER RIGID FOAM INSULATION DRAINAGE MAT STEEL TAPCON W/METAL TIE STONE VANEER METAL FLASHING STEEL L-ANGLE DOOR 5/8" INTERIOR GYP. 2X4 FRAMING WALL INSULATION CONCRETE SUBSTRATE JAMB BLOCKING JAMB STOP SWING DOOR VAPOR BARRIER RIGID FOAM INSULATION DRAINAGE MAT TAPCON W/STEEL TIESTONE VANEER STEEL L-ANGLE TRIM CONCRETE PAVERS SAND SUBSTRATE WATERPROOFING MAT 6" CONCRETE DECK SWING DOOR THRESHOLD FINISH FLOOR SUBFLOOR INSULATION SOUND INSULATION FLOOR LEVELING 1/2" OSB & 2X6 HEADER BLOCKING TRIM STOP SWING DOOR GLASS WINDOW JAMB RIGID INSULATION TRIM LAP SIDING BLOCKING 5/8" INTERIOR GYP 1/4" CASING WINDOW JAMB SWING DOOR STOP DOOR JAMB TRIM HORIZONTAL LAP SIDING RE: DOOR MANUF 18 3/4" (N.T.S.) 0' - 5 3/4" 5/8" INTERIOR GYP. 2X4 FRAMING WALL INSULATION BLOCKING JAMB STOP TRIM EXTERIOR GRADE OSB RIGID FOAM INSULATION DRAINAGE MAT SELF-FURRING METAL LATH STUCCO SWING DOOR 5/8" INTERIOR GYP. 2X4 FRAMING WALL INSULATION HEADER BLOCKING TRIM DOOR STOP JAMB EXTERIOR GRADE OSB RIGID FOAM INSULATION DRAINAGE MAT SELF-FURRING METAL LATH STUCCO METAL FLASHING 1/2" OSB & 2X6 HEADER BLOCKING TRIM TRACK SLIDING DOOR GLASS WINDOW JAMB Scale Date Drawn By Project Number As indicated 3/9/2018 2:11:09 AMA851 DOOR DETAILSSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 1 1/2" = 1'-0" 1 SWING DOOR HEAD @ LAP SIDING 1 1/2" = 1'-0" 2 SWING DOOR JAMB @ LAP SIDING 1 1/2" = 1'-0" 3 SWING DOOR THRESHOLD @ SOUTH PATIO 1 1/2" = 1'-0" 6 SLIDER HEAD @ STONE 1 1/2" = 1'-0" 7 SLIDER JAMB @ STONE 1 1/2" = 1'-0" 8 SLIDER THRESHOLD @ SOUTH PATIO 1 1/2" = 1'-0" 11 SWING DOOR HEAD @ STONE 1 1/2" = 1'-0" 12 SWING DOOR JAMB @ STONE 1 1/2" = 1'-0" 4 SWING DOOR THRESHOLD @ CONDO PATIO 3" = 1'-0" 13 SWING DOOR HEAD @ TRANSOM 3" = 1'-0" 14 SWING DOOR JAMB @ WINDOW 1" = 1'-0" 16 COILING OVRHD DOOR HEAD 3" = 1'-0" 17 COILING OVRHD DOOR JAMB 1 1/2" = 1'-0" 9 SWING DOOR HEAD @ STUCCO 1 1/2" = 1'-0" 10 SWING DOOR JAMB @ STUCCO 3" = 1'-0" 5 SLIDER HEAD @ TRANSOM 01 PERMIT 07.01.15 No. Description Date 06 09.15.17BLDG.PERMIT CORR. 04/04/18 UP DN UP UP DN 10.1 C .1 8 A901 9' - 8 3/4" CLEAR 3' - 10"5' - 5 1/2"9 TREADS @ 11"8' - 3"4' - 3 1/2" CLEAR 7' - 11 3/4"3' - 4"6 A9015/8" GYP. BOARD ON 7/8" HAT CHANNEL REINF. CONCRETE FOUNDATION WALL; RE: STRUCT DRAINAGE MAT ON 2" RIGID EXTRUDED POLYSTYRENE ON WATERPROOFING MEMBRANE PRECAST CONCRETE STAIRS 10.1 C .1 C .1 8 A901 10 TREADS @ 11"9' - 0 1/8" 4' - 6 1/2"6' - 2 5/8"8 TREADS @ 11"7' - 4"0' - 6 3/8"3' - 11 3/4"6 A901 X40 X40 40 5/8" GYP. BOARD ON 7/8" HAT CHANNEL REINF. CONCRETE FOUNDATION WALL; RE: STRUCT DRAINAGE MAT ON 2" RIGID EXTRUDED POLYSTYRENE ON WATERPROOFING MEMBRANE PRECAST CONCRETE STAIRS D APPROVED BARRIER GATE TO GARAGE LEVEL PER IBC 1022.8 E 10.1 C .1 6 A950 8 A901 6' - 2 5/8"8 TREADS @ 11"7' - 4"9 TREADS @ 11"8' - 3"6 A901 D E 10.1 C .1 C .1 8 A901 0' - 11 1/2"6' - 2 5/8"8 TREADS @ 11"7' - 4"8 TREADS @ 11"7' - 4" 7' - 2 1/8"6 A901 D E LEVEL 1 7" 2 0" GARAGE 88' - 0" LEVEL 3 121'-0" LEVEL 4 132' - 0" C .1 9 RISERS5' - 0"9 RISERS5' - 0"11' - 5" 11' - 7" A508 10 124' - 10 3/4" D GUARDRAIL @ AND GRIPPABLE HANDRAIL @ 36"-38" AFF; PICKETS LESS THAN 4" OPENING; LESS THAN 6" OPENING AFF. GUARDRAIL @ AND GRIPPABLE HANDRAIL @ 36"-38" AFF; PICKETS LESS THAN 4" OPENING; LESS THAN 6" OPENING AFF. GUARDRAIL @ AND GRIPPABLE HANDRAIL @ 36"-38" AFF; PICKETS LESS THAN 4" OPENING; LESS THAN 6" OPENING AFF. CLUB LEVEL 1 FIN. FLOOR 99'-11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121'-6 1/4" E 10 R.'S @ 6-13/16" 11 R.'S @ 6-13/16" 10 R.'S @ 6-11/16" 9 R.'S @ 6-13/16" 9 R.'S @ 6-13/16" 10 R.'S @ 6-11/16" 9 T.'S @ 12" 10 T.'S @ 12" 9 T.'S @ 12" 9 T.'S @ 12" 8 T.'S @ 12" 8 T.'S @ 12" LEVEL 1 7" LEVEL 2 0" GARAGE 88' - 0" LEVEL 3 121' - 0" C .1D 10 R.'S @ 6-13/16" 11 R.'S @ 6-13/16" 10 R.'S @ 6-11/16" 9 R.'S @ 6-13/16" 9 R.'S @ 6-13/16"3' - 1"10 R.'S @ 6-11/16" GUARDRAIL @ AND GRIPPABLE HANDRAIL @ 36"-38" AFF; PICKETS LESS THAN 4" OPENING; LESS THAN 6" OPENING AFF. GUARDRAIL @ AND GRIPPABLE HANDRAIL @ 36"-38" AFF; PICKETS LESS THAN 4" OPENING; LESS THAN 6" OPENING AFF. GUARDRAIL @ AND GRIPPABLE HANDRAIL @ 36"-38" AFF; PICKETS LESS THAN 4" OPENING; LESS THAN 6" OPENING AFF. CLUB LEVEL 1 FIN. FLOOR 99'-11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" E 9 T.'S @ 12" 10 T.'S @ 12" 9 T.'S @ 12" 9 T.'S @ 12" 8 T.'S @ 12" 8 T.'S @ 12" Scale Date Drawn By Project Number 1/4" = 1'-0"3/9/2018 2:11:21 AMA901 WEST STAIR PLANS AND SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 1/4" = 1'-0" 1 WEST STAIR - GARAGE PLAN 1/4" = 1'-0" 2 WEST STAIR - LEVEL 1 PLAN 1/4" = 1'-0" 3 WEST STAIR - LEVEL 2 PLAN 1/4" = 1'-0" 4 WEST STAIR - LEVEL 3 PLAN 1/4" = 1'-0" 8 WEST STAIR SECTION 1/4" = 1'-0" 6 WEST STAIR SECTION1 7 WEST STAIR ISOMETRIC5WEST STAIR ISOMETRIC 01 PERMIT 07.01.15 No. Description Date 06 09.15.17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 04/04/18 UP DN UP DN UTE B 6 5 A902 10 TREADS @ 11"9' - 2" 3' - 7 1/4"CLEAR 3' - 7" CLEAR 3' - 7" 0' - 9 1/2" 8' - 7" 0' - 8" 5' - 0" 3' - 4" 1' - 4" 10' - 4" 6 A902 6 5 A902 1' - 0" CLEAR 3' - 7"8 TREADS @ 11"7' - 4"4' - 7" 9 TREADS @ 11"8' - 3"6 A902 E 6 5 A902 9 TREADS @ 11"8' - 3"8 TREADS @ 11"7' - 4"6 A902 E 6 F 5 A902 6 A902 9 TREADS @ 11"8' - 3"8 TREADS @ 11"7' - 4"CLEAR 3' - 7" 1' - 0" CLEAR 3' - 7" E LEVEL 1 7" LEVEL 2 0" GARAGE 88' - 0" LEVEL 3 121' - 0" F 1 A302 1 A404 0' - 10 1/4"11' - 7"3' - 10 3/4"10' - 0" 11' - 5" 11' - 7"GUARDRAIL @ AND GRIPPABLE HANDRAIL @ 36"-38" AFF; PICKETS LESS THAN 4" OPENING; LESS THAN 6" OPENING AFF. GUARDRAIL @ AND GRIPPABLE HANDRAIL @ 36"-38" AFF; PICKETS LESS THAN 4" OPENING; LESS THAN 6" OPENING AFF. GUARDRAIL @ AND GRIPPABLE HANDRAIL @ 36"-38" AFF; PICKETS LESS THAN 4" OPENING; LESS THAN 6" OPENING AFF.CLUB LEVEL 1 FIN. FLOOR 99'-11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" E 10 R.'S @ 6-13/16" 11 R.'S @ 6-13/16" 10 R.'S @ 6-11/16" 9 R.'S @ 6-13/16" 9 R.'S @ 6-13/16" 10 R.'S @ 6-11/16" 9 T.'S @ 12" 10 T.'S @ 12" 9 T.'S @ 12" 9 T.'S @ 12" 8 T.'S @ 12" 8 T.'S @ 12" LEVEL 1 7" LEVEL 2 0" GARAGE 88' - 0" LEVEL 3 121' - 0" F 1 A302 1 A404 3' - 10 3/4"10' - 0"11' - 5"11' - 7"10' - 0"11' - 5"11' - 7"7586 SF GARAGE G01 490 SF BOILER ROOM G09 16' - 9 3/4" 0' - 8" 0' - 10 1/4" 124' - 10 3/4" GUARDRAIL @ AND GRIPPABLE HANDRAIL @ 36"-38" AFF; PICKETS LESS THAN 4" OPENING; LESS THAN 6" OPENING AFF. GUARDRAIL @ AND GRIPPABLE HANDRAIL @ 36"-38" AFF; PICKETS LESS THAN 4" OPENING; LESS THAN 6" OPENING AFF. GUARDRAIL @ AND GRIPPABLE HANDRAIL @ 36"-38" AFF; PICKETS LESS THAN 4" OPENING; LESS THAN 6" OPENING AFF. CLUB LEVEL 1 FIN. FLOOR 99'-11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" E 10 R.'S @ 6-13/16" 11 R.'S @ 6-13/16" 10 R.'S @ 6-11/16" 9 R.'S @ 6-13/16" 9 R.'S @ 6-13/16" 10 R.'S @ 6-11/16" 9 T.'S @ 12" 10 T.'S @ 12" 9 T.'S @ 12" 9 T.'S @ 12" 8 T.'S @ 12" 8 T.'S @ 12" Scale Date Drawn By Project Number 1/4" = 1'-0"3/9/2018 2:11:32 AMA902 EAST STAIR PLANS AND SECTIONSSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 1/4" = 1'-0" 1 EAST STAIR - GARAGE PLAN 1/4" = 1'-0" 2 EAST STAIR - LEVEL 1 PLAN 1/4" = 1'-0" 3 EAST STAIR - LEVEL 2 PLAN 1/4" = 1'-0" 4 EAST STAIR - LEVEL 3 PLAN 1/4" = 1'-0" 5 EAST STAIR SECTION 1 1/4" = 1'-0" 6 EAST STAIR SECTION 27EAST STAIR ISO SECTION 1 8 EAST STAIR ISO SECTION 2 01 PERMIT 07.01.15 No. Description Date 06 09.15.17BLDG.PERMIT CORR. 04/04/18 DN UP DN UP DN LEVEL 4 132' - 0" T.O. CHIMNEY 149' - 0" F GUARDRAIL @ AND GRIPPABLE HANDRAIL @ 36"-38" AFF; PICKETS LESS THAN 4" OPENING; LESS THAN 6" OPENING AFF. A903 9 CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" E 10 R.'S @ 6-13/16" 11 R.'S @ 6-13/16" 10 R.'S @ 6-11/16" 9 R.'S @ 6-13/16" 9 R.'S @ 6-13/16" 10 R.'S @ 6-11/16" 9 T.'S @ 12" 10 T.'S @ 12" 9 T.'S @ 12" 9 T.'S @ 12" 8 T.'S @ 12" 8 T.'S @ 12" A570 10 36 ? 36 36 34 36 34 34 3 8 A903 6 A903 4' - 3 1/8" 8' - 3"36 36 34 34 34 36 45 MIN. DR 45 MIN.DR 45 MIN.DR 6' - 4 1/4" 2' - 0 1/8" 8' - 4 3/8" 3' - 9 3/4" E 36 W64 112106 107 34 4' - 4 1/8"73 73 W64 WATER CURTAIN WATER CURTAINWATER CURTAIN 3 8 A903 6 A903 8 TREADS @ 11"7' - 4"9' - 2 1/8" 8 TREADS @ 11"7' - 4"CLEAR 3' - 7" 36 34 43 E 217 43 36 36 WATER CURTAIN WATER CURTAINWATER CURTAIN3 8 A903 6 A903 36 43 36 34 E 311310 36 3 6 A903 36 36 36 36 34 8' - 1" E 404 405 LEVEL 4 132' - 0" T.O. CHIMNEY 149' - 0" 1 A302 GUARDRAIL @ AND GRIPPABLE HANDRAIL @ 36"-38" AFF; LESS THAN 4" OPENING; LESS THAN 6" OPENING AFF. A903 10 CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" E 10 R.'S @ 6-13/16" 11 R.'S @ 6-13/16" 10 R.'S @ 6-11/16" 9 R.'S @ 6-13/16" 9 R.'S @ 6-13/16" 10 R.'S @ 6-11/16" 9 T.'S @ 12" 10 T.'S @ 12" 9 T.'S @ 12" 9 T.'S @ 12" 8 T.'S @ 12" 8 T.'S @ 12" A570 10 SIM 36 36 36 36 34 34 34 ? CLUB LEVEL 1 FIN. FLOOR 99' - 11"0' - 3 1 /2"0' - 5 7/8"3' - 4 3/4" 1-1/2" X 2" TUBE STEEL TOP RAIL 3-1/2" MAX. AIR SPACE 1-1/4" U CHANNEL W/ 3" SQ. WIRE MESH INFILL; ALIGNS W/ HANDRAIL STEEL TABS AT PANEL TO POST CONNECTION 2 X 2" TUBE STEEL COLUMN PLATE STEEL AS STAIR STRINGER W/ RAILINGWELEDED OR SCREWED TO OPEN SIDE. RAILING DOES NOT PENETRATE THE PRECAST TREADS 1-1/4" DIA GRASPABLE HANDRAIL AT STAIR INTERIOR- CONTINUOUS; 34"-38" MAX. HEIGHT OPE N OPE N OPE N OPE N OPE N OPE N 1 ' - 0"0' - 3 1/2"CLUB LEVEL 1 FIN. FLOOR 99' - 11"3' - 5 7/8"0' - 3 1/2"3' - 10 5/8"1-1/2" X 2" TUBE STEEL TOP RAIL 3-1/2" MAX. AIR SPACE 1-1/4" U CHANNEL W/ 3" SQ. WIRE MESH INFILL; ALIGNS W/ HANDRAIL STEEL TABS AT PANEL TO POST CONNECTION 2 X 2" TUBE STEEL COLUMN PLATE STEEL AS STAIR STRINGER W/ RAILINGWELEDED OR SCREWED TO OPEN SIDE. RAILING DOES NOT PENETRATE THE PRECAST TREADS 1-1/4" DIA GRASPABLE HANDRAIL AT STAIR INTERIOR- CONTINUOUS; 34"-38" MAX. HEIGHT 1' - 0"O PEN O PEN O PEN O PEN O PEN O PEN 0' - 0 3/4" E Scale Date Drawn By Project Number As indicated 3/23/2018 4:29:05 PMA903 CENTRAL STAIR PLANS AND SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 1/4" = 1'-0" 8 CENTRAL STAIR SECTION 1/4" = 1'-0" 1 CENTRAL STAIR - LEVEL 1 1/4" = 1'-0" 2 CENTRAL STAIR - LEVEL 2 1/4" = 1'-0" 3 CENTRAL STAIR - LEVEL 3 1/4" = 1'-0" 4 CENTRAL STAIR - LEVEL 4 1/4" = 1'-0" 6 CENTRAL STAIR SECTION 7 CENTRAL STAIR ISOMETRIC SECTION 15CENTRAL STAIR ISOMETRIC SECTION 2 01 PERMIT 07.01.15 No. Description Date 1 REVISION 1 3/9/2018 06 09.15.17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 3/8" = 1'-0"9 CENTRAL STAIR SECTION - TYP. RAILING INTERIOR 3/8" = 1'-0"10 CENTRAL STAIR SECTION- TYP. RAILING EXTERIOR 04/04/18 UP DN LEVEL 1 7" LEVEL 2 0" F HG W61 VFY LOCATION OF FLOOR DRAINS AND SNOWMELT UNDERNEATH BAR GRATE STAIRS 7' - 11 1/8"3' - 4 3/4"3' - 0"1' - 0"0' - 7 1/16"PLANTER CLUB LEVEL 1 FIN. FLOOR 99' -11" LEVEL 2-FIN 111' - 1" 10.1 F H G 4 A904 80 36 36 43 VFY LOCATION OF FLOOR DRAINS AND SNOWMELT UNDERNEATH BAR GRATE STAIRS. VFY ACCESS FOR CLEAN OUT UNDER STAIR CLEAN OUT ACCESS19 R.'S AT 6-13/16"18 T'S AT 12"GUARDRAIL W/ GRIPPABLE HANDRAIL @ 36" AFF 10.1 F H G 4 A904 X28 X40 W61 CLUB ROOM 207 MECH 209 19 R.'S AT 6-13/16"18 T'S AT 12"OPEN TO BELOW PLANTER PLANTER A602 43 F G 3 A904 GUARDRAIL W/ GRIPPABLE HANDRAIL @ 36" AFF STORAGE UNDER STAIR19 R.'S @ 6-13/16"18 T'S @ 11"H G 3 A904 2 A409 G1 G2 19 R.'S @ 6-13/16"18 T'S @ 11"A2039 A203 3 LEVEL 3 121' - 0" F H G 8' - 3 1/4" 1' - 0"0' - 6 11/16" 3' - 5 1/16"3' - 0"GUARDRAIL @ AND GRIPPABLE HANDRAIL @ 36"-38" AFF; PICKETS LESS THAN 4" OPENING; LESS THAN 6" OPENING AFF. CLUB LEVEL 1 FIN. FLOOR 99' - 11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" Scale Date Drawn By Project Number 1/4" = 1'-0"3/9/2018 2:12:11 AMA904 STAIR PLANS AND SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 1/4" = 1'-0" 4 PATIO STAIR SECTION 1/4" = 1'-0" 5 PATIO STAIR LEVEL 1 PLAN 1/4" = 1'-0" 6 PATIO STAIR LEVEL 2 PLAN 1/4" = 1'-0" 1 MISC STAIR 01 - LEVEL 1 PLAN 1/4" = 1'-0" 2 MISC STAIR 01 - LEVEL 2 PLAN 1/4" = 1'-0" 3 MISC STAIR 01 SECTION 01 PERMIT 07.01.15 No. Description Date 06 09.15.17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 04/04/18 DN REF. REF.REF. REF. 4'-0" 4'-0" 4'-0"7'-0"7'-0"8'-1"CONCEALED GUTTERS TO CONCEALED DRAIN LEADERS CONCEALED GUTTERS TO CONCEALED DRAIN LEADERS SCONCE SCONCE SPOT SPOT SCONCE SCONCE SCONCE SCONCESCONCESCONCE SCONCESCONCESCONCESCONCESPOTSPOTSCONCESCONCESCONCECAN CAN CANCANCAN STEPCAN CAN CANCAN CAN CAN CAN CAN CAN CAN CAN CANCAN CAN CAN CAN CAN CAN CAN CAN CAN CAN CAN CAN CAN CAN CAN CANCAN SCONCE SCONCE SCONCE SCONCE SCONCE STEPSTEPSTEPSTEPSTEPSTEPSTEPSTEPSTEPSTEPSTEPSTEP STEP STEPSTEPSTEP STEP STEP STEP STEP STEP STEP STEP STEP SPOTSPOTSPOTSPOTSTEP STEP STEP STEP STEP STEP STEP STEP STEP STEP STEP STEP STEP STEP STEP STEPSPOTCANCAN STEP STEPSTEP STEP STEPSTEPSTEPA D D R E S S SI GNAGE SCONCE STEP STEPSTEPSTEPSTEPSTEP STEP STEPSTEPSTEPSTEP-LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1-LVL 3 -LVL 3 SCONCESTEP -LVL 1 -LVL 1-LVL 1- L VL 1 -LVL 1-LVL G-LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 STEP -LVL G -LVL G-LVL G -LVL G -LVL G-LVL G -LVL G -LVL G -LVL G -LVL 3 -LVL 3-LVL 3 -LVL 2-LVL 2-LVL 2 -LVL 3-LVL 3-LVL 1 -LVL 1 -LVL 1 -LVL 1-LVL 1 -LVL 3-LVL 3 -LVL 3 -LVL 3 -LVL 3-LVL 1 -LVL 2 -LVL 2-LVL 2-LVL 2 -LVL 2 -LVL 1-LVL 1 -LVL 1-LVL 2-LVL 2-LVL 2-LVL 1-LVL 1 -LVL 1-LVL 2-LVL 2-LVL 2-LVL 2 -LVL 2 -LVL 2 -LVL 2 -LVL 2 -LVL 2 -LVL 1-2 -LVL 2-LVL 2-LVL 2-LVL 2 -LVL 2 -LVL 2 -LVL 2 -LVL 4-LVL 4-LVL 4-LVL 4-LVL 4 -LVL 4-LVL 4-LVL 3-LVL 3-4-LVL 3-4-LVL 3-4DOOR-LVL 2 DOOR -LVL 2DOOR-LVL 2DOOR -LVL 2 B.3 2 D STEP LIGHT, +18", U.O.N. EXTERIOR SCONCE, +7'-6", U.O.N. LIGHTING LEGEND RECESSED CAN LIGHT, CEILINGS DOWN LIGHT OVER ENTRANCES LANDSCAPE SPOT LIGHT, STRUCTURE UP - LIGHT SCONCE STEP CAN DOOR SPO T SYMBOL DESCRIPTION MANUFACTURER COUNT HINKLEY, ATLANTIS HINKLEY, 40W G9 BRICK HINKLEY, TYP. HINKLEY, ATLANTIS HINKLEY, 35W SPOT 25 60 36 4 9 Scale Date Drawn By Project Number As indicated 9/15/2017 5:21:49 PMAS906 SITE LIGHTING PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 07.01.15 000000 1/8" = 1'-0"1 SITE LIGHTING PLAN 3/16" = 1'-0" LIGHTING LEGEND No. Description Date 06 09.15.17BLDG.PERMIT CORR. 04/04/18 1 1 0.1 0.1 6 A950 80 34 46 34 3488 34 9' - 8 3/4" WEST BREEZEWAY 116 WEST ELEV VEST 118 WEST PENTHOUSE STORAGE 117 WEST STAIR WS1 R 11 ' - 10 1 /2" 2' - 10 1/8" 6' - 1" 6' - 2 1/8" E 1 0.1 F 6 A950 80 73 73 8' - 11 5/8"9' - 8 3/4" 88 88 MECH G02 TRASH/RECYCLE-W G17 GARAGE G01 WEST STAIR WS0 EL. VEST G18 TUNE SHOP RECEPTION G03 9' - 10" 6' - 2 1/8" 73 73 1 1 0.1 0.1 6 A950 3' - 10 3/8" 5' - 10 3/8" 6' - 2 1/8" 43 X17 X17 73 3380 X40 WEST STAIR WS2 MECH 209 CLUB ROOM 2078' - 9 1/4"33 E 10.1 6 A950 9' - 8 3/4" 3' - 10 3/8" 1' - 7" W58 13 8.00°8' - 11 5/8"5' - 8 1/8"8' - 11 3/4" 8' - 6"7' - 7"A602 41 A258 1 2 A2583 E 1 0.1 6 A950 W563' - 10 3/8" W55 13 13 8' - 1 3/4" 2' - 11 1/4"1' - 7" 8.00°5' - 7 5/8"8' - 11 5/8" X73 W47 A602 39 A602 40 A602 42 A2586 A261 5 7 E LEVEL 1 7" LEVEL 2 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" T.O. CHIMNEY 149' - 0" F 17' - 0"11' - 0" 10' - 0" 11' - 5" 11' - 7" 5' - 0" 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT VAPOR RETARDER PRECAST DOUBLE-T; RE: STRUCT 3.5"CONCRETE TOPPING; RE: STRUCT w/ 1/2" DRAINAGE BOARD ABOVE 4-1/2" CONCRETE SLAB ON 2" METAL DECK 4-1/2" CONCRETE SLAB ON 2" METAL DECK ROOF JOISTS; RE: STRUCT STANDING SEAM METAL ROOF 3" SPRAY FOAM INSULATION (R-19) 1-1/2" CONCRETE TOPPING SLAB 3/4" FLOOR SHEATHING; RE: STRUCT FLOOR JOISTS; RE: STRUCT 5/8" GYPSUM BOARD SPRAY APPLIED FIREPROOFING MECH 209 WEST BREEZEWAY 116 WEST ELEV VEST 118 GARAGE G01 EL. VEST G18 SPRAY APPLIED FIREPROOFING ACOUSTICAL FLOOR BUILD UP 2 HR. FIRE SEPARATION AT TO ELEV. SHAFT CLUB LEVEL 1 FIN. FLOOR 99' -11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" E A570 9 Scale Date Drawn By Project Number 1/4" = 1'-0"3/9/2018 2:12:20 AMA950 ELEVATOR 01 PLANS AND SECTIONSSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 1/4" = 1'-0" 2 ELEV 01 - LEVEL 1 PLAN 1/4" = 1'-0" 1 ELEV 01 - GARAGE PLAN 1/4" = 1'-0" 3 ELEV 01 - LEVEL 2 PLAN 1/4" = 1'-0" 4 ELEV 01 - LEVEL 3 PLAN 1/4" = 1'-0" 5 ELEV 01 - LEVEL 4 PLAN 1/4" = 1'-0" 6 ELEVATOR 01 SECTION 01 PERMIT 07.01.15 No. Description Date 06 09.15.17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 04/04/18 3 C C .1 5 A951 73 8043 0' - 8 5/8" 9' - 0 3/4"1' - 2"3' - 4" 2' - 3" 0' - 8" 5' - 3" 2' - 9" 6' - 9"8' - 8" 80 7' - 1" ELEV. EQUIP G14 EHU STUDIO - TYPE B UNIT G15 GARAGE G01 88 88 88 88 3 5 A951 CENTRAL STAIR CS1 BREEZEWAY 101 0' - 9 5/8"5' - 3" 2' - 9" 8' - 9 5/8"88 8834 2' - 0 1/8" D A602 12 3 5 A951 RECEPTION HALL 201 WOMEN'S RESTROOM 212 MEETING 215 STOR. 216 BOARD ROOM 202 D 88 13 88 88 A255 2 4 A256 A256 35 1113 3 5 A951 9' - 4 3/4" D 13 13 13 A255 2 4 LEVEL 1 7" LEVEL 2 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" 3 11' - 0"10' - 0" 11' - 5" 11' - 7" 23' - 0" TRAVEL DISTANCE PIT DEPTH4' - 0"MEETING 215 BREEZEWAY 101 GARAGE G01 RECEPTION HALL 201 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT VAPOR RETARDER PRECAST DOUBLE-T; RE: STRUCT 3-1/2"CONCRETE TOPPING; RE: STRUCT 4-1/2" CONCRETE SLAB ON 2" METAL DECK 4-1/2" CONCRETE SLAB ON 2" METAL DECK 1" FIN. CONCRETE TOPPING SLAB SPRAY APPLIED FIREPROOFING SPRAY APPLIED FIREPROOFING12' - 8" OVERHEAD CLEARACOUSTICAL FLOOR BUILD UP 4" FINISH FLOORING SPRAY APPLIED FIREPROOFING/ 2 HR RATED SHAFT CLUB LEVEL 1 FIN. FLOOR 99' -11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A570 9 Scale Date Drawn By Project Number 1/4" = 1'-0"3/9/2018 2:12:28 AMA951 ELEVATOR 02 PLANS AND SECTIONSSKI ANDSNOWBOARD CLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 1/4" = 1'-0" 1 ELEVATOR 02 - GARAGE PLAN 1/4" = 1'-0" 2 ELEVATOR 02 - LEVEL 1 PLAN 1/4" = 1'-0" 3 ELEVATOR 02 - LEVEL 2 PLAN 1/4" = 1'-0" 4 ELEVATOR 02 - LEVEL 3 PLAN 1/4" = 1'-0" 5 ELEVATOR 02 SECTION 01 PERMIT 07.01.15 No. Description Date 06 09.15.17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 04/04/18 DNDD LEVEL 1 7" LEVEL 2 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" T.O. CHIMNEY 149' - 0" F 17' - 0"11' - 0" 10' - 0" 11' - 5" 11' - 7" ELEV VEST G10 GARAGE G01 RR 224 5" REINF. CONCRETE SLAB ON GRADE; RE: STRUCT REINF. CONCRETE FOOTING; RE: STRUCT VAPOR RETARDER PRECAST DOUBLE-T; RE: STRUCT 3-1/2"CONCRETE TOPPING; RE: STRUCT 4-1/2" CONCRETE SLAB ON 2" METAL DECK ACOUSTICAL FLOOR BUILD UP 4-1/2" CONCRETE SLAB ON 2" METAL DECK 1" FIN. CONCRETE TOPPING SLAB ROOF JOISTS; RE: STRUCT STANDING SEAM METAL ROOF 3" SPRAY FOAM INSULATION (R-19) 1-1/2" CONCRETE TOPPING SLAB 3/4" FLOOR SHEATHING; RE: STRUCT FLOOR JOISTS; RE: STRUCT 5/8" GYPSUM BOARD SPRAY APPLIED FIREPROOFING SPRAY APPLIED FIREPROOFING 44' - 0" TRAVEL HEIGHTW19 W25 6 1/8"4 1/2" CLUB LEVEL 1 FIN. FLOOR 99' -11" LEVEL 2-FIN 111' - 1" LEVEL 3 FIN 121' - 6 1/4" A570 9 4 5 F 7 A952 73 73 73 88 88 88 73 73 73 1' - 3 1/2" 7' - 0 1/2" 0' - 5" ELEV VEST G10 BOILER ROOM G09 EAST STAIR ES0 GARAGE G01 8' - 11 5/8"0' - 2 3/4"5' - 5" 4' - 5 1/2"0' - 10 3/8"5' - 3 7/8"5' - 3" 1 1/8"9' - 8 7/8" 4 5 F 7 A952 34 34 88 88 33 76 73 34 8' - 9" 6' - 10 1/8" 9' - 2 3/8"11' - 2 1/4" 4' - 4 7/8"5' - 3 3/4"3' - 2 3/4" 11 7/8" 4 4 5 5 F 7 A952 13 1388 76 73 73 88 8' - 9"8' - 11 5/8"0' - 2 3/4"9' - 2 3/8"2' - 9 7/8" 5' - 3" 1 1/8" 2' - 4 1/8"11 7/8" 4 5 F 7 A952 11' - 2 1/4" 10 5.0 0 °75.00°7' - 7 5/8" 1 1/8"9' - 8 7/8" 8"8" 2 3/4"8' - 11 5/8"A602 17 4 5 F 7 A952 0' - 2 3/4" 11' - 2 1/4" 10 5.0 0 ° W19 W18 88 88 138' - 11 5/8"8"3 7/8" 8' - 9" A602 14 A602 15 A602 17 Scale Date Drawn By Project Number 1/4" = 1'-0"3/9/2018 2:12:38 AMA952 ELEVATOR 03 PLANS AND SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 1/4" = 1'-0" 7 ELEV 03 SECTION 1/4" = 1'-0" 1 ELEV 03 - GARAGE PLAN 1/4" = 1'-0" 2 ELEV 03 - LEVEL 1 PLAN 1/4" = 1'-0" 3 ELEV 03 - LEVEL 2 PLAN 1/4" = 1'-0" 4 ELEV 03 - LEVEL 3 PLAN 1/4" = 1'-0" 6 ELEV 03 - LEVEL 4 PLAN 01 PERMIT 07.01.15 No. Description Date 06 09.15.17BLDG.PERMIT CORR. 07 BLDG. PERMIT CORR. 11-16-17 04/04/18 Scale Date Drawn By Project Number 9/15/2017 5:10:39 PMAS901 PERSPECTIVESSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW 07.01.15 000000 1 NORTHWEST PERSPECTIVE 2 SOUTHWEST PERSPECTIVE 02 P.E.C. RESUBMITTAL 8-25-14 01 P.E.C. SUBMITTAL 7-14-14 03 P.E.C. RESUBMITTAL 9-26-14 04 PERMIT 07.01.15 No. Description Date 06 09.15.17BLDG.PERMIT CORR. 04/04/18 Scale Date Drawn By Project Number 9/15/2017 5:13:36 PMAS902 PERSPECTIVESSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW 07.01.15 000000 1 NORTHEAST PERSPECTIVE 2 SOUTHEAST PERSPECTIVE 02 P.E.C. RESUBMITTAL 8-25-14 01 P.E.C. SUBMITTAL 7-14-14 03 P.E.C. RESUBMITTAL 9-26-14 04 PERMIT 07.01.15 No. Description Date 06 09.15.17BLDG.PERMIT CORR. 04/04/18 Scale Date Drawn By Project Number 9/15/2017 5:14:00 PMAS903 HISTORIC AND PROPOSED CONTOURSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 07.01.15 000000 No. Description Date 06 09.15.17BLDG.PERMIT CORR. 04/04/18 Scale Date Drawn By Project Number 9/15/2017 5:14:41 PMAS904 CONTOURS AND BUILDING HEIGHTSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 07.01.15 000000 PROPOSED GRADE HISTORIC GRADE EXISTING GRADE No. Description Date 06 09.15.17BLDG.PERMIT CORR. 04/04/18 Scale Date Drawn By Project Number 9/15/2017 5:15:26 PMAS905 CONTOURS AND BUILDING HEIGHTSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 07.01.15 000000 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE No. Description Date 06 09.15.17BLDG.PERMIT CORR. 04/04/18 Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 GENERAL NOTES & LEGEND C-01 “ ” · · · · · · · · # 09-08-17 04/04/18 UP UP CLUB ELEVATOR Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-10 811 OVERALL SITE PLAN 09-08-17 04/04/18 Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-11 811 EXISTING COND'NS & DEMO PLAN 09-08-17 04/04/18 C-12 EXISTING COND'NS & DEMO PLAN Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 811 09-08-17 04/04/18 Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-21 811 EROSION CONTROL PLAN (INITIAL) “ ” 09-08-17 04/04/18 UP UP CLUB ELEVATOR Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-22 811 EROSION CONTROL PLAN (FINAL) 09-08-17 04/04/18 UP CLUB ELEVATOR Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-31 811 DETAILED GRADING PLAN 09-08-17 04/04/18 UP CLUB ELEVATOR C-32 DETAILED GRADING PLAN Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 811 TYPICAL CURB RAMP AT DRIVE CUT N.T.S. TIERED BOULDER WALL DETAIL N.T.S. BOULDER WALL DETAIL N.T.S. 09-08-17 04/04/18 UP CLUB ELEVATOR DRIVE CENTERLINE DRIVE SECTION Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-33 811 DRIVE PLAN AND PROFILE C33 09-08-17 04/04/18 UP UP CLUB ELEVATOR WATER SERVICE SANITARY SERVICE Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-50 811 “ ” “ ” OVERALL UTILITY PLAN 09-08-17 04/04/18 UP STORM A Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-61 811 STORM SEWER PLAN & PROFILE ORIFICE PLATE DETAIL 09-08-17 04/04/18 STORM B UPC-62 STORM SEWER PLAN & PROFILE Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 811 09-08-17 04/04/18 UP UP CLUB ELEVATOR Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-63 811 PERIMETER DRAIN PLAN 09-08-17 04/04/18 UP CLUB ELEVATOR Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-81 811 HORIZONTAL CONTROL PLAN 09-08-17 04/04/18 UP CLUB ELEVATOR C-82 HORIZONTAL CONTROL PLAN Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 811 09-08-17 04/04/18 C-83 LINE AND CURVE TABLES Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 811 09-08-17 04/04/18 UP UP CLUB ELEVATOR DD UP BB A A CC Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-91 811 SIGNAGE, STRIPING & PAVING PLAN PAVER SECTION DETAIL SECTION A-A (TYP.) SECTION B-B (TYP.) SECTION C-C (TYP.) PAVING SECTIONS SCALE: 1:10 SECTION D-D (TYP.) 09-08-17 04/04/18 Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 SITE DETAILS C-101 09-08-17 04/04/18 C-102 EROSION CONTROL DETAILS Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-1709-08-17 04/04/18 UP UP CLUB ELEVATOR Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-10 811 OVERALL SITE PLAN 09-08-17 04/04/18 Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 SITE DETAILS C-101 09-08-17 04/04/18 C-102 EROSION CONTROL DETAILS Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-1709-08-17 04/04/18 Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-11 811 EXISTING COND'NS & DEMO PLAN 09-08-17 04/04/18 C-12 EXISTING COND'NS & DEMO PLAN Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 811 09-08-17 04/04/18 Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-21 811 EROSION CONTROL PLAN (INITIAL) “ ” 09-08-17 04/04/18 UP UP CLUB ELEVATOR Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-22 811 EROSION CONTROL PLAN (FINAL) 09-08-17 04/04/18 UP CLUB ELEVATOR Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-31 811 DETAILED GRADING PLAN 09-08-17 Prior to Construction of the West side of the bike path. Applicant shall resubmitt bikepath at a 5% grade unless approved otherwise. 04/04/18 B-BA-A C-C D-D D-D UP CLUB ELEVATOR C-32 DETAILED GRADING PLAN Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-08-17 811 TYPICAL CURB RAMP AT DRIVE CUT N.T.S. TIERED BOULDER WALL DETAIL N.T.S. BOULDER WALL DETAIL N.T.S. 04/04/18 SOUTH WALL SECTION C-CSOUTH WALL SECTION A-A SOUTH WALL SECTION B-B SOUTH WALL SECTION D-D SOUTH WALL SECTION E-E -- -- 811 04/04/18 UP CLUB ELEVATOR DRIVE CENTERLINE DRIVE SECTION Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-33 811 DRIVE PLAN AND PROFILE C33 09-08-17 04/04/18 UP UP CLUB ELEVATOR WATER SERVICE SANITARY SERVICE Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-50 811 “ ” “ ” OVERALL UTILITY PLAN 09-08-17 04/04/18 UP STORM A Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARDCLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-61 811 STORM SEWER PLAN & PROFILE ORIFICE PLATE DETAIL 09-08-17 04/04/18 STORM B UPC-62 STORM SEWER PLAN & PROFILE Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 811 09-08-17 04/04/18 UP UP CLUB ELEVATOR Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-63 811 PERIMETER DRAIN PLAN 09-08-17 04/04/18 UP CLUB ELEVATOR Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 C-81 811 HORIZONTAL CONTROL PLAN 09-08-17 04/04/18 UP CLUB ELEVATOR C-82 HORIZONTAL CONTROL PLAN Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 811 09-08-17 04/04/18 C-83 LINE AND CURVE TABLES Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARD CLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-07-17 811 09-08-17 04/04/18 UP UP CLUB ELEVATOR DD UP 4 5 6 C E B A C .1 B.3 DBB A A CC Scale as shown Date Drawn By Project Number --SKI ANDSNOWBOARDCLUB VAIL. REJ JUNE 1 2015 14.0498 No. Description Date MARTIN/MARTIN C O N S U L T I N G E N G I N E E R S 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 2 BUILDING PERMIT REVISIONS 08-15-16 3 UPDATED SET 09-08-17 4 SHEET C91 REVISION 03-21-18 C-91 811 SIGNAGE, STRIPING & PAVING PLAN PAVER SECTION DETAIL SECTION A-A (TYP.) SECTION B-B (TYP.) SECTION C-C (TYP.) PAVING SECTIONS SCALE: 1:10 SECTION D-D (TYP.) Permaloc Edge shall be installed at roadbase in order to contain both the sand/snowmelt and paver. Prior to issuance of TCO a Revocable ROW Permit shall be recorded for all private improvements within the ROW 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 12/4/17 SSCV – Permit Response #2 Page 1 of 2 PO BOX 8610 • AVON, CO 81620 • Telephone 970-845-7910 Fax 970-845-7522 • E-mail drader@raderengineering.com 12/4/17 Heather Barrie K.H. Webb Architects 710 West Lionshead Circle, Suite A Vail, Colorado 81657 RE: Response to Town of Vail Permit Comments Ski & Snowboard Club Vail (SSCV) Vail, Colorado 81657 REI Job No: 14095.00 1. File: H200.pdf – Comment: Provide a fire damper. IBC 717.6 RADER REPONSE: See revised H200. Coded note “18” added. Also, fire damper added at 1-hour rated boiler room transfer air opening, on north wall. Note added about elevating all ignition sources 18” AFF. 2. File: H20l.pdf – Comment: Fire dampers will be required at penetrations of fire barriers. Locations will be determined by the location of the occupancy separation between A-2 and B occupancies. Coordinate with architectural. RADER RESPONSE: See revised H201. Rated enclosure added around combustion air & outside air duct to SF-1. Combination fire & smoke damper added at 2-hour shaft penetration (16” diameter duct). See revised H202, also showing addition of combination fire & smoke damper at 2-hour shaft penetration (14” diameter duct). 3. File: H205.pdf – Comment: Provide hoistway venting. Typical. IBC 3004 RADER RESPONSE: Hoistway venting was deleted in the 2015 codes and is not required. 4. File: MOOO.pdf – Comment: Provide mechanical ventilation calculations. IMC 403 Provide demonstration of compliance with IECC section C403 RADER RESPONSE: See attached calculations (8-1/2” x 11” format). 5. File: M600.pdf – Comment: Plans are reviewed under the 2012 IBC per the Town of Vail RADER RESPONSE: Plans are reviewed under the 2015 IBC. 04/04/18 12/4/17 SSCV – Permit Response #2 Page 2 of 2 6. File: P200.pdf – Comment: Provide riser diagrams for all plumbing and fuel gas piping showing piping sizes and fixture Counts/BTUs. RADER RESPONSE: Refer to 3/16” scale piping/ plumbing floor plans showing sizes and locations of plumbing systems. Refer also to M302 for domestic water riser diagram. Refer to Building Gas Loads Summary sheet M102 for all gas equipment counts & BTU ratings. Refer to Plumbing Fixture Unit Tabulation for WSFU and DFU calculations. Sincerely, Bryan J. Houle, P.E. 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 Scale Date Drawn By Project Number 3/28/2018 10:00:01 AMG100 COVERSHEETSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR 3/9/2018 000000 GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR AREAS. 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD COLUMNS, OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED. 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE BEAMS. 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY IN THE PROJECT. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE IBC, IFC, IMC, IPC, NEC, ET AL. 2012 EDITIONS . COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IN IBC AND ALL LOCAL AND REGIONAL CODES. 11. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE ANY CUTTING, NOTCHING, OR DRILLING OF ANY CAST-IN-PLACE CONCRETE, STRUCTURAL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE CONSTRUCTION. 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE WORK. 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF & DECK SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMAL PROBLEMS WITH THESE SURFACES. 14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITTEN APPROVAL. 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION IMPACTS TO THE SITE. 18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED LANDSCAPE. 19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR LAYOUT; ANY DISCREPANCIES VERIFY WITH ARCHITECT. ARCHITECT: K.H. WEBB ARCHITECTS P.C. 710 WEST LIONSHEAD CIR., SUITE A VAIL, CO 81657 PH. 970.477.2990 FX. 970.477.2965 heather@khwebb.com CONTACTS: KYLE H. WEBB / HEATHER BARRIE NEW CONSTRUCTION OF A MIXED USE BUILDING CODE: INTERNATIONAL BUILDING CODE 2012 ZONING: SKI BASE/RECREATION-2 OCCUPANCY CLASSIFICATION: CLUB: GROUP B, CONDOMINIUMS: R-2 BUILDING FULLY SPRINKLED CONSTRUCTION TYPE: TYPE II-A SEPARATION: 1 HOUR FIRE BARRIER GENERAL NOTES: PROJECT SUMMARY: PROJECT TEAM: SKI AND SNOWBOARD CLUB VAIL BUILDING PERMIT RE-SUBMITTAL- MARCH 27,2018 CONTRACTOR: J.L. VIELE CONSTRUCTION 2111 N Frontage Road West SUITE E VAIL, CO 81657 PH. 970.476.3082 FX. 970.476.3423 DAVID VIELE/ LYN FARLEY LANDSCAPE ARCHITECT: DENNIS ANDERSON LANDSCAPE ARCHITECTURE PO BOX 1387 EDWARDS, CO 81632 PH. 970.926.7200 FX. 970.926.7201 CIVIL ENGINEER: MARTIN/MARTIN, INC. 225 MAIN STREET SUITE C101 EDWARDS, CO 81632 PH: 970.926.6007 CONTACT: MARK LUNA / JUSTIN YARNELL/ RYAN JOHNSON STRUCTURAL ENGINEER: MONROE & NEWELL ENGINEERS 70 BENCHMARK ROAD SUITE 204 PO BOX 1597 AVON, CO 81620 PH. 970.949.7768 CONTACT: HANNES SPAEH 02 P.E.C. RESUBMITTAL 8-25-14 01 P.E.C. SUBMITTAL 7-14-14 03 P.E.C. RESUBMITTAL 9-26-14 MEP ENGINEER: RADER, INC PO BOX 8610 40690 HIGHWAY 6 SUITE E1 AVON, CO 81620 PH. 970.845.7910 CONTACT: BRYAN HOULE SHEET LIST SHEET # SHEET NAME 07.01.15 PERMIT09.15.2017 CORR03.09.2018 RE-SUBMITTAL03.23.2018 RE-SUBMITTAL03.27.2018 ResubmittalH201 CLUB LEVEL ONE HVAC PLAN X X H202 CLUB LEVEL TWO HVAC PLAN X X H203 CONDO LEVEL THREE HVAC PLAN X X H204 CONDO LEVEL FOUR HVAC PLAN X X H205 ROOF LEVEL HVAC PLAN X X X P200U UNDERGROUND PIPING PLAN X X P200 GARAGE LEVEL PIPING PLAN X X P201 CLUB LEVEL ONE PIPING PLAN X X P202 CLUB LEVEL TWO PIPING PLAN X X P203 CONDO LEVEL THREE PIPING PLAN X X P204 CONDO LEVEL FOUR PIPING PLAN X X P205 ROOF LEVEL PIPING PLAN X X M300 MECHANICAL SCHEMATICS X X M301 MECHANICAL SCHEMATICS X X M302 MECHANICAL SCHEMATICS X X M400 MECHANICAL ZONING PLANS X X M500 1/4" SCALE DETAIL PLANS X X X M600 MECHANICAL SPECIFICATIONS X X M601 SEQUENCE OF OPERATION X X X E0.0 ELECTRICAL COVER SHEET X X X X E0.1 ELECTRICAL SITE PLAN X X X X E1.0 ELECTRICAL POWER PLAN - GARAGE X X X E1.1 ELECTRICAL POWER PLAN - 1ST FLOOR X X X X E1.2 ELECTRICAL POWER PLAN - 2ND FLOOR X X X X E1.3 ELECTRICAL ROOF PLAN X X X E2.0 ELECTRICAL LIGHTING PLAN - GARAGE X X X X E2.1 ELECTRICAL LIGHTING PLAN - 1ST FLOOR X X X X E2.2 ELECTRICAL LIGHTING PLAN - 2ND FLOOR X X X X E4.0 ELECTRICAL ONE-LI NE X X X X E5.0 ELECTRICAL SCHEDULES X X X X E6.0 ELECTRICAL SCHEDULES X X X X F000 FIRE PROTECTION & ALARM COVER SHEET X X F100-FP 5 GARAGE FIRE PROTECTION PLAN X X X F101-FP 1 CLUB LEVEL ONE FLOOR PLAN X X F102-FP 2 CLUB LEVEL TWO FLOOR PLAN X X F103-FP 3 CONDOMINIUM LEVEL THREE FLOOR PLAN X X F104-FP 4 CONDOMI NIUM LEVEL FOUR FLOOR PLAN X X SHEET LIST SHEET # SHEET NAME 07.01.15 PERMIT09.15.2017 CORR03.09.2018 RE-SUBMITTAL03.23.2018 RE-SUBMITTAL03.27.2018 ResubmittalA571 WALL TYPES AND FLOOR ASSEMBLIES X X X A573 UL DETAILS a X A574 UL DETAILS b X A575 UL DETAILS c X A603 WINDOW DETAILS X X X A704 TRASH ENCLOSURE X X A750 BALCONY PLANS AND DETAILS X X A751 EXTERIOR BALCONY DETAILS X A850 DOOR TYPES AND SCHEDULES X X X A851 DOOR DETAILS X X X A901 WEST STAIR PLANS AND SECTIONS X X X A902 EAST STAIR PLANS AND SECTIONS X X X A903 CENTRAL STAIR PLANS AND SECTIONS X X X X A904 STAIR PLANS AND SECTIONS X X X A950 ELEVATOR 01 PLANS AND SECTIONS X X X A951 ELEVATOR 02 PLANS AND SECTIONS X X X A952 ELEVATOR 03 PLANS AND SECTIONS X X X A602 WINDOW TYPES AND SCHEDULES X X X X A701 ENLARGED EHU PLANS X A702 ENLARGED CLUB LEVEL 1 PLANS X A510 STANDARD MOUNTING HEIGHTS X X X S200 GARAGE FOUNDATION AND FRAMING PLAN X X X X S201 CLUB LEVEL ONE FRAMING PLAN X X X S202 CLUB LEVEL TWO FRAMING PLAN X X X S203 CONDOMINIUM LEVEL THREE FRAMING PLAN X X X S204 CONDOMINIUM LEVEL FOUR FRAMING PLAN X X X S205 UPPER ROOF FRAMING PLAN X X X S300 GENERAL NOTES X X X S301 DETAILS X X X S302 DETAILS X X X S401 DETAILS X X X S501 DETAILS X X X S502 DETAILS X X X S601 DETAILS X X X S602 DETAILS X X X S701 WALL LOADING DIAGRAM X X X M000 MECHANICAL COVER SHEET X X M001 MECHANICAL SITE PLAN X X M100 MECHANICAL SCHEDULES X X X M101 MECHANICAL SCHEDULES X X M102 MECHANICAL SCHEDULES X X H200 GARAGE LEVEL HVAC PLAN X X SHEET LIST SHEET # SHEET NAME 07.01.15 PERMIT09.15.2017 CORR03.09.2018 RE-SUBMITTAL03.23.2018 RE-SUBMITTAL03.27.2018 ResubmittalA109B CLUB LEVEL 2 FLOOR FINISH PLAN X A110 GARAGE LEVEL RCP X X X A111 CLUB LEVEL ONE RCP X X X A112 CLUB LEVEL TWO RCP X X X A113 CONDOMINIUM LEVEL THREE RCP X X A114 CONDOMINIUM LEVEL FOUR RCP X X A115 GARAGE DIMENSION PLAN X A116 CLUB LEVEL ONE DIMENSION PLAN X A117 CLUB LEVEL 2 DIMENSION PLAN X A118 CONDO LEVEL 3 DIMENSION PLAN X A119 CONDO LEVEL 4 DIMENSION PLAN X A201 NORTH AND WEST ELEVATIONS X X X A202 SOUTH AND EAST ELEVATIONS X X X A203 MISC. EXTERIOR ELEVATIONS X X X A250 GARAGE LEVEL EHU PLANS X X X X A251 LEVEL 1 ATHLETIC DIR. OFFICE X A252 LEVEL 1 MEN'S AND BOYS' BATHROOM X X A253 LEVEL 1 WOMEN'S AND GIRLS' BATHROOM X X A254 LEVEL 2 CLUB ROOM X A255 LEVEL 2 RECEPTION HALL/ BOARD ROOM X A256 LEVEL 2 PUBLIC RESTROOMS & EVENTS AND OPERATIONS X A257 LEVEL 2 OPERATIONS AND EVENTS AREA X A301 BUILDING SECTIONS X X X A302 BUILDING SECTIONS X X X A401 WALL SECTIONS X X X X A402 WALL SECTIONS X X X X A403 WALL SECTIONS X X X X A404 WALL SECTIONS X X X X A405 WALL SECTIONS X X X X A406 WALL SECTIONS X X X X A407 WALL SECTIONS X X X A408 WALL SECTIONS X X X X A409 LOW GABLE SECTIONS X A501 WALL DETAILS X A502 EXTERIOR ROOF DETAILS X X X A502a EXTERIOR ROOF DETAILS X A503 EXTERIOR WALL TRANSITION DETAILS X X X A506 FOUNDATION DETAILS X X X A507 EXTERIOR WALL AND BEAM DETAILS X X X X A508 MISC. EXTERIOR DETAILS X X A509 FLOOR TRANSITION DETAILS X X X A550 INTERIOR DETAILS X A551 INTERIOR DETAILS X A570 PARTITION TYPES & FLOOR ASSEMBLIES X X X X X SHEET LIST SHEET # SHEET NAME 07.01.15 PERMIT09.15.2017 CORR03.09.2018 RE-SUBMITTAL03.23.2018 RE-SUBMITTAL03.27.2018 ResubmittalG201 LIFE SAFETY PLANS X X X X G200 CODE SUMMARY X X X G100 COVERSHEET X X X X G202 LIFE SAFETY PLANS X X X G203 LIFE SAFETY SECTIONS X X X G300 AREA PLANS X X X G400 COMCHECK REPORTS X G401 COMCHECK REPORTS X G402 COMCHECK REPORTS X G403 COMCHECK REPORTS X C-01 GENERAL NOTES & LEGEND X X C-10 OVERALL SITE PLAN X X C-11 EXISTING COND'NS & DEMO PLAN X X C-12 EXISTING COND'NS & DEMO PLAN X X C-21 EROSION CONTROL PLAN (INITIAL) X X C-22 EROSION CONTORL PLAN (FINAL) X X C-31 DETAILED GRADING PLAN X X C-32 DETAILED GRADING PLAN X X C-33 DRIVE PLAN AND PROFILE X X C-50 OVERALL UTILITY PLAN X X C-61 STORM SEWER PLAN & PROFILE X X C-62 STORM SEWER PLAN & PROFILE X X C-63 PERIMETER DRAIN PLAN X X C-81 HORIZONTAL CONTROL PLAN X X C-82 HORIZONTAL CONTROL PLAN X X C-83 LINE & CURVE TABLES X X C-91 SIGNAGE, STRIPING & PAVING PLAN X X X C-101 SITE DETAIL X X C-102 EROSION CONTROL DETAILS X X L-1 LANDSCAPE CONSTRUCTION PLAN X X L-2 LANDSCAPE CONSTRUCTION DETAILS X X L-3 PLANTING PLAN X X L-4 PLANTING NOTES AND DETAILS X X A100 GARAGE FLOOR PLAN X X X X A101 CLUB LEVEL ONE FLOOR PLAN X X X X A102 CLUB LEVEL TWO FLOOR PLAN X X X X X A103 CONDOMINIUM LEVEL THREE FLOOR PLAN X X X A104 CONDOMINIUM LEVEL FOUR FLOOR PLAN X X X A105 ROOF PLAN X X X A109 GARAGE LEVEL FLOOR FINISH PLAN X A109A CLUB LEVEL 1 FLOOR FINISH PLAN X 04 COORDINATION SET 4-24-15 05 PERMIT 7-1-15 No. Description Date FIRE SAFETY: SHANER LIFE SAFETY PO BOX 1073 FRISCO, CO 80443 PH: 970.409.9082 CONTACT: DEBORAH SHANER DSHANER@SHANERLIFESAFETY.COM 06 BLDG.PERMIT CORR. 9-15-17 ELECTRICAL ENGINEER: AE DESIGN 1900 WAZEE ST. #205 DENVER, CO 80202 PH.720.683.6861 CONTACT: BRYAN JASS 07 BLDG. PERMIT CORR. 11-16-17 04/04/18 Scale Date Drawn By Project Number 12/1/2017 2:51:42 PMG200 CODE SUMMARYSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 07.01.15 000000 04 COORDINATION SET 4-24-15 05 PERMIT 7-1-15 No. Description Date 1 Revision 1 Date 1 06 BLDG.PERMIT CORR. 9-15-17 70 ' 100 /F1 /F1 07 BLDG. PERMIT CORR. 11-16-17 /F-1 12.11.2017 04/04/18 REF.REF. ROUTE A ROUTE AROUTE BROUTE AROUTE A ROUTE B ROUTE AROUTE AROUTE AROUTE AROUTE A ROUTE B ROUTE B ROUTE BROUTE A ROUTE AROUTE A / BROUTE AROUTE A ROUTE A ROUTE A RO UTE A ROUTE B ROUTE A RO U TE A ROUTE AROUTE BROUTE AR O U T E B ROUTE BROUTE A ROUTE A 170' TO WEST PROTECTED EGRESS 243' TO NORTH PUBLIC WAY 122' TO EAST PROTECTED EGRESS 194' TO NORTH PUBLIC WAY VAN PARKING 45 MIN DOOR 45 MIN DOOR 45 MIN. DOOR OCCUPANT LOAD AT EXIT STAIRS 76 OCCUPANT LOAD AT EXIT STAIRS 76 RT A - 220' TO PUBLIC WAY RT B - 138' TO PUBLIC WAY RT A - 147' TO PUBLIC WAY RT B - 160' TO PUBLIC WAY RT A - 239' TO PUBLIC WAY RT B - 105' TO PUBLIC WAY PROTECTED EGRESS FROM GARAGE, CONDO AND CLUB LEVELS PROTECTED EGRESS FROM GARAGE CLUB AND CONDO LEVELS PROTECTED EGRESS FROM CONDO AND CLUB LEVELS34' - 7 3/4"7' - 10 3/4" OCCUPANT LOAD AT EXIT STAIRS 149 OCCUPANT LOAD AT EXIT STAIRS 149 OCCUPANT LOAD AT EXIT STAIRS 149 OCCUPANT LOAD AT EXIT STAIRS 149 OCCUPANT LOAD AT EXIT STAIRS 149 EGRESS EXIT EGRESS PATH 1HR ASSEMBLY: 2HR ASSEMBLY: LIFE SAFETY LEGEND 45 MIN. DOORS WITH SELF OR AUTOMATIC CLOSING AND LATCHING 90 MIN. DOORS WITH SELF OR AUTOMATIC CLOSING AND LATCHING 4' - 7" 4' - 7" 1' - 6" 44' TO PROTECTED EGRESS 102' TO PROTECTED EGRESS RT A - 102' TO PROTECTED EGRESS RT B - 64' TO PROTECTED EGRESS RT A - 125' TO PROTECTED EGRESS RT B - 146' TO PROTECTED EGRESS RT A - 182' TO PROTECTED EGRESS RT B - 126' TO PROTECTED EGRESS OCCUPANT LOAD AT EXIT STAIRS 171 OCCUPANT LOAD AT EXIT STAIRS 171 OCCUPANT LOAD AT EXIT STAIRS 171 OCCUPANT LOAD AT EXIT STAIRS 171 DECK ..DECK .. EGRESS STAIR .. .. CONDOMINIUMS UNDEVELOPED VFY EGRESS DISTANCES CONDOMINIUMS UNDEVELOPED VFY EGRESS DISTANCES Scale Date Drawn By Project Number 3/32" = 1'-0"3/23/2018 4:29:32 PMG201 LIFE SAFETY PLANSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 3/32" = 1'-0" 1 GARAGE CODE PLAN 04 COORDINATION SET 4-24-15 3/32" = 1'-0" 2 CLUB LEVEL 1 CODE PLAN 05 PERMIT 7-1-15 No. Description Date 1 REVISION 1 3/9/2018 06 BLDG.PERMIT CORR. 9-15-17 07 BLDG. PERMIT CORR. 11-16-17 3/32" = 1'-0" 6 CLUB LEVEL 2 CODE PLAN TEST 3/32" = 1'-0"7 CONDOMINIUM LEVEL 3 CODE PLAN TEST 04/04/18 ROUTE AROUTE B ROUTE AROUTE BROUTE ADD RT A - 98' TO PROTECTED EGRESS RT B - 138' TO PROTECTED EGRESS RT A - 69' TO PROTECTED EGRESS RT B - 179' TO PROTECTED EGRESS LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" T.O. CHIMNEY 149' - 0" RECEPTION HALL 201 BOARD ROOM 202 BREEZEWAY 101 TECH SHOP G04 GARAGE G01 S-2 / S-1 / R-2/F-1 B / S-1 B / A-2 R-2 R-2 S-2F-1 B B BB ATHLETIC DIR.OFFICE 109 DAY USE ATHLETE AREA 126 DAY USE ATHLETE AREA 126 RECEPTION HALL 201 B B B R-2 R-2 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" T.O. CHIMNEY 149' - 0" S-2 / S-1 / R-2/F-1 B / S-1 B / A-2 R-2 R-2 GARAGE G01 EL. VEST G18 MECH G02 EAST STAIR ES0 EAST HALLWAY 115 CENTRAL STAIR CS1 BREEZEWAY 101WEST HALLWAY 110 WEST HALLWAY 110 WEST BREEZEWAY 116 CLUB ROOM 207 CLUB ROOM 207 MECH 209 RECEPTION HALL 201 WOMEN'S RESTROOM 212 MEN'S RESTROOM 213 WORKSTATIONS (4) 214 CENTRAL STAIR CS1 CENTRAL STAIR CS1 CENTRAL STAIR CS1 S-2 BB R-2 R-2 R-2 R-2 B B B B R-2S-2 B BB EGRESS EXIT EGRESS PATH 1HR ASSEMBLY: 2HR ASSEMBLY: LIFE SAFETY LEGEND 45 MIN. DOORS WITH SELF OR AUTOMATIC CLOSING AND LATCHING 90 MIN. DOORS WITH SELF OR AUTOMATIC CLOSING AND LATCHING Scale Date Drawn By Project Number As indicated 3/9/2018 3:08:09 AMG202 LIFE SAFETY PLANSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 3/32" = 1'-0" 3 CONDOMINIUM LEVEL 4 CODE PLAN 1/8" = 1'-0" 1 CODE SECTION 01 1/8" = 1'-0" 2 CODE SECTION 02 01 PERMIT 07.01.15 No. Description Date 06 BLDG.PERMIT CORR. 9-15-17 04/04/18 LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" T.O. CHIMNEY 149' - 0" C F H JB G A C .1 MECH. 140' - 0" B.3 S-2 / S-1 / R-2/ F-1 B / S-1/ R-2 B / A-2/ R-2 R-2 R-2 1HR SEPARATION 2HR SEPARATION D 2 HOUR SEPARATION DAY USE ATHLETE AREA 126 CENTRAL STAIR CS1 CENTRAL STAIR CS1 CENTRAL STAIR CS1 OFFICE 225 RECEPTION HALL 201 BOARD ROOM 202 BREEZEWAY 101 DAY USE ATHLETE AREA 126 GARAGE G01 MECH / JANITOR G05 OFFICE G07 1HR SEPARATION E LEVEL 1 99' - 7" LEVEL 2 111' - 0" GARAGE 88' - 0" LEVEL 3 121' - 0" LEVEL 4 132' - 0" 1 4 5 631.1 1.20.1 T.O. CHIMNEY 149' - 0" MECH. 140' - 0" GARAGE G01 BOILER ROOM G09 EAST STAIR ES0 CENTRAL STAIR CS1BREEZEWAY 101 CLUB ROOM 207 EAST STAIR ES1 ALPINE COACHES WORK STATIONS 102 MECH 209 WOMEN'S RESTROOM 212 MEN'S RESTROOM 213 MECH G02 EL. VEST G18 WEST BREEZEWAY 116 S-2 / S-1 / R-2/F-1 B / S-1/ R-2 B / A-2/ R-2 R-2 R-2 1HR SEPARATION 2HR SEPARATION 2 1 HR SEPARATION 1 HR SEPARATION (1019.3.2) 2 HR SEPARATION. FIREBLOCKED IN ACCORDANCE TO 718.2 AT EVERY FLOOR LEVEL 1 HR SEPARATION (1019.3.2) EAST HALLWAY 115 WORKSTATIONS (4) 214 CLUB ROOM 207 EGRESS EXIT EGRESS PATH 1HR ASSEMBLY: 2HR ASSEMBLY: LIFE SAFETY LEGEND 45 MIN. DOORS WITH SELF OR AUTOMATIC CLOSING AND LATCHING 90 MIN. DOORS WITH SELF OR AUTOMATIC CLOSING AND LATCHING Scale Date Drawn By Project Number As indicated 3/9/2018 3:08:13 AMG203 LIFE SAFETY SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor 3/9/2018 000000 1/8" = 1'-0"1 Transverse Section - CODE 1/8" = 1'-0"2 Longitudinal Section - CODE 05 PERMIT 7-1-15 No. Description Date 1 REVISION 1 3/9/2018 06 PERMIT CORR. 11-16-17 07 BLDG. PERMIT CORR. 11-16-17 3/32" = 1'-0" WALL LEGEND Copy 1 Copy 1 04/04/18 UP DN UP DNUP UP DN UP UP DN DN UP GFI GFI RO UT E A ROUTE B ROUTE A ROU TE A ROUTE AROUTE B ROUTE AROUTE B DN DN UP DN UP UP 1 4 5 6 3 4.1 1.1 1.2 0.1 C F H J B G C .1 B.3 2 D S-1 992.64 SF B 8676.95 SF B B S-1 744.51 SF R-2 R-2 67.22 SF 149.30 SF E 1 4 5 6 3 4.1 1.1 1.2 0.1 C F H B G C .1 B.3 2 D B R-2 R-2 B A-2 5922.33 SF 1342.47 SF 2499.93 SF 147.07 SF 14.52 SF E 1 4 5 6 3 4.1 1.1 1.2 0.1 C F H B G C .1 B.3 2 D R-2 R-2 2783.61 SF 2989.84 SF E 1 4 5 3 1.1 1.2 0.1 C F G C .1 B.3 2 D R-2 2349.17 SF R-2 1759.69 SF E AREA CALCULATIONS- TOTALS GARAGE LEVEL R-2 S-2 S-1 A-2 8676.95 SF B F-1 LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 2996.88 SF 1280.96 SF 1518.01 SF 8059.27 SF 216.52 SF 1737.15 SF 7264.81 SF 2499.93 SF 161.59 SF 5773.45 SF 4108.85 SF 1 4 5 6 3 4.1 1.1 1.20.1 C F H J B G C .1 B.3 2 S-2 S-2 S-27914.03 SF 41.61 SF 71.03 SF 32.59 SF R-2 R-2 638.73 SF 566.43 SF 41.57 SF F-1 2996.88 SF S-1 1518.01 SF R-2 R-2 34.24 SF Scale Date Drawn By Project Number As indicated 3/9/2018 3:08:55 AMG300 AREA PLANSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR 3/9/2018 000000 3/32" = 1'-0"2 LEVEL 1 3/32" = 1'-0" 3 LEVEL 2 3/32" = 1'-0" 4 LEVEL 3 3/32" = 1'-0"5 LEVEL 4 3/16" = 1'-0" AREA CALCULATIONS 02 P.E.C. RESUBMITTAL 8-25-14 01 P.E.C. SUBMITTAL 7-14-14 3/32" = 1'-0"1 GARAGE 03 P.E.C. RESUBMITTAL 9-26-14 04 COORDINATION SET 4-24-15 05 PERMIT 7-1-15 No. Description Date 1 REVISION 1 3/9/2018 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 System No. C-AJ-1184 SECTION A-A 1. Floor or Wall Assembly -- Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Floor may also be constructed of any min 7-1/2 in. thick UL Classified hollow core Precast Concrete Units*. Max diam of opening is 14 in. when concrete floor or wall is used and max 7 in. when precast concrete units are used. See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. 2. Through-Penetrants -- One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min 0 in. (point contact) to max 3-1/4 in. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe -- Nom 10 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe -- Nom 10 in. diam (or smaller) cast or ductile iron pipe. C. Conduit -- Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tubing -- Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe -- Nom 4 in. diam (or smaller) regular (or heavier) copper pipe. 3. Forms -- (Not Shown, Optional) -- Used as a form to prevent leakage of fill material during installation. Forms to be rigid sheet material, cut to fit the contour of the penetrating item and positioned as required to accommodate the required thickness of fill material. Forms to be removed after fill material has cured. Additional forming material may be used concrete block wall is penetrated. A min 1/2 in. thickness of min 4 pcf mineral wool batt insulation is firmly packed into the annulus as a permanent form and recessed from both surfaces of the wall as required to accommodate the required thickness of fill material. 4. Fill, Void or Cavity Material* -- Sealant -- Min 1 in. thickness of fill material applied within the annulus. At the point contact location between through penetrant and concrete, a min 1/2 in. diam bead of fill material shall be applied at the concrete through penetrant interface. When precast concrete units are used, the fill material shall be installed within annular space, flush with lower surface of floor. When concrete block wall is penetrated, a min 1 in. thickness of fill material shall be applied within the annulus flush with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS605 or FS-ONE Sealant *Bearing the UL Classification Mark A Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. March 12, 1999 F Rating -- 3 Hr T Rating -- 0 Hr A 4 2 1 C Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 US System No. C-AJ-1421 SECTION A-A A A 4B 2 3 4B 1 4A C Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 US ANSI/UL1479 (ASTM E814) CAN/ULC S115 ) 5DWLQJ ²  RU +U ) 5DWLQJ ²  RU  +U 7 5DWLQJV ²  +U )7 5DWLQJV ²  +U / 5DWLQJ $W $PELHQW ² /HVV 7KDQ  CFM/sq ft )+ 5DWLQJ ²  RU  +U / 5DWLQJ $W  ) ² /HVV 7KDQ  CFM/sq ft )7+ 5DWLQJV ²  +U 6HH ,WHP & / 5DWLQJ $W $PELHQW ² /HVV 7KDQ  CFM/sq ft / 5DWLQJ $W  ) ² /HVV 7KDQ  CFM/sq ft  )ORRU RU :DOO $VVHPEO\ ² 0LQ  LQ  PP WKLFN UHLQIRUFHG OLJKWZHLJKW RU QRUPDO ZHLJKW  SFI RU 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 6 in. (152 mm). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.  0HWDOOLF 6OHHYH ² 2SWLRQDO 1RP  LQ  PP GLDP RU VPDOOHU 6FKHGXOH  RU KHDYLHU VWHHO VOHHYH FDVW or grouted into floor or wall assembly, flush with floor or wall surfaces.  7KURXJK3HQHWUDQW ² 2QH PHWDOOLF SLSH RU FRQGXLW WR EH LQVWDOOHG HLWKHU FRQFHQWULFDOO\ RU HFFHQWULFDOO\ ZLWKLQ the firestop system. The annular space between pipe, tube or conduit and periphery of opening shall be min 0 in. (0 mm) (point contact) to max 5-3/8 in. (137 mm). Pipe or conduit to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes or conduits may be used: $ 6WHHO 3LSH ² 1RP  LQ  PP GLDP RU VPDOOHU 6FKHGXOH  RU KHDYLHU VWHHO SLSH % ,URQ 3LSH ² 1RP  LQ  PP GLDP RU VPDOOHU FDVW RU GXFWLOH LURQ SLSH & &RSSHU 3LSH ² 1RP  LQ  PP GLDP RU VPDOOHU 5HJXODU RU KHDYLHU FRSSHU SLSH ' &RSSHU 7XELQJ ² 1RP  LQ  PP GLDP RU VPDOOHU 7\SH / RU KHDYLHU FRSSHU WXELQJ ( &RQGXLW ² 1RP  LQ  PP GLDP RU VPDOOHU VWHHO FRQGXLW ) &RQGXLW ² 1RP  LQ  PP GLDP RU VPDOOHU VWHHO HOHFWULFDO PHWDOOLF WXELQJ (07  )LUHVWRS 6\VWHP ² 7KH ILUHVWRS V\VWHP VKDOO FRQVLVW RI WKH IROORZLQJ $ 3DFNLQJ 0DWHULDO ² 0LQ  LQ  PP WKLFNQHVV RI PLQ  SFI  NJP PLQHUDO ZRRO EDWW LQVXODWLRQ ILUPO\ packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material. % )LOO 9RLG RU &DYLW\ 0DWHULDO  6HDODQW ² 0LQ  LQ  PP WKLFNQHVV RI ILOO PDWHULDO DSSOLHG ZLWKLQ WKH annulus, flush with top surface of floor or with both surfaces of wall. For 3 Hr rated assemblies, a min 1/4 in. (6 mm) diam bead of fill material shall be applied at the concrete/pipe interface at the point contact location on the top surface of floor and on both surfaces of wall. +,/7, &216758&7,21 &+(0,&$/6 ',9 2) +,/7, ,1& ² )621( 6HDODQW RU &3 6HOI/HYHOLQJ Firestop Sealant. CP604 shall be used in floor applications only. When CP604 is used, F Rating is 2 Hr. *Bearing the UL Classification Mark Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. November 21, 2012 System No. C-AJ-7051 SECTION A-A 1. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any Underwriters Laboratories Inc. Classified Concrete Blocks*. Max area of opening is 1024 in. sq. with a max dimension of 32 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Steel Duct - Nom 30 by 30 in. (or smaller) No. 24 gauge (or heavier) galv steel duct. One steel duct to be positioned within the firestop system. The annular space shall be min 1/4 in. to a max 1-3/4 in. Duct to be rigidly supported on both sides of floor or wall assembly. 3. Firestop System - The firestop system shall consist of the following: A. Packing Materials - Min 3-1/2 in. thickness of min 4 pcf mineral wool batt insulation firmly packed into opening as a permanent form between the bare steel duct and the periphery of the opening . Packing material to be recessed from top surface of floor or both surfaces of wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material* - Sealant - Min 1 in. thickness of fill material applied within annulus, flush with top surface of floor or both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, INC. - CP606 Flexible Firestop Sealant or FS-ONE Sealant 4. Steel Retaining Angle - Nom 2 in. by 2 in. by No. 16 gauge (or heavier) steel angles attached to all four sides of the steel duct on the top surface or both surfaces of the wall. The angles shall be attached with No. 8 (or larger) steel sheet metal screws spaced max of 1 in. from each end and a max of 3 in. OC. *Bearing the UL Classification Marking A Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. October 20, 2000 F Rating - 3 Hr T Rating = 1 Hr A 2 3B 4 3A 1 System No. W-L-7040 SECTION A-A  :DOO $VVHPEO\ ² 7KH ILUHUDWHG J\SVXP ZDOOERDUGVWXG ZDOO DVVHPEO\ VKDOO EH FRQVWUXFWHG RI WKH PDWHULDOV and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the Fire Resistance Directory and shall include the following construction features: $ 6WXGV ² :DOO IUDPLQJ PD\ FRQVLVW RI HLWKHU ZRRG VWXGV RU VWHHO FKDQQHO VWXGV :RRG VWXGV WR FRQVLVW RI nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. Additional framing members shall be used to completely frame around opening. % *\SVXP %RDUG ² 1RP  LQ WKLFN ZLWK VTXDUH RU WDSHUHG HGJHV 7KH J\SVXP ZDOOERDUG W\SH QXPEHU RI layers and sheet orientation shall be as specified in the individual Wall and Partition Design Number. Max area of opening is 1300 in. with the dimension of 50 in. The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.  6WHHO 'XFW ² 1RP  LQ E\  LQ RU VPDOOHU 1R  JDXJH RU KHDYLHU JDOY VWHHO GXFW WR EH LQVWDOOHG ZLWKLQ the firestop system. The annular space shall be min 0 (point contact) in. to a max 2 in. Duct to be rigidly supported on both sides of the wall assembly.  )LUHVWRS 6\VWHP ² 7KH ILUHVWRS V\VWHP VKDOO FRQVLVW RI WKH IROORZLQJ $ )LOO 9RLG RU &DYLW\ 0DWHULDO²6HDODQW ² 0LQ  LQ WKLFNQHVV RI ILOO PDWHULDO DSSOLHG ZLWKLQ DQQXOXV IOXVK with both surfaces of wall. At point contact location, a min 1/2 in. diam bead of fill material shall be applied to the wall/duct interface on both surfaces of wall. +,/7, &216758&7,21 &+(0,&$/6 ',9 2) +,/7, ,1& ² )621( 6HDODQW &36 (ODVWRPHULF Firestop Sealant or CP606 Flexible Sealant. % 6WHHO 5HWDLQLQJ $QJOH ² 1R  06*  LQ JDOY VWHHO DQJOHV FXW WR ILW FRQWRXU RI GXFW ZLWK D  LQ overlap on the duct and a min 1 in. overlap on the gypsum board assembly on both sufaces of wall. 2 in. leg of angle secured to duct with min No. 8 by 3/4 in. long sheet metal screws, spaced a max of 6 in. OC. When bead of fill material is used at joint contact locations, angles shall be installed prior to full material curing. *Bearing the UL Classification Mark Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. August 27, 2010 ) 5DWLQJV ³  DQG  +UV 6HH ,WHPV  DQG  7 5DWLQJ ³  +U / 5DWLQJ DW $PELHQW ³ /HVV 7KDQ  &)0VT IW / 5DWLQJ DW  ) ³ /HVV 7KDQ  &)0VT IW 1A 3B 3A 1B 3B 3A C Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 US 2 C Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 US System No. W-L-1249 SECTION A-A 1. Wall Assembly The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features. A. Studs Steel studs 3-1/2 in. deep, fabricated from 25 MSG galv steel, spaced max 24 in. OC. B. Gypsum Boards* The gypsum board type, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max area of opening is 360 sq in. with max dimension of 30 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants One or more nom 2 in. diam (or smaller) rigid steel conduit or electrical metallic tubing (EMT) to be installed within the opening. The annular space between conduits or tubing shall be min 0 in. (point contact) to max 3-3/8 in. The annular space between conduits or tubing and periphery of opening shall be min 0 in. (point contact) to max 3 in. Conduit or tubing to be rigidly supported on both sides of wall assembly. 3. Fill Void or Cavity Material - Foam* Fill material applied within annulus flush with both surfaces of the wall. Min fill material thickness for 1 Hr F Rating is 4-3/4 in. Min fill material thickness for 2 Hr F Rating is 6 in. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- CP 620 Fire Foam *Bearing the UL Classification Mark A Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. December 7, 2001 F Ratings - 1 and 2 Hr (See Items 1 and 3) T Rating - 1/2 Hr A 3 2 1 C Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 US 04/04/18 04/04/18 04/04/18 General 1. Immediately notify the Engineer of any discrepancies. 2. It shall be assumed that all subcontractors are experienced and thoroughly knowledgeable in their respective areas of the construction industry and shall perform in a responsible manner in an appropriate construction sequence. 3. Do not scale drawings. Verify dimensions in field prior to commencement of work. 4. It is the intent of these drawings and specifications to establish a standard of quality. The Engineer reserves the right to take exceptions to approve methods and materials not reflected herein. 5. Failure to order, or release order, for materials and/or equipment will not be accepted as a reason to substitute alternate materials, equipment, or installation methods. 6. Work shall be performed in a workmanlike manner to the satisfaction of the Architect & the Engineer. 7. Labor, materials, and equipment shall conform to the latest applicable editions of local, State of Colorado, and National Codes and ordinances. If conflict between those publications exists, the most stringent requirement shall apply. 8. Provide record drawings to architect. Drawings shall include all addendum items, change orders, alterations, re-routings, etc. 9. The drawings show the intent of the mechanical systems but do not show all details required. It is the responsibility of the Contractors to install complete & operable systems, which conform to the manufacturers' installations instructions & industry standards. 10. Systems shall be tested for proper operation. If tests show work is defective, Contractor shall make corrections necessary at no cost to Owner. 11. It is the Contractors' and manufacturers' responsibility to assure themselves that the code authorities will approve any product to be installed on the project. 12. Provide necessary trenching, backfill, excavation, supports, piping, insulation, saw cutting and patching, concrete/paving, etc., as UHTXLUHG %DFNILOO WUHQFKHV LQ ´ OD\HUV DQG WR  FRPSDFWLRQ DQG SDWFK WR PDWFK H[LVWLQJ JUDGH 13. Systems shall be professionally labeled. Piping shall be labeled with color coded commercial grade labels indicating piping service and flow direction. Equipment, fans, pumps, valves, switches and controls shall be labeled with engraved plastic or metal tags and an equipment/valve schedule shall be provided and mounted on the mechanical room wall. Equipment labels shall follow the same nomenclature as the mechanical drawings. 14. 3URYLGH ´ KLJK OHYHO FRQFUHWH HTXLSPHQW SDGV EHQHDWK JDV ILUHG IORRU PRXQWHG PHFKDQLFDO HTXLSPHQW LQ PHFKDQLFDO URRP 15. See architectural reflected ceiling plan for all ceiling penetrations. 16. Coordinate architectural, structural, electrical, landscaping, fire protection, and interior design drawings with mechanical drawings prior to installation. 17. Offset piping, ductwork, etc. as necessary to accommodate structure, beams, columns, and existing equipment. 18. Verify exact locations of existing and new underground utilities, piping, and raceway systems prior to trenching. Contractor shall obtain and verify exact utility company drawings and requirements. Electrical 19. Contractor must carefully verify electrical service voltage and phase available before ordering any equipment. 20. The following are to be furnished by MC and wired by EC : equipment motors, magnetic starters, line voltage thermostats, factory disconnect switches (if specified as part of factory wired equipment) resistance heaters, fire and smoke detectors. 21. The following are to be furnished and wired by EC: disconnect switches, thermal overload switches, manual operating switches and contactors. 22. The following are to be furnished and wired by MC: low voltage thermostats, control transformers, control relays, control panels, motorized valves, motorized dampers, pilot lights, multi-speed switches and interlocks. Shop Drawings 23. Submit entire HVAC and plumbing shop drawing submittal data at one time. Submittal to be bound in three-ring binders, indexed in a neat and orderly manner. Partial submittals will not be accepted. Submittals shall include, but not be limited to: equipment, fixtures, insulation, diffusers, pumps, fans, piping, valves, and boilers. 24. Provide with shop drawing submittal, 1/4" scale layout drawings of rooms with mechanical equipment, piping and ductwork. Layouts shall show locations of mechanical systems and shall be coordinated with plumbing, fire protection, and electrical systems. Equipment shall be drawn to scale. Insulation 25. Piping Insulation Schedule: Service Thickness (in.) +:65 ´ SLSH DQG VPDOOHU 1.5 +:65 ´ SLSH DQG JUHDWHU 2.0 Domestic Hot Water 1.0 Domestic Cold Water 0.5 Domestic Cold Water in Parking Garage 1.0 Domestic Hot Water Recirculation 1.0 Above Ground Piping - U.L. approved, white, all service, glass fiber, snap-on, pipe insulation. Insulate fittings with glass fiber blanket insulation and premolded PVC covers. Provide submittal. 26. Insulation shall be installed under all exterior snowmelt areas. Insulation shall be Dow Styrofoam Highload 100 extruded polystyrene foam board insulation that has an R-5 per inch insulation value, 100 psi compressive strength rating, and 2" thick (or approved equal). Insulation installed under traffic areas must be traffic rated. 27. Insulation for all types of piping shall be carried full size through pipe hangers or pipes shall be supported with vibration clamps. 28. 6QRZPHOW SLSLQJ H[SRVHG RXWGRRUV VKDOO EH LQVXODWHG ZLWK 8/ DSSURYHG ZKLWH DOO VHUYLFH JODVV ILEHU VQDSRQ ´ WKLFN SLSH insulation. Insulate fittings with glass fiber blanket insulation. Cover outdoor piping and insulation with aluminum jacket. The jacket shall be held in place by a continuous friction type joint, providing a positive weather seal over the entire length of jacket. The circumferential joints shall be secured with preformed aluminum jackets, two-piece elbows, and flange covers, secured with steel bands. 29. Internally line all new rectangular supply & return air ductwork inside the thermal envelope (unless noted otherwise) with 1/2" thick, 2.0 PCF, U.L. rated, glass fiber insulation with a continuous vapor barrier. 30. ([WHUQDOO\ ZUDS DOO XQOLQHG GXFWZRUN ZLWK ´ WKLFN LQVXODWLRQ ZLWK D FRQWLQXRXV YDSRU EDUULHU 0LQLPXP 59DOXH RI  31. Insulate transfer ducts with ´ WKLFN, 2 PCF glass fiber duct liner - Owens Corning "Aeroflex" or equivalent. Piping 32. Domestic Hot, Cold & Recirculation piping inside building may be type 'L' copper water tube, wrought copper fittings and no lead solder. 33. Waste, Vent, Storm, and Overflow lines above ground - Standard weight, C.I. soil pipe, and fittings, or hubless, C.I. soil pipe and fittings. Up through 2-1/2" may be standard weight, galvanized steel pipe with black, C.I. drainage fittings. 34. Waste, Vent, Storm, and Overflow lines below grade - Schedule 40 ABS-DWV plastic pipe and fittings (ASTM D2661) or Schedule 40 PVC-DWV plastic pipe and fittings (ASTM D2665). All pipe and fittings shall bear NFS-DWV mark and shall be joined with solvent weld joints as recommended by the manufacturer. 35. Pressurized waste piping shall be Schedule 40 PVC-DWV plastic pipe and fittings (ASTM D2665). 36. Heating Water and Snowmelt piping above ground - All piping, 2-1/2" or smaller, shall be type 'L' copper, wrought copper fittings, and no lead solder. All piping, 3" or greater, shall be schedule 40 black steel pipe with EITHER grooved mechanical joint coupling and fittings and grooved mechanical joints (Victaulic or equal) OR wrought-steel fittings and wrought-cast or forged-steel flanges and flange fittings, and welded and flanged joints. Contractor may provide alternate pricing for PEX, pipe sizes must be reviewed and increased as required to equal inside diameter +/-10% of basis of design, which is sized for Type L Copper. PEX must be supported as per the manufacturer's installation instructions, and supports shall include cradles. Exposed piping shall be installed neatly, and as straight as possible. 37. Snowmelt piping below grade - All buried snowmelt piping shall be pre-insulated PEX piping, Urecon or equivalent. Bury minimum 4' deep. 38. Condensing Boiler Condensate shall be neutralized via a neutralization basin before discharge into building drainage system. Condensate piping shall be PVC or other approved material suitable for pH levels of 3. 39. Gas Piping - Schedule 40 black steel pipe, 150 lb. malleable iron screwed fittings on above ground pipe, welded fittings with all piping coated and wrapped on buried pipe. Welded gas piping shall be pressure tested at a minimum of 60 psi per Town of Vail amendment to the 2015 IFGC, section 406.4.1. CSST pipe is prohibited entirely. 40. Gas Valves - Lubricated plug valve 175 lb. W.O.G. iron screwed or flanged. 41. Copper pipe Valves and Specialties: Gate Valves: Bronze, Class 125, 200 lb. W.O.G. Ball Valves: Bronze, Class 125, 200 lb. W.O.G. Check Valves: Bronze, Class 125, 200 lb. W.O.G. Balancing Valves: 125 psig w.p. for 250F service tight shut-off, Illinois dual-purpose, balancing/shut-off valve, Hoffman, Sarco, or equivalent. 42. Refer to Fixture Connection Schedule for pipe sizes to individual fixtures. 43. Support pipe with rod and clevis or clamps. No pipe tape allowed. 44. Provide expansion joints or loops on all heating water piping runs in excess of 50'. 45. Dielectric Unions - Furnish and install a dielectric union at all connections where non-ferrous material is in contact with ferrous material and fluid is not protected with corrosion inhibitors. 46. *UDGH DQG YDOYH DOO KHDWLQJ ZDWHU SLSLQJ ZLWK ô´ KRVH HQG YDOYHV WR SHUPLW GUDLQDJH RI WKH V\VWHP 9HQW DOO KLJK SRLQWV LQ HTXLSPHQW rooms as necessary with automatic air vents piped to convenient drain. All high points in system outside of equipment rooms with manual air vents as required to relieve air in the system. 47. Provide plastic grommets on all heating water piping passing through wood joists and studs. 48. Install plumbing clean-outs as required by applicable codes. Boiler Flue Piping 49. Boiler flues must be double wall stainless steel Category IV positive pressure boiler flue, Z-flex model Z-vent or approved equal. 14" ID/ 16" OD for B-1 & B-2 common vent & 8" ID/ 10" OD for B-3 & B-4 common vent. Inner liner is AL29-4C stainless steel, outer jacket is 304 stainless steel. Maintain minimum 3" clearance to combustibles. Terminate each common vent above chimney roof w/ double wall exit cone. Exit cone shall penetrate chimney roof/cap per M300/C & discharge unobstructed to the atmosphere. Include double wall boot tee with tee cap and drain at base of each stack. Provide submittal for entire venting system. Antifreeze Solutions 50. DILUTION WATER QUALITY: Contractor shall be responsible for testing the water and submitting a report to the Owner & Engineer, prior to system fill. "Hard" water shall not be used. The water used to dilute the concentrated inhibited glycol-based heat transfer fluid must be either distilled, deionized, or contain less than 25 ppm of chloride, 25 ppm of sulfate, 50 ppm of calcium, and 50 ppm of magnesium, with a total hardness not to exceed 100 ppm. If good quality water is unavailable, the manufacturer of the glycol product will provide the heat transfer fluid and water to meet the specifications of the system. 51. Fill B-1 and B-2 KHDWLQJ ZDWHU V\VWHP ZLWK  SURS\OHQH JO\FRO   ZDWHU VROXWLRQ E\ YROXPH IRU IUHH]H SURWHFWLRQ WR ) DQG EXUVW SURWHFWLRQ WR ) ,QFOXGH FRUURVLRQ LQKLELWRUV 52. Fill B-3 and B-4 KHDWLQJ ZDWHU V\VWHP ZLWK  SURS\OHQH JO\FRO   ZDWHU VROXWLRQ E\ YROXPH IRU IUHH]H SURWHFWLRQ WR ) DQG EXUVW SURWHFWLRQ WR ) ,QFOXGH FRUURVLRQ LQKLELWRUV Ductwork 53. Duct sizes shown on drawings are outside (sheet metal) duct dimensions. 54. All ductwork shall be sealed airtight with duct mastic. Duct tape is prohibited. 55. All returns shall be ducted. Panning of stud cavities, joist bays, etc. is not allowed. 56. Provide 1/4" galvanized mesh screen on all combustion air ducts or openings. 57. Seal all ductwork joints and vapor barrier penetrations at all exterior walls. 58. Ducts and piping penetrating through roof shall have roof flashing with caulk type counter flashing sleeve or by method acceptable by roofing manufacturer. Installation shall be watertight. 59. Provide backdraft dampers at any and all ductwork penetrations through exterior wall (except outside air and combustion air ductwork). 60. Provide turning vanes in all mitered rectangular elbows. 61. Provide volume dampers at all accessible round duct take-offs. 62. Make all final connections to supply GRD's with acoustic flexible duct. Minimum length shall be 4 feet. Maximum length shall be 8 feet. 63. All ductwork or surfaces which are visible behind a grille, register, diffuser or louver shall be painted flat black by the MC. 64. Sheet metal and fittings to be pursuant to SMACNA and ASHRAE standards. 65. All ducts shall be 26 gauge minimum. Duct gauge and construction shall conform to SMACNA HVAC Duct Construction Standards. 66. Contractor to coordinate exact location of grilles, registers and diffusers before installation. 67. Seal off all ducts during construction. Exposed Spiral Ductwork 68. $OO H[SRVHG VSLUDO GXFWZRUN ORFDWLRQV LQGLFDWHG RQ SODQV VKDOO EH VSLUDO ZRXQG ³SDLQWORFN´ VWHHO IRUPHG IURP FRQWLQXRXV FRLOV RI sheet metal. Contractor shall wipe down minimal excess lubricant with dry rags twice before painting. In addition, wipe down with no rinse pre-paint cleaner #13158 (Sherman Williams) before applying two coats of metal primer. All primer and paint shall be labeled "to adhere very well for metal painting applications". 69. Ducts shall be 26 gauge for 3-14" diameter, 24 gauge for 16-26" diameter, and 22 gauge for 28-36" diameter. 70. Fittings shall be 22 gauge for 3-26" diameter and 20 gauge for 28-36" diameter. 71. 45 & 90 degree elbows shall be 1.5x centerline elbows. 3"-10" shall be die stamped with continuous stitch welding. 12" and larger shall be gore-lock. 72. Hangers shall be Ductmate "Clutcher" system consisting of Ductmate steel cable and Ductmate Clutcher mechanism or equivalent or threaded rod and hangers. Install per manufacturer's installation instructions. 73. Ductwork shall be cleaned before acceptance of building by Owner. 74. Trim duct sealants flush with metal. Create a smooth and uniform exposed bead. 75. Protect ducts exposed in finished spaces from being dented, scratched, painted or damaged. 76. Maintain consistency, symmetry, and uniformity in the arrangement and fabrication of fittings, hangers and supports, duct accessories and air outlets. Vibration Isolation 77. Where specified, duct-to-fan connections shall be made with flexible canvas duct connector material. Provide duct alignment within 1/2" at the fan collar and duct collar. 78. Where specified, spring vibration isolators for support of equipment shall be properly aligned so that support rod does not contact spring housing. Type II Exhaust Ductwork 79. Removed from Design. Controls 80. Mount all thermostats and humidistats 4'-0" above finished floor. 81. Thermostats & remote temperature sensors shall not be installed above heat emitting equipment, including wall mounted touch screen controls. Do not mount on exterior walls or above/below forced air supply registers. 82. All thermostats shall have a temperature range suitable for the application and have adjustable set points. The thermostats shall be able to display temperature setpoint and room temperature. All thermostats shall be approved by the Owner. 83. Freeze Detection Thermostats. Each supply system with water coils taking outside air shall have a freeze detection thermostat located on the downstream side of the coil. Thermostats shall be of adjustable electric contact type, silver plated, manual reset with 20' flexible sensing bulb of increment type with any section capable of actuating mechanism on temperature drop below set point, thermostat shall stop fan(s) and close outside air damper. They shall have an isolated set of contacts for alarm system. 84. Smoke detectors shall be installed in return air systems with a design capacity greater than 2,000 CFM, in the return duct or plenum upstream of any filters, exhaust air connections or outdoor air connections. Installation shall comply with NFPA 72 and Section 606 of the 2015 IMC. Upon detection of smoke, fan shall automatically shut down. 85. Install emergency power off (EPO) gas shutoff switch inside mechanical rooms containing boilers. Switch plate shall be red in color DQG ODEHOHG ³*$6 %851(5 (0(5*(1&< 6:,7&+´ 6ZLWFK VKDOO EH FRPSOLDQW ZLWK 6HFWLRQ  RI WKH  ,0& 5HIHU WR electrical drawings for additional information. 86. See Sequence of Operation for additional control information. Testing, Adjusting & Balancing (TAB) 87. Air and water flows must be balanced, and fan belts, pumps, and drive systems adjusted as required. Balance Contractor shall furnish subsequent air balances after acceptance of the building. 88. Submit a written balance report. Balancing procedures shall be in accordance with NEBB or AABC guidelines for proportional balance. Submit report on standard NEBB forms. 89. Airside measurements shall include all motor amperage, voltage readings, motor RPM, fan RPM, fan CFM, fan inlet static pressure, fan outlet static pressure, and CFM at all grilles, registers, & diffusers. 90. Hydronic measurements shall include circuit setters/ balancing valves, all motor amperage, voltage readings, motor RPM, pump RPM, pump GPM as calculated from the pump curve, inlet and outlet pressures at pumps, and temperature and pressure drop at all coils. 91. Adjust flows to within 10% of required quantity. If actual quantity is less than 90% of design, investigate cause, attempt to rectify and notify Engineer. Submittal of balance report with less than required flows without explanation is cause for rejection of report. 92. Submit three copies of all submittals in addition to any required by the Contractor. These copies shall be retained by the Owner, Contractor and Engineer. Snowmelt 93. Snowmelt tubing shall be 5/8" nominal diameter, except for the Driveway which shall be 3/4" tubing. Tubing shall be PEX-a crosslinked polyethylene with an oxygen diffusion barrier, manufactured by the Engle method in accordance with ASTM F 876. 94. Piping shall be installed in continuous loops, no splices allowed. Tube centers and the maximum loop lengths are specified in the Snowmelt Zone Schedule on the plans. 95. Tubing loops off each manifold shall be installed in equivalent lengths (+/- 5%). 96. The Contractor shall install manifolds as provided by the tubing manufacturer. The manifolds shall consist of a return header (including: balancing valve for each loop, compression fitting to receive tubes and air vent) and supply header (including: manual shut-off valve for each loop and compression fitting to receive tubes). 97. Secure piping in snowmelt areas by attaching tubing to wire mesh using plastic tie straps, every 3' on straight runs and at apex of turn for any change of direction. No metal wiring shall be used. 98. Snowmelt system shall be pressure tested in accordance with tubing manufacturer's instructions as required for warranty protection. In the absence of manufacturer's instruction, pressurize the entire snowmelt system with compressed air. Charge system to a pressure of not less than 80 psig or more than 100 psig. Pressure test shall last for 24 hours with not less than a 2 psig drop. With system air charged, soap test all joint on and within the manifolds. After hydrostatic test pressure has been applied, examine piping, joints and connections for leakage. Eliminate any leaks as necessary & re-test. Any portion of tubing layout that rises as a result of being pressurized shall be re-secured to be at the proper level within the slab structure when poured. 99. Entire snowmelt system shall be left pressurized with monitoring pressure gauge throughout installation of concrete or sand/pavers. Continually monitor pressure on system to make certain tubing system remains intact with no leaks or punctures. 100. Manifolds shall be tagged to identify area served. Each connection on supply & return manifolds shall be permanently labeled with loop number. 101. Prior to final system fill and commissioning, the PEX tubing system and manifolds shall be chemically cleaned as prescribed by the tubing manufacturer. Supply all tools, connections, labor, and accessories necessary to properly remove all foreign material, chemical, and residue within the tubing system before permanently charging system and placing into operation. 102. After entire system has been properly cleaned and flushed, fill system with clean water to proper cold fill pressure. Add propylene glycol to the snowmelt system to the concentration specified using a positive displacement pump. Antifreeze fluid shall include corrosion inhibitors. Purge each individual loop to eliminate air pockets in the system. After purging remove fill connection to any potable water lines to prevent any possibility of contamination. Mechanical System Commissioning 103. Commissioning of the mechanical systems is required for this project per the 2015 IECC. 104. Commissioning Authority (CxA) shall provide a commissioning plan, a preliminary commissioning report and a final commissioning report. 105. A representative of the Mechanical Contractor (MC), Temperature Controls Contractor (TCC) and General Contractor (GC) shall be required to assist in the commissioning process and attend the onsite system commissioning. 106. Mechanical Contractor shall be required to perform Equipment Functional Perfomance Testing in the presence of the CxA. Equipment functional performance testing shall demonstrate the installation and operation of components, systems and system-to-system interfacing relationships in accordance with approved plans and specifications such that operation, function and maintenance serviceability for each of the commissioned systems is confirmed. Testing shall include all modes and Sequence of Operation, including under full-load, part-load and the following emergency conditions: - All modes as described in the Sequence of Operation - Redundant or automatic back-up mode. - Performance of alarms - Mode of operation upon a loss of power and restoration of power Project Close-out 107. Provide new clean air filters in all air handling equipment prior to system acceptance. 108. Clean all equipment, ducting, piping, etc. of dust and debris from construction. 109. Clean all water-side strainers and filtration equipment prior to system acceptance. 110. Furnish HVAC as-built / record drawings within 90 days of system acceptance. 111. Furnish O&M manuals for mechanical systems within 90 days of system acceptance. 112. Provide Owner training of equipment operation & maintenance, including a detailed project walk through of the mechanical systems. END OF SPECIFICATIONS. Mechanical Specifications 04/04/18 1. Common Heating Boiler Plant (B-1 & B-2) a. Boilers shall be controlled by integral boiler controls. b. Boilers shall be enabled whenever there is a call for snowmelting or Garage heating. c. Boilers shall be rotated for equal run times. d. Boilers shall be staged and modulated to maintain the SMS setpoint at TS-1 temperature sensor. e. 606 VHWSRLQW VKDOO EH ) DGM f. P-1 and P-2 boiler pumps shall run whenever associated boiler is firing. 2. Snowmelting a. Provide (2) Tekmar 091/094 snow/ice sensors and sockets, one for each snowmelt zone. Refer to sheet M001 for sensor locations. b. Provide (2) Tekmar 654 snowmelt controls, one for each snowmelt zone. c. Upon a call for snowmelting from snow/ice sensor, associated snowmelt zone pump (P-3 or P-4) shall start and B-1/B-2 boilers shall be enabled. d. 7HNPDU FRQWURO VKDOO EH VHWXS IRU ::6' ZDUP ZHDWKHU VKXW GRZQ DW DSSUR[LPDWHO\ ) DGM 6\VWHP VKDOO QRW RSHUDWH LI RXWGRRU temperature is above this setting. e. 7HNPDU FRQWURO VKDOO EH VHWXS IRU &:&2 FROG ZHDWKHU FXW RII DW DSSUR[LPDWHO\ ) DGM 6\VWHP VKDOO QRW RSHUDWH LI RXWGRRU temperature is below this setting. 3. Garage Heating (GUH-X) a. Upon a call for garage heating from garage thermostat, P-5 pump shall start, GUH-1 Garage Unit Heaters shall start, and B-1/B-2 boilers shall be enabled. 4. Club Heating Boiler Plant (B-3 & B-4) a. Boilers shall be controlled by integral boiler controls. b. %RLOHUV VKDOO EH HQDEOHG ZKHQHYHU 26$ WHPSHUDWXUH LV OHVV WKDQ ) DGM RU ZKHQHYHU WKHUH LV D FDOO IRU KHDW IURP WH-1 or 2 Water Heaters. c. Boilers shall be rotated for equal run times. d. Boilers shall be staged and modulated to maintain the HWS setpoint at TS-2 temperature sensor. e. +:6 VHWSRLQW VKDOO EH DXWRPDWLFDOO\ UHVHW OLQHDUO\ E\ LQWHJUDO ERLOHU FRQWUROV EDVHV RQ RXWGRRU DLU WHPSHUDWXUH ) # ) WR ) # ) DGM f. P-6 and P-7 boiler pumps shall run whenever associated boiler is firing. 5. Club Water Heating a. P-8 pre-heat tank pump shall be controlled by a time clock located in the mechanical room. Pump shall run during occupied periods and shall be off during unoccupied periods. Coordinate time schedule with Owner. Also, provide a high limit control at PHT-1 pre-heat tank. If tank temperature at temperature sensor TS-3 DW 3+7 H[FHHGV ) WKHQ SXPS VKDOO EH WHPSRUDULO\ GLVDEOHG b. Upon a call for heating from temperature sensor TS-4 DW :+ VHW DW ) DGM 3 ZDWHU KHDWHU SXPS VKDOO VWDUW DQG %% boilers shall be enabled. c. Upon a call for heating from temperature sensor TS-5 DW :+ VHW DW ) DGM 3 ZDWHU KHDWHU SXPS VKDOO VWDUW DQG %% boilers shall be enabled. d. WH-3 (removed from design). e. P-13 domestic hot water recirculation pump shall be controlled by timer and aquastat. Coordinate time schedule with Owner. 6. FC-1 Fan Coil (Club Room) a. FAN: Single speed fan shall run continuously during occupied periods to provide code required ventilation. During unoccupied periods, fan shall be off unless there is a call for setback heating in which case fan shall cycle on to satisfy call. b. VENTILATION: During unoccupied periods, outside air damper MOD-5a shall be fully closed and return air damper MOD-5b shall be fully open. During occupied periods, outside air damper MOD-5a shall be set to "Occupied Ventilation" position (225 CFM). c. DEMAND CONTROLLED VENTILATION: During occupied periods, if CO2 levels rise above CO2 setpoint, then outside air damper MOD-5a shall be set to "DCV Ventilation" position (450 CFM). Initial CO2 setpoint shall be 1000 PPM. Initial differential setpoint shall be 200 PPM. d. ',6&+$5*( $,5 7(03(5,1* ([FHSW ZKHQ WKHUH LV D FDOO IRU KHDWLQJ RU FRROLQJ LI RXWVLGH DLU WHPSHUDWXUH LV OHVV WKDQ ) DGM then 2-way modulating control valve shall modulate to maintain Discharge Air Temperature (DAT) setpoint as measured by WHPSHUDWXUH VHQVRU PRXQWHG LQ IDQ FRLO VXSSO\ DLU GXFW '$7 VHWSRLQW VKDOO EH ) DGM +HDWLQJ ZDWHU SXPS 3DE ZLOO DOUHDG\ EH running (see"Pumps" sequence for additional information on P-12a/b). e. HEATING: Upon a call for heating, fan shall start and 2-way modulating control valve shall fully open. Heating water pump P-12a/b will already be running (see"Pumps" sequence for additional information on P-12a/b). f. (&2120,=(5 &22/,1* ,I 26$ WHPSHUDWXUH LV ) DGM RU OHVV DQG WKHUH LV D FDOO IRU FRROLQJ WKHQ IDQ VKDOO VWDUW DQG RXWVLGH DLU GDPSHU 02'D DQG UHWXUQ DLU GDPSHU 02'E VKDOO IXOO\ PRGXODWH WR PDLQWDLQ GLVFKDUJH DLU WHPSHUDWXUH RI ) DGM g. KITCHEN MAKE-UP AIR: Not required (deleted from design). 7. FC-2 Fan Coil (Gym) a. FAN: Single speed fan shall run continuously during occupied periods to provide code required ventilation. During unoccupied periods, fan shall be off unless there is a call for setback heating in which case fan shall cycle on to satisfy call. b. VENTILATION: During unoccupied periods, outside air damper MOD-6a shall be fully closed and return air damper MOD-6b shall be fully open. During occupied periods, outside air damper MOD-6a shall be set to "Occupied Ventilation" position (150 CFM). c. DEMAND CONTROLLED VENTILATION: During occupied periods, if CO2 levels rise above CO2 setpoint, then outside air damper MOD-6a shall be set to "DCV Ventilation" position (450 CFM). Initial CO2 setpoint shall be 1000 PPM. Initial differential setpoint shall be 200 PPM. d. ',6&+$5*( $,5 7(03(5,1* ([FHSW ZKHQ WKHUH LV D FDOO IRU KHDWLQJ RU FRROLQJ LI RXWVLGH DLU WHPSHUDWXUH LV OHVV WKDQ ) DGM then 2-way modulating control valve shall modulate to maintain Discharge Air Temperature (DAT) setpoint as measured by WHPSHUDWXUH VHQVRU PRXQWHG LQ IDQ FRLO VXSSO\ DLU GXFW '$7 VHWSRLQW VKDOO EH ) DGM +HDWLQJ ZDWHU SXPS 3DE ZLOO DOUHDG\ EH running (see"Pumps" sequence for additional information on P-12a/b). e. HEATING: Upon a call for heating, fan shall start and 2-way modulating control valve shall fully open. Heating water pump P-12a/b will already be running (see"Pumps" sequence for additional information on P-12a/b). f. (&2120,=(5 &22/,1* ,I 26$ WHPSHUDWXUH LV ) DGM RU OHVV DQG WKHUH LV D FDOO IRU FRROLQJ WKHQ IDQ VKDOO VWDUW DQG RXWVLGH DLU GDPSHU 02'D DQG UHWXUQ DLU GDPSHU 02'E VKDOO IXOO\ PRGXODWH WR PDLQWDLQ GLVFKDUJH DLU WHPSHUDWXUH RI ) DGM 8. FC-3 Fan Coil (Board Room) a. FAN: Single speed fan shall run continuously during occupied periods to provide code required ventilation. During unoccupied periods, fan shall be off unless there is a call for setback heating in which case fan shall cycle on to satisfy call. b. VENTILATION: During unoccupied periods, outside air damper MOD-7a shall be fully closed and return air damper MOD-7b shall be fully open. During occupied periods, outside air damper MOD-7a shall be set to "Occupied Ventilation" position (115 CFM). c. ',6&+$5*( $,5 7(03(5,1* ([FHSW ZKHQ WKHUH LV D FDOO IRU KHDWLQJ RU FRROLQJ LI RXWVLGH DLU WHPSHUDWXUH LV OHVV WKDQ ) DGM then 2-way modulating control valve shall modulate to maintain Discharge Air Temperature (DAT) setpoint as measured by WHPSHUDWXUH VHQVRU PRXQWHG LQ IDQ FRLO VXSSO\ DLU GXFW '$7 VHWSRLQW VKDOO EH ) DGM +HDWLQJ ZDWHU SXPS 3DE ZLOO DOUHDG\ EH running (see"Pumps" sequence for additional information on P-12a/b). d. HEATING: Upon a call for heating, fan shall start and 2-way modulating control valve shall fully open. Heating water pump P-12a/b will already be running (see"Pumps" sequence for additional information on P-12a/b). e. (&2120,=(5 &22/,1* ,I 26$ WHPSHUDWXUH LV ) DGM RU OHVV DQG WKHUH LV D FDOO IRU FRROLQJ WKHQ IDQ VKDOO VWDUW DQG RXWVLGH DLU GDPSHU 02'D DQG UHWXUQ DLU GDPSHU 02'E VKDOO IXOO\ PRGXODWH WR PDLQWDLQ GLVFKDUJH DLU WHPSHUDWXUH RI ) DGM 9. MAU-1 Make-up Air Unit (Ski Tuning) a. SKI TUNING MAKE-UP AIR: MAU-1 blower shall be interlocked with EF-1. Whenever EF-1 is running, MAU-1 blower shall start and normally closed outside air damper MOD-4 shall open fully (2,200 CFM). Discharge Air Tempering shall be enabled. b. ',6&+$5*( $,5 7(03(5,1* ,I RXWVLGH DLU WHPSHUDWXUH LV OHVV WKDQ ) DGM WKHQ ZD\ PRGXODWLQJ FRQWURO YDOYH VKDOO modulate to maintain Discharge Air Temperature (DAT) setpoint as measured by temperature sensor mounted in make-up air unit VXSSO\ DLU GXFW '$7 VHWSRLQW VKDOO EH ) DGM +HDWLQJ ZDWHU SXPS 3DE ZLOO DOUHDG\ EH UXQQLQJ VHH3XPSV VHTXHQFH IRU additional information on P-12a/b). 10. Panel Radiators (PR-X-X) a. PR-1-X panel radiators shall each be controlled by a decorative thermostatic mixing valve located at the panel radiator. No control wiring required. b. PR-2-X panel radiators shall each be controlled by a decorative thermostatic mixing valve located at the panel radiator. No control wiring required. 11. Unit Heaters (UH-X) a. Upon a call for heat from associated thermostat, associated 2-way on/off control valve shall open. Heating water pump P-12a/b will already be running (see"Pumps" sequence for additional information on P-12a/b). b. UH-3 Unit Heater in mechanical room shall be controlled by the Boiler Room thermostat (which shall also control SF-1 supply fan for cooling, refer to "Fans" sequence for additional information). 12. Cabinet Unit Heaters (CUH-X) a. Upon a call for heat from associated thermostat, associated 2-way on/off control valve shall open. Heating water pump P-12a/b will already be running (see"Pumps" sequence for additional information on P-12a/b). 13. Heating Coils (HC-1, HC-2, HC-3) a. Upon a call for heat from temperature sensor mounted in ERV fresh air supply duct, associated 2-way modulating control valve shall PRGXODWH WR PDLQWDLQ 'LVFKDUJH $LU 7HPSHUDWXUH '$7 VHWSRLQW '$7 VHWSRLQW VKDOO EH ) DGM +HDWLQJ ZDWHU SXPS 3DE ZLOO already be running (see "Pumps" sequence for additional information on P-12a/b). b. See "Energy Recovery Ventilators" sequence for additional information. 14. Pumps a. P-1 shall run whenever B-1 boiler is called to fire. Pump shall be controlled by integral boiler controls. b. P-2 shall run whenever B-2 boiler is called to fire. Pump shall be controlled by integral boiler controls. c. P-3 shall run whenever there is a call for snowmelting from snow/ice sensor located in SZ-1. d. P-4 shall run whenever there is a call for snowmelting from snow/ice sensor located in SZ-2. e. P-5 shall run whenever there is a call for garage heating. f. P-6 shall run whenever B-3 boiler is called to fire. Pump shall be controlled by integral boiler controls. g. P-7 shall run whenever B-4 boiler is called to fire. Pump shall be controlled by integral boiler controls. h. P-8 shall be controlled by a time clock and a tank high limit (TS-3 temperature sensor). i. P-9 shall run whenever there is a call for heat from TS-4 temperature sensor. j. P-10 shall run whenever there is a call for heat from TS-5 temperature sensor. k. P-11 (removed from Design). l. P-12a/b Club Space Heating & Ventilation Pump: l.a. 3XPS VKDOO UXQ ZKHQHYHU RXWVLGH DLU WHPSHUDWXUH LV OHVV WKDQ ) DGM SURYLGH RXWVLGH DLU FRQWURO ZLWK VHQVRU l.b. Utilize Grundfos Magna3 integral controls with Genie Bus Module to automatically stage the two pumps lead/lag as required to maintain a constant differential pressure setpoint, as measured by DP sensors integral to pumps. l.c. Exact setpoint shall be determined during TAB & Cx phases, however setpoint shall be high enough to provide minimum 5 psi for all control valves. Initial pressure setpoint shall be 15 psi (35 feet of head). l.d. Enable lag pump whenever lead pump is operating above 80% of full speed for a duration of 3 minutes. l.e. Lead and lag pumps shall modulate up in parallel from 40% speed rate. l.f. Disable lag pump at speeds below 35%. l.g. Upon failure of lead pump, lag pump shall run and lead pump shall turn off. l.h. Rotate lead pump for equal run times between pumps over an annual basis. m. P-13 shall be controlled by timer and aquastat. Provide an on/off line voltage wall switch to turn pump off during extended unoccupied times. 15. Energy Recovery Ventilators a. Energy recovery ventilators shall each be controlled by a Renewaire TC7D-W digital time clock (see plans for locations) to run continuously during occupied periods and shall be off during unoccupied periods. Coordinate time schedule with Owner. b. Manual override operation shall be provided by "On/Auto/Off" switch integral to time clock. c. Discharge air shall be tempered by heating coils (see "Heating Coils" sequence for additional information). 16. Fans a. EF-1 ski tuning exhaust fan shall be controlled by an on/off wall switch wired in series with variable fan speed control (mounted at fan for balancing purposes). MAU-1 is interlocked with this fan to provide tempered make-up air. b. EF-2 elevator equipment room exhaust fan shall be controlled by a line voltage cooling thermostat located in the elevator equipment room. c. GEF-1 garage exhaust fan shall be controlled by VCP-1 ventilation control panel. Fan shall run when 35 ppm of CO is detected or 2.5 ppm of NO2 is detected from sensors ((2) CO sensors, (2) NO2 sensors). MOD-1 garage ventilation damper shall be interlocked to open whenever GEF-1 is called to run. Damper shall be closed whenever GEF-1 is off. Audible alarm (90 dB @ 1') shall sound if the CO or NO2 level reaches 200 ppm or 5 ppm respectively. d. GEF-2 garage exhaust fan shall run continuously. There are no interlocks between GEF-2 and MOD-1 or VCP-1. e. KEF-1 kitchen exhaust fan shall be controlled by a wall mounted 2-hour timer switch. No make-up air required. f. RF-1 radon fan shall be controlled by an on/off wall switch located in the same room as the fan. Fan shall run continuously 24/7. g. SF-1 mechanical room supply fan shall be controlled by the Boiler Room low voltage thermostat to provide room cooling. This thermostat shall also control UH-3 for room heating. h. TEF-1 toilet exhaust fan shall each be controlled by a separate on/off wall switch. 17. Electric Wall Heaters a. Electric wall heaters shall each be controlled by an integral thermostat. 18. Air Purifiers a. Air purifiers shall run 24/7 continuously regardless of airflow. No fan interlocks required. 19. Glycol Feeders a. Units shall each be controlled by integral controls. b. Set pressure setting so that glycol feeders automatically maintain closed loop system pressure at approximately 15 psi (adj). 20. Hoistway Venting a. MOD-2 and MOD-3 motorized dampers shall be interlocked to open in any of the following conditions: a.a. Upon detection of smoke from any of the associated elevator lobby or associated hoistway smoke detectors. a.b. Upon power failure. MOD shall be furnished as "fail/ spring open" and "power closed". a.c. Upon activation of a manual override control. The fire alarm contractor shall provide an override switch (one for each hoistway vent) at the fire alarm panel. b. Installation shall comply with 2012 IBC Section 3004 as required by the Town of Vail Building Department. 21. Sump Pumps (SP-1, SP-2, SP-3) a. Sump pumps shall each be controlled by simplex control panel. b. Sump pumps shall be equipped with an oil guard system to automatically shut the pump down if oil is sensed. A light will illuminate if oil is sensed. c. When the "stop" and "start" floats are closed the pump will start and the pump run light will illuminate. The pump will remain operational until the "stop" float opens. d. In the event the liquid level continues to rise, the "alarm" float will be closed. When the "alarm" float is closed the following will also occur: - The external high water light will illuminate. - The audible high water alarm will sound. - The auxiliary dry contacts will close. A signal shall be sent to the owner. 22. LS-1, 2, 3 Lift Stations a. Lift station shall be tied into dedicated emergency backup generator. Refer to electrical drawings. b. Lift station shall be controlled by duplex control panel. c. When the "stop" and "lead" floats are closed pump 1 will start and the pump 1 run light will illuminate. Pump 1 will remain operational until the "stop" float opens. d. The next time the "stop" and "lead" floats are closed the alternating circuit will energize pump 2 and the pump 2 run light will illuminate. Pump 2 will remain operational until the "stop" float opens. This cycle will repeat each time the fluid level rises and falls. e. If the fluid level continues to rise after the first pump has been energized the "lag" float will close. When the "lag" float has closed the second pump will energize. Both pumps will remain operational until the "stop" float opens. f. In a three float system when the "lag" float is closed the following will also occur: - The external high water light will illuminate. - The audible high water alarm will sound. - The auxiliary dry contacts will close. A signal shall be sent to the owner. END OF SEQUENCE OF OPERATION. Sequence of Operation 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 SSCV- SAFEBUILT BUILDING PERMIT RESPONSE 3.27.2018 k.h.webbarchitects.pc710 WEST LIONSHEAD CIRCLE, SUITE A VAIL COLORADO 81657 9 7 0 . 4 7 7 . 2 9 9 0 9 7 0 . 4 7 7 . 2 9 6 5 ( F ) w w w . k h w e b b . c o m M E M B E R O F T H E A M E R I C A N I N S T I T U T E O F A R C SSCV- SAFEBUILT BUILDING PERMIT RESPONSE 3.27.2018 Ski and Snowboard Club Vail 598 Vail Valley Drive Vail, CO 81657 F100: Plan does not match A701 and A250 EHU Plan. This is a deferred submittal. A150: Plan does not match A701 and A250 EHU Plan. This drawing is omitted. FP5: Plan does not match A701 and A250 EHU Plan. This is a deferred submittal. P200: Provide riser diagrams for all plumbing and fuel gas showing piping sizes and fixture counts/ BTU’s and length for the gas piping. IFGC and IPC 106.3.3. Gas pipe sizing shall be per IFGC 402.4.3 We would like to discuss this with Town of Vail Bldg Dept. S200 Plan does not match A701 and A250 EHU Plan. Drawing have been updated to reflect current background. G100: Sheets have been removed and added. Please revise the sheet list to accurately list all drawings in the plan set Drawing index has been updated. A102: Openings less than 3’ from the property line are not permitted. IBC table 705.8. It appears, per sheet C-10 that the exterior is less than 3’ from property line. Window has been omitted. A507: Special inspection is required for spray fire resistance materials. IBC 1705.13. Noted on drawing. A570: Section 713 of the IBC is for shaft enclosures.. Drawing have been updated with correct note. A602: Provide safety glazing at the following windows per IBC 2406.4.3: W4, W8, W15, W18, W17, W54,W55,W56,W57,W64,W66,W67,W68. Drawing have been updated to call these out as tempered. 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 FINAL DRAINAGE REPORT FOR SKI AND SNOWBOARD CLUB VAIL VAIL, COLORADO JUNE 2015 PROJECT NO. 14.0498 PREPARED FOR: K. H. WEBB ARCHITECTS 710 WEST LIONSHEAD CIRCLE, SUITE A VAIL, COLORADO 81657 PHONE: (970) 477-2990 ATTN: MR. KYLE WEBB PREPARED BY: MARTIN/MARTIN, INC. 0101 FAWCET ROAD, SUITE 260 P.O. BOX 8896 AVON, CO 81620 (970) 926-6007 PRINCIPAL IN CHARGE: John C. Moore, III, PE PROJECT MANAGER: L. Mark Luna, PE PROJECT ENGINEER: Ryan Johnson, EIT 04/04/18 ii TABLE OF CONTENTS 1. GENERAL LOCATION AND DESCRIPTION ........................................... 1 A. LOCATION ........................................................................................................ 1 B. DESCRIPTION OF PROPERTY ....................................................................... 1 2. MAJOR DRAINAGE BASINS AND SUB-BASINS ..................................... 2 A. MAJOR BASIN DESCRIPTION ....................................................................... 2 B. SUB-BASIN DESCRIPTION ............................................................................ 3 3. DRAINAGE DESIGN CRITERIA ................................................................. 3 A. REGULATIONS................................................................................................. 3 B. DEVELOPMENT CRITERIA REFERENCES AND CONSTRAINTS ........... 3 C. HYDROLOGIC CRITERIA ............................................................................... 3 D. HYDRAULIC CRITERIA.................................................................................. 4 E. WATER QUALITY REQUIREMENTS UNDER DENVER’S MUNICIPAL CDPS STORMWATER PERMIT ..................................................................... 4 F. WAIVERS FROM CRITERIA........................................................................... 4 4. DRAINAGE FACILITY DESIGN ................................................................. 4 A. GENERAL CONCEPT ....................................................................................... 4 B. SPECIFIC DETAILS.......................................................................................... 5 5. CONCLUSIONS ............................................................................................... 7 A. COMPLIANCE WITH STANDARDS .............................................................. 7 B. DRAINAGE CONCEPT .................................................................................... 7 C. WATER QUALITY............................................................................................ 8 6. REFERENCES ................................................................................................. 9 7. APPENDICES ................................................................................................ 10 APPENDIX A – MAPS APPENDIX B – HYDROLOGIC COMPUTATIONS APPENDIX C – HYDRAULIC COMPUTATIONS APPENDIX F – DRAINAGE PLANS 04/04/18 1 1. GENERAL LOCATION AND DESCRIPTION A. LOCATION i. The proposed Ski and Snowboard Club facility is located within the Town of Vail, Eagle County, Colorado. Access to the site is provided by Vail Valley Drive along the north side of the site. No other roads are within or immediately adjacent to the project limits. The Vail Ski Resort located is south of the property. ii. The parcel to be redeveloped encompasses a portion of Vail Village Filing 7 Tract Bwith an existing approximate area of 0.27 acres plus or minus. The proposed parcel has an approximate area of 0.52 acres plus or minus. iii. The parcel is bordered by multi-family housing to the east and north, the Vail Ski resort Lies to the South and West. B. DESCRIPTION OF PROPERTY i. In its existing condition, the parcel is developed with the existing Vail Ski and Snowboard Club facility consisting of one building with associated landscaping, asphalt parking, and concrete walks. Redevelopment of the parcel will require the demolition of the entire existing facility and construction of a single structure with associated landscaping, asphalt parking, concrete walks, and assorted utilities. ii. The lot and distrubed area encompass a footprint area of approximately 1.18 acres plus or minus. iii. Based on ground survey completed by Eagle Valley Surveying, the existing site is approximately 35% impervious and consists of native grasses, landscaping, asphalt parking, concrete walks/plaza, and building structures. 04/04/18 2 iv. There are no known major drainage ways directly adjacent to the site. Gore Creek is located directly north of the multifamlily residences north of Vail Valley Drive. v. There are no major irrigation facilities, such as ditches and canals, located on-site. vi. There is no documented history of flooding on the parcel. vii. There is one existing utility easement within the limits of the site. Refer to the Civil Engineering Plans for locations. 2. MAJOR DRAINAGE BASINS AND SUB-BASINS A. MAJOR BASIN DESCRIPTION i. Flood Insurance Rate Map (FIRM) Number 08037C0488D is applicable to this parcel. The site location is identified on the FIRM in the Appendix. The site is within Zone X meaning it is an area of 0.2% annual chance flood; 1% annual chance flood with average depths less than 1 foot or with drainage areas less than 1 square mile. There are no major drainageway planning studies such as flood hazard area delineation (FHAD) reports or major drainageway master planning reports that are applicable to this parcel. There are no known existing drainage reports applicable to this parcel. ii. There are no irrigation facilities within 100 feet of the property, which will influence or be influenced by the local drainage. 04/04/18 3 B. SUB-BASIN DESCRIPTION i. For the purpose of this study the overall drainage basin limits associated with the site are delineated by the Vail Valley Drive Right-Of-Way line to the north and the limits of disturbance to the south, east, and west. The limits of distrubance is used as the basin boundary to isolate the drainage areas that are affected by the site development. 3. DRAINAGE DESIGN CRITERIA A. REGULATIONS Drainage design is in compliance with the Town of Vail Development Standards (Vail Standards), Colorado Department of Transportation Drainage Design Manual (CDOT Manual), and the Urban Drainage and Flood Control District Drainage Criteria Manual (Urban Drainage Manual). See the appendices for calculations and design aids. B. DEVELOPMENT CRITERIA REFERENCES AND CONSTRAINTS i. There are no known drainage studies or master plan studies on this site ii. The Town of Vail has indicated that the storm sewer within Vail Valley Drive west of the site is at capacity, thus the release rate from the site must be less than or equal to the existing condition. C. HYDROLOGIC CRITERIA The proposed drainage system was designed in accordance with Vail Standards, the CDOT Manual, and the Urban Drainage Manual. The Rational Method was used to determine the 2-year, 5-year, 10-year, and 100-year existing and developed runoff. The proposed drainage facilities will accommodate up to the 100-year runoff without adversely affecting existing conditions. See the Appendices for detailed calculations and design aids. 04/04/18 4 D. HYDRAULIC CRITERIA Industry-standard software programs were utilized to analyze the hydraulic capacity of the various proposed storm drainage components. Programs include StormCAD®, Culvert Master®, Flow Master®, and Excel® spreadsheets developed and published by Urban Drainage Flood Control District. E. WATER QUALITY REQUIREMENTS i. No jurisdictional water quality requirements apply to this project. ii. A sand-oil separator is being provided within the below-grade parking structure to provide a level of water quality improvement for the development. No additional water quality measures are proposed for the development. iii. No specific landscaping requirements are applicable to the proposed water quality improvement measures. iv. The project owner will be responsible for regular maintenance and cleaning of the sand-oil separator. All on-site, private inlets will require regular removal of the sediment within the sumps of each inlet by the owner. F. WAIVERS FROM CRITERIA i. No waivers from jurisdictional criteria are requested for this project. 4. DRAINAGE FACILITY DESIGN A. GENERAL CONCEPT i. Drainage across the site generally trends from south to north. The overall site drainage basin is delineated by Vail Valley Drive Right-of-Way to the north and the disturbed area on the south, east, and west. Flows generated from the slope to the south are divereted around the building via swales and culverts. Flows developed from the roof area will be piped to onsite detention, and have a controled 04/04/18 5 release via storm sewer to the existing storm sewer in Vail Valley Drive. Runoff from the drive lane and parking area will be conveyed undetained to Vail Valley Drive via curb and gutter. ii. Due to the limited existing capacity of the storm sewer within Vail Valley Drive the release rate from the site is limted to the existing condition. The redevelpoment of the site increases the imperviousness and the total flow from the site. Detention is provided to reduce the overall release rate from the site to the existing condition. In addition to the detention a dry well is proposed on the east side of the site to mimimize flow directly to dischargeing onto Vail Valley Drive. iii. Proposed drainage patterns are anticipated to match existing in that captured drainage will be conveyed to Vail Valley Drive storm system and the culvert to the west of the site iv. Refer to the various Appendices for detailed calculations, exhibits, drawings, and tabulations for the drainage analysis completed for the development. B. SPECIFIC DETAILS i. In the existing condition the site drains to two conveyance elements. One being the storm inlet west of the site in Vail Valley Drive and is know as Design Point One. The second being a culvert west of the site in a depressed area known as Design Point Two. Sub-basin EX1 drains to Design Point One via overland flow to curb and gutter at a flowrate of 0.3 cfs and 1.4 cfs for the 5-year and 100-year storm respectively. Runoff from Sub-basin EX2 travels overland to a wide swale which conveys flows to the culvert inlet at Design Point Two. The flowrates from this sub-basin are 0.9 cfs and 2.8 cfs for the 5-year and 100-year storm respectively. The total 100-year flow from the site is 4.3 cfs, and is considered the allowable release rate for the site. 04/04/18 6 The proposed site is divided into three drainage basins. Sub-basin PR1 is composed of the entry/exit drive lane and parking areas in conjuction with the eastern portion of the site. Runoff from drive lane area is collected and conveyed in curb and gutter where it is discharged to the curb and gutter in Vail Valley Drive. The flows follow the existing drainage pattern in Vail Valley Drive, flowing from east to west where it is ultimaltey intercepted by the storm inlet at Design Point One. Runoff from the eastern portion of the sub-basin travels overland to a culvert inlet passing flows under the recreation path. The culvert discharges the runoff into a swale flowing to the north. A dry well is located at the north end of the swale to intercept and infiltrate nuisance flows. When the dry well reaches capacity flows will then be conveyed over the sidewalk to the curb and gutter in Vail Valley Drive where it follows the exsiting drainage pattern flowing to the west. The flow from sub-basin PR1 is 0.7 cfs and 2.1 cfs for the 5-year and 100-year storm respectively. Sub-basin PR2 is the southwest corner of the site tribuary to Design Point Two. Runoff travels overland to a proposed swale, which continues into the broad swale to the west. The flow from sub-basin PR2 is 0.4 cfs and 1.6 cfs for the 5-year and 100-year storm respectively. Sub-basin PR3 is the roof area for the proposed building. The flow from sub-basin PR2 is 0.4 cfs and 1.0 cfs for the 5-year and 100-year storm respectively. The total flow from the proposed site is 4.7 cfs and requires detention to reduce the total proposed flow to the allowable release rate a difference of 0.4 cfs for the 100- year storm. Detention and flow reduction is achieved by routing all of the roof flows into the detention structure. The roof flows are greater than the difference in proposed to allowable flows, thus can be controlled to release such that the allowable release rate for the site is not exceeded. A summary of the allowable flows and detention release rate is located Appendix X. The required detention volume for the site is approximatly 300 cf based on the captured flows. 04/04/18 7 The FAA method was used to calculate the required detention volume. This method was used because it uses a "volume in" "volume out" calculation which is a more accurate representaion of how the detention facility will function during a storm event. This method also uses the area directly trubutary to the facility to estimate the volume captured per time increment. vi. The proposed storm system within Vail Valley Drive and the onsite storm culverts are private and maintanance is the responsibility of the property owner. vii. The proposed drainage design is in compliance with all applicable local, state and federal requirements. viii. Structural best management practices (BMPs) will be provided in accordance with CDOT and Town of Vail criteria. Refer to the Erosion and Sediment Control plans. 5. CONCLUSIONS A. COMPLIANCE WITH STANDARDS i. The proposed drainage design is in accordance with Town of Vail. ii. There are no known major drainageway planning studies applicable to this parcel with which the drainage design must conform. B. DRAINAGE CONCEPT i. Although the proposed drainage system is designed in accordance with applicable criteria, the limiting factor in operation of the system is the existing downstream drainage system. As a result, on-site detention is provided in order to limit post-development release rates to match those of the existing condition. 04/04/18 8 ii. There are no master drainage plan recommendations which apply to the development of this site. iii. There are no anticipated impacts to the drainage patterns on upstream and downstream properties as a result of the proposed development. C. WATER QUALITY i. No water quality improvement measures are required for this project. However, a sand-oil separator will be provided for the below-grade parking area to capture sediment before it is pumped into the public storm system. 04/04/18 9 6. REFERENCES 1. Storm Drainage Design and Technical Criteria, City and County of Denver, Department of Public Works, Wastewater Management Division, Revised January 2006. 2. Urban Drainage and Flood Control District Drainage Criteria Manual Vol. 1, 2, and 3, Wright-McLauglin Engineers, Latest Revision. 3. "Drainage Design Manual." Colorado Department of Transportation, 2004. 04/04/18 10 7. APPENDICES 04/04/18 APPENDIX A MAPS 1. VICINITY MAP 2. FLOOD INSURANCE RATE MAP (FIRM #08037C0468D) 04/04/18 SITE LOCATION 04/04/18 APPENDIX B HYDROLOGIC COMPUTATIONS 1. RUNOFF COEFFICIENTS 2. TABLE RO-3 RECOMMENDED PERCENTAGE IMPERVIOUSNESS VALUES 3. TABLE RO-5 - RUNOFF COEFFICIENTS, C 4. STANDARD FORM SF-1 - TIME OF CONCENTRATION 5. STANDARD FORM SF-2 - MINOR STORM 6. STANDARD FORM SF-2 - MAJOR STORM 04/04/18 PROJECT INFORMATION PROJECT NAME: PROJECT NO: DESIGN BY: REVIEWED BY: JURISDICTION: REPORT TYPE: DATE: C2 C5 C10 C100 % IMPERV 0.04 0.15 0.25 0.50 0% 0.73 0.75 0.77 0.83 90% 0.89 0.90 0.92 0.96 100% 0.73 0.75 0.77 0.83 90% 1.18 0.33 0.41 0.48 0.66 35.2% AREA (ACRES) C2 C5 C10 C100 0.34 0.04 0.15 0.25 0.50 0% 0.04 0.73 0.75 0.77 0.83 90% 0.06 0.89 0.90 0.92 0.96 100% 0.44 0.22 0.31 0.39 0.60 22.5% AREA (ACRES) C2 C5 C10 C100 0.42 0.04 0.15 0.25 0.50 0% 0.04 0.73 0.75 0.77 0.83 90% 0.28 0.89 0.90 0.92 0.96 100% 0.74 0.40 0.47 0.53 0.69 42.7% 1.18 0.33 0.41 0.48 0.66 35.2%TOTAL SITE COMPOSITE EX2 LANDSCAPE ROOF ASPHALT/CONCRETE SUB-BASIN COMPOSITE SUB-BASIN COMPOSITE ROOF ASPHALT/CONCRETE SUB-BASIN SURFACE CHARACTERISTICS COMPOSITE RUNOFF COEFFICIENTS PERCENT IMPERVIOUSNESS COMPOSITE RUNOFF COEFFICIENTS PERCENT IMPERVIOUSNESS ROOF LANDSCAPE TOWN OF VAIL FINAL DRAINAGE REPORT 01/05/15 JURISDICTIONAL STANDARD SSCV 14.0498 R. JOHNSON M. LUNA ASPHALT/CONCRETE EX1 LANDSCAPE DRIVES AND WALKS TOTAL SITE COMPOSITE SUB-BASIN SURFACE CHARACTERISTICS 4/6/2015 3:02 PM COMPOSITE_C-VALUES H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Existing-FDR.xlsm 04/04/18 CALCULATED BY:JOB NO: CHECKED BY:PROJECT: DATE: FINAL tc AREA LENGTH SLOPE ti LENGTH SLOPE VEL. tt COMP. TOT. LENGTH ac ft ft/ft min ft ft/ft fps Min tc ft min min (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) EX1 1 0.31 0.44 75 0.5000 3.4 600 0.0500 20 4.47 2.2 5.6 675.0 13.8 5.6 EX2 2 0.47 0.74 75 0.5000 2.7 165 0.1000 15 4.74 0.6 3.3 240.0 11.3 5.0 *Velocity (V) = CvSw0.5 TABLE RO-2 *Table RO-2, UDFCD (V.1), Chapter 5, Page RO-6 in which: Cv = Conveyance Coefficient (See Table Above) Sw = Watercourse Slope (ft/ft) BASIN DESIGN POINT C5 tc=(L/180)+10 Cv DATA SUB-BASIN TIME (ti) Paved Areas and Shallow Paved Swales 20 Heavy Meadow 2.5 Tillage / Field Nearly Bare Ground 10 Grassed Waterway 15 5 Short Pasture and Lawns 7 Type of Land Surface Conveyance Coefficient, Cv (URBANIZED BASINS) tc CHECK REMARKS (tt) TRAVEL TIME 14.0498 SSCV STANDARD FORM SF-2 (RATIONAL METHOD PROCEDURE) R. JOHNSON M. LUNA 01/05/15 INITIAL/OVERLAND TIME OF CONCENTRATION SUMMARY TOC 4/6/2015 3:02 PM H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Existing-FDR.xlsm 04/04/18 CALCULATED BY: R. JOHNSON JOB NO: 14.0498 CHECKED BY: M. LUNA PROJECT: SSCV DATE: 01/05/15 DESIGN STORM: 2-YEAR ONE-HR PRECIP: 0.582 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) EX1 1 0.44 0.22 5.6 0.10 1.91 0.19 EX2 2 0.74 0.40 5.0 0.30 1.97 0.59 I. One-Hr Precipitation Values for the City and County of Denver Return Period: 2-YEAR 5-YEAR 10-YEAR 100-YEAR Depth In Inches: 0.58 0.75 0.91 1.64 *Equation RA-3, UDFCD (V.1), Chapter 4, Page RA-6 *Rainfall Intensity: In Which: I = Rainfall Intensity (Inches Per Hour) P1 = 1-Hour Point Rainfall Depth (Inches) tc = Time Of Concentration (Minutes) REMARKSAREA (AC) RUNOFF COEFF tc (MIN) BASIN DESIGN POINT DIRECT RUNOFF TOTAL RUNOFF tc (MIN) S(CxA) (AC) I (IN/HR) Q (CFS) STANDARD FORM SF-3 STORM DRAINAGE SYSTEM DESIGN (RATIONAL METHOD PROCEDURE) CxA (AC) I (IN/HR) Q (CFS) 2-YEAR 4/6/2015 3:02 PM H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Existing-FDR.xlsm 04/04/18 CALCULATED BY: R. JOHNSON JOB NO: 14.0498 CHECKED BY: M. LUNA PROJECT: SSCV DATE: 01/05/15 DESIGN STORM: 5-YEAR ONE-HR PRECIP: 0.751 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) EX1 1 0.44 0.31 5.6 0.14 2.47 0.34 EX2 2 0.74 0.47 5.0 0.35 2.55 0.89 I. One-Hr Precipitation Values for the City and County of Denver Return Period: 2-YEAR 5-YEAR 10-YEAR 100-YEAR Depth In Inches: 0.58 0.75 0.91 1.64 *Equation RA-3, UDFCD (V.1), Chapter 4, Page RA-6 *Rainfall Intensity: In Which: I = Rainfall Intensity (Inches Per Hour) P1 = 1-Hour Point Rainfall Depth (Inches) tc = Time Of Concentration (Minutes) REMARKSAREA (AC) RUNOFF COEFF tc (MIN) STANDARD FORM SF-3 STORM DRAINAGE SYSTEM DESIGN (RATIONAL METHOD PROCEDURE) CxA (AC) I (IN/HR) Q (CFS) BASIN DESIGN POINT DIRECT RUNOFF TOTAL RUNOFF tc (MIN) S(CxA) (AC) I (IN/HR) Q (CFS) 5-YEAR 4/6/2015 3:02 PM H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Existing-FDR.xlsm 04/04/18 CALCULATED BY: R. JOHNSON JOB NO: 14.0498 CHECKED BY: M. LUNA PROJECT: SSCV DATE: 01/05/15 DESIGN STORM: 10-YEAR ONE-HR PRECIP: 0.913 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) EX1 1 0.44 0.39 5.6 0.17 3.00 0.52 EX2 2 0.74 0.53 5.0 0.39 3.10 1.22 I. One-Hr Precipitation Values for the City and County of Denver Return Period: 2-YEAR 5-YEAR 10-YEAR 100-YEAR Depth In Inches: 0.58 0.75 0.91 1.64 *Equation RA-3, UDFCD (V.1), Chapter 4, Page RA-6 *Rainfall Intensity: In Which: I = Rainfall Intensity (Inches Per Hour) P1 = 1-Hour Point Rainfall Depth (Inches) tc = Time Of Concentration (Minutes) REMARKSAREA (AC) RUNOFF COEFF tc (MIN) BASIN DESIGN POINT DIRECT RUNOFF TOTAL RUNOFF tc (MIN) S(CxA) (AC) I (IN/HR) Q (CFS) STANDARD FORM SF-3 STORM DRAINAGE SYSTEM DESIGN (RATIONAL METHOD PROCEDURE) CxA (AC) I (IN/HR) Q (CFS) 10-YEAR 4/6/2015 3:02 PM H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Existing-FDR.xlsm 04/04/18 CALCULATED BY: R. JOHNSON JOB NO: 14.0498 CHECKED BY: M. LUNA PROJECT: SSCV DATE: 01/05/15 DESIGN STORM: 100-YEAR ONE-HR PRECIP: 1.64 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) EX1 1 0.44 0.60 5.6 0.27 5.38 1.43 EX2 2 0.74 0.69 5.0 0.51 5.56 2.85 I. One-Hr Precipitation Values for the City and County of Denver Return Period: 2-YEAR 5-YEAR 10-YEAR 100-YEAR Depth In Inches: 0.58 0.75 0.91 1.64 *Equation RA-3, UDFCD (V.1), Chapter 4, Page RA-6 *Rainfall Intensity: In Which: I = Rainfall Intensity (Inches Per Hour) P1 = 1-Hour Point Rainfall Depth (Inches) tc = Time Of Concentration (Minutes) REMARKSAREA (AC) RUNOFF COEFF tc (MIN) STANDARD FORM SF-3 STORM DRAINAGE SYSTEM DESIGN (RATIONAL METHOD PROCEDURE) CxA (AC) I (IN/HR) Q (CFS) BASIN DESIGN POINT DIRECT RUNOFF TOTAL RUNOFF tc (MIN) S(CxA) (AC) I (IN/HR) Q (CFS) 100-YEAR 4/6/2015 3:02 PM H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Existing-FDR.xlsm 04/04/18 PROJECT: JOB NO: 01/14/00 DATE: 01/05/15 DESIGN AREA % Q5 Q100 POINT (ACRES) IMP. (CFS) (CFS) EX1 1 0.44 22.5% 0.31 0.60 0.34 1.43 EX2 2 0.74 42.7% 0.47 0.69 0.89 2.85 1.18 35.2% 0.41 0.66 1.23 4.28 SSCV SITE COMPOSITE BASIN RUNOFF SUMMARY C5 C100 RUNOFF_SUMMARY 4/6/2015 3:02 PM H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Existing-FDR.xlsm 04/04/18 PROJECT INFORMATION PROJECT NAME: PROJECT NO: DESIGN BY: REVIEWED BY: JURISDICTION: REPORT TYPE: DATE: C2 C5 C10 C100 % IMPERV 0.04 0.15 0.25 0.50 0% 0.73 0.75 0.77 0.83 90% 0.89 0.90 0.92 0.96 100% 0.73 0.75 0.77 0.83 90% 1.18 0.45 0.51 0.57 0.72 50.3% AREA (ACRES) C2 C5 C10 C100 0.26 0.04 0.15 0.25 0.50 0% 0.25 0.89 0.90 0.92 0.96 100% 0.52 0.46 0.52 0.58 0.73 49.1% AREA (ACRES) C2 C5 C10 C100 0.30 0.04 0.15 0.25 0.50 0% 0.14 0.89 0.90 0.92 0.96 100% 0.44 0.30 0.38 0.46 0.64 30.8% AREA (ACRES) C2 C5 C10 C100 0.23 0.73 0.75 0.77 0.83 90% 0.23 0.73 0.75 0.77 0.83 90.0% 1.18 0.45 0.51 0.57 0.72 50.3% SUB-BASIN COMPOSITE TOTAL SITE COMPOSITE PERCENT IMPERVIOUSNESS PR3 ROOF SUB-BASIN COMPOSITE SUB-BASIN SURFACE CHARACTERISTICS COMPOSITE RUNOFF COEFFICIENTS PR2 LANDSCAPE ASPHALT/CONCRETE SUB-BASIN COMPOSITE ASPHALT/CONCRETE SUB-BASIN SURFACE CHARACTERISTICS COMPOSITE RUNOFF COEFFICIENTS PERCENT IMPERVIOUSNESS COMPOSITE RUNOFF COEFFICIENTS PERCENT IMPERVIOUSNESS ROOF LANDSCAPE TOWN OF VAIL FINAL DRAINAGE REPORT 01/05/15 JURISDICTIONAL STANDARD SSCV 14.0498 R. JOHNSON M. LUNA ASPHALT/CONCRETE PR1 LANDSCAPE DRIVES AND WALKS TOTAL SITE COMPOSITE SUB-BASIN SURFACE CHARACTERISTICS 4/6/2015 3:04 PM COMPOSITE_C-VALUES H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Proposed-FDR.xlsm 04/04/18 CALCULATED BY:JOB NO: CHECKED BY:PROJECT: DATE: FINAL tc AREA LENGTH SLOPE ti LENGTH SLOPE VEL. tt COMP. TOT. LENGTH ac ft ft/ft min ft ft/ft fps Min tc ft min min (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) PR1 1 0.52 0.52 50 0.5000 2.0 600 0.0500 20 4.47 2.2 4.3 650.0 13.6 5.0 PR2 2 0.38 0.44 50 0.5000 2.5 190 0.1000 15 4.74 0.7 3.2 240.0 11.3 5.0 PR3 DETAINED 0.75 0.23 0.0 0.00 0.0 0.0 0.0 10.0 5.0 *Velocity (V) = CvSw0.5 TABLE RO-2 *Table RO-2, UDFCD (V.1), Chapter 5, Page RO-6 in which: Cv = Conveyance Coefficient (See Table Above) Sw = Watercourse Slope (ft/ft) BASIN DESIGN POINT C5 tc=(L/180)+10 Cv DATA SUB-BASIN TIME (ti) Paved Areas and Shallow Paved Swales 20 Heavy Meadow 2.5 Tillage / Field Nearly Bare Ground 10 Grassed Waterway 15 5 Short Pasture and Lawns 7 Type of Land Surface Conveyance Coefficient, Cv (URBANIZED BASINS) tc CHECK REMARKS (tt) TRAVEL TIME 14.0498 SSCV STANDARD FORM SF-2 (RATIONAL METHOD PROCEDURE) R. JOHNSON M. LUNA 01/05/15 INITIAL/OVERLAND TIME OF CONCENTRATION SUMMARY TOC 4/6/2015 3:04 PM H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Proposed-FDR.xlsm 04/04/18 CALCULATED BY: R. JOHNSON JOB NO: 14.0498 CHECKED BY: M. LUNA PROJECT: SSCV DATE: 01/05/15 DESIGN STORM: 2-YEAR ONE-HR PRECIP: 0.582 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) PR1 1 0.52 0.46 5.0 0.24 1.97 0.47 PR2 2 0.44 0.30 5.0 0.13 1.97 0.26 PR3 DETAINED 0.23 0.73 5.0 0.17 1.97 0.33 I. One-Hr Precipitation Values for the City and County of Denver Return Period: 2-YEAR 5-YEAR 10-YEAR 100-YEAR Depth In Inches: 0.58 0.75 0.91 1.64 *Equation RA-3, UDFCD (V.1), Chapter 4, Page RA-6 *Rainfall Intensity: In Which: I = Rainfall Intensity (Inches Per Hour) P1 = 1-Hour Point Rainfall Depth (Inches) tc = Time Of Concentration (Minutes) REMARKSAREA (AC) RUNOFF COEFF tc (MIN) BASIN DESIGN POINT DIRECT RUNOFF TOTAL RUNOFF tc (MIN) S(CxA) (AC) I (IN/HR) Q (CFS) STANDARD FORM SF-3 STORM DRAINAGE SYSTEM DESIGN (RATIONAL METHOD PROCEDURE) CxA (AC) I (IN/HR) Q (CFS) 2-YEAR 4/6/2015 3:04 PM H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Proposed-FDR.xlsm 04/04/18 CALCULATED BY: R. JOHNSON JOB NO: 14.0498 CHECKED BY: M. LUNA PROJECT: SSCV DATE: 01/05/15 DESIGN STORM: 5-YEAR ONE-HR PRECIP: 0.751 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) PR1 1 0.52 0.52 5.0 0.27 2.55 0.68 PR2 2 0.44 0.38 5.0 0.17 2.55 0.42 PR3 DETAINED 0.23 0.75 5.0 0.17 2.55 0.44 I. One-Hr Precipitation Values for the City and County of Denver Return Period: 2-YEAR 5-YEAR 10-YEAR 100-YEAR Depth In Inches: 0.58 0.75 0.91 1.64 *Equation RA-3, UDFCD (V.1), Chapter 4, Page RA-6 *Rainfall Intensity: In Which: I = Rainfall Intensity (Inches Per Hour) P1 = 1-Hour Point Rainfall Depth (Inches) tc = Time Of Concentration (Minutes) REMARKSAREA (AC) RUNOFF COEFF tc (MIN) STANDARD FORM SF-3 STORM DRAINAGE SYSTEM DESIGN (RATIONAL METHOD PROCEDURE) CxA (AC) I (IN/HR) Q (CFS) BASIN DESIGN POINT DIRECT RUNOFF TOTAL RUNOFF tc (MIN) S(CxA) (AC) I (IN/HR) Q (CFS) 5-YEAR 4/6/2015 3:04 PM H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Proposed-FDR.xlsm 04/04/18 CALCULATED BY: R. JOHNSON JOB NO: 14.0498 CHECKED BY: M. LUNA PROJECT: SSCV DATE: 01/05/15 DESIGN STORM: 10-YEAR ONE-HR PRECIP: 0.913 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) PR1 1 0.52 0.58 5.0 0.30 3.10 0.93 PR2 2 0.44 0.46 5.0 0.20 3.10 0.63 PR3 DETAINED 0.23 0.77 5.0 0.18 3.10 0.55 I. One-Hr Precipitation Values for the City and County of Denver Return Period: 2-YEAR 5-YEAR 10-YEAR 100-YEAR Depth In Inches: 0.58 0.75 0.91 1.64 *Equation RA-3, UDFCD (V.1), Chapter 4, Page RA-6 *Rainfall Intensity: In Which: I = Rainfall Intensity (Inches Per Hour) P1 = 1-Hour Point Rainfall Depth (Inches) tc = Time Of Concentration (Minutes) REMARKSAREA (AC) RUNOFF COEFF tc (MIN) BASIN DESIGN POINT DIRECT RUNOFF TOTAL RUNOFF tc (MIN) S(CxA) (AC) I (IN/HR) Q (CFS) STANDARD FORM SF-3 STORM DRAINAGE SYSTEM DESIGN (RATIONAL METHOD PROCEDURE) CxA (AC) I (IN/HR) Q (CFS) 10-YEAR 4/6/2015 3:04 PM H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Proposed-FDR.xlsm 04/04/18 CALCULATED BY: R. JOHNSON JOB NO: 14.0498 CHECKED BY: M. LUNA PROJECT: SSCV DATE: 01/05/15 DESIGN STORM: 100-YEAR ONE-HR PRECIP: 1.64 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) PR1 1 0.52 0.73 5.0 0.38 5.56 2.09 PR2 2 0.44 0.64 5.0 0.28 5.56 1.56 PR3 DETAINED 0.23 0.83 5.0 0.19 5.56 1.07 I. One-Hr Precipitation Values for the City and County of Denver Return Period: 2-YEAR 5-YEAR 10-YEAR 100-YEAR Depth In Inches: 0.58 0.75 0.91 1.64 *Equation RA-3, UDFCD (V.1), Chapter 4, Page RA-6 *Rainfall Intensity: In Which: I = Rainfall Intensity (Inches Per Hour) P1 = 1-Hour Point Rainfall Depth (Inches) tc = Time Of Concentration (Minutes) REMARKSAREA (AC) RUNOFF COEFF tc (MIN) STANDARD FORM SF-3 STORM DRAINAGE SYSTEM DESIGN (RATIONAL METHOD PROCEDURE) CxA (AC) I (IN/HR) Q (CFS) BASIN DESIGN POINT DIRECT RUNOFF TOTAL RUNOFF tc (MIN) S(CxA) (AC) I (IN/HR) Q (CFS) 100-YEAR 4/6/2015 3:04 PM H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Proposed-FDR.xlsm 04/04/18 PROJECT: JOB NO: 01/14/00 DATE: 01/05/15 DESIGN AREA % Q5 Q100 POINT (ACRES) IMP. (CFS) (CFS) PR1 1 0.52 49.1% 0.52 0.73 0.68 2.09 PR2 2 0.44 30.8% 0.38 0.64 0.42 1.56 PR3 DETAINED 0.23 90.0% 0.75 0.83 0.44 1.07 1.18 50.3% 0.51 0.72 1.55 4.72 SSCV SITE COMPOSITE BASIN RUNOFF SUMMARY C5 C100 RUNOFF_SUMMARY 4/6/2015 3:04 PM H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Proposed-FDR.xlsm 04/04/18 Q2 Q5 Q10 Q100 TOTAL EXISTING SITE FLOW (CFS) 0.77 1.23 1.73 4.28 TOTAL PROPOSED SITE FLOW (CFS) 1.06 1.55 2.10 4.72 FLOW INCREASE (CFS) 0.29 0.32 0.37 0.44 CAPTURED ROOF FLOW (CFS) 0.33 0.44 0.55 1.07 DETENTION RELEASE RATE (CFS) 0.04 0.12 0.18 0.62 DETENTION RELEASE RATE SUMMARY 04/04/18 PROJECT INFORMATION PROJECT NAME: PROJECT #: POND NAME: DATE: NRCS Hydrologic Soil Group: C & D Max 5-Year Release Rate = 0.1 (cfs) Max 10-Year Release Rate = 0.2 (cfs) Max 100-Year Release Rate = 0.6 (cfs) One-Hr Precipitation Values for the City and County of Denver Return Period: 2 5 10 100 Depth In Inches: 0.58 0.75 0.91 1.64 *Rainfall Intensity In Which: I = Rainfall Intensity (Inches Per Hour) P1 = 1-Hour Point Rainfall Depth (Inches) tc = Time Of Concentration (Minutes) Site Composite Surface Characteristics: Characteristic: Acres C2 C5 C10 C100 % Imp. tc Values: 0.23 0.73 0.75 0.77 0.83 90.0% 5.0 5-Year Storage Volume =(ft³) (ac-ft) 10-Year Storage Volume =(ft³) (ac-ft) 100-Year Storage Volume =(ft³) (ac-ft) 278 0.006 249 0.006 270 0.006 *Table SO-1, UDFCD (V.2) Chapter 10, Page SO-8 100 0.50 0.85 1.00 10 0.13 0.23 0.30 5 0.07 0.13 0.17 SSCV 14.0498 DETENTION STRUCTURE 04/06/15 Maximum Unit Flow Release Rates (cfs/acre) from On-Site Detention Facilities Design Return Period (Years) NRCS Hydrologic Soil Group A B C & D 4/6/2015 3:08 PM Detention Volume H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Copy of Det.Vol_FAA.xls REQUIRED DETENTION VOLUME 04/04/18 Storm Duration, T Intensity-Duration Volume Inflow, Vi Outflow Adj. Avg. Outflow Rate Volume Outflow Req'd Storage Vol. (Minutes) (Inches/Hour) (Cubic Feet) (Minutes/Minutes) (cfs) (Cubic Feet) (Cubic Feet) 0 7.65 0.00 0.00 0.00 0.00 0.00 1 7.10 81.66 1.00 0.62 37.20 44.46 2 6.63 152.52 1.00 0.62 74.40 78.12 3 6.22 214.83 1.00 0.62 111.60 103.23 4 5.87 270.23 1.00 0.62 148.80 121.43 5 5.56 319.96 1.00 0.62 186.00 133.96 6 5.29 364.96 0.92 0.57 204.60 160.36 7 5.04 405.97 0.86 0.53 223.20 182.77 8 4.82 443.58 0.81 0.50 241.80 201.78 9 4.62 478.27 0.78 0.48 260.40 217.87 10 4.44 510.41 0.75 0.47 279.00 231.41 11 4.27 540.33 0.73 0.45 297.60 242.73 12 4.12 568.29 0.71 0.44 316.20 252.09 13 3.98 594.50 0.69 0.43 334.80 259.70 14 3.84 619.17 0.68 0.42 353.40 265.77 15 3.72 642.45 0.67 0.41 372.00 270.45 16 3.61 664.48 0.66 0.41 390.60 273.88 17 3.50 685.37 0.65 0.40 409.20 276.17 18 3.41 705.24 0.64 0.40 427.80 277.44 19 3.31 724.17 0.63 0.39 446.40 277.77 20 3.23 742.24 0.63 0.39 465.00 277.24 21 3.14 759.52 0.62 0.38 483.60 275.92 22 3.07 776.08 0.61 0.38 502.20 273.88 23 2.99 791.96 0.61 0.38 520.80 271.16 24 2.92 807.23 0.60 0.37 539.40 267.83 25 2.86 821.93 0.60 0.37 558.00 263.93 26 2.80 836.08 0.60 0.37 576.60 259.48 27 2.74 849.74 0.59 0.37 595.20 254.54 28 2.68 862.94 0.59 0.37 613.80 249.14 29 2.62 875.69 0.59 0.36 632.40 243.29 30 2.57 888.04 0.58 0.36 651.00 237.04 31 2.52 900.00 0.58 0.36 669.60 230.40 32 2.48 911.60 0.58 0.36 688.20 223.40 33 2.43 922.86 0.58 0.36 706.80 216.06 34 2.39 933.80 0.57 0.36 725.40 208.40 35 2.35 944.44 0.57 0.35 744.00 200.44 36 2.31 954.78 0.57 0.35 762.60 192.18 Required 100-Yr Detention Volume - FAA Method 4/6/2015 3:08 PM Detention Volume H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Copy of Det.Vol_FAA.xls 04/04/18 APPENDIX C HYDRAULIC COMPUTATIONS 1. STORMCAD CALCULATIONS - MINOR STORM (Not Included) 2. STORMCAD CALCULATIONS - MAJOR STORM (Not Included) 3. STREET CAPACITY CALCULATIONS 4. INLET CAPACITY CALCULATIONS 5. NORTH FRONTAGE ROAD OFF-SITE SUB-BASIN SUMMARY TABLE 6. NORTH FRONTAGE ROAD ON-SITE SUB-BASIN SUMMARY TABLE 7. CULVERT ANALYSIS 8. I-70 EXISTING AND PROPOSED DITCH CAPACITY ANALYSIS (100-YR) 04/04/18 100-YEAR RESTRICTOR PLATE PROJECT INFORMATION PROJECT NAME: PROJECT #: POND NAME: DATE: Max 100-Year Release Rate = 0.6 (cfs) Outlet Pipe Invert Elevation = 0.00 (ft) MINIMUM 3" BELOW LOWEST PERF. 5-Year WSEL = 0.00 (ft) Inlet Grate Elevation = 0.00 (ft) 100-Year WSEL = 5.96 (ft) Orifice Equation: *Equation SO-15, UDFCD (V.2), Chapter 10, Page SO-20 Q = Flow Rate Through Orifice (cfs) C = Discharge Coefficient (0.40-0.65) A = Area Of Orifice (ft²) H = Effective Head On Orifice Opening (ft) g = Gravitational Acceleration (32.2 ft/sec²) Minimum Opening Area = 0.05 (ft²) H = 5.87 (ft) g = 32.2 (ft/sec²) C = 0.60 (0.40-0.65) Outlet Pipe Diameter = 6 (in) 0.50 (ft) R = 0.25 (ft) θ = 1.19 (rad) "y" Invert To Plate = 0.16 (ft) = 1.9 (in) A = 0.05 (ft²) Centroid Elevation = 0.09 (ft) Velocity = 11.66 (ft/s) SSCV 14.0498 Detention 42100 4/6/2015 3:13 PM 100-Yr Restrictor Plate H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\REPORT\report assemble\Copy of 100-Year_Release.xlsm 04/04/18 Project Description Friction Method Manning Formula Solve For Full Flow Capacity Input Data Roughness Coefficient 0.010 Channel Slope 0.00800 ft/ft Normal Depth 0.50 ft Diameter 0.50 ft Discharge 0.65 ft³/s Results Discharge 0.65 ft³/s Normal Depth 0.50 ft Flow Area 0.20 ft² Wetted Perimeter 1.57 ft Hydraulic Radius 0.13 ft Top Width 0.00 ft Critical Depth 0.41 ft Percent Full 100.0 % Critical Slope 0.00801 ft/ft Velocity 3.32 ft/s Velocity Head 0.17 ft Specific Energy 0.67 ft Froude Number 0.00 Maximum Discharge 0.70 ft³/s Discharge Full 0.65 ft³/s Slope Full 0.00800 ft/ft Flow Type SubCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Worksheet for DETENTION OUTFALL 4/6/2015 3:23:10 PM Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2of 1 Page GREATER THAN ALLOWABLE RELEASE RATE=0.62 CFS 04/04/18 GVF Output Data Normal Depth Over Rise 100.00 % Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 0.50 ft Critical Depth 0.41 ft Channel Slope 0.00800 ft/ft Critical Slope 0.00801 ft/ft Worksheet for DETENTION OUTFALL 4/6/2015 3:23:10 PM Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 2of 2 Page 04/04/18 APPENDIX F DRAINAGE PLANS 04/04/18 1 2 DRAINAGE PLAN - EXISTING Scale as shown Date Drawn By Project Number NOT FOR CONSTRUCTION SKI ANDSNOWBOARDCLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 D1 1 04/04/18 1 2 DRAINAGE PLAN - PROPOSED Scale as shown Date Drawn By Project Number NOT FOR CONSTRUCTION SKI ANDSNOWBOARDCLUB VAIL.REJ JUNE 1 2015 14.0498 No. Description Date 225 MAIN STREET, UNIT C 101, EDWARDS, COLORADO 81632 MAIN 970.926.6007 MARTINMARTIN.COM 1 BUILDING PERMIT 07-01-15 D2 1 04/04/18 clarify size water main for fire protection 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18 04/04/18