HomeMy WebLinkAboutREV 3 approved plansScale
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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
01/22/19
Scale
Date
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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
01/22/19
Scale
Date
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NOT FOR CONSTRUCTION
7/21/2015 10:36:23 AMG402
COMCHECK
REPORTSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07 .01 .15
000000
No . Description Date
01 PERMIT 07 .01.15
01/22/19
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Date
Drawn By
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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
01/22/19
UP
UP
UP
DN
REF.REF.
A2022
A202
A201
A201
1
2
1
1
1
4
4
5
5
6
6
3
3
4.1
1.1
1.1
0.1
0.1
1
A301
1
A301
C
C
F 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
2
A302
C .1 C .1
45 6 7 8 9
COMPACT
10 11 12 13 14 15 16 17 18 19 20 21-EAST 22-EAST
23
COMPACT
24 COMPACT
MECH
G02
TRASH
G13
TUNE SHOP
RECEPTION
G03
EHU STUDIO TYPE
B
G16
A601
2
EHU STUDIO -
TYPE B UNIT
G15
CLUB STORAGE
G08
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
ELECTRICAL
PANELS
G17
73
80
80
80
80
80
80
80
80
80
73
73
73
80
TECH SHOP
G04
FD FD FD FD
A952
1
FD
FD
FD
FD
A704
3
A7044
A704
5
A250
14
88' - 0"
88' - 0"
2
2
D D
12
3
A248
73
73
A601
1
OFFICE
G07
MECH /
JANITOR
G05
WEST
PENTHOUSE
STORAGE
G20
WEST PENTHOUSE PARKING
LOCKERS
G06
CLUB
ELEVATOR 1
A250
4
A250 5
6
37
A250
10
9
8
11
12
15 13
CAR WASH
EQUIPMENT
EAST PENTHOUSE
STORAGE
G19
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
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
A601 21
64
64
TRASH/ RECYCLE
G23
A248 14EQUIP. EASTTV
TV
SIDEWALL ROOM
175
EQUIP.
177
A248 1
2
A248 3
4
A248
5
A248
6
7
A248
8
10 9
A248
12
13 11
A2491
2
A249
3
45
A249 68
7
A249 10
9
11
A249 12
A24914
13
A249
15
16
A24917
A24918
A249 19
A249
20
A249
21
A249
22
A249
23
A249
24
A249
25
A249 26 27
A249
28
15
RS 350
RS NC
MERCURY
MACHINE
DISCOVERY (FUTURE)
WEST PENTHOUSE
PARKING
1
A608e
WEST
PENTHOUSE GYM
G21
MIRROR WALL
29
33
ADA LIFT
SAVARIA- TYPE 3
W/ PLATFORM GATE
Scale
Date
Drawn By
Project Number
3/16" = 1'-0"12/14/2018 11:07:01 AMA100
GARAGE FLOOR
PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
10/29/2018
000000
3/16" = 1'-0"
1 GARAGE FLOOR PLAN
0' 2' 8' 16' 32' 4'
No. Description Date
1 WEST P.H.
REVISION 1
9.7.2018
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
UP
UP
DN
UP
DN
UP
DN
UP
A202
A201
1
3
A301
3
A301
1
1
4
4
5
5
6
6
3
3
4.1
1.1
1.1
0.1
0.1
1
A301
1
A301
C C
F 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
1
A406
3
A407
WEST STAIR
WS1
EAST STAIR
ES1
ALPINE COACHES
WORK STATIONS
102
MECH.
150
AV
134
ELECTRICAL
151
GIRLS
132
WOMENS
BATHROOM
136
MECH
122
GIRLS LOCKER
ROOM 2
145
A901
2
A950
2
A904
5
A903
1
A951
2
A904
1
A902
2
A952
2
A201
1
A2022
1
A407
3
A408
2
A407
7
A704
2
A408
43
46
A508
3
A508
3
A508
2
A704
1
BREEZEWAY
101
1
G202
1
G202
2
D D
3
A406
ALPINE DIRECTOR
OFFICE
103
OFFICE
104
OFFICE
105
OFFICE
106
OFFICE
107
CONF./ MEET AND
GREET
108
ADMISSIONS
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
X17
X17
WEST HALLWAY
110
BOYS LOCKER
ROOM 1
114
GATE REPAIR
113
WEST
PENTHOUSE
STORAGE
117
WEST
BREEZEWAY
116
BOOT ROOM
121
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
COACHES
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
PATIO STAIR
EAST
PSE1
A252
1 A253
1
A575
9
A574
3
A573
1
A573
1
A573
1
A573
1
A573
1
A573
1
CLUB ELEVATOR
324
EAST CONDO
325
WEST CONDO
ELEV.
326
88
88
88
88
X17
X18
35
X17
33
33
35
X17
X27
X27
X17
X17
34
88
88
X27
X27
88
88
X17
46
80
34
34
34
X15X15
X17
X173333
35
35
35
E E
A507
3
A507
3
A507
3
A507
3
A507
3
A507
3
A507
3
A507
3
A507
3
46
WEST LOCKER
HALL
133
STAFF SKIS
340
ATHLETE SKIS
341
CONF.
342
-
ACROBATICS
WORK
137
EAST HALLWAY
115
36
X18
35
36
33
46
43
-
---
CONF./ MEET AND
GREET
108
ADMISSIONS
OFFICE
109
WEST ELEV VEST
118
BREEZEWAY
101
BREEZEWAY
101
DAY USE
ATHLETE AREA
126
WEST STAIR
WS1
EAST STAIR
ES1
EAST CONDO
ELEV.
325
Scale
Date
Drawn By
Project Number
3/16" = 1'-0"12/13/2018 1:43:24 PMA101
CLUB LEVEL ONE
FLOOR PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
3/16" = 1'-0"
1 CLUB LEVEL 1 FLOOR PLAN 0' 2' 8' 16' 32'4'
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
3 TI REVISIONS 11.26.201
8
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
DN
DN
DN
UP
DN
DN
DN UP
DW
REF. REF.
3
A301
3
A301
1
1
4
4
5
5
6
6
3
3
4.1
1.1
1.1
0.1
0.1
1
A301
1
A301
C C
F F
H H
B B
G G
A 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
1
A405
1
A408
1
A406
3
A407
7
A704
2
A408
1
A409
2
A409
1
G202
1
G202
2
2
D D
A254
2
4
27
1
A257 35
36
37
A256 17
4
A256
8
A256
19
A256
24
A256
10
2
35 15
14
16
18
6
9 7
12
26
A256
20
21
22
CLUB ROOM
207
BOARD ROOM
202
WEST STAIR
WS2
CLUB
ELEVATOR
TREATMENT
204
MECH
209
ELEC.
206
KITCHEN
205
KITCHEN
216
RECEPTION HALL
201
WOMEN'S
RESTROOM
212
MEN'S
RESTROOM
213
STAFF LOUNGE
215
HANGING
234
RR
224
RACE INFO DESK
233
STORAGE
STORAGE
208
AWARDS
PODIUM - SEE
LANDSCAPE
FOR BOULDER
ARRANGEMENT
VENT CHASE
FROM BELOW
2
A509
2
A509
22
A509
36
X28
33
33
33
33 43
43
2
A406
3
A406
PATIO STAIR
EAST
PSE2
ADA
JANITOR
235
TEMP. OFFICES
225
ACCOUNTANT
217
FINANCE OFFICE
218
EXEC OFFICE
220
DEV./EVENTS
222
WEST
PENTHOUSE SKI
STORAGE
237
ADMISSIONS
229
EAST PENTHOUSE
SKI STORAGE
236
CLUB TERRACE
WEST ELEV VEST
210
EAST ELEV VEST
211
A574
3
A574
3
A574
3
A574
3
A574
3
A256
1
EAST STAIR
327
EAST CONDO
ELEV.
328
LINE OF ROOF ABOVE
ENTRY TRELLIS BELOW
BBQ
PLANTER
WEST CONDO
ELEV.
329
TOWN AND
COUNTRY TC54
GAS
FIREPLACE
APPLIANCE
76
76
80
76
80
46
88
88
33
36
36
36
33
33
35
35
88
88
76
76
76
33
50
50
46
88
80
88
76
88
E E
A507
3
A507
3
A570
14
50
A254 17
A601
7 W001 & W002
A601
A601
F.D.
MECH.
339
HALL
159
SHELVES
160
MECH.
347
MEMBER
SERVICES
226
MECH.
345
10
A905
PROPERTY LINE
BOOKKEEPER
346
SMALL CONF.
170
COO
179
A251 17
A251.1 3941
40
A254
6
3
7
A254 5
18
19
A254
20
A254
22
23 21
A25713
A257
16
14
10
11
12
A257 17
A257 19
18
20
A257
21
2223
24
38
39
A257 4041
KITCHEN
205
3
A202
13 R'S AT 7"
12 T'S AT 1'-0"
CONCRETE
LANDING
CONCRETE
LANDING
3'-0" X 6'-8"
HOLLOW MTL
DOOR/ PANIC
HARDWARE
-
METAL STAIR W/
RUBBERIZED
TREAD LINE OF ROOF ABOVE44
45
DONOR WALL
OLD PHOTOS/HISTORY WALL
TROPHY CASE
SPONSOR WALL
8
A905
1
A608e
33
33
33
35
33
33 33
33
35
35
33
GYM
190
-
---
WORKSPACE
Scale
Date
Drawn By
Project Number
3/16" = 1'-0"12/13/2018 1:43:47 PMA102
CLUB LEVEL
TWO FLOOR
PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR
10/29/2018
000000
0' 2' 8' 16' 32' 4' 3/16" = 1'-0"1
EXISTING/FUTURE CLUB LEVEL 2 FLOOR
PLAN Copy 1
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
3 TI REVISIONS 11.26.201
8
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
DN
DNROUTE B
1
4
4
5
5
6
6
3
3
1.10.1
C C
F F
H
B B
G G
C .1
C .1
2
2
D D
E E
DECK
DECK
..
..
RESIDENTIAL
ELEVATOR
STANDING SEAM ROOF,
GUTTER, HEATTAPE,
THROUGH WALL SCUPPER
WITH DOWNSPOUT
Scale
Date
Drawn By
Project Number
3/16" = 1'-0"12/13/2018 1:43:48 PMA103
CONDOMINIUM
LEVEL THREE
FLOOR PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
10/29/2018
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
06 9-15-17BLDG.PERMIT CORR.
07 BLDG. PERMIT CORR. 11-16-17
3/16" = 1'-0"1 CONDOMINIUM LEVEL 3 FLOOR PLAN
No. Description Date
WEST CONDO UNIT-
SEPARATE BLDG
PERMIT
EAST CONDO UNIT-
SEPARATE BLDG
PERMIT
4 AMEND BLDG PERMIT 12.13.2018
01/22/19
1
1
4
4
5
5
3
3
1.1
1.1
0.1
0.1
C C
F F
B
G G
C .1 C .1
2
2
D D
E E
.. . .
BALCONY BALCONYBALCONY
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"12/13/2018 1:43:53 PMA104
CONDOMINIUM
LEVEL FOUR
FLOOR PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
10/29/2018
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
06 9-15-17BLDG.PERMIT CORR.
1/8" = 1'-0"1 CONDO LEVEL 4 FLOOR PLAN
No. Description Date
WEST CONDO UNIT-
SEPARATE BLDG
PERMIT
EAST CONDO UNIT-
SEPARATE BLDG
PERMIT
4 AMEND BLDG PERMIT 12.13.2018
01/22/19
3
A301
3
A301
1
1
4
4
5
5
6
63
4.1
1.1
0.1
0.1
1
A301
1
A301
C C
F F
H H
J J
B
G G
A 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
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 5/8"
37' - 3 1/8"
37' - 3 1/4"
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
SNOWGUARD SNOWGUARD
*DETAIL PER STRUCTURAL
WALLS BELOW
WALLS BELOW
WALLS BELOW
RIDGE RIDGE
ROOF DECK BELOW ROOF DECK BELOW
S.S. ROOF BELOW
WALLS BELOW
WALLS BELOW
SIM.
MECH. CHIMNEY MECH. CHIMNEY
WEST MECH. CHASE
EAST MECH. CHASE
E E
GUTTER &
DOWNSPOUT
GUTTER &
DOWNSPOUT
GUTTER &
DOWNSPOUT
FUTURE SOLAR
PANELS
FUTURE SOLAR
PANELS
FUTURE SOLAR
PANELS FUTURE SOLAR
PANELS
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"12/13/2018 1:43:59 PMA105
ROOF PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR
10/29/2018
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
06 9-15-17BLDG.PERMIT CORR.
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
REF.REF.
UP
UP
UP
DN
D
GARAGE
G01
ELEV. EQUIP
G14
BOILER ROOM
G09
EAST STAIR
ES0
CLUB
ELEVATOR
TRASH
G13
TUNE SHOP
RECEPTION
G03
EHU STUDIO TYPE
B
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
ELECTRICAL
PANELS
G17
TECH SHOP
G04
FD FD FD FD
FD
FD
FD
FD
FD
FD FD
FD
MECH / JANITOR
G05
OFFICE
G07
LOCKERS
G06
WEST CONDO
ELEV.
333
EAST CONDO
ELEV.
334
EHU PATIO
EHU PATIO
SIDEWALK
DRIVEWAY
WEST
PENTHOUSE
STORAGE
G20
WEST
PENTHOUSE GYM
G21
EAST PENTHOUSE
STORAGE
G19
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.CONC.
CONC.
RUB. FLR
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
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.CONC. CONC.
CONC.
CONC.
CONC.
CONC.
CONC. CONC.
CONC.
POR
CONC.
RUB. FLR
CONC.
CONC. CONC.
CONC. CONC.
CONC.
CONC.
ADA LIFT
SAVARIA- TYPE 3
W/ PLATFORM GATE
SIDEWALL ROOM
175
EQUIP.
177
CLUB STORAGE
G24
TRASH/ RECYCLE
G23
MECH
G02
ELECTRICAL
PANELS
G17
TECH SHOP
G04
Scale
Date
Drawn By
Project Number
3/16" = 1'-0"12/13/2018 1:44:12 PMA109
GARAGE LEVEL
FLOOR FINISH
PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
3/16" = 1'-0"1 GARAGE LEVEL-CONCRETE JOINTS
No. Description Date
1 WEST P.H.
REVISION 1
9.7.2018
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
UP
UP
DN
UP
DN
UP
DN
UP
1
1
4
4
5
5
6
6
3
3
4.1
1.1
1.1
0.1
0.1
C C
F F
H H
J J
B
G G
A
C .1
C .1
MECH.
150
AV
134
ELECTRICAL
151
GIRLS
132
WOMENS
BATHROOM
136
GIRLS LOCKER
ROOM 2
145
F.D.F.D.
2
D D
BOOT ROOM
121
MENS BATHROOM
135 BOYS BATHROOM
128
DAY USE
ATHLETE AREA
126
WOMENS LOCKER
ROOM 2
148
GIRLS
BATHROOM
129
EAST PENTHOUSE
SKI ROOM
149
COACHES
131
GIRLS LOCKER
ROOM 1
144
GIRLS LOCKER
ROOM 3
146
WOMENS LOCKER
ROOM 1
147
PATIO STAIR
EAST
PSE1
F.D.
F.D.
BOOT DRYER
CLUB ELEVATOR
324
E E
CONC
CPT
CONC
CPT
CONC
CPT
CONC CPT
CPT CPT
CPT CONC.
CONC. CPT
CPT CPT
CPT
CPT
CONC CONC
GIRLS LOCKER QTY: 127/ 5%= 6.35 ACCESSIBLE LOCKERS MIN.
WOMEN'S LOCKER QTY: 30/ 5%= 1.5 ACCESSIBLE LOCKERS MIN.
CONF./ MEET AND
GREET
108
ADMISSIONS
OFFICE
109
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
WEST ELEV VEST
118
WEST CONDO
ELEV.
326
WEST
PENTHOUSE
STORAGE
117
WEST
BREEZEWAY
116
BREEZEWAY
101
BREEZEWAY
101
DAY USE
ATHLETE AREA
126
WEST STAIR
WS1
EAST STAIR
ES1
EAST CONDO
ELEV.
325
CONC CONC
Scale
Date
Drawn By
Project Number
3/16" = 1'-0"12/13/2018 2:50:15 PMA109A
CLUB LEVEL 1
FLOOR FINISH
PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
3/16" = 1'-0"1 CLUB LEVEL 1 FLOOR FINISH PLAN
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
3 TI REVISIONS 11.26.201
8
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
DN
DN
UP
DN
DN
DN UP
DW
REF.REF.
CLUB ROOM
207
BOARD ROOM
202
WEST STAIR
WS2
CLUB
ELEVATOR
MECH
209
DISPLAY
ELEC.
206
KITCHEN
205
RECEPTION HALL
201
WOMEN'S
RESTROOM
212
MEN'S
RESTROOM
213
HANGING
234
RACE INFO DESK
233
STORAGE
208
AWARDS
PODIUM - SEE
LANDSCAPE
FOR BOULDER
ARRANGEMENT
VENT CHASE
FROM BELOW
PATIO STAIR
EAST
PSE2
TEMP. OFFICES
225
WEST
PENTHOUSE SKI
STORAGE
237
ADMISSIONS
229
EAST PENTHOUSE
SKI STORAGE
236
WEST ELEV VEST
210
EAST ELEV VEST
211
PAVERS
WEST CONDO
ELEV.
329
EAST CONDO
ELEV.
328
EAST STAIR
327
GENERAL FLOORING NOTES
- PAVERS AT EXTERIOR
- CPT -CARPET TILES
- TILE- CERAMIC TILE
- CONC.- FINISHED CONCRETE
ALL INT. CONCRETE FLOORS
SAW CUT
CONC.
CONC.
CONC.CONC.CONC.CPT
PRECAST.CPTCONC.TILECONC.CONC.TILECPT CPTCPTCPT CPT
CPT
HW HW
CPT
CPT
TILE.
CPT
CPT.
CPT
PRECAST.
CPT CPTCONC.CPT
CPT
CPT.
CPT
TILE
CPT
CPTHW
CPT
CONC. CPT
CPT
CPT
CPT
CONC
CPT
CPT.
CPT CPT.
CPTCPT
CPTCPT
CPT CPT
CPT
CPT
CPT
CPT
CPT
CPT
CPT
CPT
CONC.
CPT
PAVERSPAVERS PAVERS PAVERS PAVERS
PAVERS
PAVERS
CPT
PAVERS
CPT
PAVERS
CPT
EXPEDITION COLLECTION;
DIGITAL TERRAIN, SEISMIC WAVE
AND GRAVITATIONAL; COLOR 978;
HERRINGBONE INSTALLATION
(6606 SF)
EXPEDITION COLLECTION
OVERALL DIGITAL TERRAIN
WITH SOLID YELLOW
"CROSSWALK" PATTERN????
(1270 SF)
CONC.CONC.
Scale
Date
Drawn By
Project Number
3/16" = 1'-0"12/13/2018 2:50:17 PMA109B
CLUB LEVEL 2
FLOOR FINISH
PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
3/16" = 1'-0"1 CLUB LEVEL 2 FLOOR PLAN - SCORING
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
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.
01/22/19
1
1
4
4
5
5
6
63
4.1
1.1
0.1
0.1
C C
F F
H H
J J
B
G G
A
C .1
C .1
8' - 0"
2
D D
DAY USE
ATHLETE AREA
126
BREEZEWAY
101
WEST
BREEZEWAY
116
BOOT ROOM
121
BOYS BATHROOM
128
MENS BATHROOM
135
GIRLS
BATHROOM
129
WOMENS
BATHROOM
136
ELECTRICAL
151
MECH.
150
EAST LOCKER
HALL
127
GATE REPAIR
113
ADMISSIONS
OFFICE
109
BREEZEWAY
101
PATIO STAIR
EAST
PSE1
WEST ELEV VEST
118
7' - 6" 7' - 6"
7' - 6" 7' - 6"
8' - 0"8' - 0"
E E
CLUB ELEVATOR
324
EAST CONDO
ELEV.
325
EAST STAIR
ES1
WEST CONDO
ELEV.
326
WEST STAIR
WS1
STORAGE
336
MECH
122
F.D.
8' - 6" 8' - 6"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
*AFF
*AFF
*AFF *AFF
*AFF
*AFF
*AFF
*AFF
8' - 6"1' - 4 5/8"8' - 6"
7' - 6"
8' - 0"
8' - 0"
OFFICE
106
OFFICE
107
OFFICE
105
OFFICE
104
ALPINE DIRECTOR
OFFICE
103
WEST HALLWAY
110
CONF./ MEET AND
GREET
108
MENS LOCKER
ROOM 1
111
BOYS LOCKER
ROOM 1
114
BOYS LOCKER
ROOM 1
114
BOYS LOCKER
ROOM 2
124
BOYS LOCKER
ROOM 2
124
MENS LOCKER
ROOM 2
123
ATHLETE SKIS
341
STAFF SKIS
340
WEST LOCKER
HALL
133
BOYS LOCKER
ROOM 3
125
SNOWBOARD
OFFICE
138
CONF.
139
F.ST./F.SK.
OFFICE
140
F.ST./F.SK.
OFFICE
141
FREE SKI/STYLE
DIR. OFFICE
142
ACROBATICS
WORK
137
EAST HALLWAY
115
CONF.
342
GIRLS LOCKER
ROOM 1
144
AV
134
GIRLS LOCKER
ROOM 1
144
WOMENS LOCKER
ROOM 1
147
WOMENS LOCKER
ROOM 2
148
GIRLS LOCKER
ROOM 2
145
GIRLS LOCKER
ROOM 2
145
GIRLS LOCKER
ROOM 3
146
GIRLS
132
COACHES
131
RCP LEGEND
RE" MECH
VINYL FACED ACOUSTICAL TILE
GYP BOARD SOFFIT (INTERIORS)
GYP SOFFIT BOARD (EXTERIORS)- ASTM -C931
EXPOSED CONCRETE DECK OR
FIRE RATED LID
OPEN TO STRUCTURE AND MECH.
FOIL FACED BATTS
PINNED TO STRUCTURE;
R-19. TAPE JOINTS
STUCCO
WOOD T&G 1 X 6
UNDERSIDE OF ROOF
Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:45:06 PMA111
CLUB LEVEL ONE
RCPSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
10/29/2018
000000
1/8" = 1'-0"
1 CLUB LEVEL 1 RCP
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
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
1
1
4
4
5
5
6
63
4.1
1.1
0.1
0.1
C C
F
H H
J J
B
G G
A
C .1
C .1
7' - 7"
VAULTED
7' - 8"
8' - 0"
9' - 0"
2
D
CLUB ROOM
207
STORAGE
208
KITCHEN
205
BOARD ROOM
202
RECEPTION HALL
201
MECH
209
TEMP. OFFICES
225
WOMEN'S
RESTROOM
212
MEN'S
RESTROOM
213
ADMISSIONS
229
MEMBER
SERVICES
226
HANGING
234
EAST ELEV VEST
211
EAST PENTHOUSE
SKI STORAGE
236
12' - 5 5/8"
E
7' - 7"
CLUB ELEVATOR
337
EAST CONDO
ELEV.
328
EAST STAIR
327
WEST CONDO
ELEV.
329
WEST STAIR
WS2
8' - 2"
8' - 2"
7' - 8"
7' - 8"
7' - 8"
7' - 8"
7' - 4"
7' - 7"
*SOFFIT 7' - 7"
7' - 7"
7' - 4"
7' - 7"
B.24
TREATMENT
204 JANITOR
235
KITCHEN
205
BOOKKEEPER
346
KITCHEN
216
SMALL CONF.
170
MECH.
345
ACCOUNTANT
217
FINANCE OFFICE
218
EXEC OFFICE
220
DEV./EVENTS
222
RR
224
ELEC.
206
MECH.
339
7' - 7" 7' - 7"
GYM
183
RCP LEGEND
RE" MECH
VINYL FACED ACOUSTICAL TILE
GYP BOARD SOFFIT (INTERIORS)
GYP SOFFIT BOARD (EXTERIORS)- ASTM -C931
EXPOSED CONCRETE DECK OR
FIRE RATED LID
OPEN TO STRUCTURE AND MECH.
FOIL FACED BATTS
PINNED TO STRUCTURE;
R-19. TAPE JOINTS
STUCCO
WOOD T&G 1 X 6
UNDERSIDE OF ROOF
Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:45:17 PMA112
CLUB LEVEL
TWO RCPSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR
10/29/2018
000000
1/8" = 1'-0"
1 CLUB LEVEL 2 RCP
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
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
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 ANDSNOWBOARD
CLUB 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
01/22/19
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
01/22/19
REF.REF.
UP
UP
UP
DN
1
1
4
4
5
5
6
6
3
3
4.1
1.1
1.1
0.1
0.1
C
C
F F
H H
J J
B B
G G
A A
C .1 C .1
2
2
D
GARAGE
G01
ELEV. EQUIP
G14
BOILER ROOM
G09
EAST STAIR
ES0
MECH
G02
TRASH
G13
TUNE SHOP
RECEPTION
G03
EHU STUDIO TYPE
B
G16
EHU STUDIO -
TYPE B UNIT
G15
CLUB STORAGE
G08
WEST STAIR
WS0 21' - 5 13/16"9' - 2 13/16" 2' - 0"38' - 9"8' - 11 11/16" 14' - 9 5/16" 25' - 9 1/2" 121' - 0 1/8"9' - 8 3/4" 6' - 8 3/8" 53' - 3" 26' - 7 5/16" 48' - 2 11/16" 8' - 9" 17' - 2 1/8"
ELEV
VEST
G10
TRASH/RECYCLE-E
G11
WATER ENTRY
G12
EL. VEST
G18
ELECTRICAL
PANELS
G17
TECH SHOP
G04
FD FD FD FD
FD
FD
FD
FD
88' - 0"
88' - 0" 0' - 10" 3' - 5 5/8" 12' - 4 3/8"0' - 3 5/8"2' - 3 5/8"6' - 6 1/16"0' - 10"13' - 11 1/2" 4' - 0 11/16"4' - 11" 18' - 9"0' - 11"18' - 3"0' - 10" 2' - 0"9' - 2 13/16" 21' - 6 5/16"7' - 4" 5' - 9"21' - 5 13/16"9' - 2 13/16"2' - 0" 38' - 9" 8' - 11 11/16" 14' - 9 5/16" 25' - 9 1/2" 001 002
003
004
OFFICE
G07
MECH /
JANITOR
G05
WEST
PENTHOUSE GYM
G21
WEST
PENTHOUSE
STORAGE
G20
LOCKERS
G06
029
030
031
032
026
025
023
020
013 014
015
017
018
019
034
016
012
033
027
0' - 10"8' - 10 3/4" 6' - 8 3/8" 6' - 6 3/4"
0' - 5 1/2"0' - 3 5/8"
45' - 11 1/8" 22' - 0 15/16"
0' - 3 5/8"
2' - 0"2' - 2 3/4"11' - 11 3/8"
0' - 3 5/8"
20' - 8 3/4"0' - 3 5/8"11' - 1 7/8"
0' - 3 5/8"
3' - 5 13/16" 3' - 6" 4' - 4 15/16"
0' - 3 5/8" 0' - 6 7/16"16' - 4 1/8" 0' - 10"0' - 10" 0' - 3 5/8" 12' - 5 7/8"0' - 9 13/16"0' - 3 5/8" 2' - 9 1/8" 0' - 3 5/8"5' - 0 5/8"2' - 0"38' - 9"8' - 11 11/16" 9' - 8 3/4" 6' - 8 3/8" 21' - 2 3/8" 0' - 10"
0' - 3 5/8"
2' - 0"
2' - 2 3/4"
0' - 3 5/8"1' - 10 3/16"
5' - 11 1/16"
0' - 3 5/8"
2' - 6" 2' - 6"0' - 3 5/8"11' - 5 3/4"
0' - 4 1/4"
1' - 6 11/16"
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' - 10" 20' - 10"0' - 3 5/8"8' - 2 1/2" 0' - 3 5/8"3' - 11 3/4"3' - 4 7/8" 0' - 3 5/8"2' - 3" 0' - 3 5/8" 2' - 11 11/16"1' - 8 3/8" 0' - 3 5/8" 0' - 10" 28' - 8 5/8" 0' - 8" 7' - 7 5/8" 0' - 10 3/4"1' - 9 1/4"3' - 4 1/8" 0' - 3 5/8"2' - 0"3' - 2 3/8" 0' - 3 5/8"4' - 0"8' - 0"0' - 10" 1' - 10 3/16" 2' - 1 3/16"0' - 3 5/8"5' - 8 5/8" 0' - 4"14' - 7 15/16"0' - 10" 0' - 10"60' - 10 3/16" 0' - 10" 24' - 11 5/16" 0' - 10" 0' - 10"18' - 3" 0' - 8" 5' - 2" 0' - 3 5/8" 13' - 9 1/4" 0' - 3 5/8"4' - 7 3/8"0' - 3 5/8"3' - 6 3/16" 13' - 11 1/2"0' - 10" 24' - 11 5/16" 0' - 10" 1' - 7 1/16" 0' - 10" 13' - 7 15/16"0' - 3 5/8"6' - 9" 0' - 3 5/8" 3' - 5 5/16"0' - 6"0' - 10"12' - 0" 0' - 3 5/8" 5' - 2 3/8" 0' - 3 5/8" 5' - 5 1/4" 0' - 3" 4' - 9" 0' - 5 1/2"19' - 0 1/4"0' - 3 5/8"12' - 9 3/4" 0' - 10"010
011
009
3' - 0"2' - 0"
0' - 10"
5' - 2 7/8"
0' - 8"
2' - 6 1/4"
0' - 3 5/8"0' - 2"
5' - 6 1/8"
0' - 8"
0' - 6 1/4"
53' - 3" 10' - 10" 15' - 9 5/16"0' - 3 11/16"9' - 1" 38' - 9 15/16" 8' - 9"
0' - 1 1/8"
1' - 10 3/4"
0' - 2 1/2"
2' - 4 1/8"2' - 3 5/8"0' - 8"
6' - 10" 2' - 0"0' - 10"
0' - 10" 8' - 2 3/4" 0' - 8" 6' - 8 3/8" 53' - 0 3/8"
0' - 2 5/8"
0' - 7 3/8" 25' - 11 15/16" 0' - 8 11/16"
1'- 7 1/16"
0' -9 7/8"
6' - 6" 0' - 3 5/8" 35' - 1 11/16" 0' - 3 5/8"
2' - 0" 0' - 10 1/8"
6' - 3 9/16"
0' - 3 5/8"
2' - 1 13/16"5' - 4 1/16" 2' - 0"
0' - 10"
1' - 11 3/4"
2' - 6 1/4"2' - 9 3/16"
0' - 3 5/8"
1' - 3 15/16"1' - 10 7/16"
3' - 2 9/16"
0' - 3 5/8"
1' - 3 3/4"
53' - 3" 26' - 7 5/16" 47' - 2 13/16" 0' - 8"
0' - 3 7/8"
1' - 2 1/4"
0' - 3 5/8"
6' - 10 1/8"
0' - 3 5/8"
2' - 1 1/4"
0' - 2 1/2"
4' - 7 3/4" 9' - 6"
0' - 10"
0' - 10" 8' - 10 3/4"5'-1"
0'-3 5/8"
1' - 3 3/4"
40' - 2 1/4" 13' - 0 3/4" 26' - 7 5/16" 47' - 4 15/16" 0' - 9 3/4"
1' - 2 1/4" 0' - 3 5/8"
2' - 0 1/8" 4' - 10"
0' - 3 5/8" 0' - 1 3/8"
16' - 4 1/8" 0' - 10"
0' - 10"8' - 10 3/4" 6' - 8 3/8" 6' - 6 3/4"
0' - 4 7/8"
0' - 0 5/8"
0' - 3 5/8"
45' - 7 3/16"
0' - 3 5/8"
3' - 6 3/16" 9' - 0 7/8" 3' - 6 3/16"
0' - 3 5/8" 2' - 8 13/16"
3' - 0 3/16"
0' - 3 5/8"
4' - 2 1/8" 9' - 11 3/8"
2' - 0"0' - 3 5/8"
20' - 8 3/4"
0' - 3 5/8"
1' - 2 5/16"
5' - 2"
0' - 4 7/8"
4' - 4 11/16"
0' - 3 5/8"
2' - 8 1/16"
0' - 6 1/8"
0' - 3 5/8"
2' - 0 1/8"0' - 3 5/8"
1' - 6 1/16"0' - 1 1/8"2' - 9 5/8"
1' - 4 13/16"0' - 3 5/8"
0' - 4" 16' - 4 1/8"0' - 10"
6' - 2 1/2" 5' - 11 1/2" 5' - 4" 4' - 6 3/8"5' - 9 7/16" 5' - 9 7/16" 11' - 0 3/8"
EAST PENTHOUSE
STORAGE
G19
005
006
007
TRASH/
RECYCLE
G23
186
035
CLUB STORAGE
G24
0' -10"
4' - 1" 4' - 1 1/16" 0' - 10"
036
0' - 10"
0' - 3 5/8"
8' - 3 3/4"26' - 7 5/16"7' - 10 5/16"1' - 2 3/16"26' - 7 5/16" 0' - 8 11/16" 0' - 10" 13' - 2 7/8"
0' - 3 5/8"
2' - 0"
3' - 5 3/8"
0' - 3 5/8"
5' - 4 7/8"
0' - 3 5/8" 0' - 10"20' - 10"7' - 10 5/16"0' - 10"7' - 10 5/16"0' - 10"0' - 3 5/8" 5' - 3 7/8" 2' - 10 5/8"0' - 3 5/8"3' - 11 3/4" 1' - 4 7/8"2' - 0" 0' - 3 5/8"2' - 3"0' - 3 5/8"2' - 8 1/16" 0' - 3 5/8"1' - 8 3/8"0' - 3 5/8"0' - 10"5' - 11"0' - 8" 7' - 4" 0' - 8" 4' - 4" 19' - 0" 8' - 11 11/16" 13' - 11 1/2" 0' - 10" 8' - 9 11/16"0' - 3 5/8"5' - 3" 2' - 0" 0' - 3 5/8"8' - 3 3/8"0' - 10"9' - 8 3/4" 6' - 8 3/8"0' - 10"2' - 0"16' - 11" 2' - 0" 3' - 0" 0' - 8"7' - 7 5/8" 0' - 8"3' - 3 1/4"1' - 9 1/8" 0' - 2 7/8"0' - 3 5/8" 4' - 7 3/8" 0' - 3 5/8"3' - 6 3/16"13' - 11 5/16"0' - 10"5' - 7 3/16" 4' - 4 5/8"4' - 4 11/16"10' - 7" 0' - 10"121' - 0 1/8"022
037
038
039
040
028
Scale
Date
Drawn By
Project Number
3/16" = 1'-0"12/13/2018 1:45:23 PMA115
GARAGE
DIMENSION PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
3/16" = 1'-0"1 GARAGE FLOOR PLAN-DIMENSIONED
No.Description Date
1 WEST P.H.
REVISION 1
9.7.201812.13.2018
AMEND BLDG
PERMIT PHASE 1
4
01/22/19
UP
UP
DN
UP
DN
UP
UP
DN
DN
UP
1
1
4
4
5
5
6
6
3
3
4.1
1.1
1.1
0.1
0.1
C C
F
H H
J J
B
G G
A
C .1
C .1
2
2
D D
WEST STAIR
WS1
42"H STEEL GUARDRAIL
PROPERTY LINE
EAST STAIR
ES1
GAS AND ELEC.
METERS
ALPINE COACHES
WORK STATIONS
102
MECH.
150
AV
134
ELECTRICAL
151
GIRLS
132
WOMENS
BATHROOM
136
MECH
122
GIRLS LOCKER
ROOM 2
145
9' - 8 3/4" 6' - 8 3/8" 53' - 3" 26' - 7 5/16" 48' - 2 11/16" 8' - 9" 17' - 2 1/8"30' - 8 5/8"2' - 0"30' - 11" 7' - 10"8' - 11 11/16" 14' - 9 5/16" 25' - 9 1/2" 121' - 0 1/8"BREEZEWAY
101
ALPINE DIRECTOR
OFFICE
103
OFFICE
104
OFFICE
105
OFFICE
106
OFFICE
107
CONF./ MEET AND
GREET
108
ADMISSIONS
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
GRIPPABLE
HANDRAIL
@ 36-38" AFF
7 R.'
S
@
@ 7"
(qty 130) (qty 127)
(qty 30)
101
102
103
105
104 106
108
109
110
111
(qty 30)
MAINTENANCE
STORAGE
Shwr
WEST HALLWAY
110
BOYS LOCKER
ROOM 1
114
GATE REPAIR
113
GATE REPAIR
112
WEST ELEV VEST
118WEST
PENTHOUSE
STORAGE
117
WEST
BREEZEWAY
116
BOOT ROOM
121
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
COACHES
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
PATIO STAIR
EAST
PSE1
1' - 0"
0' - 3 5/8"
8' - 5 1/8" 1' - 9 15/16"
0' - 3 5/8"
3' - 10 1/16"
0' - 8 11/16"
2' - 11"
0' - 3 5/8"
5' - 3 5/8"0' - 3 5/8"5' - 1 1/4"
0' - 3 5/8"
5' - 1 1/4"
0' - 3 5/8"
3' - 7 1/4" 2' - 6"
0' - 3 5/8"
8' - 2 1/4"
0' - 3 5/8"
7' - 7 1/4"
0' - 3 5/8"
8' - 5 1/4" 2' - 4 1/2"
0' - 1 1/2"
0' - 6" 25' - 11 13/16" 1' - 3"
0' - 6"
2' - 6" 8' - 5 3/4" 0' - 3 5/8" 17' - 5 1/4" 0' - 3 5/8" 2' - 0" 4' - 0 1/4"
0' - 3 5/8"
1' - 4 15/16"
3' - 8 9/16" 3' - 1 1/4"
0' - 3 5/8"
2' - 7 3/16"
2' - 8 7/16" 0' - 3 5/8"
0' - 5 15/16"
5' - 3" 16' - 0 1/2" 0' - 3 5/8" 0' - 10"
1' - 0"0' - 3 5/8" 8' - 5 1/8" 29' - 6 3/8"
0' - 3 5/8"
21' - 6 5/16" 0' - 3 5/8" 8' - 4 15/16"0' - 6"27' - 2 13/16" 0' - 6" 8' - 4 15/16" 0' - 3 5/8" 21' - 6 5/16" 0' - 3 5/8" 4' - 4 1/4"
0' - 6"
11' - 0 15/16" 3' - 6" 5' - 3" 6' - 8 9/16" 9' - 3 15/16"0' - 3 5/8"0' - 10"
4' - 7 7/8"0' - 6" 2' - 8 1/4"
0' - 3 5/8"
0' - 7"
6' - 8 15/16"
0' - 3 5/8"
5' - 3 1/16"
0' - 6"
16' - 8 3/4"
0' - 3 5/8"
11' - 5 3/4"
0' - 3 5/8"
4' - 1 1/4"
0' - 3 5/8"
13' - 11 1/8" 0' - 1 1/2"
0' - 6"
27' - 2 13/16" 0' - 6" 14' - 0 5/8"
0' - 3 5/8"
4' - 1 1/4"0' - 3 5/8"
11' - 5 3/4"
0' - 3 5/8"
2' - 0 15/16"
2' - 3 3/8"
0' - 3 5/8"
11' - 3 5/16" 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"8' - 6 15/16"
3' - 6 7/8"
0' - 10"1' - 0"
4' - 7 7/8"
0' - 6"
3' - 6 7/8" 3' - 1 1/2" 5' - 7 3/8"
0' - 6"
3' - 0 3/4" 0' - 6" 12' - 3 5/8" 4' - 7 5/16"
0' - 3 5/8"
4' - 4 7/16"
0' - 6"
6' - 5 1/8"
0' - 3 5/8"
4' - 1 1/4"
0' - 3 5/8"
13' - 11 1/8"
0' - 1 1/2"
0' - 6" 18' - 5 7/8"
0' - 6"
1' - 11 1/8"
0' - 3 5/8"
9' - 7 1/8"
0' - 6"
10' - 5 11/16"
0' - 3 5/8"
4' - 1 1/4"
0' - 3 5/8"
5' - 7 1/2"
0' - 6" 5' - 4 1/4"
0' - 3 5/8"
4' - 5 3/16" 11' - 6" 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"
1' - 0"
1' - 0"
2' - 10 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"27' - 7 7/8" 0' - 3 5/8"
4' - 1 1/4"
0' - 3 5/8"13' - 3 5/8"
0' - 7 1/2"
4' - 1" 0' - 6"
3' - 6"
0' - 6"
11' - 5 1/8" 1' - 7 5/8" 9' - 9 1/2" 0' - 6" 10' - 5 11/16"0' - 3 5/8"4' - 1 1/4"
0' - 3 5/8"
26' - 8 11/16"
0' - 8"0' - 3 7/8"
8' - 2 1/8"
0' - 6 7/8"
0' - 1 1/8"
1' - 8"
0' - 6"
2' - 3" 2' - 4"
0' - 8 3/4"
8' - 9 1/4" 0' - 10"
1' - 0"
2' - 8 1/8"
2' - 11 1/4"
0' - 3 5/8"
2' - 8 1/8"
0' - 1 5/8"
2' - 3" 4' - 5 3/8" 5' - 1 11/16" 0' - 6 5/16" 44' - 7 7/8"
0' - 3 5/8"
1' - 10 7/8"
0' - 6"
0' - 2 5/8"
8' - 1" 0' - 6" 11' - 3 7/8" 0' - 6" 2' - 7 3/4"3' - 6 11/16" 2' - 3 11/16" 7' - 1" 38' - 9 15/16" 8' - 0 3/8" 0' - 6"
0' - 2 5/8"
6' - 10 1/8"0' - 8 7/16"8' - 9 9/16" 0' - 10"
1' - 0" 8' - 7 1/8"
0' - 1 5/8"
6' - 8 3/8"
1' - 5 3/8" 0' - 6"
9' - 8 5/16"
1' - 9 3/16" 0' - 3 5/8"
1' - 9 3/16"
7' - 6 3/16"
0' - 3 5/8"1' - 9 3/16" 7' - 10 3/16"
0' - 3 5/8"
1' - 9 3/16" 7' - 10 3/16"
0' - 3 5/8"
5' - 7 3/16" 1' - 7 3/16"
0' - 3 5/8" 1' - 10 7/8"
0' - 6"
0' - 2 5/8"26' - 7 5/16" 2' - 3 11/16" 0' - 8" 5' - 9"
0' - 8"0' - 3 5/8" 7' - 5 3/16"
1' - 10 3/16"
0' - 3 5/8"
1' - 9 3/16" 7' - 1 11/16"
0' - 3 5/8"
7' - 6 11/16" 1' - 9 3/16"
0' - 3 5/8" 1' - 9 3/16"
7' - 6 11/16" 0' - 3 5/8" 0' - 5 7/8"
8' - 0 3/8"
0' - 6"0' - 2 5/8"
8' - 2 1/16" 8' - 2 1/16" 0' - 10"
0' - 7 1/8"
1' - 11"
4' - 2 1/4" 7' - 2 9/16" 1' - 11" 11' - 4 1/8" 1' - 11" 10' - 8 1/4" 1' - 11" 18' - 3 1/16" 0' - 4" 25' - 8 1/4" 0' - 7 1/16" 18' - 0 11/16" 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' - 0 5/16"0' - 9 11/16"18' - 3 5/16"0' - 8" 3' - 0" 10' - 5 5/8" 0' - 6"5' - 0 3/8"2' - 6 1/2"0' - 6"5' - 10 3/4" 0' - 0 7/16"14' - 9 5/16" 1' - 5" 2' - 1 3/8" 0' - 6"20' - 5 1/8" 0' - 6"0' - 10" 6' - 9"0' - 2 5/8"0' - 6"8' - 11 3/8"0' - 3 5/8"17' - 5 3/4" 7' - 1 1/8" 0' - 6" 18' - 11 1/2" 0' - 3 5/8"1' - 5 3/8" 14' - 10 5/8"0' - 3 5/8" 1' - 9 3/4"1' - 8 7/8"5' - 2 5/8" 0' - 6"0' - 6"0' - 10" 0' - 10" 0' - 0" 0' - 6"1' - 0"4' - 6 11/16"3' - 8 9/16"0' - 3 5/8" 7' - 8 3/16"7' - 2 7/16"0' - 0 7/8"1' - 4 9/16"0' - 3 5/8"1' - 3 5/8"8' - 6" 1' - 3 3/16"0' - 3 5/8"1' - 7 7/8" 8' - 4 3/8"1' - 4 9/16"0' - 3 5/8"17' - 11 1/8"3' - 0 3/8"0' - 3 5/8"8' - 11 3/8" 0' - 6"0' - 2 5/8" 6' - 9" 2' - 0"2' - 0"6' - 9" 7' - 11 13/16" 0' - 6"4' - 9 15/16" 6' - 6"4' - 6 3/8" 0' - 6"3' - 0 15/16" 3' - 0 1/16" 0' - 6"0' - 6 7/8"11' - 2 7/8"12' - 6 1/8" 9' - 10 3/4" 0' - 3 5/8"4' - 8 1/4" 0' - 3 5/8" 9' - 9 1/4"0' - 10" 2' - 0"6' - 9" 8' - 3 3/8" 0' - 6"5' - 2 7/16" 10' - 10 9/16" 5' - 11 5/8" 0' - 3 5/8"4' - 5 1/16"0' - 3 5/8" 4' - 0 15/16" 0' - 3 5/8"3' - 0" 0' - 6"21' - 10 7/8" 0' - 3 5/8"4' - 8 1/4" 0' - 3 5/8" 9' - 9 1/4"0' - 10"2' - 0"6' - 9" 0' - 8 5/8"8' - 11 3/8"0' - 3 5/8"3' - 0 3/8" 17' - 10 5/8"0' - 3 5/8"9' - 9 7/16" 1' - 6 5/8" 0' - 3 5/8" 11' - 2 1/16" 0' - 3 5/8"1' - 5 3/8" 3' - 2 5/8" 6' - 8 1/8"0' - 3 5/8"4' - 8 1/4" 0' - 3 5/8" 3' - 4 1/4"0' - 3 5/8"4' - 7 3/8"1' - 0"0' - 6"0' - 0" 2' - 0"6' - 9"0' - 8 5/8"5' - 0 3/8"7' - 3" 0' - 5 1/2"3' - 7 1/8"0' - 6"2' - 0 1/8" 3' - 2 7/8" 8' - 11 5/8"0' - 2 3/4"1' - 1 3/4" 3' - 11 1/4" 0' - 3 5/8"3' - 7" 10' - 8 3/8"0' - 3 5/8"0' - 4 5/16"2' - 10 11/16"0' - 3 5/8" 0' - 2 11/16"6' - 6 3/4"0' - 6" 7' - 9 7/8" 0' - 3 5/8"1' - 8 1/8"7' - 7 1/8" 0' - 6"0' - 10"2' - 0"6' - 9" 30' - 5" 0' - 8 3/4" 0' - 10 1/4"5' - 1" 0' - 3 5/8"3' - 7" 14' - 3"0' - 3 5/8" 0' - 2 11/16"6' - 6 3/4" 0' - 6"17' - 4 3/4"0' - 6" 0' - 10" 113
131
114
116 118
115
121
133
129
128
132127
124
126
122
130
125123
134
E E
WEST CONDO
ELEV.
326 EAST CONDO
ELEV.
325
CLUB ELEVATOR
324
119
1' - 9 3/4"3' - 0"
6' - 0 1/8"
9' - 3 1/2" 9' - 4 1/4" 9' - 3 3/16" 9' - 4 5/8" 6' - 8 15/16" 14' - 3 15/16" 9' - 4 1/2" 9' - 4" 9' - 3 7/16" 5' - 10 7/8" 3' - 6 3/8" 5' - 2 11/16"
R 30' - 3 1 /4"
7' - 2 1/2"7' - 10"170' - 5 1/4"
2' - 0 1/16"
4' - 1 1/16" 4' - 11 1/16"
9' - 8 3/4"
9' - 8 3/4" 6' - 8 3/8" 1' - 5 3/8"
0' - 6"0' - 1 1/8"0' - 7 1/2"2' - 6 11/16"R 1 8' - 3 1/4"
R 11 ' - 8 5 /8"
F.D.
F.D.21' - 5 13/16"9' - 2 13/16" 2' - 0" 6' - 9" 13' - 0" 19' - 0" 8' - 11 11/16" 14' - 9 5/16" 25' - 9 1/2" 121' - 0 1/8"9' - 8 3/4" 6' - 8 3/8" 53' - 3" 26' - 7 5/16" 48' - 2 11/16" 3' - 6" 5' - 3" 17' - 2 1/8"
170' - 5 1/4"
6' - 4 11/16"
6' - 2 7/16" 1' - 9 11/16" 0' - 10"112
6' - 0 1/4"
0' - 3 5/8"
2' - 9 7/8"
0' - 3 5/8"
5' - 1 1/4"
0' - 3 5/8"
5' - 3 5/8"
6' - 10 1/16"4' - 2 5/8"STAFF SKIS
340
ATHLETE SKIS
341
CONF.
342
ACROBATICS
WORK
137
EAST HALLWAY
115
135
147 148 149 150 146
136
155 154 153 152 151
143
144
141
142
137
139
123
140
158 157 159
160
156
145
120
0' - 4 1/8"
0' - 3" 0' - 5 11/16" 0' - 3 5/8" 0' - 6 13/16"
0' - 3 5/8" 0' - 3 1/4"
0' - 5 1/2"0' - 3 5/8"
3' - 5 1/8" 6' - 5 3/8"
0' - 3 5/8"0' - 5 9/16"0' - 3 3/16" 0' - 3 5/8"
0' - 6 13/16"0' - 3 5/8"
0' - 5 3/4"0' - 3"0' - 3 5/8"
9' - 10 1/2"
0' - 3 5/8" 0' - 7 3/8"0' - 1 3/8"0' - 3 5/8"0' - 6 13/16"0' - 3 5/8"0' - 7 5/8"
0' - 1 1/8"
0' - 3 5/8"
9' - 10 1/2"
0' - 3 5/8"0' - 1 3/8"0' - 7 3/8"0' - 3 5/8"
0' - 6 13/16"0' - 3 5/8"
0' - 1 9/16"0' - 7 3/16"
0' - 3 5/8"
17' - 4 1/4"
0' - 4"
25' - 8 1/4"
0' - 7 1/16"
17' - 4 3/4"0' - 3 5/8" 0' - 8 3/4"0' - 3 5/8"0' - 6 13/16"
0' - 3 5/8"
0' - 8 3/4"
0' - 3 5/8"
9' - 0 15/16"
0' - 3 5/8"
0' - 5 1/16"
0' - 3 11/16"0' - 3 5/8"0' - 6 13/16" 0' - 3 5/8"0' - 5 1/4"
0' - 3 1/2"0' - 3 5/8"
12' - 1 5/8"0' - 3 5/8"0' - 5 7/16"0' - 3 5/16"0' - 3 5/8"0' - 6 13/16"0' - 3 5/8"
0' - 5 5/8"0' - 3 1/8"
0' - 2 5/8"0' - 1"
8' - 8"
3' - 3 13/16"
0' - 3 5/8"0' - 7 9/16"
0' - 1 3/16"0' - 3 5/8"0' - 6 13/16"0' - 3 5/8"
0' - 7 3/4"0' - 1"0' - 3 5/8"
10' - 7 9/16"
Scale
Date
Drawn By
Project Number
3/16" = 1'-0"12/13/2018 1:45:29 PMA116
CLUB LEVEL ONE
DIMENSION PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
3/16" = 1'-0" 1
EXISTING/FUTURECLUB LEVEL 1 FLOOR
PLAN DIMENSIONED
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
12.13.2018AMEND. BLDG
PERMIT PHASE 1
4
01/22/19
DN
DN
DN
UP
DN
DN
DN UP
DW
REF.REF.
1
1
4
4
5
5
6
6
3
3
4.1
1.1
1.1
0.1
0.1
C C
F F
H H
J J
B B
G G
A A
C .1
C .1
2
2
D D
CLUB ROOM
207
BOARD ROOM
202
TREATMENT
204
MECH
209
ELEC.
206
KITCHEN
205
KITCHEN
216
RECEPTION HALL
201
WOMEN'S
RESTROOM
212
MEN'S
RESTROOM
213
RR
224
RACE INFO DESK
233
STORAGE
208
170' - 5 1/4"
9' - 8 3/4" 6' - 8 3/8" 79' - 10 5/16" 48' - 2 11/16" 8' - 9" 17' - 2 1/8"121' - 0 1/8"21' - 5 13/16"9' - 2 13/16" 2' - 0" 6' - 9" 13' - 0" 19' - 0" 8' - 11 11/16" 14' - 9 5/16" 25' - 9 1/2" PATIO STAIR
EAST
PSE2
0' - 4 5/8" 4' - 4 1/16"
201
202
206
208
209
3' - 6"1' - 9 5/16" 3' - 5 11/16"11' - 6 5/8"19' - 4 7/8"0' - 4"
0' - 6"
4' - 7 7/8"
0' - 6"
3' - 8 7/8"
0'-2 1/8"
0'-6"
6' - 0 1/4" 53' - 3" 0' - 0 1/4"
0' -6"
5' - 1 3/4"
11' - 10 3/8" 0' - 10 11/16"
0' - 3 9/16"
0' - 27/16"
0' - 9 13/16"
4' - 6 5/8"0'-6"0'-2"
JANITOR
235
TEMP. OFFICES
225
MEMBER
SERVICES
226
ACCOUNTANT
217
FINANCE OFFICE
218
EXEC OFFICE
220
DEV./EVENTS
222
WEST
PENTHOUSE SKI
STORAGE
237
EAST
PENTHOUSE
SKI
STORAGE
236
WEST ELEV VEST
210
EAST ELEV VEST
211 3' - 3 9/16"0' - 6"5' - 5 1/4"2' - 0" 2' - 8 1/4"0' - 3 5/8"2' - 4 3/16"1' - 4 15/16"12' - 2 1/16"0' - 2 7/8"0' - 3 1/8"0' - 3 15/16"18' - 1 3/4" 0' - 10 1/4"1' - 6 3/8"3' - 9 1/2"0' - 6"7' - 2 1/2" 0' - 3 5/8" 9' - 9" 0' - 6" 3' - 3 9/16"0' - 6"5' - 5 1/4" 2' - 0"2' - 8 1/4"0' - 3 5/8"3' - 9 1/8"13' - 0" 3' - 8"0' - 3 5/8"5' - 6 1/2"0' - 3 1/2"4' - 0"0' - 3 5/8"4'- 0"0' - 8"0' - 2 3/4"0' - 0 3/4"5' - 3 1/8" 0' - 6" 17' - 3 1/8"0' - 6"3' - 3 9/16"0' - 6"5' - 11 1/4"1' - 2"0' - 3 5/8"0' - 0 3/8"2' - 8 1/4"0' - 3 5/8"3' - 9 1/8"8' - 5 7/8" 0' - 3 5/8"13' - 11 1/4"0' - 3 5/8" 3' - 10 7/8" 1' - 11 7/8" 0' - 3 5/8"2' - 9 1/4" 0' - 11 1/4"2' - 4"0' - 3 5/8"19' - 6 1/8"0' - 6" 4' - 2 1/8"
0' - 3 5/8"
13' - 8 1/4" 0' - 3 5/8" 10' - 2 1/16" 0' - 3 5/8" 16' - 6 11/16" 0' - 6" 7' - 3 1/4"0' - 6"
4' - 4 1/8"
4' - 4 1/8"
0' - 6"
6' - 11 3/4"
0' - 6"
4' - 4 3/4"
4' - 4 3/4"
0' - 6"
2' - 5 5/16"
0' - 8"
5' - 9"
0' - 8"
0' - 10"
2' - 3 7/16"
0' - 3 5/8"
0' - 7 3/8"0' - 3 5/8" 2' - 2 15/16"
1' - 6"
6' - 2"
0' - 4 3/16"
0' - 1 13/16"24' - 0 15/16" 3' - 3 13/16"
0' - 3 5/8" 5' - 1 9/16"
7' - 8 1/4"0' - 6"
0' - 8 1/8" 2' - 9"
2' - 9"0' - 3 5/8"
18' - 8 1/4" 5' - 1 13/16" 5' - 0 1/4" 16' - 10 5/16"
0' - 6"
2' - 2" 5' - 1 1/4"
0' - 6"
21' - 5 13/16" 4' - 7 5/16"1' - 9 11/16"
0' - 7 1/4"
0' - 3 3/4"
7' - 2"
0' - 3 5/8"
2' - 3 13/16"
0' - 3 5/8" 0' - 7 3/8"
0' - 3 5/8"
2' - 3 15/16"
0' - 3 5/8"
7' - 3 3/8"
0' - 6"
6' - 11 5/16"
0' - 3 5/8"
10' - 8 3/8"
0' - 3 5/8"
5' - 10"0' - 9 5/8" 0' - 6"7' - 5 3/8"
0' - 1 1/8"
0' - 8 7/8"
0' -11 1/8"
0' -6"
2' - 7" 2' - 0"3' - 7 3/8" 0' - 6" 6' - 2 5/8"2' - 0"0' - 4 1/4"0' - 6" 2' - 2 3/8"5' - 7 3/4"0' - 6"2' - 0"4' - 3 13/16" 0' - 6" 3' - 3 15/16"0' - 3 5/8"4' - 11 5/8" 0' - 3 5/8" 8' - 9 5/8"5' - 0 3/8" 0' - 1 1/2"0' - 3 5/8"3' - 3" 5' - 3 9/16"14' - 1 5/16" 0' - 8" 9' - 7 1/8" 0' - 6"5' - 9 5/16"3' - 9 11/16" 0' - 6"E E
EAST CONDO
ELEV.
328
EAST STAIR
327
CLUB ELEVATOR
337
WEST CONDO
ELEV.
329
WEST STAIR
WS2
0' - 4"0' - 6"
4' - 7 7/8"
0' - 6"
3' - 2 1/8" 0' - 6 3/4" 0' - 2 1/8"0' - 6 5/8"
5' - 11 5/8" 15' - 5 1/4" 16' - 4 3/8" 21' - 5 5/8" 0' - 6" 17' - 10 13/16" 0' - 6" 49' - 9 5/16"
0' - 3 5/8"
5' - 10"
0' - 9 5/8"
0' - 6"
5' - 3 5/8"
0' - 6"
4' - 11 1/2"
0' - 6"
12' - 8 3/8" 0' - 6"
0' - 2"0' - 10"8' - 2 7/8"0' - 10 1/8"7' - 1 3/8"0' - 8"0' - 1 1/2"0' - 6 1/2"3' - 8" 0' - 7" 0' - 3 5/8" 13' - 0 5/8"1' - 11 7/8" 0' - 3 5/8"6' - 0 1/2" 0' - 3 5/8"19' - 5 1/2" 1' - 3 1/2"212
210
211
213
214
215
216
219
220 221
222
227
231
232
2332' - 0"5' - 8" 9' - 9 7/8" 6' - 3" 4' - 10 7/16" 6' - 4 7/16"
0' - 10"
8' - 0 3/4"
0' - 10"
3' - 0 3/4" 3' - 0 3/4"2' - 7 3/8"3' - 6"5' - 2 11/16" 1' - 7 15/16"1' - 10 1/16"4' - 10 15/16"0' - 4"1' - 8"1' - 9 1/2"7' - 5 5/16"9' - 2 13/16" 2' - 0" 6' - 9"13' - 0" 18' - 1 3/4"0' - 10 1/4" 1' - 6 3/8"4' - 1"3' - 4 5/16" 14' - 9 5/16" 11' - 3 1/16" 3' - 5 1/2" 10' - 2" 3' - 6" 7' - 0" 3' - 6" 7' - 0" 2' - 4 1/8"
1' - 1 7/8"
7' - 0"
0' - 7 1/8"
2' - 10 7/8" 14' - 3 5/16"3' - 3 1/4" 3' - 2 1/8" 2' - 1 5/16"2' - 10"2' - 10" 1' - 5 1/2"2' - 9" 2' - 9" 2' - 9 1/16" 2' - 9" 2' - 9" 2' - 9"
1' - 9 13/16" 1' - 9 13/16"
2' - 10 1/2"2' - 10 1/2"2' - 10 1/2" 7' - 2 5/16" 20' - 1 3/8" 11' - 2" 17' - 1 1/8" 3' - 7 9/16" 5' - 1 7/16" 7' - 7 1/4" 6' - 9 5/16" 2' - 9 5/8"
3' - 3 1/8"3 ' - 3 1 /8"3 ' - 3 1/8"3' - 3 1/8"3' - 3 1/8"3' - 3 1/8"3' - 3 1/8"0' - 2 3/16"11' - 0 11/16" 2' - 10"3' - 3 1/2"0' - 6"5' - 5 5/16"0' - 6"1' - 6"6' - 9" 0' - 0 5/8"0' - 3 5/8"5' - 9 1/8"0' - 3 5/8"5' - 2 5/16"1' - 4 11/16"4' - 10 3/8"0' - 3 5/8"13' - 10"8' - 11 11/16" 14' - 1 5/16" 0' - 6"0' - 6"0' - 0 5/8"10' - 10 1/8"0' - 6"2' - 8 9/16"0' - 11 7/8" 5' - 0"2' - 11 13/16"0' - 5 7/16" 1' - 6 3/4"11' - 9 13/16"0' - 3 5/8" 4' - 10 3/8" 6' - 7"0' - 3 5/8" 2' - 0 1/4"2' - 5 5/16"0' - 6"7' - 10 13/16"0' - 9 5/8"1' - 2 3/8"9' - 2 13/16"0' - 10 7/16"0' - 6"0' - 3 5/8"
6' - 8 3/8" 0' - 3 15/16"4' - 11" 4' - 4 5/16" 4' - 0" 3' - 10" 3' - 9" 2' - 5" 2' - 5" 3' - 9" 3' - 10" 3' - 10" 4' - 6 5/16" 4' - 11"
203 204 205
9' - 6 1/8" 6' - 8 3/8" 53' - 3" 26' - 7 5/16" 48' - 2 11/16" 3' - 6" 5' - 3" 17' - 2 1/8"
170' - 5 1/4"25' - 9 1/2" 0' - 6"14' - 1 5/16" 5' - 4 13/16"0' - 3 5/8"3' - 3 1/4"11' - 3 5/8" 7' - 8 3/8" 4' - 2 1/8" 0' - 6"6' - 8 1/16"0' - 6"1' - 1 13/16"6' - 9" 2' - 0" 9' - 2 13/16"0' - 10 7/16"0' - 6"21' - 5 13/16"121' - 0 1/8"5' - 3 9/16"2' - 3 3/4"0' - 6"4' - 9 1/4"0' - 6"
4' - 8 13/16"
3' - 2 3/4"
0' - 6"
2' - 11 9/16"
35' - 2 5/16"
0' - 3 5/8" 0' - 2 3/8" 12' - 7 1/16" 0' - 6" 1' - 10"2' - 7 5/8"
0' - 0 1/4"
0' - 6" 25' - 5 1/2"
0' - 6"
0' - 1 9/16" 4' - 4 1/16"
0' - 6"
3' - 10 1/2" 0' - 6"
8' - 2 13/16"
0' - 6"
5' - 10 11/16"
0' - 3 5/8"
4' - 5 3/8" 2' - 0 1/16"
0' - 3 5/8"
10' - 2"
2' - 3 11/16"
0' - 3 5/8" 2' - 0 1/4"
2' - 6 5/16"
3' - 3 13/16"
0' - 3 5/8"
5' - 1 9/16"
7' - 8 1/4"
0' - 6"7' - 8 3/8"1' - 9 11/16"
0' - 7 1/4"
10' - 0 1/4" 2' - 6 13/16"2' - 5 9/16"
0' - 3 5/8"
3' - 0 5/8"
2' - 11 3/16"
2' - 2 5/8"
0' - 6"
ADMISSIONS
229 4' - 8" 0' - 6"2' - 3" 0' - 8 1/2"1' - 1 13/16"0' - 6"1' - 9 11/16" 5' - 4 1/4"
5' - 4 1/4"
9' - 0 15/16"
4' - 11 1/2" 2' - 6 5/8"6' - 0"
HANGING
234
STAFF LOUNGE
215
MECH.
339
MECH.
345
BOOKKEEPER
346
MECH.
347 1' - 4 1/8"239
242 241 138
243
137
240 167 168
237
139
173
179
234207
0' - 5 1/2"
1' - 6"
3' - 6" 5' - 3" 4' - 3 7/16"3' - 2 9/16"3' - 1 13/16"1' - 6"
2' - 7 11/16"
236
191
244 238
180
COO
179
SHELVES
160
BOOKKEEPER
346
SMALL CONF.
170
KITCHEN
205
192
177
3' - 2 1/4"0' - 11 5/8"5' - 9 5/8"0' - 6"1690' - 8 3/8"0' - 2"1' - 0 7/16"0' - 3 9/16"
0' - 2 5/8"
0' - 8 3/4"
4' - 6 1/2"
0' - 6"
3' - 8 7/8"
0' - 0 1/8"
0' - 6" 4' - 0 1/8" 2' - 2 1/8"
1905' - 0"260
7' - 8 1/4" 38' - 7 1/8" 0' - 3 5/8" 9' - 3 7/8"
Scale
Date
Drawn By
Project Number
3/16" = 1'-0"12/13/2018 1:45:37 PMA117
CLUB LEVEL 2
DIMENSION PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
3/16" = 1'-0" 1
EXISTING/FUTURE CLUB LEVEL 2 FLOOR
PLAN DIMENSIONED
No.Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
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 ANDSNOWBOARD
CLUB VAIL598 VAIL VALLEY DRIVEAuthor
3/9/2018
000000
No. Description Date
3/16" = 1'-0"1
CONDOMINIUM LEVEL 3 DIMENSION
PLAN
01/22/19
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
01/22/19
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
LEVEL EXTERIOR
132' 0"
1 4 5 6 3 4.1 1.1 0.1
T.O. CHIMNEY
149' - 0"
W013 W013
W102
W021 W021 W021 W021 W021 W021 W021 W021
W101
STANDING SEAM
METAL ROOF 2:12
SLOPE
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
2
W030
W111 W111
W026
STANDING SEAM
METAL ROOFSNOW FENCE
ANDERSON 100
SERIES @ CLUB
LEVELSW013 W013 W013
W107
W109 W108 W108
W025 W025 W025 W025 W025 W025 W025 W025 W025 W025
W022 W022 W022 W022 W022 W022 W022 W022
W107
W104 W105W103
W029 W029W029 W029
W005 W006 W007 W008 W009 W010 W011 W012
W001 W001 W001 W001
W002 W002 W002 W002
W139 W140 W141 W142 W143 W144
307
W106 W106 W110 W110 W106 W106
W003
2 PC FASCIA
HEATED
GUTTER AND
DOWNSPOUT
TO GRADE
STEEL FRAMED WALL
ABOVE PRECAST,
LOW PLATE IS TOP
OF PRECAST WALL
2 :12
SKI &
SNOWBOARD
CLUB VAIL
LEVEL 4 INT.
131' - 9"
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
T.O. CHIMNEY
149' - 0"
C F H JB
G
A C .1
21' - 5 13/16" 9' - 2 13/16"
2' - 0"
38' - 9" 8' - 11 11/16" 14' - 9 5/16" 25' - 9 1/2"
121' - 0 1/8"
4"
12"
3"
12"
D E
LEVEL 4 INT.
131' - 9"
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
12/13/2018 1:46:23 PMA201
NORTH AND
WEST
ELEVATIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR
10/29/2018
000000
1/8" = 1'-0"
1 NORTH ELEVATION
1/8" = 1'-0"
2 WEST ELEVATION
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
1 4 5 6 3 4.1 1.1 1.2 0.1
T.O. CHIMNEY
149' - 0"
W013 W013
W102
W021 W021 W021 W021 W021 W021 W021 W021
W101
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
2
W030
W111 W111
W026
STANDING SEAM
METAL ROOFSNOW FENCE
ANDERSON 100
SERIES @ CLUB
LEVELS W013 W013 W013
W107
W109 W108 W108
W025 W025 W025 W025 W025 W025 W025 W025 W025 W025
W022 W022 W022 W022 W022 W022 W022 W022
W107
W104 W105W103
W029 W029W029 W029
W005 W006 W007 W008 W009 W010 W011 W012
W001 W001 W001 W001
W002 W002 W002 W002
W139 W140 W141 W142 W143 W144
307
W106 W106 W110 W110 W106 W106
W003
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
EXPOSED TIMBER
STRUCTURE
STONE VENEER
WALL ASSEMBLY
C .1
METAL RAILINGS
AT DECKS
W152
W151
W120 W121
W018
W150
W119
W019
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
SNOW FENCE
4"
12"
3"
12"
LAP SIDING
PARAPET WALL
D E
STANDING SEAM ROOF
STANDING SEAM ROOF
202
W020
W46
W004
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
7/25/2018 3:30:28 PMA201
NORTH AND
WEST
ELEVATIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR
3/9/2018
000000
1/8" = 1'-0"
1 NORTH ELEVATION
1/8" = 1'-0"
2 WEST ELEVATION
No. Description Date
1 REVISION 1 3/9/2018
01/22/19
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
T.O. CHIMNEY
149' - 0"
C F H J B G AC .1
TOP OF ROOF
DECKING AT
RIDGE - 8260'-0"
W013 W013
W025
WOOD BELLY BAND
LAP SIDING PARAPET
WALL
PRE-FINISHED METAL
COPING COVER
TWO-PART
FASCIA, TYP.
STANDING SEAM
METAL ROOF
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
PLANK
W130
W114
W133 W134W132
W112 W113
W131
D E
STANDING SEAM
ROOF
W013
W135
W137 308
W136
W138
W004
GAS
METERS
LEVEL 4 INT.
131' - 9"
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
120' - 10 1/2"
1 4 5 63 4.1 1.1 0.1
T.O. CHIMNEY
149' - 0"
W128
W116 W116
W128 W153
W116
W124
W116
W129
W118
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
METAL CLOSURE
WALL ASSEMBLY
SNOW FENCE
MECH. ACCESS
GATE
W127
W158
2
W115 W122303
206 207
305
208
PLANTER
W156
403
W025 W025 W025
W157
404 405402
W154 W155
W123 W123
W017 W017 W017 205 204203 W017 W017 W017 W017 W017
401
162163
LEVEL 4 INT.
131' - 9"
H
LEVEL 2-FIN
111' - 1"
LANDING AT STAIR
113' - 7"
ADMISSIONS
229
CONDO LEVEL 3
SOUTH
BALCONY
SOD ROOF AT
CLUB LEVEL 2
SOUTH
TERRACE
SNOWMELTED
LANDING AT
BASE OF STAIR
WALL MTD
SCONCE
CONDO LEVEL 3
PATIO-FIN
121' - 2 1/4"
WETS UNIT
LANDING
126' - 1 3/4"
H
LEVEL 2-FIN
111' - 1"
LEVEL 3 FIN
3
MASONRY WALL @ 42"
UNDERSIDE OF STAIR
WOOD BELLY BAND/
TYP.
HOR. WOOD SIDINGCONDO LEVEL 3
PATIO-FIN
121' - 2 1/4"
WETS UNIT
LANDING
126' - 1 3/4"
Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:46:52 PMA202
SOUTH AND
EAST
ELEVATIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR
10/29/2018
000000
1/8" = 1'-0"
2 EAST ELEVATION
1/8" = 1'-0"
1 SOUTH ELEVATION
3/16" = 1'-0"3
ELEVATION OF WALL AT SOUTHEAST
EGRESS STAIR
3/16" = 1'-0"4 EAST ELEVATION AT STAIR
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
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"
W013 W013
W025
MASONRY VENEER
WALL ASSEMBLY
WOOD BELLY BAND
LAP SIDING PARAPET
WALL
PRE-FINISHED METAL
COPING COVER
TWO-PART
FASCIA, TYP.
STANDING SEAM
METAL ROOF
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
PLANK
W130
W114
W133 W134W132
W112
W113
W131
D E
STANDING SEAM
ROOF
W013
W135
W137 308W136
W138
W004
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"
LEVEL 4
132' - 0"
1 4 5 63 4.1 1.1 1.2 0.1
T.O. CHIMNEY
149' - 0"
ENTRANCE
TO BREEZE
WAY STAIR
W128
W116 W116
W128 W153
W116
W124
W116
W129
W118
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
METAL CLOSURE
WALL ASSEMBLY
SNOW FENCE
MECH. ACCESS
GATE
W127
W158
2
W115
W015
W122 303
206 207
305
208
PLANTER
W156
403
W025 W025 W025 W025 W025
W157
404 405402
W154 W155
W123 W123
W017 W017 W017 205 204203 W017 W017 W017 W017 W017
?
401
Scale
Date
Drawn By
Project Number
As indicated
7/25/2018 3:47:43 PMA202
SOUTH AND
EAST
ELEVATIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR
3/9/2018
000000
1/8" = 1'-0"
2 EAST ELEVATION
1/8" = 1'-0"
1 SOUTH ELEVATION
No. Description Date
01/22/19
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
01/22/19
C .1 D
4' - 10 1/4"
GARAGE
88' - 0"
F G D E 1' - 4"1' - 4"1' - 4"3' - 11 7/16"10' - 3 1/2" 2' - 1"
F
4' - 5 9/16"
1
8' - 3 3/4"
0.1
2' - 5"
10.1
T
2' - 0" 1' - 0"
GARAGE
88' - 0"
HG
2' - 10 1/4" 8' - 9 1/4"
3' - 1 13/16"0' - 6"18' - 9 3/8" 3' - 2"1' - 4"PROVIDE PLYWD BLOCKING 7'-0" AFF PROVIDE PLYWD
BLOCKING 7'-0" AFF
0' - 4"LEVEL 1
99' - 7"
GARAGE
88' - 0"
3 2 1' - 4"TV
5' - 6"PROVIDE PLYWD BLOCKING 7'-0" AFF
PROVIDE PLYWD
BLOCKING
@ TV
3' - 8"1' - 4"LEVEL 1
99' - 7"
GARAGE
88' - 0"
H
1' - 4"3' - 8"GRILLES
3' - 8"GARAGE
88' - 0"
14' - 1 1/4"0' - 7"2' - 1 7/16"5' - 6"PROVIDE PLYWD BLOCKING
TV
PROVIDE PLYWD
BLOCKING
@ TV
4' - 7"2' - 8"4' - 4 3/16" GARAGE
88' - 0"
H
0' - 10"1' - 4"10' - 0"PROVIDE PLYWD BLOCKING
GARAGE
88' - 0"
2
1' - 4"3' - 8"PROVIDE PLYWD BLOCKING
GARAGE
88' - 0"
H
1' - 4"LEVEL 1
99' - 7"
GARAGE
88' - 0"
H
1' - 4"GARAGE
88' - 0"
PROVIDE PLYWD BLOCKING 7'-0" AFF
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"12/13/2018 1:47:03 PMA248
GARAGE LEVEL -
WEST WING
ELEVATIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
1/4" = 1'-0"1 WEST STAIR
1/4" = 1'-0"2 GARAGE- WEST
1/4" = 1'-0"3 WEST ELEVATOR VEST.- EAST
1/4" = 1'-0"4 WEST ELEVATOR VEST.- SOUTH
1/4" = 1'-0"5 TRASH/ RECYCLE
1/4" = 1'-0"6 TUNE SHOP RECEPTION- NORTH
1/4" = 1'-0"7 TUNE SHOP RECEPTION- EAST
1/4" = 1'-0"8 TUNE SHOP- NORTH
1/4" = 1'-0"9 TUNE SHOP- EAST
1/4" = 1'-0"10 TUNE SHOP- WEST
1/4" = 1'-0"11 SIDEWALL ROOM- EAST
1/4" = 1'-0"12 SIDEWALL ROOM- SOUTH
1/4" = 1'-0"13 SIDEWALL ROOM- WEST
1/4" = 1'-0"14 EQUIP. EAST
1/4" = 1'-0"15 LOCKERS G06 SOUTH WALL
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
GARAGE
88' - 0"
H
1' - 4"GARAGE
88' - 0"
3 1' - 4"GARAGE
88' - 0"
3
T
1' - 4"GARAGE
88' - 0"
J 1' - 4"GARAGE
88' - 0"
J
1' - 4"3' - 8"GARAGE
88' - 0"
H 1' - 4"GARAGE
88' - 0"
4
1' - 4"GARAGE
88' - 0"
H 1' - 4"GARAGE
88' - 0"
4
1' - 4"GARAGE
88' - 0"
J
1' - 4" GARAGE
88' - 0"
J
1' - 4"GARAGE
88' - 0"
H
GARAGE
88' - 0"
4 54.1 1' - 4"GARAGE
88' - 0"
J
1' - 4"GARAGE
88' - 0"
5 4.1
PROVIDE PLYWD BLOCKING 9'-0" AFF
TV 1' - 4"4' - 2"GARAGE
88' - 0"
H
TV
1' - 4" 4' - 2"PROVIDE PLYWD
BLOCKING
@ TV 3' - 0"5' - 0"
GARAGE
88' - 0"
H
GARAGE
88' - 0"
F G 1' - 4"GARAGE
88' - 0"
H
1' - 4"5
4.1
GARAGE
88' - 0"
5
4.1
1' - 4"6 4 5 5 4
D D 3
GARAGE
88' - 0"
H
CABS.
HOOKS
COUNTERTOP
CUBBIES
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"12/13/2018 1:47:19 PMA249
GARAGE LEVEL-
EAST WING
ELEVATIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
1/4" = 1'-0"1 MECH/ JANITOR- WEST
1/4" = 1'-0"2 MECH/ JANITOR- SOUTH
1/4" = 1'-0" 3 OFFICE G07-NORTH
1/4" = 1'-0"4 OFFICE G07- EAST
1/4" = 1'-0"5 OFFICE G07- WEST
1/4" = 1'-0"6 CLUB STORAGE- EAST
1/4" = 1'-0"7 CLUB STORAGE- SOUTH
1/4" = 1'-0"8 CLUB STORAGE- WEST
1/4" = 1'-0"9 WEST PENTHOUSE STORAGE- NORTH
1/4" = 1'-0"10 WEST PENTHOUSE STORAGE- EAST
1/4" = 1'-0"11 WEST PENTHOUSE STORAGE- WEST
1/4" = 1'-0"12 WEST HALL
1/4" = 1'-0"13 EAST PENTHOUSE STORAGE- NORTH
1/4" = 1'-0"14 EAST PENTHOUSE STORAGE- WEST
1/4" = 1'-0"15 EAST PENTHOUSE WORKSHOP- SOUTH
1/4" = 1'-0"16 EAST PENTHOUSE WORKSHOP- WEST
1/4" = 1'-0"17 EAST PENTHOUSE WORKSHOP WC
1/4" = 1'-0"18 BOILER ROOM- WEST 1/4" = 1'-0"19 BOILER ROOM ENTRY
1/4" = 1'-0"20 EAST TRASH/RECYCLE
1/4" = 1'-0"21 EAST ELEVATOR VEST.
1/4" = 1'-0"22 EAST STAIR- NORTH
1/4" = 1'-0"23 GARAGE- NORTH
1/4" = 1'-0"24 WATER ENTRY
1/4" = 1'-0"25 EAST TRASH
1/4" = 1'-0"26 EAST GARAGE
1/4" = 1'-0"27 EQAST GARAGE CAR WASH EQUIP.
1/4" = 1'-0"28 EAST ELEVATOR EQUIP.
1/4" = 1'-0"29 WEST PENTHOUSE CABS.
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
REF.DN
REF.R P 4'-0"4'-0"(84'-0")[98'-7"](87'-0")
[96'-7"] 2'-0"8" 8" SDC
B
A
C .1
80
33
33
33 33
43
80
43
80
80
43
80
33
43
EHU
STUDIO
TYPE B
G16
2
GRIPPABLE HANDRAIL AT 36-38" AFF
WITH GRIPPABLE HANDRAIL/ NO SPACE
GREATER THAN 4" AT VERT. PICKETS/
6" FROM AFF
3'-0" ACCESSIBLE PATH
3'-0" ACCESSIBLE PATH
LAV. SINK FORWARD APPROACH
FORWARD APPROACH
3'-0" ACCESSIBLE PATH 3'-0" ACCESSIBLE PATH
SHWR
TOILET
3'-0" ACCESSIBLE PATH
ROW PERMIT FROM TOV
REQ'D
A601
1
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 11/16"4' - 2 3/4"
0' - 3 5/8"
7' - 9 1/4"
0' - 3 5/8"
4' - 11 15/16"
0' - 3 5/8"
7' - 8 9/16"
ADA LIFT
SAVARIA- TYPE 3
W/ PLATFORM GATE
W029 W029
001
EXISTING RETAINING WALL
3
C
B
A
C .1
43
43
80
33
33
33
33
43
80
73
W030
80
80
EHU
STUDIO -
TYPE B
UNIT
G15
33
33
A250
14
3' - 0"
3' - 0
"3' - 0"3' - 0"
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 1/16" 12' - 11 1/4"
0' - 3 5/8"
5' - 5 3/8"
0' - 3 5/8"
5' - 4 7/8"
-- Elevation 17 - aA249
28
002
W029W029 8' - 1 1/4"MICROWAVE
2' - 10"MICROWAVE
2' - 10"2' - 10"2' - 10"1
A608e
2' - 10"*REFER TO A510
FOR GRAB BAR
MOUNTING HEIGHTS 0' - 4"
*REFER TO A510
FOR GRAB BAR
MOUNTING HEIGHTS
1
A608e
OPEN BELOW
1
A608e
*REFER TO A510
FOR GRAB BAR
MOUNTING HEIGHTS
1' - 6"
0' - 4"
OPEN BELOW
Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:47:29 PMA250
GARAGE LEVEL
EHU PLANSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
3/8" = 1'-0"
1 EHU STUDIO TYPE A
3/8" = 1'-0"
2 EHU STUDIO TYPE B
01 PERMIT 07.01.15
06 9-15-17BLDG.PERMIT CORR.
REFER TO A506 FOR
MOUNTING HEIGHTS
07 BLDG. PERMIT CORR. 11-16-17
1/2" = 1'-0"4 WEST EHU TYPE B 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 WEST EHU TYPE B KITCHEN- EAST
1/2" = 1'-0"7 WEST EHU TYPE B KITCHEN- WEST
3/8" = 1'-0"8 WEST EHU TYPE B, ADA BATH- NORTH
3/8" = 1'-0"9 WEST EHU TYPE B, ADA BATH- EAST
3/8" = 1'-0"10 WEST EHU TYPE B, ADA BATH- SOUTH
3/8" = 1'-0"11 WEST EHU TYPE B, 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
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
EXISTINGFEISTINGROPERTY LINE EXISTINRETAININEXISTINGBUILDIBUILDINGENTRANCE RE. CIVIL FORGRADING ANDDRAINAGECOLCONOLORED CONC. WALK14" WIDE PACONTRASTINFIELD EXISTING KEYSRETAINING WALREMOVEDW KEYSTONE RETAIN LLSRED CONC. STEPS: 6.5S AND 12" MIN TREADRAIL ON KEYSTONE WNDSCAPECLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
2' - 6"4' - 0"
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T
1' - 4"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0" 2' - 6"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"T CLUB LEVEL 1 FIN.
FLOOR
99' - 11"5' - 6"1' - 4"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"T CLUB LEVEL 1 FIN.
FLOOR
99' - 11"5' - 6" 1' - 4"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T 1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"5' - 6"1' - 4"4' - 0"2' - 6"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"5' - 6"1' - 4"PROVIDE PLYWD
BLOCKING
@ TV
2' - 6"4' - 0"
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T 1' - 4"2
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4" 5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"2
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T 1' - 4"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
2' - 6"4' - 0"
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
E
1' - 4" 2
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T 1' - 4"2
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
2' - 6"4' - 0"
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
E
1' - 4"GLASS
TYP. OFFICE DOOR
2
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"5' - 6"1' - 5 1/2"1' - 4"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
E
T
1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"1
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"G
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"H
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"11.1
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"1.1
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"1.1
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"1
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"5' - 6"1' - 4"PROVIDE PLYWD
BLOCKING
9' - 10"7' - 2" CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T 1' - 4"1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"H
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"5' - 6" PROVIDE PLYWD
BLOCKING
21' - 9"6' - 11"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T 1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"1' - 4" 1' - 4"1' - 4"1' - 4" CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
E SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"12/13/2018 1:47:51 PMA251
CLUB LEVEL 1
WEST
ELEVATIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
1/4" = 1'-0"1 ALPINE DIRECTOR OFFICE- EAST
1/4" = 1'-0"2 ALPINE DIRECTOR OFFICE- WEST
1/4" = 1'-0"3 CONF. 104- EAST
1/4" = 1'-0"4 CONF. 104- WEST 1/4" = 1'-0" 5 CONF. 105- EAST
1/4" = 1'-0"6 CONF. 105- WEST
1/4" = 1'-0"7 OFFICE 106- EAST
1/4" = 1'-0" 8 OFFICE 106- WEST
1/4" = 1'-0"9 OFFICE 107- EAST 1/4" = 1'-0"10 OFFICE 107- WEST
1/4" = 1'-0"11 CONF./ MEET AND GREET- NORTH
1/4" = 1'-0"12 CONF./ MEET AND GREET- SOUTH
1/4" = 1'-0"13 CONF./ MEET AND GREET- WEST
1/4" = 1'-0"14 ADMISSIONS OFFICE- NORTH
1/4" = 1'-0"15 ADMISSIONS OFFICE- SOUTH
1/4" = 1'-0"16 ADMISSIONS OFFICE- WEST
1/4" = 1'-0"17 WEST WORK STATIONS-EAST
1/4" = 1'-0"18 WEST WORK STATIONS- SOUTH 1/4" = 1'-0"19 WEST WORK STATIONS- WEST
1/4" = 1'-0"20 WEST BREEZEWAY
1/4" = 1'-0"21 WEST BREEZEWAY-SOUTH
1/4" = 1'-0" 22 WEST PENTHOUSE STORAGE
1/4" = 1'-0"23 ATHLETE SKIS EAST
1/4" = 1'-0"24 STAFF SKIS
1/4" = 1'-0"25 SKI HALL EAST
1/4" = 1'-0"26 SKI HALL SOUTH
1/4" = 1'-0"27 WEST LOCKER HALL-- NORTH
1/4" = 1'-0"28 WEST LOCKER HALL- SOUTH
1/4" = 1'-0"29 BOOT ROOM- NORTH
1/4" = 1'-0"30 BOOT ROOM- EAST
1/4" = 1'-0"31 BOOT ROOM- WEST
1/4" = 1'-0"32 MECH.
1/4" = 1'-0"33 GATE REPAIR- NORTH
1/4" = 1'-0"34 GATE REPAIR- EAST
1/4" = 1'-0"35 GATE REPAIR- SOUTH
1/4" = 1'-0" 36 GATE REPAIR- WEST
1/4" = 1'-0"37 CLUB LEVEL 1 WEST-OFFICES SOUTH
1/4" = 1'-0"38
WEST WING OFFICE WINDOWS- NORTH
FACING
1/4" = 1'-0"39
WEST WING OFFICE WINDOWS- EAST
FACING
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
12.13.2018 AMEND BLDG
PERMIT PHASE 1
4
01/22/19
32
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"3
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 5 1/2"FIXED
H
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T 1' - 4"PROVIDE PLYWD
BLOCKING
7"AFF
3
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"H
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T 1' - 4"5' - 6"PROVIDE PLYWD
BLOCKING
7" AFF
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"H
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 5 1/2"B.24
45 4.1
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"H
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"4
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"F
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"F
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"F
G
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"3
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"4
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
E
1' - 4"4
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"1' - 5 1/2"5' - 6"1' - 4"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T 1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T 1' - 4"SOLAR SHADES
4
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T 1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0" 2' - 6"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4" 5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0" 2' - 6"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T
1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T
1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11" 1' - 4"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0" 2' - 6"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 4"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
2' - 6"4' - 0"
CLUB LEVEL 1 FIN.
FLOOR
99' - 11" 1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T 1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
E
1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T
1' - 4"5' - 6" PROVIDE PLYWD
BLOCKING
@ TV
2' - 6"4' - 0"
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
E
T
1' - 4"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6" CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
T
1' - 4"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
E
T 1' - 4"5' - 6" PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"3
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
4
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"12/13/2018 1:48:14 PMA251.1
CLUB LEVEL 1
EAST
ELEVATIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
1/4" = 1'-0"1 DAY USE AREA HALL
1/4" = 1'-0"2 DAY USE AREA- NORTH
1/4" = 1'-0" 3 DAY USE AREA-EAST
1/4" = 1'-0" 4 DAY USE AREA- SOUTH
1/4" = 1'-0"5 DAY USE AREA- WEST
1/4" = 1'-0" 6 EAST LOCKER HALL- NORTH
1/4" = 1'-0"7 EAST LOCKER HALL- EAST
1/4" = 1'-0"8 EAST LOCKER HALL- SOUTH
1/4" = 1'-0"9 EAST LOCKER HALL- WEST
1/4" = 1'-0"10 GATE STORAGE 1/4" = 1'-0"11 COACHES CLOSET- EAST
1/4" = 1'-0"12 COACHES CLOSET- WEST
1/4" = 1'-0"13 GIRLS CLOSET- NORTH
1/4" = 1'-0"14 GIRLS CLOSET- EAST
1/4" = 1'-0"15 GIRLS CLOSET- SOUTH
1/4" = 1'-0"16 GIRLS CLOSET- WEST
1/4" = 1'-0"17 EAST PH SKI ROOM ENTRY
1/4" = 1'-0"18 EAST PH SKI ROOM
1/4" = 1'-0"19 GIRLS LOCKER ROOM
1/4" = 1'-0"20 GIRLS LOCKER ROOM- AV
1/4" = 1'-0"21 EAST COACHES WORK STATION- NORTH
1/4" = 1'-0" 22 EAST COACHES WORK STATION- EAST
1/4" = 1'-0"23 EAST COACHES STATION-SOUTH
1/4" = 1'-0"24 COACHES WORK STATION @ COPIER
1/4" = 1'-0"25 FREE SKI/STYLE DIR. OFFICE- EAST
1/4" = 1'-0"26 ALL EAST OFFICES- SOUTH
1/4" = 1'-0"27 FREE SKI/STYLE DIR. OFFICE- WEST
1/4" = 1'-0"28 OFFICE 141- EAST 1/4" = 1'-0"29 OFFICE 141- WEST
1/4" = 1'-0"30 OFFICE 140- EAST
1/4" = 1'-0"31 OFFICE 140- WEST
1/4" = 1'-0"32 CONF. 139- EAST
1/4" = 1'-0"33 CONF. 139- WEST
1/4" = 1'-0"34 OFFICE 138- EAST
1/4" = 1'-0"35 OFFICE 138- SOUTH
1/4" = 1'-0"36 OFFICE 138- WEST
1/4" = 1'-0"37 COACHES WORKSTATION- WEST
1/4" = 1'-0"38 CONF. 342- NORTH
1/4" = 1'-0"39 CONF. 342- EAST
1/4" = 1'-0"40 CONF. 342- SOUTH
1/4" = 1'-0"41 26 - c
1/4" = 1'-0"42 STAIR TV
1/4" = 1'-0"43
EAST WING OFFICE WINDOWS- NORTH
FACING
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
12.13.2018AMEND. BLDG
PERMIT PHASE 1
4
01/22/19
GFIGFIGFIGFIA252
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 76
A252 29
A252 23
A252 20 21
22
25
24
26
27
28
F.D.
5' - 2 3/8"
0' - 4"0' - 11" 5' - 0"
1' - 5"5' - 0"2' - 0 1/4"SOAP NICHE
1' - 3" 1' - 3"
EQ EQ
0' - 1 7/8"0' - 3"1' - 8" 2' - 6" 2' - 6" 2' - 6" 1' - 8"
10' - 10"7' - 6"
3' - 0"5' - 0"
6' - 0"
5' - 0"
CHANGING STATION
CHANGING STATION 3' - 0"3' - 0"
3' - 0"
3' - 0"3' - 0"3' - 0"5' - 1"9' - 2"5' - 6"8' - 2"4' - 3 1/8"5' - 3 1/8"*TILE- 12x24 POINT GREY
ONE FULL TILE
*TILE- 12x24 POINT GREY
0' - 7" 1' - 0"
EQ EQ EQ EQ EQ EQEQEQ 0' - 6"2' - 0" 7' - 0"
A248 10 9
3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 4"3' - 4"5' - 4"TEAKWORKS4U;
SKU: TBF-240160W
0' - 6"1' - 8 5/8" 2' - 8" 1' - 8 5/8"
TILE-12x32 SURFACE UNEVER CANVAS 0' - 3"
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"3' - 6"3' - 0"TILE- 12X24 POINT GREY
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
BEYOND
4' - 0"1' - 6" BOBRICK PRIVACY PARTITION- WILSONART D91
PT- SW 8917,
SHELL WHITE
PROVIDE PLWD BLOCKING
FOR PARTITION 1' - 5"1' - 4" 1' - 4"
TILE- 12X24 POINT GREY
BOBRICK
PARTITION;
HPL SERIES-
WILSONART
D91
0' - 6 3/8"
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"7' - 6" 2' - 0"1' - 5"2' - 10"1' - 0" 2' - 5 3/8"6' - 2"3' - 0"3' - 6"1' - 1"
TILE-12x32 SURFACE UNEVER CANVAS 4' - 10"3' - 10"0' - 6"6046 MOORLAND FOG;
CAESARSTONE
D91 SLATE GREY;
WILSONART
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
4" X 30"
VENT GRILLE
WALL @ URINAL
COACH'S SHOWER
DOOR BEYOND
3' - 0"PT- SW 8917,
SHELL WHITE
A6- REFER TO ACCESSORY SCHEDULE
0' - 8"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"0' - 7"1' - 6" 0' - 9"0' - 6"
BEYOND
1' - 5"1' - 5 1/2"
PT- SW 8917,
SHELL WHITE
3' - 6"A4- REFER TO
ACCESS. SCHEDULE
A6- REFER TO
ACCESSORY SCHEDULE
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"3' - 6"0' - 6"1' - 5"0' - 9" 1' - 6"0' - 7"0' - 8"
1' - 5 1/2"
TILE-12x32 SURFACE UNEVER CANVAS
ONE FULL TILE
PROVIDE PLWD BLOCKING
FOR PT DISPENSER/ HAND DRYER
4' - 0"HAND DRYER
HOOK-A9
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"5' - 0"EQ EQ CHANGING
STATION- A7
1' - 10"
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"2' - 4 3/4" BEYOND
TOTO- TBD
PT- SW 8917,
SHELL WHITE
PROVIDE PLWD BLOCKING
AT CHANGE STATION
PROVIDE PLWD BLOCKING
FOR PARTITION
1' - 5"
1' - 0"
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"3' - 0"TILE-12x32 SURFACE UNEVER CANVAS
1' - 3" PROVIDE PLYWOOD BLOCKING
AT GRAB BARS
3' - 0"0' - 8 1/2"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"2' - 0"A3
A10
4" X 30" VENT GRILLE
PT- SW 8917,
SHELL WHITEPROVIDE PLYWOOD BLOCKING
AT GRAB BARS
PROVIDE PLWD BLOCKING
FOR PARTITION
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
TILE- 12X24 POINT GREY
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"5' - 10" HOOKS- A9
TILE- 12X24 POINT GREY
TEAKWORKS4U;
SKU: TBF-240160W
1' - 6"0' - 4"
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
TILE- 12X24 POINT GREY
A3
3' - 6"1' - 6"0' - 7"
PROVIDE PLYWD
BLOCKING
@ GRAB BARS
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
TILE- 12X24 POINT GREY
3' - 0" PROVIDE PLYWD
BLOCKING
@ GRAB BARS
0' - 3"4' - 10" CLUB LEVEL 1 FIN.
FLOOR
99' - 11"3' - 6"3' - 0"TILE-12x32 SURFACE UNEVER CANVAS
ONE FULL TILE
A4
4' - 0"PROVIDE PLWD BLOCKING
FOR PT DISPENSERSPROVIDE PLWD BLOCKING
FOR PARTITION
1' - 6"4' - 0"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
TILE-12x32 SURFACE UNEVER CANVAS
BEYOND
BOBRICK PRIVACY PARTITION-
WILSONART D91
PROVIDE PLWD BLOCKING
FOR PARTITION
SOAP DISPENSERS-A6 4' - 10"BOBRICK
PARTITIONS HPL SERIES-WILSONART D91
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"2' - 10"1' - 5"2' - 0" 1' - 5"TILE-12x32 SURFACE UNEVER CANVAS 1' - 0"1' - 3"
EQEQ
1' - 3"3' - 0"1' - 3"A3
PLU-8
6046 MOORLAND FOG;
CAESARSTONE
D91 SLATE GREY;
WILSONART
1' - 5"PROVIDE PLWD BLOCKING
FOR PARTITION0' - 6"3' - 10" 1' - 10" 1' - 10"1' - 10"
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"4' - 10"1' - 0" BEYOND
TILE-12x32 SURFACE UNEVER CANVAS
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
TILE-12x32 SURFACE UNEVER CANVAS
3' - 6"0' - 7"1' - 6" 0' - 9" 0' - 8"
1' - 5 1/2"
BEYOND
ONE FULL TILECLUB LEVEL 1 FIN.
FLOOR
99' - 11"
TILE-12x32 SURFACE UNEVER CANVAS 3' - 6"HAND DRYERS
4' - 0" PROVIDE BLOCKING
HOOK- A9
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"5' - 0"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"4' - 10"1' - 0" BEYOND
0' - 8 1/2"2' - 0"A10
TILE-12x32 SURFACE UNEVER CANVAS
PROVIDE PLWD BLOCKING
FOR PARTITION
EQEQ
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 3"PLU-8
TILE-12x32 SURFACE UNEVER CANVAS
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
BOBRICK
PARTITIONS HPL SERIES-WILSONART D91
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
TILE-12x32 SURFACE UNEVER CANVAS
COAT HOOK
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"5' - 0"1' - 5"
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
TILE-12x32 SURFACE UNEVER CANVAS
PROVIDE PLWD BLOCKING
FOR GRAB BARS
CHANGING STATION-A7
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
A3 0' - 6"2' - 4 3/4"2' - 0"0' - 8 1/2"
A10 PT- SW 8917,
SHELL WHITE
PROVIDE PLWD BLOCKING
FOR GRAB BARS
PROVIDE PLWD BLOCKING
FOR CHANGE STATION
Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:49:48 PMA252
LEVEL 1 MEN'S
AND BOYS'
BATHROOMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
1/2" = 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
No. Description Date
4 AMEND. BLDG PERMIT 12.13.2018
PHASE 1
01/22/19
GFIGFIGFIGFIF.D.
GIRLS
BATHROOM
129
WOMENS
BATHROOM
136
A253
4
2
5 3
A253 9
6
7
8
A253 1113
A253 17
A253 19 A253
14
15
16
18
21
20
2325 0' - 3"5' - 0"
CHANGING STATION
SOAP NICHE
5' - 11"2' - 8 5/8"
5' - 2 3/8"5' - 0"
3' - 0"3' - 0" 3' - 0"3' - 0" 0' - 3"1' - 8" 2' - 6" 2' - 6" 2' - 6" 1' - 8 1/2"
CHANGING STATION3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"
*TILE- 12x24 POINT GREY
*TILE- 12x24 POINT GREY
1' - 0" 4' - 1"1' - 3"EQEQ EQEQ EQEQ
6' - 6" 2' - 0"4' - 6 9/16"3' - 0"3' - 0"3' - 0" 3' - 0"3' - 0"3' - 0"5' - 2"3' - 2"3' - 2"TEAKWORKS4U;
SKU: TBF-240160W
0' - 6"1' - 9 5/8" 2' - 6" 1' - 8 5/8"4' - 10"1' - 0" CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
TILE-12x32 SURFACE UNEVER CANVAS 4' - 0"3' - 0"A4
1' - 1 1/8"PROVIDE PLWD BLOCKING
FOR PT DISPENSERS
PROVIDE PLWD BLOCKING
FOR PARTITIONS ADA STALL
BEYOND
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"3' - 6"0' - 8"
1' - 5 1/2"0' - 7"1' - 6" 0' - 9" TILE-12x32 SURFACE UNEVER CANVAS
1' - 5"1' - 0"4' - 10"SOAP DISPENSERS-A6
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"BOBRICK
PARTITIONS HPL SERIES- WILSONART D91
TILE-12x32 SURFACE UNEVER CANVAS
1' - 3"3' - 0" PLU-8
A3
EQ.
1' - 10"
EQ.
1' - 10"
EQ.
1' - 10"
EQ.
1' - 10"
EQ.
LAMINATE- WILSONART D91
6046 MOORLAND FOG;
CAESARSTONE
PROVIDE PLWD BLOCKING
FOR GRAB BARS
PROVIDE PLWD BLOCKING
FOR PARTITIONS
0' - 6"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
TILE-12x32 SURFACE UNEVER CANVAS
3' - 6"4' - 0"HAND DRYERS
PROVIDE BLOCKING
COAT HOOK-A9
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"5' - 0"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
BEYOND
BOBRICK
PARTITIONS HPL SERIES- WILSONART D91
EQEQ
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
PLU-8
TILE-12x32 SURFACE UNEVER CANVAS
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
BEYOND
0' - 8 1/2"2' - 0"NAPKIN DISPOSAL-A5
TOILET PAPER-A8
0' - 6"
CHANGING STATION-A7
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"2' - 4 3/4"A3
2' - 0" 0' - 8 1/2"
NAPKIN DISPOSAL-A11
TOILET PAPER-A10
PT- SW 8917,
SHELL WHITE
PROVIDE PLWD BLOCKING
FOR CHANGE STATION
PROVIDE PLWD BLOCKING
FOR GRAB BARS
COAT HOOK- A9
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"5' - 0"CLUB LEVEL 1 FIN.
FLOOR
99' - 11" 3' - 0"3' - 6"TILE-12x32 SURFACE UNEVER CANVAS
TILE- 12X24 POINT GREY
SOAP DISPENSER- A6
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
4" X 30"
VENT GRILLE
1' - 5"0' - 7"1' - 6"0' - 9" 0' - 8"
1' - 5 1/2"
TILE-12x32 SURFACE UNEVER CANVAS
3' - 6" 1' - 5"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"3' - 6"0' - 6"1' - 6"2' - 2 3/8"1' - 4" 3' - 0"6' - 2"3' - 10"0' - 6"2' - 10" TILE- 12X24 POINT GREY TILE-12x32 SURFACE UNEVER CANVAS
FINISH- TBD 6046 MOORLAND FOG;
CAESARSTONE
D91 SLATE GREY;
WILSONART
SOAP NICHE
1' - 0"
PROVIDE PLWD BLOCKING
FOR GRAB BARS
SOAP DISPENSER- A6
PAPER TOWEL DISPENSER
WITH BUILT-IN TRASH- A4
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
TILE-12x32 SURFACE UNEVER CANVAS
3' - 6"1' - 5"4' - 0"PROVIDE PLWD BLOCKING
FOR PT DISPENSER/ HAND DRYER
HAND DRYER
COAT
HOOK- A9
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"3' - 0"5' - 10"PT- SW 8917,
SHELL WHITE
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
0' - 8 1/2" 2' - 0"NAPKIN DISPOSAL-A11
TOILET PAPER-A10
A3
3' - 0"BEYOND
PT- SW 8917,
SHELL WHITE
PROVIDE PLWD BLOCKING
FOR GRAB BARS
1' - 0"
1' - 5"
EQ EQ
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"1' - 3"1' - 3" TOTO
PT- SW 8917,
SHELL WHITEPROVIDE PLWD BLOCKING
FOR GRAB BARS 0' - 6"
CHANGING TABLE- A7
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"2' - 4 3/4"BEYOND
PT- SW 8917,
SHELL WHITE
PROVIDE PLWD BLOCKING
FOR CHANGE STATION
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
TILE- 12X24 POINT GREY
PROVIDE PLWD BLOCKING
FOR GRAB BARS
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
TILE- 12X24 POINT GREY
TEAKWORKS4U;
SKU: TBF-240160W
1' - 6"Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:50:27 PMA253
LEVEL 1
WOMEN'S AND
GIRLS'
BATHROOMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
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"11 GIRLS' ADA STALL EAST
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"23 WOMEN'S SHOWER EAST
1/4" = 1'-0"25 WOMEN'S SHOWER WEST
No. Description Date
4 AMEND. BLDG PERMIT 12.13.2018
PHASE 1
01/22/19
LEVEL 2-FIN
111' - 1"1' - 5 1/2"1' - 4"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"LEVEL 2-FIN
111' - 1"3' - 0"TC54 GAS FP
TOWN &
COUNTRY
STONE VENEER
KITCHEN
BEYOND
5' - 6"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"LEVEL 2-FIN
111' - 1"
6"
BASEBOARD
1' - 4"1' - 5 1/2"5' - 6"1' - 4"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"SOLAR SHADE; THE SHADE
STORE; WHITE-10%; INSIDE
MOUNT
LEVEL 2-FIN
111' - 1"
PROVIDE PLYWD
BLOCKING
ABOVE COUNTER
LOCKABLE UPPER CABS.
3' - 3 5/16" 5' - 0 5/16"
7' - 2"2' - 10" 4' - 0"OPEN
2' - 3"WORK SURFACE
3' - 0 3/16"
ADA COOKTOP
WALL OVEN
WALL OVEN
1' - 6"2' - 10"1' - 6"OPEN
LEVEL 2-FIN
111' - 1"
E
2' - 10" PROVIDE PLYWD
BLOCKING
ABOVE COUNTER
LOCKABLE UPPER CABS.
OPEN
1' - 0"
5' - 9 5/8"
4' - 4 3/4"
2' - 6" 1' - 6"OPENA254
29 SINK
1' - 6"
LEVEL 2-FIN
111' - 1"
TRASH TRASH
OPEN 2' - 3"0' - 7"2' - 9 5/16" 0' - 6 1/4"2' - 6 11/16"SINK
ADA DWADA REF/ FRZADA REF/ FRZ
2' - 7 11/16" 2' - 8"2' - 10"1' - 6"A254
29
1' - 6"
LEVEL 2-FIN
111' - 1"
E
PROVIDE PLYWD
BLOCKING
ABOVE COUNTER
LOCKABLE UPPER CABS.
7' - 4 15/16"
8' - 2 3/8"1' - 6"2' - 10" LEVEL 3
120' - 10 1/2"
LEVEL 2-FIN
111' - 1"1' - 5 1/2"C C .1 D
LEVEL 2-FIN
111' - 1"
E
1' - 4"1.1
LEVEL 2-FIN
111' - 1"1' - 4"PROVIDE PLYWD
BLOCKING
@ TV
2' - 6"4' - 0"5' - 6"1
LEVEL 2-FIN
111' - 1"1' - 4"CC .1 D
LEVEL 2-FIN
111' - 1"
E 1' - 4"C .1 D
LEVEL 2-FIN
111' - 1"
T
LEVEL 2-FIN
111' - 1"1' - 4"C .1 D
LEVEL 2-FIN
111' - 1"1' - 4"D
LEVEL 2-FIN
111' - 1"
LEVEL 2-FIN
111' - 1"8' - 2"1' - 4"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"3
LEVEL 2-FIN
111' - 1"1' - 4"F G
LEVEL 2-FIN
111' - 1"
E
T
1' - 4"5' - 6"1' - 4"PROVIDE PLYWD
BLOCKING
@ TV
2' - 6"4' - 0"
PROVIDE PLYWD
BLOCKING
7" AFF
3
LEVEL 2-FIN
111' - 1"1' - 4"LEVEL 3
120' - 10 1/2"
C B C .1 D
LEVEL 2-FIN
111' - 1"
T
1' - 4"SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
LEVEL 2-FIN
111' - 1"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"LEVEL 3
120' - 10 1/2"
C BC .1 D
LEVEL 2-FIN
111' - 1"
T
1' - 4"SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
3
LEVEL 2-FIN
111' - 1"
PROVIDE PLYWD
BLOCKING
7" AFF
@ ALL 3 WALLS
1 1.1
LEVEL 2-FIN
111' - 1"
SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
LEVEL 2-FIN
111' - 1"
SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
1.12
LEVEL 2-FIN
111' - 1"
6"
BASEBOARD
SOLAR SHADE; THE SHADE
STORE; WHITE-10%; INSIDE
MOUNT
LEVEL 2-FIN
111' - 1"
SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
ADA TILT FRONT
EXTENDED 12 GA
COUNTER & SINK
BRACKET
3 CM
CAESARSTONE
CTR
CAESERSTONE
APRON
3/4" PLYWD AT CTR
LAMINATE
PROVIDE IN WALL
BLOCKING
3/4" PARTICLE
BOARD
SINK
2' - 10"CUT OUT AT SINK
AREA
0' - 10" 1' - 5" 1' - 1 1/16"
2' - 0 7/8"
0' - 8 1/8"
Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:50:48 PMA254
CLUB LEVEL 2
WEST WINGSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
1/4" = 1'-0"1 CLUB ROOM EAST
1/4" = 1'-0"2 CLUB ROOM NORTH
1/4" = 1'-0"4 CLUB ROOM WEST
1/4" = 1'-0"3 KITCHEN- NORTH
1/4" = 1'-0"5 KITCHEN- EAST
1/4" = 1'-0"6 KITCHEN- SOUTH
1/4" = 1'-0"7 KITCHEN- WEST
1/4" = 1'-0"8 GYM- NORTH
1/4" = 1'-0"9 GYM- EAST
1/4" = 1'-0"10 GYM- SOUTH
1/4" = 1'-0"11 GYM- CORNER
1/4" = 1'-0"12 GYM- WEST
1/4" = 1'-0"13 TREATMENT- EAST
1/4" = 1'-0"14 TREATMENT- SOUTH
1/4" = 1'-0"15 TREATMENT- WEST
1/4" = 1'-0"16 JANITOR
1/4" = 1'-0"17 RECEPTION HALL- EAST
1/4" = 1'-0"18 RECEPTION HALL- SOUTH
1/4" = 1'-0"19 RECEPTION HALL- WEST
1/4" = 1'-0"20 CENTRAL STAIR
1/4" = 1'-0"21 BOARD ROOM- EAST
1/4" = 1'-0"22 BOARD ROOM- SOUTH
1/4" = 1'-0"23 BOARD ROOM- WEST
1/4" = 1'-0" 24 RECEPTION HALL- NORTH
1/4" = 1'-0" 25 GYM WINDOWS- NORTH FACING
1/4" = 1'-0"26 GYM WINDOW- WEST FACING
1/4" = 1'-0"27 CLUB ROOM SOUTH
1/4" = 1'-0"28 TREATMENT ROOM- NORTH
1/2" = 1'-0" 29 TYP ADA KITCHEN COUNTER DETAIL
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
3 TI REVISIONS 11.26.201
8
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
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
01/22/19
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
12
26
A256 23
20
21
225' - 0"5' - 0"2' - 6"2' - 10 1/2" 2' - 10" 2' - 10 1/2"3' - 1 7/8"3' - 0"3' - 0"3' - 0"3' - 0"
3' - 0"
3'
-
0"
3' - 0"3' - 0" 1' - 0"2' - 11"2' - 11" 2' - 11"*TILE- 12x24 POINT GREY *TILE- 12x24 POINT GREY
0' - 10 15/16"0' - 10 13/16" EQ EQ
4' - 2 1/16" 4' - 4 1/16"
3' - 0"3' - 0"3' - 0"3' - 0" 2' - 10 15/16"0' - 11 3/4"2' - 2 1/8" 2' - 2 1/8"2' - 1"6' - 2 3/8"6' - 2 1/2"2' - 1"0' - 11 3/4"2' - 2 1/8" 2' - 2 1/8"2' - 10"LEVEL 2-FIN
111' - 1"
0' - 8 15/16"
1' - 5 1/2" 0' - 7"1' - 6" 0' - 9" BEYOND
EQEQ.
TILE-12x32 SURFACE UNEVER CANVAS
A-4
PROVIDE PLWD BLOCKING
FOR PT DISPENSER
4' - 0"LEVEL 2-FIN
111' - 1"
E
0' - 3"
TILE-12x32 SURFACE UNEVER CANVAS
3' - 0"3' - 6"1' - 3"3' - 0"PLU-8
A3
BOBRICK
PARTITIONS HPL SERIES- WILSONART D91
6' - 3"1' - 0" PROVIDE PLWD BLOCKING
FOR GRAB BAR
PROVIDE PLWD BLOCKING
FOR PARTITIONS
HAND DRYER J-BOX;
3" AFFEQ EQ
LEVEL 2-FIN
111' - 1"
PT- SW 8917,
SHELL WHITE
2' - 10"0' - 8 15/16"
1' - 5 1/2"0' - 9"1' - 6"0' - 7"3' - 6"SOAP DISPENSER-A6
LEVEL 2-FIN
111' - 1"
E
1' - 5"2' - 10" 0' - 2"1' - 6"EQ.1' - 6" EQ. 1' - 6"0' - 2 1/8"
TILE-12x32 SURFACE UNEVER CANVAS
2' - 4 3/4"CHANGING STATION-A74' - 9 1/2"
6046 MOORLAND FOG;
CAESARSTONE
D91 SLATE GREY;
WILSONART
3' - 6"PROVIDE PLWD BLOCKING
FOR CHANGE STATION
PROVIDE PLWD BLOCKING
FOR PARTITIONS0' - 6"3' - 10"NAPKIN DISPOSAL- A5
LEVEL 2-FIN
111' - 1"2' - 0"TOILET PAPER- A8
0' - 8 1/2"
EQ EQ
LEVEL 2-FIN
111' - 1"1' - 3"TILE-12x32 SURFACE UNEVER CANVAS
LEVEL 2-FIN
111' - 1"
TILE-12x32 SURFACE UNEVER CANVAS
PROVIDE PLWD BLOCKING
FOR PARTITIONS
LEVEL 2-FIN
111' - 1"
COAT HOOK-A9
5' - 10"NAPKIN DISPOSAL- A11
LEVEL 2-FIN
111' - 1"
0' - 8 1/2" 2' - 0"A3
TOILET PAPER- A10
PT- SW 8917,
SHELL WHITE
PROVIDE PLWD BLOCKING
FOR GRAB BARS
LEVEL 2-FIN
111' - 1"
COAT HOOK-A9
5' - 10"BOBRICK
PARTITIONS HPL SERIES- WILSONART D91
2' - 10" BEYOND
EQEQ
TILE-12x32 SURFACE UNEVER CANVAS
A-4
0' - 8 15/16"
1' - 5 1/2"0' - 7"1' - 6"0' - 9"PROVIDE PLWD BLOCKING
FOR PT DISPENSER
4' - 0"SOAP
DISPENSER-A6
LEVEL 2-FIN
111' - 1"
E
1' - 6"EQ.1' - 6"EQ.1' - 6"1' - 5"2' - 10" 6046 MOORLAND FOG;
CAESARSTONE
D91 SLATE GREY;
WILSONART
2' - 4 3/4"TILE-12x32 SURFACE UNEVER CANVAS
2' - 10 5/16"CHANGING STATION-A7
3' - 6"PROVIDE PLWD BLOCKING
FOR CHANGE STATION
PROVIDE PLWD BLOCKING
FOR PARTITIONS 0' - 6"3' - 10"W5; 72-3/16"
LEVEL 2-FIN
111' - 1"0' - 9"1' - 6" 0' - 7"1' - 5 1/2"
0' - 8 15/16"2' - 10"3' - 6"PT- SW 8917,
SHELL WHITE
1' - 4" 1' - 4"
LEVEL 2-FIN
111' - 1"
E
0' - 3"3' - 0"3' - 6"2' - 0"1' - 5"1' - 3"3' - 0"6' - 3"1' - 0" BOBRICK
PARTITIONS HPL SERIES-WILSONART D91
TILE-12x32 SURFACE UNEVER CANVAS
A3
PLU-8
ONE FULL TILE
BOBRICK PRIVACY PARTITION
PROVIDE PLWD BLOCKING
FOR GRAB BARS
PROVIDE PLWD BLOCKING
FOR PARTITIONS
HAND DRYER J-BOX;
3" AFFEQ EQ
LEVEL 2-FIN
111' - 1"
BEYOND
BOBRICK PRIVACY PARTITION-
WILSONART D91
LEVEL 2-FIN
111' - 1"
BEYOND
BOBRICK PRIVACY PARTITION-
WILSONART D91
TILE-12x32 SURFACE UNEVER CANVAS
PROVIDE PLWD BLOCKING
FOR PARTITIONS
LEVEL 2-FIN
111' - 1"2' - 0"0' - 8 1/2"
A10
TILE-12x32 SURFACE UNEVER CANVAS
COAT HOOK-A9
LEVEL 2-FIN
111' - 1"5' - 10"LEVEL 2-FIN
111' - 1"
BOBRICK
PARTITION;
HPL SERIES-
WILSONART
D91
EQ EQ
LEVEL 2-FIN
111' - 1"
TILE-12x32 SURFACE UNEVER CANVAS
LEVEL 2-FIN
111' - 1"
PT- SW 8917,
SHELL WHITE
A3
A10
2' - 0"0' - 8 1/2"
PROVIDE PLWD BLOCKING
FOR GRAB BARS
LEVEL 2-FIN
111' - 1"
COAT HOOK-A9
BOBRICK
PARTITIONS HPL SERIES- WILSONART D91
Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:51:40 PMA256
LEVEL 2 PUBLIC
RESTROOMSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
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"12 PUBLIC WOMEN'S ADA STALL SOUTH
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"26 PUBLIC MEN'S ADA STALL SOUTH
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
6"9'-7 1/8"7'-8 3/16"7'-88'-0 5/8"7'-8 7/16"1'-6" 5 51'-2 1/2" N CLU FR 3/16 = 1'-0X45WW12X W W18X50 W1 W16X36 X26 HSS UPONLYHSS 4X4X3/8 UP ONLY15S501 18S501 EMBEDPLATE 106
C .1
LEVEL 2-FIN
111' - 1"1' - 4"3
LEVEL 2-FIN
111' - 1" 2' - 10" 1' - 6"4' - 2 11/16"
4' - 2 11/16"
OPEN
SINK
A254
291' - 6"
C .1
LEVEL 2-FIN
111' - 1"
T 1' - 4"LEVEL 2-FIN
111' - 1" 1' - 4"5' - 6"T
LEVEL 2-FIN
111' - 1"
E
1' - 4"FD
LEVEL 2-FIN
111' - 1"
E 2' - 10"OPEN
A254
29
2' - 8 5/8" 2' - 8 5/8"1' - 6"1' - 6"
LEVEL 2-FIN
111' - 1"1' - 4"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"D
LEVEL 2-FIN
111' - 1"
E 1' - 4"1' - 4"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0" 2' - 6"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"LEVEL 2-FIN
111' - 1"
T
3' - 6"1' - 4"F
LEVEL 2-FIN
111' - 1"1' - 4"LEVEL 2-FIN
111' - 1"1' - 4"3' - 6"F
LEVEL 2-FIN
111' - 1"1' - 4"4 5
LEVEL 2-FIN
111' - 1"1' - 4"G
LEVEL 2-FIN
111' - 1"1' - 4"4
LEVEL 2-FIN
111' - 1"
T
1' - 4"G
LEVEL 2-FIN
111' - 1"1' - 4"HANGING CLOSET
PROVIDE PLWD BLOCKING
7" AFF
4
LEVEL 2-FIN
111' - 1"1' - 4"LEVEL 2-FIN
111' - 1"1' - 4"LEVEL 2-FIN
111' - 1"
T 1' - 4"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"5
4.1
LEVEL 2-FIN
111' - 1"5' - 6"1' - 4"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"LEVEL 2-FIN
111' - 1"
T
1' - 4"LEVEL 2-FIN
111' - 1"1' - 4"LEVEL 2-FIN
111' - 1"3' - 6"5
LEVEL 2-FIN
111' - 1"
T 1' - 4"5
LEVEL 2-FIN
111' - 1"
T 1' - 4"PROVIDE PLYWD
BLOCKING
@ TV
4' - 0"2' - 6"5' - 6"D
LEVEL 2-FIN
111' - 1"1' - 4"4 5
LEVEL 2-FIN
111' - 1"
T 1' - 4"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
1' - 4"CC .1
LEVEL 2-FIN
111' - 1"
T
1' - 4"C C .1
LEVEL 2-FIN
111' - 1"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
C C .1
LEVEL 2-FIN
111' - 1"
T 1' - 4"C C .1
LEVEL 2-FIN
111' - 1"5' - 6"PROVIDE PLYWD
BLOCKING
@ TV
CC .1
LEVEL 2-FIN
111' - 1"
T
1' - 4"LEVEL 2-FIN
111' - 1"
PROVIDE PLYWD
BLOCKING
7" AFF
LEVEL 2-FIN
111' - 1"
PROVIDE PLYWD
BLOCKING
7" AFF
LEVEL 2-FIN
111' - 1"
PROVIDE PLYWD
BLOCKING
7" AFF
SOLAR SHADE; THE SHADE
STORE; WHITE-10%; INSIDE
MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%; INSIDE
MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%; INSIDE
MOUNT
LEVEL 2-FIN
111' - 1"
PROVIDE PLYWD
BLOCKING
7" AFF
G
LEVEL 2-FIN
111' - 1"
PROVIDE PLYWD
BLOCKING
7" AFF
G
LEVEL 2-FIN
111' - 1"
PROVIDE PLWD BLOCKING
7" AFF
LEVEL 2-FIN
111' - 1"
PROVIDE PLWD BLOCKING
7"AFF
LEVEL 2-FIN
111' - 1"
PROVIDE PLWD BLOCKING
7"AFF
4 5
LEVEL 2-FIN
111' - 1"
SOLAR SHADE; THE SHADE
STORE; WHITE-10%; INSIDE
MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%; INSIDE
MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%; INSIDE
MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%; INSIDE
MOUNT
C C .1 D
LEVEL 2-FIN
111' - 1"
SOLAR SHADE; THE SHADE
STORE; WHITE-10%; INSIDE
MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%; INSIDE
MOUNT
SOLAR SHADE; THE SHADE
STORE; WHITE-10%; INSIDE
MOUNT
4
LEVEL 2-FIN
111' - 1"
SOLAR SHADE; THE SHADE
STORE; WHITE-10%; OUTSIDE
MOUNT
5 4.1
LEVEL 2-FIN
111' - 1"
SOLAR SHADE; THE SHADE
STORE; WHITE-10%; OUTSIDE
MOUNT
LEVEL 2-FIN
111' - 1"
SOLAR SHADE; THE SHADE
STORE; WHITE-10%;
OUTSIDE MOUNT
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"12/13/2018 1:52:05 PMA257
CLUB LEVEL 2
EAST WINGSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
1/4" = 1'-0"1 CONF. KITCHENETTE-EAST
1/4" = 1'-0"2 CONF. KITCHEN- SOUTH
1/4" = 1'-0"3 SMALL CONF. EAST
1/4" = 1'-0"4 SMALL CONF. SOUTH/ COPIER
1/4" = 1'-0" 5 BOOK KEEPER NORTH
1/4" = 1'-0"6 BOOK KEEPER- SOUTH
1/4" = 1'-0"7 STAFF LOUNGE- EAST
1/4" = 1'-0"8 STAFF LOUNGE- SOUTH
1/4" = 1'-0"9 STAFF LOUNGE- WEST
1/4" = 1'-0"10 MEMBER SERVICES- NORTH
1/4" = 1'-0"11 MEMBER SERVICES- EAST
1/4" = 1'-0"12 MEMBER SERVICES- SOUTH
1/4" = 1'-0"13 MEMBER SERVICES- WEST
1/4" = 1'-0"14 HALL- NORTH
1/4" = 1'-0"15 HALL- EAST
1/4" = 1'-0"16 HALL- SOUTH
1/4" = 1'-0"17 HALL- WEST
1/4" = 1'-0"18 ADMISSIONS-NORTH
1/4" = 1'-0"19 ADMISSIONS- EAST
1/4" = 1'-0"20 ADMISSIONS- WEST
1/4" = 1'-0"21 COO- NORTH
1/4" = 1'-0"22 COO- EAST
1/4" = 1'-0"23 COO- WEST
1/4" = 1'-0"24 RR- EAST
1/4" = 1'-0"25 DEV./EVENTS- NORTH
1/4" = 1'-0"26 DEV./EVENTS-SOUTH
1/4" = 1'-0"27 DEV./EVENTS- WEST
1/4" = 1'-0"28 EXEC. OFFICE 220- SOUTH
1/4" = 1'-0"29 EXEC. OFFICE- WEST
1/4" = 1'-0"30 FINANCE OFFICE- EAST
1/4" = 1'-0"31 FINANCE OFFICE-WEST
1/4" = 1'-0"32 ACCOUNTANT- EAST
1/4" = 1'-0" 33 ACCOUNTANT- WEST
1/4" = 1'-0"34 MEMBER LOCKERS- NORTH
1/4" = 1'-0"35 MEMBER LOCKERS- EAST
1/4" = 1'-0"36 MEMBERS LOCKERS- SOUTH
1/4" = 1'-0"37 MEMBER LOCKERS- WEST
1/4" = 1'-0"38 LOWER COPIER/SUPPLIES- WEST
1/4" = 1'-0"39 14 - c
1/4" = 1'-0"40 SHELVES CLOSET- EAST
1/4" = 1'-0"41 SHELVES CLOSET- WEST
1/4" = 1'-0"42
CL2 EAST WING OFFICE WINDOWS-
NORTH FACING
1/4" = 1'-0"43
CL2 EAST WING OFFICE WINDOWS-
EAST FACING
1/4" = 1'-0"44 ADMISSIONS- SOUTH
1/4" = 1'-0"45 COO- SOUTH
1/4" = 1'-0"46 SMALL CONF. NORTH
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
3 TI REVISIONS 11.26.201
8
4 AMEND. BLDG PERMIT 12.13.2018
PHASE 1
01/22/19
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
T.O. CHIMNEY
149' - 0"
F JB
G
A C .1 9' - 10 1/2"11' - 5" 11' - 7" 121' - 0 1/8"
GARAGE
G01
BOARD
ROOM
202
AV
134
RECEPTION
HALL
201
A903
6
21' - 5 13/16" 11' - 2 13/16" 47' - 8 11/16"
D E
TEMP. OFFICES
225
DAY USE
ATHLETE AREA
126
MECH / JANITOR
G05
LOCKERS
G06
OFFICE
G07
RECEPTION HALL
201
B.24
LEVEL 4 INT.
131' - 9"
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
T.O. CHIMNEY
149' - 0"
C F J B
G
A C .1 9' - 10 1/2"11' - 5" 11' - 7" 121' - 0 1/8"
47' - 8 11/16"
2' - 0"
9' - 2 13/16" 21' - 5 13/16"
RECEPTION HALL
201
BOARD ROOM
202
BREEZEWAY
101
TECH SHOP
G04
GARAGE
G01
4"
12"
3"
12"
D E
B.24
LEVEL 4 FIN
131' - 11 1/2"
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
T.O. CHIMNEY
149' - 0"
C F H JB
G
A C .1 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
LEVEL 4 INT.
131' - 9"
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"12/13/2018 1:52:15 PMA301
BUILDING
SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR
10/29/2018
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
06 9-15-17BLDG.PERMIT CORR.
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
Level 5
139' - 0"
1 4 5 63 1.10.1
T.O. CHIMNEY
149' - 0"
CLUB ROOM
207
RECEPTION HALL
201
MECH
209
WEST
BREEZEWAY
116
EL. VEST
G18
GARAGE
G01
BREEZEWAY
101
EAST STAIR
ES0
WOMEN'S
RESTROOM
212
MEN'S
RESTROOM
213
RECEPTION HALL
201
ALPINE COACHES
WORK STATIONS
102
2
EAST
CONDO
ELEVATOR
LEVEL 4 INT.
131' - 9"
EAST STAIR
327
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
Level 5
139' - 0"
1 4 5 6 3 4.1 1.1 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
LEVEL 4 FIN
131' - 11 1/2"
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"12/13/2018 1:52:23 PMA302
BUILDING
SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR
10/29/2018
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
06 9-15-17BLDG.PERMIT CORR.
No.Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
LEVEL 3
120' - 10 1/2"
C B C .1
A503
9
A507
5
OFFICE
104
GARAGE
G01
A506
1
X27
80
X73
SLOPE
F6
A603
6
A603
7
2
A851
1
A851
4
A851
A503
14
A508
6
A506
20
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
CONCRETE CURB;
RE: CIVIL
X37
W021
PRECAST DOUBLE-T;
RE: STRUCT
F2
F3
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' - 3 1/4"
A120
B
A570
23
A570
23
A509
20
A509
9
A509
5
A502a
1
ANDERSON "100" SERIES
WINDOWS AT CLUB LEVELS
A507
5
4' - 9 5/16"
CONDO LEVEL 3
PATIO-FIN
121' - 2 1/4"
LEVEL 4 FIN
131' - 11 1/2"
LEVEL 3
120' - 10 1/2"
C B
A507
5
A503
2
A503
9
GARAGE
G01
OFFICE
105
EHU
STUDIO
TYPE B
G16
F6
X33
33
80
A603
6
A506
9
4
A508
2
A508
A506
2
A603
6
A603
7
A502a
8
A503
14
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
PAVERS AT DRIVEWAY
W/SNOWMELT SYSTEM
F2
PRECAST DOUBLE-T;
RE: STRUCT
BELLY BAND
X37
S1
W106
X27
R2
4"
12"
F4
STEEL BEAM;
RE: STRUCT
BELLY BAND
1/4" / 1 2"
9' - 2 13/16"
D
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
LEVEL 2-FIN
111' - 1"
LEVEL 3 FIN
121' - 3 1/4"
A570
22
A570
23
A570
23
A509
20
A509
19
A509
16
A507
5
LEVEL 4 FIN
131' - 11 1/2"
LEVEL 3
120' - 10 1/2"
C
C
C .1
A503
9
TREATMENT
204
OFFICE
106
GARAGE
G01
EHU
STUDIO
TYPE B
G16
A503
5
F6
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
80
43
4"
12"
R2
S1
X27
STEEL BEAM;
RE: STRUCT
BELLY BAND
STEEL BEAM;
RE: STRUCT
BELLY BAND
X17
X13
STANDING SEAM
METAL ROOF
F4
2' - 0" 6' - 11 5/8"
A503
2
A502
21
D
132'-8" PLATE HT.CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
LEVEL 2-FIN
111' - 1"
LEVEL 3 FIN
121' - 3 1/4"
A570
22
A570
23
A570
23
A509
20
A509
19
A509
4
LEVEL 4 FIN
131' - 11 1/2"
Scale
Date
Drawn By
Project Number
3/8" = 1'-0"12/13/2018 1:52:30 PMA401
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
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
06 9-15-17BLDG.PERMIT CORR.
07 BLDG. PERMIT CORR. 11-16-17
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
LEVEL 3
120' - 10 1/2"
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%
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 WOOD T & G SOFFIT
PLYWOOD SHEATHING;
RE: STRUCT
1-1/2" CONCRETE
TOPPING SLAB
FLOOR JOISTS;
RE: STRUCT
F5
144' - 1 1/8"
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' - 3 1/4"
E
A570
22
A570
23
A570
23
TRELLIS DETAIL PER STRUCTURAL
A502a
11
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 4 FIN
131' - 11 1/2"
LEVEL 3
120' - 10 1/2"
C C .1
5
A951
ELEV.
EQUIP
G14
EHU
STUDIO -
TYPE B
UNIT
G15
KITCHEN
216
6
A603
8
A603
7
A603
A506
2
A503
9
A506
9
W106
3
A508
A507
56
A503
A502a
8
80 73
43
A506
3
F1
F6
43
A503
14
SIM
X23
X27
R2
2
A503
7
A503
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' - 3 1/4"
A570
22
A570
23
A570
23
A509
13
A509
4
A507
5
LEVEL 4 FIN
131' - 11 1/2"
Scale
Date
Drawn By
Project Number
3/8" = 1'-0"12/13/2018 1:52:37 PMA402
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
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
06 9-15-17BLDG.PERMIT CORR.
07 BLDG. PERMIT CORR. 11-16-17
No. Description Date
4 AMEND. BLDG PERMIT 12.13.2018
PHASE 1
01/22/19
LEVEL 3
120' - 10 1/2"
C
B
B C .1
A503
6
A503
9
GARAGE
G01
CONF.
139
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
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
PAVERS 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' - 3 1/4"
A506
9
A570
22
A570
23
A509
19
A509
20
A507
5
A507
5
A507
5
LEVEL 4 FIN
131' - 11 1/2"
LEVEL 3
120' - 10 1/2"
C .1
COMM
219
F.ST./F.SK.
OFFICE
141
GARAGE
G01
A503
6
A503
9
2
A508
A503
14
A506
1
A603
7
X37
X27
A506
20
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
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"
A503
3
A509
8
A509
19
A570
23
A570
22
4.5" SPRAY FOAM INSULATION
A506
11
SIM.
A502a
1
A507
5
A507
5
CONDO LEVEL 3
PATIO-FIN
121' - 2 1/4"
MAINTAIN 42" +
HEIGHT OF PARAPET
WALL FROM
HIGHEST PATIO
FINISH AREA.
LEVEL 4 FIN
131' - 11 1/2"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
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
LEVEL 2-FIN
111' - 1"
A506
16
SIM.
A509
19
A509
4
A507
5
CONDO LEVEL 3
PATIO-FIN
121' - 2 1/4"
MAINTAIN 42" +
HEIGHT OF PARAPET
WALL FROM
HIGHEST PATIO
FINISH AREA.
STORAGE
336
CLUB STORAGE
G24
Scale
Date
Drawn By
Project Number
3/8" = 1'-0"12/13/2018 1:52:44 PMA403
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
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
06 9-15-17BLDG.PERMIT CORR.
07 BLDG. PERMIT CORR. 11-16-17
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
6
6
A902
A503
18
A506
16
A506
1
A506
211' - 7" 11' - 5" 9' - 10 1/2" 3' - 11 15/16"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
METAL FRAMED GYP. BD
CEILING
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
LEVEL 2-FIN
111' - 1"
LEVEL 3 FIN
121' - 3 1/4"
A502a
1
PRECAST STAIR
PRECAAST STAIR
A570
22
A503
3
WETS UNIT
LANDING
126' - 1 3/4"
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
6
ELECTRICAL
151
BOILER ROOM
G09
MECH.
150
HANGING
234
A503
30
A506
1
W129
A506
10
80
50
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
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
F1
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
LEVEL 2-FIN
111' - 1"
LEVEL 3 FIN
121' - 3 1/4"
A502a
4A503
16
A503
3
A502a
5
A509
19
A570
23
A509
4
A570
22
A502a
1
A507
5
A507
5
A507
5
CONDO LEVEL 3
PATIO-FIN
121' - 2 1/4"
LEVEL 4 FIN
131' - 11 1/2"
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
HJ
X13
A503
23
A603
1
A506
5
A506
1
A506
2
80
X17
80
CLUB STORAGE
G08
WOMENS
BATHROOM
136
25' - 9 1/2" 14' - 9 5/16"
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
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
W124
W116
STEEL BEAM;
RE: STRUCT
PRECAST INVERTED TEE
BEAM; RE: STRUCT
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
LEVEL 2-FIN
111' - 1"
LEVEL 3 FIN
121' - 3 1/4"
A502a
1
A570
22
A570
23
A509
19
A503
3
A502a
5
A502a
4
A507
5
A507
5
A507
5
10
A905
CONDO LEVEL 3
PATIO-FIN
121' - 2 1/4"
LEVEL 4 FIN
131' - 11 1/2"
Scale
Date
Drawn By
Project Number
3/8" = 1'-0"12/13/2018 1:52:51 PMA404
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
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
06 9-15-17BLDG.PERMIT CORR.
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
LEVEL 2
111' - 0"
LEVEL 3
120' - 10 1/2"
G
A509
8
A509
19
A509
23
A509
28
7' - 10"A502a
8
7' - 4 1/2"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: A5719' - 10 1/2"STONE PAVER TILE ON
DRAINBOARD ON
WATERPROOF
MEMBRANE
4-1/2" CONCRETE SLAB ON
2" METAL DECK
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' - 3 1/4"
A570
22
A507
5
A507
5
A507
5
CONDO LEVEL 3
PATIO-FIN
121' - 2 1/4"
LEVEL 4 FIN
131' - 11 1/2"
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
HJ
G
A603
12
A506
2
355
A503
A509
8
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 5/16"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' - 4 11/16"
7' - 6 5/16"
0' - 6"
80
80
ROOF JOISTS;
RE: STRUCT
STANDING SEAM
METAL ROOF
X28
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
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' - 3 1/4"
A508
6
A570
23
A509
20
A502a
9
1X6 T&G CLG
DAY USE
ATHLETE AREA
126
A509
13
DAY USE
ATHLETE AREA
126
A509
14
A570
22
A509
4
A502a
1
A507
5
A507
5
A507
5
B.24
LEVEL 4 FIN
131' - 11 1/2"
WETS UNIT
LANDING
126' - 1 3/4"
Scale
Date
Drawn By
Project Number
3/8" = 1'-0"12/13/2018 1:52:56 PMA405
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
3/8" = 1'-0"
1 WALL SECTION
3/8" = 1'-0"
2 WALL SECTION
2
A403
1
A403
01 PERMIT 07.01.15
06 9-15-17
F2
BLDG.PERMIT CORR.
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
LEVEL 2
111' - 0"
LEVEL 3
120' - 10 1/2"
1 0.1
T.O. CHIMNEY
149' - 0"
A506
1
X28
A603
1
7' - 11 1/8"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
STEEL BEAM; RE: STRUCT
S1
F4
F6
ROOF JOISTS;
RE: STRUCT
STANDING SEAM
METAL ROOF
3" SPRAY FOAM
INSULATION (R-19)
W121
W152
ALUMINUM CLAD WOOD
WINDOWS
AT CONDO LEVELS ONLY
BELLY BAND
WOOD T & G
SOFFIT
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
LEVEL 2-FIN
111' - 1"
LEVEL 3 FIN
121' - 3 1/4"
A502a
1
A509
10
A509
17
A570
23
A503
9A509
20
WEST CONDO 3
ALUMINUM CLAD WOOD
WINDOWS
AT CONDO LEVELS ONLY
A507
5
A507
5
A507
5
LEVEL 4 FIN
131' - 11 1/2"
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
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
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
34
739' - 10 1/2"11' - 5" 11' - 7" ROOF JOISTS;
RE: STRUCT
STANDING SEAM
METAL ROOF
3" SPRAY FOAM
INSULATION (R-19)
W119
W150
1-1/2" CONCRETE
TOPPING SLAB
3/4" FLOOR SHEATHING;
RE: STRUCT
FLOOR JOISTS;
RE: STRUCT
5/8" GYPSUM
BOARD
WEST ELEV VEST
118
WEST
PENTHOUSE
STORAGE
117
WEST
BREEZEWAY
116
GARAGE
G01
ELECTRICAL
PANELS
G17
SIDEWALK; RE:
LANDSCAPE & CIVIL
F6
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
LEVEL 2-FIN
111' - 1"
LEVEL 3 FIN
121' - 3 1/4"
A502a
1
A570
22 A509
4
A509
10 SIM.
A570
23
A503
18
CONDO 3
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 4 FIN
131' - 11 1/2"
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
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"
CONC. SIDEWALK;
RE: CIVIL
MECHANICAL
LOUVER; RE: MECH
BELLY BAND
LAP SIDING
PARAPET
STONE VENEER
WALL ASSEMBLY;
RE: A202 & A271
PRE-FINISHED
METAL COPING
COVER
PRECAST DOUBLE-T;
RE: STRUCTCLUB LEVEL 1 FIN.
FLOOR
99' - 11"
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"12/13/2018 1:53:03 PMA406
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
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
06 9-15-17BLDG.PERMIT CORR.
No. Description Date
4 AMEND BLDG PERMIT 12.13.2018
PHASE 1
01/22/19
LEVEL 1
99' - 7"
GARAGE
88' - 0"
3
A408
3
A408
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
PAVERS WITH
SNOWMELT SYSTEM
HOLLOW-CORE
PRECAST CONRETE
PLANK; RE: STRUCT
A506
11
A506
1
DRIVEWAY
ADA LIFT
LEVEL 1
99' - 7"
GARAGE
88' - 0"
3
3
A408
3
A408
SIM
W030
80
A506
1
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
PAVERS 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"
DRIVEWAY
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
1 1.10.1
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
PERIMETER DRAIN;
RE: CIVIL
WATERPROOF
MEMBRANE
VAPOR RETARDER
NATURAL STONE
WALL ASSEMBLY;
RE: A571
WEST STAIR
WS0
GARAGE
G01
WEST STAIR
WS2
WEST STAIR
WS1
76
10' - 2 1/2"A503
3
A503
18
11' - 5"11' - 7" A503
13
A503
13
PRECAST DOUBLE-T;
RE: STRUCT
WOOD T & G 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
CAST-IN-PLACE
STAIR; RE:
LANDSCAPE
RECESSED WALL
MOUNT LIGHT
FIXTURE; RE: ELECT
TOUNGE AND
GROOVE SOFFIT
2" RIGID EXTRUDED
POLYSTYRENE
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
LEVEL 2-FIN
111' - 1"
LEVEL 3 FIN
121' - 3 1/4"
A502a
1
CONDO 3
A570
22
A509
4
CONDO LEVEL 3
PATIO-FIN
121' - 2 1/4"
Scale
Date
Drawn By
Project Number
3/8" = 1'-0"12/13/2018 1:53:09 PMA407
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
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
06 9-15-17BLDG.PERMIT CORR.
07 BLDG. PERMIT CORR. 11-16-17
No. Description Date
4 AMEND. BLDG PERMIT 12.13.2018
PHASE 1
01/22/19
A
1
A407
1
A407
SLOPE
A508
1
A506
6
HOLLOW-CORE
PRECAST CONRETE
PLANK; RE: STRUCT
PAVERS WITH
SNOWMELT SYSTEM
ANCHORED STONE
VENEER WALL
ASSEMBLY
43
METAL FRAMED
DRYWALL CEILING
BATT INSULATION
GRADE FRAMED WALL
A508
1
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
LEVEL 3
120' - 10 1/2"
WALL PER
STRUCTURAL
PRECAST DOUBLE-T;
RE: STRUCT
80
X15X179' - 10 1/2"11' - 5" PRE-FINISHED METAL
COPING COVER
BELLY BAND
LAP SIDING WALL
ASSEMBLY; RE: A571
STEEL BEAM;
RE: STRUCT
SOIL ON 4-1/2" CONCRETE
SLAB ON 2" METAL DECK;
RE: STRUCT & CIVIL
A503
30
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
LEVEL 2-FIN
111' - 1"
LEVEL 3 FIN
121' - 3 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
10
A905 B.24
T.O. CHIMNEY
149' - 0"
F
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
E
STONE
A502a
13
A570
10
ACCESS DOOR FOR EQUIPMENT
A502a
13
HEAT PUMP
BEYOND
MAIN AND OVERFLOW DRAIN
BILCO 1 HR
ACCESS DOOR
TYPE "X" GWB
LEVEL 4 FIN
131' - 11 1/2"
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
H G
A851
16
A506
2
15
15
X24
A851
8
14' - 9 5/16"
CLUB ROOM
207
GARAGE
G01
TECH SHOP
G04
PRE-FINISHED METAL
COPING COVER
BELLY BAND
LAP SIDING WALL
ASSEMBLY; RE: A571
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' - 3 1/2"10' - 2 1/2"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
LEVEL 2-FIN
111' - 1"
LEVEL 3 FIN
121' - 3 1/4"
BOYS LOCKER
ROOM 2
124
A509
4
A509
12
A502a
4
CONDO 3
CONDO 4
A507
5
A507
5
A507
5
CONDO LEVEL 3
PATIO-FIN
121' - 2 1/4"
LEVEL 4 FIN
131' - 11 1/2"
LEVEL 4 INT.
131' - 9"
Scale
Date
Drawn By
Project Number
3/8" = 1'-0"12/13/2018 1:53:16 PMA408
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
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
06 9-15-17BLDG.PERMIT CORR.
No. Description Date
4 AMEND. BLDG PERMIT 12.13.2018
PHASE 1
01/22/19
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.
01/22/19
R-13
EXTERIOR INTERIOR
WIRE BRUSHED WOOD LAP
SIDING
(THP M4-41 6V 6L)/ BUTT AT
CORNER
METAL
FRAMING PER
STRUCTURAL
R-13
R-9.6
R-9.6
R-13
FRY REGLET
PCM#75-75-150
CORNER KEY
EXTERIORINTERIOR
R-13 R-9.6
R-9.6
METAL
FRAMING PER
STRUCTURAL
R-13
5/8" GWB
EXTERIORINTERIOR
R-9.6
BEN OBDYKE CEDAR
BREATHER 10 MIL
2" HUBER ZIP R
SHEATHING/ R-9.6
5/8" DENSGLASS
SHEATHINGVAPOR
BARRIER
6" METAL STUD
FRAMING AT 16" O.C.
WITH R-13 BATT
INSULATION
FRAMING PER
STRUCTURAL
WIRE BRUSHED WOOD
LAP SIDING 1 X 5
(THP M4-41 6V 6L)
TYVEK
R-13
R-13
R-9.6
R-9.6
METAL
FRAMING PER
STRUCTURAL
EXTERIOR INTERIOR
3 COAT STUCCO (1"
BUILD UP)
1/2" SCRATCH COAT,
3/8" BROWN COAT,
1/8" STUCCO.
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-9.5
R-9.5
INTERIOR EXTERIOR
6" METAL FRAMING
R-13 BATT
INSULATION
VAPOR BARRIER
5/8" GYPSUM
WALL BOARD
5/8" DENGLASS
SHEATHING
HUBER ZIP WALL (2")
R SHEATHING R 9.5 w/
NAILABLE SURFACE
1/4" LATHE
3 COAT STUCCO (1"
BUILD UP)
1/2" SCRATCH COAT,
3/8" BROWN COAT,
1/8" STUCCO.
R-13 R-9.5
TYVEK
R-13
R-13 R-9.6
R-9.6
EXTERIOR INTERIOR
6 1/2" STONE
VENEER, FULL
PIECES AT
CORNERS
RANDOM
PATTERN
EXTERIORINTERIOR
6" METAL
FRAMING
R-13 BATT
INSULATION
VAPOR BARRIER
5/8" GYPSUM
WALL BOARD
5/8" DENGLASS
SHEATHING
HUBER ZIP WALL (2")
R SHEATHING R 9.5 w/
NAILABLE SURFACE
TYVEK
10 MIL SLICKER
CLASSIC RAIN
SCREEN
1/4" LATHE
MORTAR
6 1/2" STONE VENEER
R-13
5/8" GWB
EXTERIORINTERIOR
R-9.6
BEN OBDYKE CEDAR
BREATHER 10 MIL
2" HUBER ZIP R
SHEATHING/ R-9.6
PLYWD PER
STRUCTURALVAPOR
BARRIER
WOOD STUD FRAMING
AT 16" O.C. WITH R-13
BATT INSULATION
FRAMING PER
STRUCTURAL
WIRE BRUSHED WOOD
LAP SIDING 1 X 5
(THP M4-41 6V 6L)
TYVEK
R-13
FRY REGLET
PCM#75-75-150
CORNER KEY
EXTERIOR INTERIOR
R-13 R-9.6
R-9.6
WOOD STUD
FRAMING PER
STRUCTURAL
R-13
EXTERIOR INTERIOR
WIRE BRUSHED WOOD LAP
SIDING
(THP M4-41 6V 6L)/ BUTT AT
CORNER
WOODFRAMING
PER
STRUCTURAL
R-13
R-9.6
R-9.6
INTERIOR EXTERIOR
WOOD STUD FRAMING
R-13 BATT
INSULATION
VAPOR BARRIER
5/8" GYPSUM
WALL BOARD
PLYWD SHEATHING
PER STRUCTURAL
HUBER ZIP WALL (2")
R SHEATHING R 9.5 w/
NAILABLE SURFACE
1/4" LATHE
3 COAT STUCCO (1"
BUILD UP)
1/2" SCRATCH COAT,
3/8" BROWN COAT,
1/8" STUCCO.
R-13 R-9.5
TYVEK
R-13
EXTERIOR INTERIOR
R-13 R-9.6
R-9.6
WOOD
FRAMING PER
STRUCTURAL
FRY REGLET "X"
MOLDING
#XCM-75-75-150
6" X 6" VERTICAL
STRIP OF REVEAL
SHIELD
WOOD BLOCKING
EXTERIOR INTERIOR
R-13
WOODFRAMING
PER
STRUCTURAL
R-13
R-9.6
R-9.6
3 COAT STUCCO (1"
BUILD UP)
1/2" SCRATCH COAT,
3/8" BROWN COAT,
1/8" STUCCO.
R-13
R-13
R-9.6
R-9.6
METAL
FRAMING PER
STRUCTURAL
EXTERIOR INTERIOR
6 1/2" STONE
VENEER
EXTERIORINTERIOR
WOOD
FRAMING
R-13 BATT
INSULATION
VAPOR
BARRIER
5/8" GYPSUM
WALL BOARD
PLYWD SHEATHING
PER STRUCTURAL
HUBER ZIP WALL (2")
R SHEATHING R 9.5 w/
NAILABLE SURFACE
TYVEK
10 MIL SLICKER
CLASSIC RAIN
SCREEN
1/4" LATHE
MORTAR
6 1/2" STONE VENEER
R-13
R-13 R-9.6
R-9.6
EXTERIOR INTERIOR
6 1/2" STONE
VENEER, FULL
PIECES AT
CORNERS
RANDOM
PATTERN
R-13
R-13
R-9.6
R-9.6
WOOD
FRAMING PER
STRUCTURAL
EXTERIOR INTERIOR
6 1/2" STONE
VENEER
0' - 5 1/2"STUCCO
METAL FLASHING
w/ SEALANT
WOOD BELLY BAND
METAL FLASHING
STUCCO
R-9.5
STONE VENEER
METAL FLASHING
w/ SEALANT
WOOD BELLY BAND
METAL FLASHING
STUCCO
WOOD SIDING
METAL FLASHING
w/ SEALANT
WOOD BELLY BAND
METAL FLASHING
STUCCO
STONE VENEER
METAL FLASHING
w/ SEALANT
WOOD BELLY BAND
METAL FLASHING
WOOD SIDING
1" STUCCO
6 1/2" STONE
VENEER
WALL PER PLAN
C REGLET w/ CAULK
"T" MOLD w/ SEALANT
3/4" WOOD SIDING
1" STUCCO
WALL PER PLAN
6 1/2" STONE
VENEER
WALL PER PLAN
3/4" WOOD
SIDING
C REGLET w/ CAULK
Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:53:26 PMA501
WALL DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
1 1/2" = 1'-0"3
WOOD SIDING WALL/INSIDE
CORNER-CLUB
1 1/2" = 1'-0"2
WOOD SIDING WALL/OUTSIDE
CORNER-CLUB
1" = 1'-0"1 WOOD SIDING WALL SECTION-CLUB
1 1/2" = 1'-0"9
STUCCO SIDING WALL/INSIDE
CORNER-CLUB
1 1/2" = 1'-0"8
STUCCO SIDING WALL/OUTSIDE
CORNER-CLUB
1" = 1'-0"7 STUCCO SIDING WALL SECTION-CLUB
1 1/2" = 1'-0"14
STONE SIDING WALL/OUTSIDE
CORNER-CLUB
1" = 1'-0"13 STONE SIDING WALL SECTION-CLUB
1" = 1'-0"4 WOOD SIDING WALL SECTION -CONDO
1 1/2" = 1'-0"5
WOOD SIDING WALL/OUTSIDE
CORNER-CONDO
1 1/2" = 1'-0" 6
WOOD SIDING WALL/ INSIDE
CORNER-CONDO
1" = 1'-0"10 STUCCO SIDING WALL/SECTION-CONDO
1 1/2" = 1'-0"11
STUCCO SIDING WALL/OUTSIDE
CORNER-CONDO
1 1/2" = 1'-0"12
STUCCO SIDING WALL/INSIDE
CORNER-CONDO
1 1/2" = 1'-0"15
STONE SIDING WALL/ INSIDE
CORNER-CLUB
1" = 1'-0"16 STONE SIDING WALL/SECTION-CONDO
1 1/2" = 1'-0"17
STONE SIDING WALL/OUTSIDE
CORNER-CONDO
1 1/2" = 1'-0"18
STONE SIDING WALL/ INSIDE
CORNER-CONDO
1 1/2" = 1'-0"19
STUCCO TO STUCCO HORIZ. WALL
TRANSITION
1 1/2" = 1'-0"20
STUCCO TO STONE HORIZ. WALL
TRANSITION
1 1/2" = 1'-0"21
STUCCO TO WOOD HORIZ. WALL
TRANSITION
1 1/2" = 1'-0"22
WOOD TO STONE HORIZ. WALL
TRANSITION
1 1/2" = 1'-0"23 STUCCO TO STONE VERTICAL JOINT
1 1/2" = 1'-0"24 STUCCO TO WOOD VERTICAL JOINT
1 1/2" = 1'-0"25 WOOD TO STONE VERTICAL JOINT
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
RE: PLAN
3'-11 3/4"A
RE: PLAN
3'-11 3/4"A
FULLY ADHERED
EPDM ROOFING
MEMBRANE
PREFINISHED
METAL COPING
F4
METAL STUD
FRAMING
(2) LAYERS 5/8"
EXTERIOR GYPSUM
WALL BOARD
STEEL
BEAM; RE:
STRUCT
5/8" DENGLASS
SHEATHING
3 COAT STUCCO (1"
BUILD UP)
1/2" SCRATCH COAT,
3/8" BROWN COAT,
1/8" STUCCO.
5/8" DENGLASS
SHEATHING
TYVEK
PLYWD SHEATHING
BLOCKING
5/8" DENGLASS
SHEATHING 8" MAX.COUNTER
FLASHING
OPEN
R-30
XPS INSULATION
FILTER FABRIC
ROOT BARRIER
DRAIN BOARD
PARAPET HEIGHT 42"
AFF
MASONRY WALL
PER STRUCT.
STAIRWELL
BEYOND0' - 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
1-1/2" SPRAY FOAM
INSULATION
BLOCKING
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 13/16"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
1.5" MIN. SPRAY FOAM
INSULATION (R-7)
BIB INSULATION @ ROOF
CAVITY, (MIN. R-14)
1/4" AIR GAP
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
1.5" MIN. SPRAY FOAM
INSULATION (R-7)
1-1/2" SPRAY FOAM
INSULATION
BLOCKING
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 13/16"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
BIB INSULATION @ ROOF
CAVITY, MIN. R-14
1/4" AIR GAP
1' - 2 1/8"1' - 3 1/4"2' - 1 13/16"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
2' - 7 7/8"
3' - 5 7/16"
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.FRAME PER STRUCTURAL
SS METAL ROOF
SLIP SHEET
BITUTHENE
3/4" PLYWOOD SHEATHING
METAL FLASHING
U-BRACKET AT
HEAD AND SILLLOUVERS
METAL LAP WITH
DRIP EDGE
DENSGLASS GOLD
STONE VENEER
FRAMING PER STUCTURAL
MAIN DRAIN
AND OVERFLOW
(VERIFY MECH. EQUIP.)
0' - 6" 2' - 6"9' - 0 3/4"Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:53:35 PMA502
EXTERIOR ROOF
DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
1 1/2" = 1'-0"
12
SOUTH WEST
PLANTER DTL
1" = 1'-0"
34
DIAGONAL BRACE AT
CONDO LEVEL
SECTION
01 PERMIT 07.01.15
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"3 EAST MECHANICAL CHASE
1" = 1'-0"4 WEST MECHANICAL CHASE
1" = 1'-0"5
DETAIL @ MECH. CHIMNEY TYP. AT HEAT
PUMP
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
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 CLADDINGNOTES:
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"0' - 1 9/16"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
12/13/2018 1:53:42 PMA502a
EXTERIOR ROOF
DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
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
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
No. Description Date
01/22/19
WIRE BRUSHED
WOOD LAP SIDING
(THP M4-41 6V 6L)
STEEL BEAM; RE:
STRUCT
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK; RE: STRUCT
BACKER ROD AND
SEALANT
2X10 WEATHERED
WOOD BELLY BAND
2-1/2" METAL STUD
FRAMING AT 16" O.C.
WOOD T&G AT SOFFITMETAL FLASHING
SEALANT
R-30 MIN.METAL
FLASHING
HUBER ZIP WALL (2") R
SHEATHING R 9.5 w/
NAILABLE SURFACE
BEN OBDYKE CEDAR
BREATHER
BEN OBDYKE CEDAR
BREATHER
R-9.5 R-13 MIN.
1" FINISH
F4
TYVEK
TYVEK
2X10 BELLY BAND
J-MOLD
BACKER ROD AND
SEALANT
BACKER ROD AND
SEALANT
STEEL BEAM; RE:
STRUCT
STUCCO WALL
ASSEMBLY; RE:A501
F6
SLICKER MAX 10 MIL
R-9.5 METAL FLASHING R-13
PLYWD SHEATHING
5/8" DENSGLASS
SHEATHING
METAL FLASHING
STUCCO WALL
ASSEMBLY; RE: A501
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.
METAL LATH
MORTAR SETTING BED
STONE VENEER
SLICKER MAX 10 MIL
TYVEK
5/8" DENSGLASS
SHEATHING R-13R-9.5
R-30 MIN BATT
INSULATION
1/4" AIR GAP AT T.O.
WALL
WOOD T&G AT SOFFIT
BEN OBDYKE CEDAR
BREATHER
CCW MIRADRAIN
9000
3.5" CONCRETE
TOPPING SLAB PER
STRUCTURAL
AMER. HYDROTECH 6125 FR;
HOT FLUID APPLIED WPM
CONC. TOPPING
W/SNOWMELT 0' - 3"LAP WPM ABOVE
SLAB 3"
1/2" CLOSED
CELL EXP.
JOINT
FILLER4 1/2"1' - 1"
5/8" DENSGLASS SHEATHING
ALIGN STUD
WITH
CONCRETE
OPEN TOTAL0' - 4"HUBER ZIP WALL (2") R
SHEATHING R 9.5 w/
NAILABLE SURFACE
TYVEK @ EXT. SIDE OF
ZIP WALL
10 MIL SLICKER
CLASSIC RAIN SCREEN
FLASHING w/ CAULK
6 1/2" STONE VENEER
W/ MORTAR
1/4" LATH
ACOUSTICAL
SEALANT AT
CONC. TO
STEEL SILL
F3
4-1/2" CONCRETE SLAB
ON 2" METAL DECK; RE:
STRUCT
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.
METAL LATH
SCRATCH COAT
MORTAR SETTING BED
STONE VENEER
SLICKER MAX 10 MIL
TYVEK
5/8" DENSGLASS
SHEATHING
R-13
R-30 MIN.
1/4" AIR GAP AT T.O. WALL
R-9.5
HUBER ZIP WALL (2") R
SHEATHING R 9.5 w/
NAILABLE SURFACE
WOOD T&G AT SOFFIT
METAL LATH
SCRATCH COAT
MORTAR
SETTING BED
STONE VENEER
SLICKER MAX 10
MIL
TYVEK
1/4" AIR GAP AT
T.O. WALL
R-13R-9.5
R-30 MIN.
LINE OF B.O.BEAM
METAL LATH
MORTAR
SETTING BED
STONE VENEER
SLICKER MAX 10
MIL
TYVEK
HUBER ZIP
WALL (2") R
SHEATHING R
9.5 w/ NAILABLE
SURFACE
WOOD T&G AT SOFFIT
BEN OBDYKE CEDAR
BREATHER
5/8" DENSGLASS
SHEATHING
5/8" DENSGLASS
SHEATHING
VFY BOX OUT OF
BEAM OR SPRAY
FIREPROOFING
SCRATCH COAT
F4
TYVEK
METAL FLASHING
2X WOOD BACKING
2X10 WEATHERED
WOOD BELLY BAND
PRECAST.
CONCRETE
FOUNDATION WALL;
RE: STRUCT
ANCHORED STONE
VENEER ON 1"
MORTAR
2.5" WOOD FURRING
STRIPS
WIRE BRUSHED
WOOD LAP SIDING
(THP M4-41 6V 6L)
STAIR
TOWER
VFY INTERIOR OF
STAIR FINISH
METAL FLASHING
R-13R-9.5
2X10 WEATHERED
WOOD BELLY BAND
2X WOOD BLOCKING
METAL FLASHING
METAL FLASHING
WIRE BRUSHED
WOOD LAP SIDING
(THP M4-41 6V 6L)
2.5" WOOD FURRING
STRIPS
TYVEK
PLYWD PER
STRUCTURAL
STONE VENEER
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 WP- VERTICAL UP WALL3' - 6"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.R-13R-9.5
R-30
AMER. HYDROTECH
6125FR WPM, LAP BEHIND
CLADDING MIN. 42"
XPS INSULATION
DRAIN AND DRY BOARD
STEEL ANGLE PER
STRUCTURAL
VFY LIGHTWEIGHT SOIL
MIX DEPTH
2X10 BELLY BAND
SEALANT
SEALANT
STEEL BEAM; RE:
STRUCT
WOOD SIDING WALL
ASSEMBLY; RE: A501
F6
BEN OBDYKE CEDAR
BREATHER
R-9.5 METAL FLASHING R-13
PLYWD SHEATHING
5/8" DENSGLASS
SHEATHING
METAL FLASHING
WOOD SIDING WALL
ASSEMBLY; RE: A501
TYVEK
SCHEDULED BASE
& FLOORING
STUCCO WEEP
SCREED WITH
DRIP EDGE
WOOD T&G AT SOFFIT
BEN OBDYKE CEDAR
BREATHER
STUCCO WALL
ASSEMBLY;
RE:A501
R-30 MIN.
SEALANT
STEEL BEAM; RE:
STRUCT
2-1/2" METAL STUD FRAMING
AT 16" O.C./ VFY FRAMING
W/ DEEPEST BEAM AT
SOFFIT
5/8" DENSGLASS
SHEATHING
F4
TYPICAL 3 COAT STUCCO
ASSEMLBY
STUCCO CONTROL
JOINT/ FRY REGLET
CHANNEL SCREED
#DCS-625-75
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
WOOD STUD FRAMING
LAP (2) LAYERS GRACE
ULTRA OVER PARAPET
METAL LATH
SCRATCH COAT
TYVEK
PLYWD
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
FLASHING
2.5" WOOD
FURRING STRIPS
TYVEK
SEALANT
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
SPLICE TO FIT IN
PARAPET HEM,
TYP
Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:53:53 PMA503
EXTERIOR WALL
TRANSITION
DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
1 1/2" = 1'-0"6 CANTILEVERED SOFFIT
1 1/2" = 1'-0"2
BELLY BAND DETAIL- STUCCO TO
STUCCO
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- WOOD SIDING TO
WOOD SIDING
01 PERMIT 07.01.15
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'-0"16 TYPICAL PARAPET CAP JOINT
No. Description Date
4 AMEND. BLDG PERMIT 12.13.2018
PHASE 1
01/22/19
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"EQEQSTEEL 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
01/22/19
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.
01/22/19
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 FILLERPRECAST
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
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
3" FIN. CONCRETE
TOPPING SYSTEM
STRUCTURAL SLAB-
VFY
STEEL ANGLE; RE:
STRUCT
STONE VENEER
CONC. WALL; RE:
STRUCT
MARFLEX "FUSION"
WPM @ VERT.
FOUNDATION WALLS
METAL STUD FRAMING
5/8" GLASS-MAT
GYPSUM, WATER-
RESISTANT WALL
SHEATHING
2" STONE WALL CAP,
SLOPED
F2
METAL LATH
SCRATCH COAT
MORTAR SETTING
BED
STONE VENEER
SLICKER MAX 10 MIL
TYVEK
STEEL COLUMNR-30HEIGHT OF STONE PIER3' - 6"GRIDLINEMETAL FLASHING W/
CAULK AT BASE
ANGLE IRON AT BASE
PER STRUCTURAL
SHEET METAL CLAD
COLUMN ABV.
10" HOLLOW CORE PLANK
W/ 2" CONC. TOPPONG; RE:
STRUCT
AMER. HYDROTECH
6125FR WPM
CCW MIRADRAIN
9000 DRAIN BOARD
XPS INSULATION
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
R-30
WEEPS
LEDGER ANGLE
METAL LATH
SCRATCH COAT
MORTAR SETTING BED
STONE VENEER
SLICKER MAX 10 MIL
TYVEK
STRUCTURAL SLAB-
VFY
SUBBASE; RE: SOILS
REPORT
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' - 3 3/16"HUBER ZIP WALL (2") R
SHEATHING R 9.5 w/
NAILABLE SURFACE
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
W/ SNOWMELT
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
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"
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
PAVERS SANDSET W/
SNOWMELT/ VFY PAVER
THICKNESS
EXPANSION JOINT
BOULDER- SEE
CIVIL DWGS
METAL EDGE COPING
4" STEEL ANGLE AT
OUTSIDE EDGE OF SLAB
1.75" XPS
INSULATION0' - 6 1/4"R-8.75
R-11.25
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
FRAMED FLOOR;
RE: STRUCT
SLAB FLOOR;
RE: STRUCT
R-30
VFY INT. FINISH
5/8" GWB
BATT INSUL.
PLYWD PER
STRUCT.
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
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
PRE-FINISHED
METAL COPING
COVER
BLOCKING
METAL LATH
SCRATCH COAT
PRECAST. CONCRETE
FOUNDATION WALL;
RE: STRUCT
2.5" WOOD FURRING
STRIPS
WIRE BRUSHED
WOOD LAP SIDING
(THP M4-41 6V 6L)
STUCCO/
3 COAT
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
SHEET METAL WRAP
AT COLUMN
MATCH WIDTH OF
PORTICO COLUMNS IN
EAST WEST
DIRECTION
COLUMN WIDTH- EAST WEST
CLUB 1 PORTICO
MATCH
FLASHING & CAULK AT
BASE
F2
SHHET METAL CLAD
COLUMNS W/ STEEL
FLASH AT BASE OF
COLUMN
R-30
GUARDRAIL AT 42"
CONCRETE COPING AT
EDGE W/ EXPANSION
JOINT AT PRECAST
WALL/ HEATED SLAB
STONE VENEER AT
WALL ADJACENT TO
DRIVEWAY GRID LINETYP. GUARDRAIL HT.3' - 6"F2
SHEET METAL
CLADDING-BLACK
R-30
STONE VENEER AT
WALL ADJACENT TO
DRIVEWAY STEEL COLUMN4" DOWNSPOUT DRAINTYVEK
5/8" DENSGLASS GOLD
SHEATHING
METAL STUD FRAMING
FLASHING & CAULK
ABOVE STEEL BOOT
PROVIDE BLOCKING
AT BASE
Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:54:05 PMA506
FOUNDATION
DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
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
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
CLUB 1 DRIVE UP COLUMN @ PORTE
COCHERE -STEEL CLAD
3/4" = 1'-0"20 CLUB LEVEL 1-GUARD RAIL AT PORTICO 3/4" = 1'-0" 19 CLUB LEVEL 1-WOOD WRAPPED COL'S
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
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
01/22/19
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
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
FOIL FACED RADIANT BARRIER
2-1/2" METAL
STUD
FRAMING
5/8" DENSGLAS
SHEATHING
SHEET
METAL
CLADDING
1' - 6 3/4"
A570
13
A570
13
STONE CAP
STONE WALL BELOW
TYVEK0' - 7 1/8"1' - 2 5/8"0' - 3 1/4"GRID LINE0' - 1"0' - 3 1/4"3-5/8" METAL STUD
FRAMING
A570
13
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
TYVEK
5/8" DENSGLASS
SHEATHING
MAX OPENING
0' - 3 1/2"
EDGE OF CONCRETE CAP
EDGE OF STONE VENEER
DRIVEWAY BELOW
GUARDRAIL @ 42" AFF
GRIDLINE
BENCH BY OTHERS
TO EDGE OF STONE CAP44" MIN. CLEARANCE TO STONE VENEER"44R-303' - 6"0' - 6 13/16"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"
1-1/2" X 3" GUARDRAIL CAP
3" X 3" HSS POST
VFY LOCATION OF
VERTICAL DIVIDE AT
MIDSPAN
EXTERIOR
PATIO
HEATED
SPACE
2X10 WOOD BELLY BAND
HOR. WOOD SIDING
HOR. WOOD SIDING
PARAPET TOP
CAP FLASHING
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, VFY HEIGHT WITH CFM
EXHAUST
5/8" GLASS-MAT GYPSUM,
WATER-RESISTANT WALL
SHEATHING
STONE MASONRY VENEER
1" MORTAR
30 LB FELT
LANDSCAPE
1' - 6" RE:
METAL STUD FRAMING
5/8" GLASS-MAT GYPSUM, WATER-
RESISTANT WALL SHEATHING
ANCHORED STONE MASONRY
VENEER, 6-1/2" MAX.
1" MORTAR
30 LB FELT
CONC. BAND WITH
SNOWMELT AND
REBAR; RE: LANDSCAPE
0' - 11"VARIESPRECAST CONCRETE
STAIR WITH SNOWMELT
OPEN CEILING
PREFINISHED METAL
PARAPET CAP
2X10 WOOD BELLY
BAND
HOR. WOOD SIDING
HOR. WOOD SIDING 3' - 6"Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:54:14 PMA508
MISC. EXTERIOR
DETAILS
SKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
1" = 1'-0"1 GUARDRAIL AT HOLLOW PLANK SLAB
3/4" = 1'-0"2
CLUB 1 LOW STONE COLUMN @ PORTE
COCHERE
3/4" = 1'-0"3 STONE VENEER FALSE WALL PLAN
3/4" = 1'-0"4
CLUB 1 PORT COCHERE-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
1 1/2" = 1'-0"5
CONDO LEVEL 3- PARAPET AND
GUARDRAIL DETAIL Copy 1
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
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"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
WR MEADOWS PC-2 PROTECTION BOARD
CCW MIRADRAIN
9000 DRAIN
BOARD
AMER.
HYDROTECH
6125FR WPM
EXPANSION JOINT
SPRAY FOAM
INSUL. MIN.
4.5"
SLOPE .4" MIN.FIN. CONCRETE TOPPING W/
HYDRONIC SNOWMELT SYSTEM
3/4"
DEPRESSION
AT TOPPING
SLAB FOR
SLOPE
1/2" CLOSED-CELL
EXPANSION JOINT
JAY R SMITH 9679
THRESHOLD DRAIN
BAR GRATE
TOPPING SLAB 0' - 3 1/2"R-30
2 HR ASSEMBLY UL C-AJ-5210 AT
PIPE PENETRATION
INTERIOR EXTERIOR
F2
DOOR THRESHOLD
CONCRETE
TOPPING
SCHLUTER
TRANSITION STRIP
BUILD UP AT
RUBBERIZED
FLOOR AND CP
TILES
DRAINAGE MAT4"3 1/2" R-30
SCHLUTER TRANSITION
STRIP
RUBBERIZED FLOORING
F4
1" CARPET/ TILES &
ROLLED CP
4 1/2" 1"F4
3/8" CAULK JOINT
1" CARPET TILES &
ROLLED CP
CONCRETE TOPPING
DOOR THRESHOLD
0' - 1"0' - 4 1/2"GARAGE
LEVEL
3.5" MIN. CON.
TOPPING PER
STRUCTURAL
PRECAST NOTES
PRECAST TEES PER
STRUCTURAL
T.O.FINISH
T.O.
STRUCT. SLAB0' - 4"SAWCUT CONCRETE,
4" THICKNESS
T.O.
FINISH
2" XPS INSULATION
AMERICAN
HYDROTECH 30
6125FR
WATERPROOFING
MEMBRANE
DRAINAGE MAT
FILTER FABRIC
2" SAND W/
HYDRONIC
SNOWMELT/ WWM
2" PAVERS
4.5" CONCRETE W/
2" STEEL PAN
DECK PER
STRUCTURAL
FLASHING & SEALANT @
BASE OF WALL
1" ELEVATION CHANGE
FROM INTERIOR TO EXT.
PATIO
R-10
R-20(MIN.)BATT
INSULATION
AT
UNDERSIDE
OF TEE
(R-20)/ XPS
INSULATION(
R-10) CONT.
AT
EXTERIORCLEAR0' - 3"GRANULATED FIRE
RATED SHEET 90 LB
NON-IC CAN
PLYWD PER
STRUCTURAL
HYDROSEAL
COUNTER FLASHSAND W/
HYDRONIC
SNOWMELT
2" PAVERS
AMER.
HYDROTECH
6125-FR
R-30
R-30
LINE OF INTERIOR FIN. FLOOR
DRAINAGE
MAT/
PROTECTION
BOARD
PERF. PROTECTION
SHROUD
REMOVEABLE PAVER,
NOTCHED FOR DRAIN
OPEN CEILINGGWB LID
R-10 BLACK FACED BATT
INSULATION/ R-206 1/8"PLYWD SHEATHING
PER STRUCTURAL
STEEL ANGLE/
METAL FLASHING
AND SEALANT
STEEL DECKING
PER STRUCTURAL
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
CONCRETE
TOPPING PER
STRUCTURAL
AMER. HYDROTECH
6125FR
WATERPROOF
MEMBRANE, LAP UP
WALL 24" ABOVE
PLYWD
BLACK FACED BATT INSULATION
HOLD SIDING UP
FLUSH W/ FIN.
FLOOR FOR FUTURE
DECK BUILD OUT
R-10
0' - 2"0' - 0 1/2" 0' - 2"R-20
GRID 0' - 2 3/16" MAXF5WOOD T & G SOFFIT
RIM JOISTS; RE:
STRUCT
STAINLESS STEEL
PAN FLASHING
WITH END DAMS
FULLY SOLDERED
TIGHT
STONE TILE
AMERICAN
HYDROTECH
6125FR
WATERPROOFIN
G MEMBRANE
LAP UP SILL FOR
BACK DAM
DRAINAGE MAT
FILTER FABRIC
2" SAND W/
HYDRONIC
SNOWMELT/
WWM
GRID 0' - 2 3/16" MAXF5
RIM JOISTS; RE:
STRUCT
STAINLESS STEEL
PAN FLASHING
WITH END DAMS
FULLY SOLDERED
TIGHT
STONE TILE
AMERICAN
HYDROTECH
6125FR
WATERPROOFIN
G MEMBRANE
LAP UP SILL
FOR BACK DAM
DRAINAGE MAT
FILTER FABRIC
2" SAND W/
HYDRONIC
SNOWMELT/
WWM
R-30
WOOD T & G SOFFIT
STONE TILE / PAVERS
VFY
AMERICAN HYDROTECH
6125FR
WATERPROOFING
MEMBRANE
DRAINAGE MAT
FILTER FABRIC
2" SAND W/ HYDRONIC
SNOWMELT/ WWM
METAL FLASHING
WOOD BLOCKING
WRAPPED IN SHEET
METAL
METAL FLASHING
CEDAR BREATHER
CEDAR BREATHER
METAL FLASHING
TO COVER GROUT
STEEL PLATE AT
PLYWD DECKING
FOR RAILING TIE-IN
TYVEK
TYVEK
CLUB
LEVEL 1
CARPET TILE
CONCRETE
TOPPING OVER
2" METAL DECK
STEEL BEAMS
PER
STRUCTURAL
TOP OF FINISH
TOP OF
STRUCT. SLAB4 1/2"5 1/2" T.O.
STRUCT. SLAB
MASONRY PAVERS
W/ HYDRONIC
SNOWMELT SYSTEM/
MIN. 3.5" THICKNESS
DRAINAGE MAT
STEEL ANGLE/ METAL
FLASHING AND
SEALANT
STEEL BEAM PER
STRUCTURAL
AMER. HYDROTECH
6125FR WATERPROOF
MEMBRANE
BLACK FACED BATT INSULATION
R-30
1" FLOOR
FINISH/ CP
T.O.
STRUCT. SLAB 0' - 4"ACOUSTICAL
SEALANT AT
CONC. TO
STEEL SILL
SLOPE
CCW MIRADRAIN 6200
DRAINAGE MAT
3.5" MIN. SLAB
THICKNESS W/
HYDRONIC SNOWMELT
VFY TRENCH DRAIN OR
AREA DRAIN
PRECAST WALL
3.5" CONC. TOPPING
SLAB
3.5" MIN.
THICKNESS AT
DRIVEWAY EDGE
SLOPE
BATT
INSULATION
AT
UNDERSIDE
OF TEE/ R 30
CONT. AT
EXTERIOR /
W/
PROTECTIVE
FIRE CODE
PAINT4 1/2" 1' - 1"
0' - 6"
SLOPE .0' - 4" 5/8" DENSGLASS
SHEATHING
ALIGN STUD
WITH
CONCRETE
OPEN
0' - 3 1/2" STRUCTURAL
TOPPING
TOTAL0' - 4"HUBER ZIP WALL (2") R
SHEATHING R 9.5 w/
NAILABLE SURFACE
30 LB FELT @ EXT.
SIDE OF ZIP WALL
10 MIL SLICKER
CLASSIC RAIN
SCREEN
FLASHING w/ CAULK
SLOPING TOPPING
SLAB
6 1/2" STONE VENEER
W/ MORTAR
1/4" LATH
ACOUSTICAL
SEALANT AT
CONC. TO
STEEL SILL
DRAINAGE MAT
SPRAY APPLIED
HYDROTECH 6125
GARAGE LEVEL
3.5" MIN. CON.
TOPPING PER
STRUCTURAL
PRECAST NOTES
PRECAST TEES PER
STRUCTURAL
T.O.FINISH
T.O.
STRUCT. SLAB
DRAINAGE MAT
HYDRONIC
SNOW MELT
SYSTEM
AMERICAN
HYDROTECH 6125FR
WATERPROOFING
MEMBRANE 0' - 4"HAND SCORED
CONCRETE 4"
THICKNESS W/
HYDRONIC SNOWMELT
SYSTEM
BATT
INSULATION
AT
UNDERSIDE
OF TEE
R-30
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
T.O.FINISH
T.O. STRUCT. SLAB
3.5" MIN.TOPPING SLAB
PER STRUCTURAL 4"3 1/2" CLUB LEVEL 1
T.O.FINISH
T.O.
STRUCT. SLAB6 1/4"BRICK PAVERS W/
SANDSETHYDRONIC
SNOWMELT SYSTEM
DRAINAGE MAT
1.75"RIGID XPS
INSULATION
SLOPED
CONCRETE SLAB PER
STRUCTURAL W/ 2"
METAL DECK
STEEL BEAM PER
STRUCTURAL
AMER. HYDROTECH
6125FR WATERPROOF
MEMBRANE0' - 2 1/4" 0' - 4"R-8.5
BLACK FACED BATT.
(R-11.5) INSULATION
AT EXPOSED
CEILINGS/ BATT
(R-11.5)INSULATION
W/ STEEL FRAMING
AND 5/8" GWB AT
FINISHED CEILINGS 0' - 0 3/4"R-11.5
GWB FIN.
CEILING
EXPOSED
CEILING
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"LINE OF INTERIOR FIN. FLOOR
GWB LID/ OPEN CLG
R-10
0' - 2" 0' - 0 1/2" 0' - 2"0' - 2 1/2"R-20
R-10 BLACK FACED BATT
INSULATION/ R-20
R-300' - 1"LEVEL 3
CONDO
CLUB LEVEL 2
FINISH FLOORING-VFY
CONCRETE TOPPING
MORTAR SET AND
HEAT
(2) LAYERS 6 MIL
POLYFILM
T.O.
FINISH
T.O.
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"4 1/2"1' - 1"
0' - 6"0' - 4"5/8" DENSGLASS
SHEATHING
ALIGN STUD
WITH
CONCRETE
OPEN
0' - 3 1/2"STRUCTURAL
TOPPING
TOTAL0' - 4"HUBER ZIP WALL (2") R
SHEATHING R 9.5 w/
NAILABLE SURFACE
30 LB FELT @ EXT.
SIDE OF ZIP WALL
10 MIL SLICKER
CLASSIC RAIN
SCREEN
FLASHING w/ CAULK
6 1/2" STONE VENEER
W/ MORTAR
1/4" LATH
ACOUSTICAL
SEALANT AT
CONC. TO
STEEL SILL
DRAINAGE MAT
SPRAY APPLIED
HYDROTECH 6125 4 3/8"0' - 10"
0' - 6"
5/8" DENSGLASS
SHEATHING
ALIGN STUD
WITH
CONCRETE
OPEN
0' - 3 5/8"STRUCTURAL
TOPPING
TOTAL0' - 3 7/8"HUBER ZIP WALL (2") R
SHEATHING R 9.5 w/
NAILABLE SURFACE
10 MIL SLICKER
CLASSIC RAIN
SCREEN
FLASHING w/ CAULK
1/4" LATH
ACOUSTICAL
SEALANT AT
CONC. TO
STEEL SILL
DRAINAGE MAT
SPRAY
APPLIED
HYDROTECH
6125
3-COAT STUCCO
SYSTEM/ 1/2" MAX
SCRATCH COAT, 1/4"
MAX. BROWN COAT,
1/16" MAX STUCCO
Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:54:28 PMA509
FLOOR
TRANSITION
DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
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 CONCRETE FLOOR AT HEATED AREA
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 WALL TO BALLAST ROOF
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"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"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 S. PATIO
1 1/2" = 1'-0"12
CLUB LEVEL 1 TO CLUB LEVEL 2 DETAIL
AT CONCRETE FLOOR
1 1/2" = 1'-0"19
CONDO LEVEL 3 DECK TO ROOF
TRANSITION
1 1/2" = 1'-0"20
CLUB LEVEL 2 TO CONDO LEVEL 3
FLOOR DETAIL
1 1/2" = 1'-0"15
TRANSITION AT INT. WALL -NO FLOOR
SLOPE
1 1/2" = 1'-0"25 STUCCO WALL -NO FLOOR SLOPE
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
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 TOP2' - 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 SLOT 4' - 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"12/13/2018 1:54:33 PMA510
STANDARD
MOUNTING
HEIGHTSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR
10/29/2018
000000
06 9-15-17BLDG.PERMIT CORR.
07 BLDG. PERMIT CORR. 11-16-17
No.Description Date
4 AMEND. BLDG PERMIT 12.13.2018
PHASE 1
01/22/19
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
#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
VFY PAINT FINISH/ TYPE
#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
VFY EXTENT OF
STUCCO FINISH
@ INTERIOR
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
NA0' - 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"PRECAST TEES PER
STRUCTURAL
T.O.FINISH
T.O.
STRUCT. SLAB0' - 4"BATT INSULATION
AT UNDERSIDE OF
TEE/ R 30 W/
FRAMING AND
GWB
R-30
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
VAPOR BARRIER
GRID
R-13 BATT
INSULATION
HUBER ZIP WALL R
SHEATHING/ R 9.5(2")
CONT. RIGID INSULATION
5/8"DENSGLASS
SHEATHING AT CLUB
LEVELS/ PLYWD
SHEATHING AT
CONDO LEVELS
5/8" INTERIOR
GYPSUM BOARD,
TYPE X
WOOD OR METAL
FRAMING
3-COAT STUCCO
SYSTEM/ 1/2" MAX
SCRATCH COAT, 1/4"
MAX. BROWN COAT,
1/16" MAX STUCCO
1/4" LATH
R-13R-9.6
TYVEK
VAPOR BARRIER
GRID
R-13 BATT INSULATION
SLICKER CLASSIC
RAINSCREEN 10 MIL
TYVEK
5/8" INTERIOR GYPSUM
BOARD, TYPE X
WOOD OR METAL FRAMING
HUBER ZIP WALL R
SHEATHING/ R 9.5(2") CONT.
RIGID INSULATION
6 1/2" STONE VENEER W/
MORTAR
1/4" LATH
R-13R-9.6
5/8"DENSGLASS
SHEATHING AT CLUB
LEVELS/ PLYWD
SHEATHING AT CONDO
LEVELS
VAPOR BARRIER
GRID
R-13 BATT
INSULATION
5/8" INTERIOR
GYPSUM BOARD,
TYPE X
WOOD OR METAL
FRAMING
R-13 R-9.6
WIRE BRUSHED WOOD LAP
SIDING 1 X 5
(THP M4-41 6V 6L)
CEDAR BREATHER 10 MIL
RAINSCREEN
HUBER ZIP WALL R
SHEATHING/ R 9.5(2") CONT.
RIGID INSULATION
5/8"DENSGLASS
SHEATHING AT CLUB
LEVELS/ PLYWD
SHEATHING AT CONDO
LEVELS
TYVEK
STONE MASONRY VENEER/
6.5" MAX.
1" MORTAR
CONCRETE WALL
STONE MASONRY VENEER &
MORTAR ON OPPOSITE SIDE
WHERE INDICATED.
WALL TIE
1" MORTAR
FLUID-APPLIED AIR/WATER
BARRIER
REINF. CONCRETE FOUNDATION
WALL; RE: STRUCT
VARIES; RE: STRUCT
SLICKER CLASSIC
RAINSCREEN 10 MIL
HUBER ZIP WALL R
SHEATHING/ R 9.5(2") CONT.
RIGID INSULATION
6 1/2" STONE VENEER W/
MORTAR
1/4" LATH
SEALANT
SCHEDULED BASE (2) 5/8" GYPSUM AT
INTERIOR/
MINERAL WOOL OR SPRAYED
CELLULOSE INSULATION
DYNIL SOUND BARRIER
0' - 4"
0' - 0 5/8"
0' - 0 5/8" 0' - 0 5/8"
0' - 0 5/8"0' - 8" 0' - 8" 0' - 8"0' - 4"
2X SILL PLATE
(2) 5/8" GYPSUM AT
INTERIOR/
MINERAL WOOL OR SPRAYED
CELLULOSE INSULATION
DYNIL SOUND BARRIER ROLL
2 X 6 WALL FRAMING/
STAGGERED 16" OC/
PLAN VIEW
SECTION CUT
UL U340 / I HOUR 0' - 0 5/8"2 X 4 WOOD STUDS SPACED
MAX 16" OC
5/8" GYP WALL BOARD
1' - 4" 1' - 4"0' - 3 1/2"0' - 0 5/8"UL U305 / I HOUR/ STC 33
PLAN VIEW
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
12/13/2018 1:54:46 PMA570
PARTITION
TYPES & FLOOR
ASSEMBLIESSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR
10/29/2018
000000
3" = 1'-0"
NON-COMB. PARTITION/HEAD7----
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--
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
01
X60 - 10" CONC. WALL
X62 - 12" CONC. WALL
X66 - 6" CONC. WALL
X68 - 8" CONC. WALL
06
07
3" = 1'-0"7
STUCCO WALL ASSEMBLY -FRAMED
WALL
3" = 1'-0"12
STONE MASONRY VENEER WALL
ASSEMBLY- FRAMED WALL
3" = 1'-0"18
LAP SIDING WALL ASSEMBLY-FRAMED
WALL
3" = 1'-0"24
STONE MASONRY VENEER (2 SIDED)-
CONCRETE WALL
3" = 1'-0"25
STONE MASONRY VENEER WALL
ASSEMBLY-CONCRETE WALL
1" = 1'-0"
26
CONDO PARTY WALL ACOUSTIC
DETAIL/ 1+ HOUR/UL340
1 1/2" = 1'-0"
27
CONDO 1 HOUR MECH ROOM
WALL DTL/UL305
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
VAPOR BARRIER
GRID
R-13 BATT
INSULATION
HUBER ZIP WALL R
SHEATHING/ R 9.5(2") CONT.
RIGID INSULATION
5/8" INTERIOR
GYPSUM BOARD,
TYPE X
WOOD OR METAL
FRAMING
3-COAT STUCCO SYSTEM/
1/2" MAX SCRATCH COAT,
1/4" MAX. BROWN COAT,
1/16" MAX STUCCO
1/4" LATH
R-13R-9.6
5/8"DENSGLASS SHEATHING
AT CLUB LEVELS/ PLYWD
SHEATHING AT CONDO
LEVELS
VAPOR BARRIER
GRID
R-13 BATT INSULATION
SLICKER CLASSIC
RAINSCREEN 10 MIL
30 LB FELT
5/8" INTERIOR GYPSUM
BOARD, TYPE X
WOOD OR METAL FRAMING
HUBER ZIP WALL R
SHEATHING/ R 9.5(2") CONT.
RIGID INSULATION
6 1/2" STONE VENEER W/
MORTAR
1/4" LATH
R-13R-9.6
5/8"DENSGLASS SHEATHING
AT CLUB LEVELS/ PLYWD
SHEATHING AT CONDO
LEVELS
VAPOR BARRIER
GRID
R-13 BATT
INSULATION
5/8" INTERIOR
GYPSUM BOARD,
TYPE X
WOOD OR METAL
FRAMING
R-13R-9.6
WIRE BRUSHED WOOD LAP
SIDING 1 X 5
(THP M4-41 6V 6L)
CEDAR BREATHER 10 MIL
RAINSCREEN
HUBER ZIP WALL R
SHEATHING/ R 9.5(2") CONT.
RIGID INSULATION
5/8"DENSGLASS SHEATHING AT
CLUB LEVELS/ PLYWD SHEATHING
AT CONDO LEVELS
5/8" DENSGLASS
SHEATHING
NON-COMBUSTABLE
FRAMING
TYVEK
WOOD T&G AT SOFFIT
CEDAR BREATHER
STONE MASONRY VENEER/
6.5" MAX.
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
0' - 4"0' - 3 1/2" 1" MORTAR
FLUID-APPLIED AIR/WATER
BARRIER
REINF. CONCRETE FOUNDATION
WALL; RE: STRUCT
VARIES; RE: STRUCT
SLICKER CLASSIC
RAINSCREEN 10 MIL
HUBER ZIP WALL R
SHEATHING/ R 9.5(2") CONT.
RIGID INSULATION
6 1/2" STONE VENEER W/
MORTAR
1/4" LATH
PRECAST DOUBLE-T;
RE: STRUCT
4" CONCRETE TOPPING
SLAB, SLOPE TO DRAIN. 3.5"
MIN.
DRAINAGE MAT
3.5" STRUCTURAL
CONCRETE TOPPING SLAB,
SLOPE TO DRAIN. 3" MIN.
AMERICAN HYDROTECH
6125FR WATERPROOFING
MEMBRANE
Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:54:54 PMA571
WALL TYPES AND
FLOOR
ASSEMBLIESSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
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"
WOOD T & G 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--
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
1 1/2" = 1'-0"
CONC SLAB ON DOUBLE TEEF2--
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
4 AMEND. BLDG PERMIT 12.13.2018
PHASE 1
01/22/19
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 ANDSNOWBOARD
CLUB 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)
01/22/19
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
01/22/19
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
01/22/19
GARAGE
88' - 0"1' - 2 11/16" 5' - 11 1/2"W029
2' - 11 3/4"2' - 11 3/4"
5' - 11 1/2"7' - 2 3/16"W030
7' - 2 1/4"2' - 11 1/2"5' - 11 1/2"1' - 2 3/4" W025
5' - 11 1/2"4' - 11 1/2"CLUB LEVEL 1 FIN.
FLOOR
99' - 11"2' - 6 1/2" 2' - 11 3/4" 2' - 11 3/4"7' - 6"3
W026
5' - 9 1/2"7' - 6" CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
FIXED
FIXED
FIXED
0' - 9 11/16"0' - 8" EQ.EQ. EQ. W027
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
E
7' - 5 15/16"EQ.EQ. EQ. 4' - 2" 0' - 11 13/16" 5' - 3"
10' - 4 13/16"
FIXED
FIXED
FIXED
FIXED
FIXED
FIXED 0' - 8 1/16" 8' - 2"W028
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
E
6' - 6" 0' - 3 3/4"
4' - 11 1/2" 4' - 11 1/2"2' - 8 7/16"4' - 5 3/4"7' - 2 3/16"LEVEL 2-FIN
111' - 1"
W001 W001 W001 W001
W002 W002 W002 W002 7' - 5"2' - 10 1/2" 2' - 10 1/2" 2' - 10 1/2" 2' - 10 1/2" 1' - 11 1/2"5' - 5 1/2"FIXED FIXED FIXED FIXED 1' - 5 1/2"ALIGNALIGNALIGNALIGNALIGNLEVEL 2-FIN
111' - 1"
W003W003 4' - 6" 1' - 6"6' - 0"1' - 5" 3' - 0" 3' - 0"
6' - 0"
3 2
LEVEL 2-FIN
111' - 1"
LEVEL 3 FIN
121' - 3 1/4"ALIGNALIGNALIGNALIGNALIGNALIGNALIGNALIGNFIXED FIXED FIXED FIXED
2' - 9" 2' - 9" 2' - 9"
0' - 5 7/16" 0' - 5 7/16"
2' - 8 15/16"2' - 8 15/16" 2' - 9"
FIXED FIXED
3' - 8 7/16" 3' - 9 1/4" 18.43°3' - 7 5/16"2' - 9"2' - 9"
11' - 0" 11' - 0"
13' - 2 3/4"
W005 W006 W007 W008 W009 W010 W011 W012
W013
3' - 5 1/2"LEVEL 2-FIN
111' - 1"
6' - 11" 1' - 0 1/2"W0137' - 6"6' - 5 1/2"LEVEL 2-FIN
111' - 1"
W013 W013
6' - 5 1/2"6' - 11"
3' - 5 1/2" 3' - 5 1/2" 1' - 4 3/4" LEVEL 2-FIN
111' - 1"
W015
5' - 2 3/8"6' - 5"1' - 1" EQ.EQ. EQ. FIXED
FIXED
FIXED
LEVEL 2
111' - 0"
LEVEL 3
120' - 10 1/2"
W016
EQ. EQ. 19' - 9 7/8"
EQ.1' - 1"FIXED
FIXED
FIXEDEQ.1 1.1
2
LEVEL 2-FIN
111' - 1"
W017 W017W017 205 W017 206
6' - 4 7/16"3' - 9" 3' - 10" 3' - 10" 4' - 6 5/16" 4' - 11"7' - 6"0' - 2"
3' - 8"
0' - 2"
3' - 8" 3' - 10" 3' - 10"
0' - 8 5/16"
3' - 10" 1' - 0"
0' - 2"
3' - 8" 0' - 2"
FIXED FIXED FIXED FIXEDEGRESS EGRESS
0' - 3 15/16" 4' - 11" 4' - 4 5/16" 4' - 0" 3' - 10" 3' - 9" 2' - 5" 2' - 5"
EGRESS EGRESS FIXED FIXED FIXED FIXED
W017 W017 W017 W017 203 204
0' - 2"
3' - 8"
0' - 2"
3' - 8" 4' - 0" 3' - 10"
0' - 6 5/16"
3' - 10" 1' - 2" 3' - 8"
6' - 8 3/8"
W018
7' - 5 1/2"3' - 11 1/2"LEVEL 2-FIN
111' - 1"
FIXED
3' - 6 1/2" 7' - 6"EQ. EQ. EQ.1' - 5 1/2"PLANTER
BELOW
C C .1
LEVEL 2-FIN
111' - 1"
W019
W020
1' - 9 13/16"
2' - 4 1/2"1' - 11 1/2"5' - 4 1/2"7' - 4"1' - 11 1/2"4' - 0"1' - 4 1/2"FIXED
LEVEL 3
120' - 10 1/2"
W021 W021 W021 W021 W021 W021 W021 W021
5' - 4 1/2"LEVEL 2-FIN
111' - 1"1' - 11 1/2" 1' - 10 1/2"3' - 3"3' - 3" 3' - 3" 3' - 3" 3' - 3" 3' - 3" 3' - 3"
W022 W022 W022 W022 W022 W022 W022 W022
FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED7' - 4"ALUMINUM SPACER AT
WINDOW DIVIDE BY OTHERS,
MATCH WINDOW FINISH
C B
LEVEL 2-FIN
111' - 1"
2' - 10" 2' - 10" 2' - 10"
4' - 11 5/16"7' - 6"FIXED
W004 W004 W004
3' - 6" 4' - 0"8' - 6"
GARAGE
88' - 0"
W031
4' - 0" 3' - 8" 3' - 0"
FIXED
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"12/13/2018 1:55:12 PMA601
WINDOW TYPES
AND SCHEDULE-
CLUB LEVELSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
1/4" = 1'-0" 1 W029/ STONE
1/4" = 1'-0"2 W030/ STONE
1/4" = 1'-0"3 W025/STONE
1/4" = 1'-0"4 W026/ STUCCO
1/4" = 1'-0"5
W027/ STUCCO BREEZEWAY ELEVATION
LOOKING EAST 1/4" = 1'-0"6
W028/ STONE BREEZEWAY ELEVATION
LOOKING WEST
1/4" = 1'-0"7 W001 & W002 1/4" = 1'-0" 8 W003/ STUCCO
1/4" = 1'-0"10
W005, W006, W007, W008, W009, W010,
W011, W012/ WOOD SIDING
1/4" = 1'-0" 11 W013/ STUCCO
1/4" = 1'-0" 12 W013/ WOOD SIDING
1/4" = 1'-0"13 W014/ STONE
1/4" = 1'-0"14
W015/ DRYWALL (GWB) LEVEL 2 AT
SOUTH STAIR LOOKING NORTH
1/4" = 1'-0"15
W016/ DRYWALL (GWB) LEVEL 2 AT
SOUTH STAIR LOOKING WEST
1/4" = 1'-0"16 W017/ STONE
1/4" = 1'-0"17 W018/ STONE
1/4" = 1'-0"18 W019 & W020/ WOOD
1/4" = 1'-0"19 W021 & W022/ WOOD SIDING
1/4" = 1'-0"9 W004/ WOOD SIDING
1/4" = 1'-0"21
W031/ DRYWALL (GWB) OFFICE G07
WINDOW
CLUB LEVEL WINDOW SCHEDULE
TYPE COUNT Glazing Material
Rated Wall
Assembly Manufacturer
W001 4 Glass-Tempered ANDERSON 100
SERIES
W002 4 ANDERSON 100
SERIES
W003 2 Glass ANDERSON 100
SERIES
W004 6 JELD-WEN; CUSTOM
COLLECTION- SDL
BARS 1-1/8"
W005 1 JELD-WEN; CUSTOM
COLLECTION- SDL
BARS 1-1/8"
W006 1 JELD-WEN; CUSTOM
COLLECTION- SDL
BARS 1-1/8"
W007 1 JELD-WEN; CUSTOM
COLLECTION- SDL
BARS 1-1/8"
W008 1 JELD-WEN; CUSTOM
COLLECTION- SDL
BARS 1-1/8"
W009 1 JELD-WEN; CUSTOM
COLLECTION- SDL
BARS 1-1/8"
W010 1 JELD-WEN; CUSTOM
COLLECTION- SDL
BARS 1-1/8"
W011 1 JELD-WEN; CUSTOM
COLLECTION- SDL
BARS 1-1/8"
W012 1 JELD-WEN; CUSTOM
COLLECTION- SDL
BARS 1-1/8"
W013 16 ANDERSON 100
SERIES
W015 1
W016 1
W017 8 ANDERSON 100
SERIES
W018 1 Glass ANDERSON 100
SERIES
W019 1 Glass-Tempered ANDERSON 100
SERIES
W020 1
W021 8 Glass-Tempered ANDERSON 100
SERIES
W022 8 ANDERSON 100
SERIES
W025 17 ANDERSON 100
SERIES
W026 1 Glass-Firelite-Safety
Glass
1 HR WALL
W027 1 Glass-Firelite-Safety
Glass
1 HR WALL
W028 1 Glass
W029 4 ANDERSON 100
SERIES
W030 1 ANDERSON 100
SERIES
W031 1
W45 3
W49 8
W55 1
W56 5
W57 2
W58 1
W212 2
CLUB LEVEL EXTERIOR DOORS
DOOR
NUMBER WIDTH
PUSH FIRE
RATING
(MIN)
FRAME
COMMENTS
INTERIOR/
EXTERIOR
PUSH/ PULL HARDWARE
HEIGHT THICKNESS QUANTITY MATERIAL FINISH MATERIAL FINISH MANUFACTURER
PRODUCT NO./
COMMENTS
LEVEL 2-FIN
202 3' - 8" 7' - 4" 0' - 1 3/4" MTL/GLASS Glass HM TBD KEYPAD; PANIC HARDWAREEXTERIOR VD/AL 98-EO/ET-PDLN
(10300_a/WI1956-v99.04)
203 3' - 8" 7' - 4" 0' - 1 3/4" MTL/GLASS Storefront Frame HM KEYPAD; PANIC HARDWAREEXTERIOR VD/AL 98-EO/ET-PDLN
(10300_a/WI1956-v99.04)
204 3' - 8" 7' - 4" 0' - 1 3/4" MTL/GLASS Storefront Frame HM PANIC HARDWARE EXTERIOR VD/AL 98-EO/ET-PDLN
(10300_a/WI1956-v99.04)
205 3' - 8" 7' - 4" 0' - 1 3/4" MTL/GLASS Storefront Frame HM PANIC HARDWARE EXTERIOR VD/AL 98-EO/ET-PDLN
(10300_a/WI1956-v99.04)
206 3' - 8" 7' - 4" 0' - 1 3/4" MTL/GLASS Storefront Frame HM KEYPAD; PANIC HARDWAREEXTERIOR VD/AL 98-EO/ET-PDLN
(10300_a/WI1956-v99.04)
208 3' - 8" 7' - 4" 0' - 1 3/4" MTL/GLASS Storefront Frame HM TBD KEYPAD; PANIC HARDWAREEXTERIOR VD/AL 98-EO/ET-PDLN
(10300_a/WI1956-v99.04)
Glass- Tempered
Glass- Tempered
Glass- Tempered
Glass- Tempered
Glass- Tempered
Glass- Tempered
Glass- Tempered
Glass- Tempered
Glass- Tempered
No.Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
1.1
W101 8' - 4"7' - 9 1/4"
LEVEL 3 FIN
121' - 3 1/4"
3' - 10 5/8"
1' - 3 7/8"1' - 3"FIXED
1' - 6"
1' - 0 3/4"
W102
7' - 0"1' - 3"FIXED FIXED FIXED
FIXED FIXED FIXED
EQ. EQ. EQ.
3' - 6"
LEVEL 3 FIN
121' - 3 1/4" ALIGNALIGNALIGNALIGNFIXED
W107
W105W104W103
FIXEDFIXEDFIXED
11' - 6"CTR ON DORMER9' - 0"HEADER PER STRUCTURAL
W106 W106 5' - 7" 1' - 11"2' - 10 1/2" 5' - 9" 2' - 10 1/2"1' - 6"18.43°LEVEL 3 FIN
121' - 3 1/4"
CSMT CSMT
W110 W110 9' - 0"3' - 0" 4' - 1"1' - 11"3' - 0" 3' - 0"
6' - 0"
W111W111
5' - 5 7/8" 6' - 4 15/16" 5' - 5 7/8"
LEVEL 3 FIN
121' - 3 1/4"SILL HEIGHT3' - 4"2' - 8 15/16"2' - 8 15/16"
EQ. EQ.ALIGNALIGNALIGNALIGNALIGNALIGN5' - 0"2' - 8 15/16"2' - 8 15/16"3' - 9"1' - 3"1' - 8" 5' - 5 9/16" 18.43°8' - 3"
2' - 9" 2' - 9" 2' - 9"
0' - 5 7/16" ALIGNALIGNALIGNALIGNALIGNALIGNALIGNALIGNW139 W140 W141 W142 W143 W144
FIXED FIXED FIXED FIXED
2' - 9" 2' - 9" 2' - 9" 2' - 8 15/16"2' - 8 15/16" 2' - 9"
0' - 5 7/16"
8' - 3"
LEVEL 4 FIN
131' - 11 1/2"
W130 W131
6' - 9"8' - 9" 4' - 0"4' - 0"14.04°1' - 6"
FIXEDFIXED 2' - 0"4' - 9" 4' - 0"4' - 0"
8' - 0"
LEVEL 4 FIN
131' - 11 1/2"
W132
W133
8' - 0"0' - 8 3/8" 5' - 6" 5' - 1 1/2"1' - 6" 1' - 6" 1' - 6"FIXED FIXED 18.43°4' - 0" 6' - 6" 1' - 6"7' - 11 1/2"LEVEL 4 FIN
131' - 11 1/2"
W134
LEVEL 3 FIN
121' - 3 1/4"
11' - 6"
FIXED
FIXED
W135
W136
W137 W138
FIXEDFIXED
FIXED4' - 0" 4' - 4" 2' - 4 3/4"3' - 0"1' - 5 1/4" 2' - 0"3' - 9" 3' - 9" 2' - 0"
9' - 6" 2' - 0"
9' - 6"2' - 0" 18.43°1' - 0"GAS FP ALIGNALIGN8' - 4"LEVEL 4 FIN
131' - 11 1/2"
W112 W113 8' - 4"4' - 0"4' - 0"
LEVEL 3 FIN
121' - 3 1/4"
FIXEDFIXED 0' - 7"1' - 6" 4' - 0"2' - 6" 1' - 6" 0' - 6" 5' - 9" 8' - 0"
W114
8' - 4"LEVEL 3 FIN
121' - 3 1/4" 6' - 1"2' - 3" 1' - 6" 4' - 0"
8' - 0"
FIXED
5' - 6" LEVEL 4 FIN
131' - 11 1/2"
1
W127 7' - 0"4' - 0"
2' - 9 1/16"3' - 0" 2' - 0" 1' - 6" 1' - 8"
FIXED
0' - 9 1/16"
LEVEL 4 FIN
131' - 11 1/2"
LEVEL 4 EXTERIOR
132' - 0"
W128
4' - 6"9' - 0"2' - 6" 7' - 0"3' - 0" 3' - 0" 3' - 0"
FIXED1' - 6"0' - 8 5/8"18.43°0' - 5 15/16" 0' - 5 15/16"
FIXEDFIXED
W156 W157
5' - 0"0' - 8 13/16"5' - 0"5' - 0"
5' - 0"
W158
14' - 0"1' - 2"3' - 5 11/16"EQ. EQ. EQ. EQ.18.44°FIXED FIXEDFIXEDFIXED
6' - 6" 6' - 6"0' - 10 3/4"0' - 10 3/4"3' - 0 1/2"18.43°0' - 6 1/16"0' - 6 1/16"
FIXED FIXED
W154 W155
6' - 6" 6' - 6"
5
W129
3' - 11 3/4"7' - 0"2' - 2"1' - 6"1' - 6 1/4"1' - 3 3/4"
3' - 0 1/4"
FIXED 4' - 10" LEVEL 4 FIN
131' - 11 1/2"
1
W1158' - 4"4' - 0"
LEVEL 3 FIN
121' - 3 1/4"0' - 7"0' - 10" 1' - 8"1' - 6"
FIXED1' - 6" 6' - 3" LEVEL 4 FIN
131' - 11 1/2"
W116
5' - 6"8' - 6"
LEVEL 3 FIN
121' - 3 1/4"2' - 0" 2' - 10"2' - 10" 2' - 10"
FIXED1' - 3"7' - 6"LEVEL 3 FIN
121' - 3 1/4"
0' - 7"
5
W118
7' - 0"8' - 4"LEVEL 3 FIN
121' - 3 1/4"5' - 9"2' - 8"
0' - 5 3/4"0' - 10"
1' - 8 5/16"1' - 3 15/16"
FIXED
0' - 6" D
FIXED FIXED
W46
LEVEL 4 FIN
131' - 11 1/2"
W150
3' - 6"6' - 10 9/16"8' - 0 9/16"FIXED 1' - 6"4' - 3" 1' - 1 9/16"1' - 5 1/2"2' - 0 1/2"
LEVEL 4 FIN
131' - 11 1/2"
W151
W1529' - 9 1/2"4' - 7" 5' - 0" 6' - 6"8' - 4 1/2"6' - 9"FIXED FIXED
1' - 8" 0' - 10"2' - 6" 1' - 0 5/16"1' - 8"4' - 10" 5' - 3"5' - 2 1/2"LEVEL 4 FIN
131' - 11 1/2"
W119 8' - 4"3' - 6"
LEVEL 3 FIN
121' - 3 1/4"
FIXED 6' - 3" 2' - 1"1' - 6"
LEVEL 4 EXTERIOR
132' - 0"
W120 W121
5' - 0"8' - 4"6' - 6"8' - 4"LEVEL 3 FIN
121' - 3 1/4"
FIXED FIXED2' - 1"4' - 6" 1' - 9" 1' - 8"
0' - 10"
2' - 6" 1' - 8"1' - 7" 3' - 3"1' - 0 3/8"
LEVEL 4 FIN
131' - 11 1/2"
6' - 1"
LEVEL 3 FIN
121' - 3 1/4"
W122
3' - 0 11/16" 3' - 0 11/16"1' - 3" 4' - 3" 7' - 6"2' - 0" C B
W106
LEVEL 3 FIN
121' - 3 1/4"1' - 6" 9' - 0"2' - 9 7/8" 6' - 4 15/16"
2' - 1"
2' - 1"7' - 6"LEVEL 4 FIN
131' - 11 1/2"
4
W125 W126
1' - 6" 1' - 6"2' - 1 1/2"5' - 1 1/2"1' - 0"
1' - 6" 0' - 4 9/16"
2' - 4 7/16"
0' - 9"
4' - 6" 1' - 6"
6' - 0" 6' - 0"
FIXED FIXED
ALIGNALIGNLEVEL 4 FIN
131' - 11 1/2"LEVEL 4 EXTERIOR
132' - 0"
W124
EQ. EQ. EQ.1' - 6"3' - 0" 2' - 6" 7' - 0"FIXED
3
W123 W123
3' - 8 1/16" 5' - 8"
2' - 10" 2' - 10"1' - 6" 3' - 0" LEVEL 4 FIN
131' - 11 1/2"
1.1
W145 W146
2' - 0"4' - 3 1/2"6' - 3 1/2"1' - 6"
3' - 8 1/2" 0' - 3 1/2"0' - 9 1/4"1' - 6"
2' - 9" 2' - 5 1/2" 1' - 9 3/4"
5' - 6"
FIXED FIXED
LEVEL 4 FIN
131' - 11 1/2"
LEVEL 3 FIN
121' - 3 1/4"
W108 W108
W109
W107 W106 W106
5' - 9" 2' - 10 1/2" 2' - 10 1/2"
11' - 6"1' - 11"5' - 7" 9' - 0"ALIGNALIGN18.43°1' - 6"FIXED
FIXED
HEADER PER STRUCTURAL CTR ON DORMERALIGNALIGNLEVEL FIN
131' - 11 1/2"
WETS UNIT
LANDING
126' - 1 3/4"
LEVEL 4 INT.
131' - 9"
W153 1' - 6"3' - 0" 3' - 0 11/16" 3' - 0 11/16"
6' - 1 3/8"
LEVEL 4 FIN
131' - 11 1/2"
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"12/13/2018 1:55:36 PMA602
WINDOW TYPES
AND
SCHEDULES-
CONDO LEVELSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
06
9-15-17BLDG.PERMIT CORR.
07
BLDG. PERMIT CORR. 11-16-17
1/4" = 1'-0"1 W101/ STUCCO
1/4" = 1'-0"2 W102/ STUCCO
1/4" = 1'-0" 3
W103, W104, W105, W106, W107/ WOOD
SIDING
1/4" = 1'-0"4 W110/ STUCCO
1/4" = 1'-0"5 W111/ WOOD SIDING
1/4" = 1'-0"6
W139, W140, W141, W142, W143, W144/
WOOD SIDING
1/4" = 1'-0"14 W130 & W131/ WOOD SIDING
1/4" = 1'-0"15 W132 & W133/ WOOD SIDING
1/4" = 1'-0"16 W134, W135, W136, W137, W138
1/4" = 1'-0" 17 W112 &W113
1/4" = 1'-0" 18 W114
1/4" = 1'-0"23 W127/ WOOD SIDING
1/4" = 1'-0"24 W128/ STUCCO
1/4" = 1'-0" 25 W156, W157/ WOOD SIDING
1/4" = 1'-0"26 W158
1/4" = 1'-0"28 W154, W155/ WOOD SIDING
1/4" = 1'-0" 29 W129/ WOOD SIDING
1/4" = 1'-0" 30 W115/ WOOD SIDING
1/4" = 1'-0"31 W116/ STUCCO
1/4" = 1'-0"32 W117/ STUCCO
1/4" = 1'-0"33 W118
1/4" = 1'-0"38 W147, W148, & W149
1/4" = 1'-0"39 W150
1/4" = 1'-0"40 W151 & W152
1/4" = 1'-0"41 W119
1/4" = 1'-0"42 W120 & W121
1/4" = 1'-0"44 W122
1/4" = 1'-0"7
W106/ CASEMENT WINDOW LOOKING
WEST AT TV ROOM
1/4" = 1'-0"8
W125, W126/ EAST WING AT ATRIUM
LOOKING SOUTH
1/4" = 1'-0"9 W124
1/4" = 1'-0"10 W123
1/4" = 1'-0" 11
W145, W146/ WEST WING AT ELEVATOR
LANDING LOOKING SOUTH
1/4" = 1'-0"12 W106, W107, W108, W109/ WOOD SIDING
1/4" = 1'-0"13 W153
CONDO LEVEL WINDOW SCHEDULE
TYPE COUNT Glazing Material
Rated Wall
Assembly Manufacturer
W45 1
W46 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W48 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W49 8
W55 1
W56 5
W57 2
W58 1
W101 1 Glass-Tempered JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W102 1 Glass-Tempered JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W103 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W104 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W105 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W106 4 Glass JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W106 3 Glass JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W107 2 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W108 2 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W109 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W110 4 Glass JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W111 2 Glass-Laminated JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W112 1 Glass-Tempered JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W113 1 Glass-Tempered JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W114 1 Glass-Tempered JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W115 1 Glass-Tempered JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W116 4 Glass-Laminated JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W118 1 Glass-Tempered JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W119 1 Glass-Laminated JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W120 1 Glass-Tempered JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W121 1 Glass-Tempered JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W122 1 Glass-Laminated JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W123 2 Glass-Laminated JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W124 1 Glass-Laminated JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W125 1 Glass-Laminated
W126 1 Glass-Laminated
W127 1 Glass-Laminated JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W128 2 Glass-Laminated JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W129 1 Glass-Tempered JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W130 1 Glass-Tempered JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W131 1 Glass-Tempered JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W132 1 Glass-Laminated JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W133 1 Glass-Laminated JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W134 1 Glass-Laminated JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W135 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W136 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W137 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W138 1
W139 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W140 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W141 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W142 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W143 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W144 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W145 1 Glass-Laminated
W146 1 Glass-Laminated
W150 1 Glass-Tempered JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W151 1 Glass-Tempered JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W152 1 Glass-Tempered JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W153 1 Glass-Laminated JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W154 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W155 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W156 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W157 1 JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W158 1 Glass JELD-WEN; CUSTOM COLLECTION- SDL BARS 1-1/8"
W212 2
CONDO LEVEL EXTERIOR DOORS
DOOR
NUMBER WIDTH
PUSH FIRE
RATING
(MIN)
FRAME
COMMENTS
INTERIOR/
EXTERIOR
PUSH/ PULL HARDWARE DOOR
MANUFAC
TURERHEIGHT THICKNESS QUANTITY MATERIAL FINISH MATERIAL FINISH MANUFACTURER
PRODUCT NO./
COMMENTS
LEVEL 3 FIN
303 11' - 5" 7' - 6" MTL/GLASS PREFINISHEDSLIDER EXTERIOR JELD-WEN
305 12' - 0" 7' - 6" MTL/GLASS MTL PREFINISHED EXTERIOR JELD-WEN
306 12' - 0" 8' - 4" 0' - 0 3/4" New
Construction
PREFINISHEDLA CANTINA EXTERIOR LA CANTINA
307 12' - 0" 8' - 4" 0' - 0 3/4" New
Construction
PREFINISHEDWEILAND LIFT AND SLIDE EXTERIOR LA CANTINA
308 3' - 0" 9' - 0" 0' - 1 3/8" WD TBD TBD EXTERIOR JELD-WEN
LEVEL 4 EXTERIOR
401 12' - 0" 7' - 0" 0' - 0 3/4" New
Construction
PREFINISHEDSLIDER EXTERIOR JELD-WEN
402 12' - 0" 7' - 0" 0' - 0 3/4" New
Construction
PREFINISHEDSLIDER EXTERIOR JELD-WEN
403 14' - -0" 7' - 0" MTL/GLASS PREFINISHEDSLIDER EXTERIOR JELD-WEN
404 12' - 0" 7' - 0" 0' - 0 3/4" New
Construction
PREFINISHEDSLIDER EXTERIOR JELD-WEN
405 12' - 0" 7' - 0" 0' - 0 3/4" New
Construction
PREFINISHEDSLIDER EXTERIOR JELD-WEN
Tempered
Glass- Tempered
Glass- Tempered
Glass- Tempered
Glass- Tempered
Glass- Tempered
Glass- Tempered
Glass- Tempered
Glass- Tempered
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
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.
M O IS TU R E BARR IER
M O IS T U R E BARR IER
M O IS T U R E BARR IER
M O IS T U R E BARR IER
M O IS T U R E BARR IER
M O IS TU R E BAR R IER
M O IS TU R E BARR IER
M O IS TU R E BARR IER
M O IS TU R E BARR IER
SHEA
T
HI
N
G
M O IS TU R E BARR IER
M O IS TU R E BARR IER
M O IS TU R E BARR IER
M O IS TU R E BA RR IE R
MOI S T U R E BARR IER
MOISTURE BARRIER SHEA
T
HI
N
G
BUILD ING PA P E R OVER
M O IS TU R E BARR IER
MOISTURE BARRIERBUILD ING PAPE
R
OVER
M O IS TU R E BARR IER
B UILD ING PAP E R OVER
MOI S TU R E BARR IER
MOISTURE BARRIERM O IS TU R E BARR IER
M O IS TU R E BARR IER
M O IS TU R E BARR IER
Scale
Date
Drawn By
Project Number
As indicated
3/9/2018 2:10:54 AMA603
WINDOW
DETAILS
SKI 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
01/22/19
REF.REF.
DN
GFI
C
B
A
C .1
2
EHU
STUDIO
TYPE B
G16
LAV. SINK
TUB/SHOWER
TUB/SHWR
TOILET
FORWARD APPROACH
RANGE WITH
MICROWAVE ABOVE
BUILT-IN DISHWASHER
SINK
W029 W029
001
ADA LIFT
SAVARIA- TYPE 3
W/ PLATFORM GATE
3
C
B
A
C .1
W030
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
W029 W029
002
Scale
Date
Drawn By
Project Number
3/8" = 1'-0"12/13/2018 1:55:42 PMA701
ENLARGED EHU
PLANSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
3/8" = 1'-0"1 EHU STUDIO TYPE A Copy 1
3/8" = 1'-0"2 EHU STUDIO TYPE B Copy 1
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
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.
01/22/19
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
01/22/19
Scale
Date
Drawn By
Project Number
12/13/2018 1:55:48 PMA850
DOOR TYPES
AND SCHEDULESSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
DOOR SCHEDULE
Hardware
Set #
DOOR
NUMBER
HAN
D WIDTH
PUSH FIRE
RATIN
G (MIN)
FRAME PUSH/ PULL HARDWARE
CommentsHEIGHT THICKNESS
QUANT
ITY MATERIAL FINISH
MATERIA
L MANUFACTURER PRODUCT NO./ COMMENTS
#9E 202 RHR 3' - 8" 7' - 4" 0' - 1 3/4" MTL/GLASS Glass HM VD/AL 98-EO/ET-PDLN (10300_a/WI1956-v99.04) KEYPAD;
PANIC
HARDWARE
#9E 203 LHR 3' - 8" 7' - 4" 0' - 1 3/4" MTL/GLASS Storefront
Frame
HM VD/AL 98-EO/ET-PDLN (10300_a/WI1956-v99.04) KEYPAD;
PANIC
HARDWARE
#9E 204 RHR 3' - 8" 7' - 4" 0' - 1 3/4" MTL/GLASS Storefront
Frame
HM VD/AL 98-EO/ET-PDLN (10300_a/WI1956-v99.04) PANIC
HARDWARE
#9E 205 LHR 3' - 8" 7' - 4" 0' - 1 3/4" MTL/GLASS Storefront
Frame
HM VD/AL 98-EO/ET-PDLN (10300_a/WI1956-v99.04) PANIC
HARDWARE
#9E 206 RHR 3' - 8" 7' - 4" 0' - 1 3/4" MTL/GLASS Storefront
Frame
HM VD/AL 98-EO/ET-PDLN (10300_a/WI1956-v99.04) KEYPAD;
PANIC
HARDWARE
#9E 207 LHR/R
HR
3' - 8" (X2) 7' - 4" 0' - 1 3/4" MTL/GLASS Mtl Finish HM LHR: VD/AL / RHR:VD/AL E9827-L-F/VERTICAL ROD W/ELEC TRIM W/NETPDK
(20003_E?10304)
KEYPAD;
PANIC
HARDWARE
#9E 208 RHR 3' - 8" 7' - 4" 0' - 1 3/4" MTL/GLASS Storefront
Frame
HM VD/AL 98-EO/ET-PDLN (10300_a/WI1956-v99.04) KEYPAD;
PANIC
HARDWARE
#18E 209 3' - 0" 7' - 0" 0' - 1" MTL Mtl Finish 90 HM KEYPAD: BEST ::WI-Q; PANIC: VON
DUPRIN 98/99 SERIES
KEYPAD: 9KQ, 45HQ, EXQ DUAL VALIDATION; PANIC:
98-F/99-F RIM EXIT DEVICE, 98L-F 99L-F LEVER /
INCLUDE QEL (QUIET ELECTRIC LATCH)
KEYPAD;
PANIC
HARDWARE
#18E 210 LHR 3' - 0" 7' - 0" 0' - 1 3/4" MTL Mtl Finish 90 HM VD/AL E98-L-F RIM DEVICE W/ELECTRIC TRIM W/NETPDK
(20003_E/10302_A) CONNECT TO FIRE ALARM RELAY
FOR FAIL SAFE
PANIC
HARDWARE
#5 211 2' - 6" 7' - 0" 0' - 1 3/8" MTL Mtl Finish 90 HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#8 212 LHR/R
HR
3' - 0" (x2) 7' - 0" 0' - 1 3/4" WD WD-01 HM LHR: IVE / RHR: SCH LHR: FB358 B26D-MANUAL FLUSHBOLT (TOP &
BOTTOM) (INST.FB358_0) / RHR: ND70PD RHO
626-CLASSROOM FUNCTION (ND400)
PASSAGE
#5 213 2' - 0" (x2) 7' - 0" 0' - 1 3/8" MTL Mtl Finish HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#31 214 LH 3' - 0" 7' - 0" 0' - 1 3/4" MTL/GLASS Mtl Finish HM KEYPAD
#9E 215 LH/RH 3' - 0" (x2) 7' - 0" 0' - 1 3/4" WD/GLASS Mtl Finish HM LH: IVE / RH: SCH LHR: FB358 B26D-MANUAL FLUSHBOLT (TOP &
BOTTOM) (INST.FB358_0) / RHR: ND70PD RHO
626-CLASSROOM FUNCTION (ND400)
LOCKSET
#9E 216 LH/RH 3' - 0" (x2) 7' - 0" 0' - 1 3/4" WD/GLASS Mtl Finish HM LH:SCH / RH:IVE LH: ND70PD RHO 626-CLASSROOM FUNCTION (ND400) /
RH: FB358 B26D_MANUAL FLUSHBOLT (TOP & BOTTOM)
(INST.FB358_0)
LOCKSET
#8 219 RH 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD HM AL PDL6100 (WI1676 2/09) KEYPAD; ;
LAMBTON
ACOUSTICAL-S
TC43,
EDGEFENDER
#25 220 3' - 0" 7' - 0" 0' - 1 3/4" WD Mtl Finish SCHLAGE ND SERIES (RHO) ND105 ANSI: F75 PASSAGE;
LAMBTON
ACOUSTICAL-S
TC43,
EDGEFENDER
#25 221 3' - 0" 7' - 0" 0' - 1 3/4" WD Mtl Finish SCHLAGE ND SERIES (RHO) ND105 ANSI: F75 PASSAGE;
LAMBTON
ACOUSTICAL-S
TC43,
EDGEFENDER
#9E 222 RHR 3' - 6" 7' - 0" 0' - 1 3/4" WD/GLASS Mtl Finish HM AL PDL6100 (WI1676 2/09) KEYPAD;
PANIC
HARDWARE
#19 227 RH 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD HM SCH ND50PD RHO 626- OFFICE FUNCTION (ND400) LOCKSET
#8 231 2' - 0" (x2) 7' - 0" 0' - 1 3/8" WD TBD BEST ::WI-Q 9KQ, 45HQ, EXQ DUAL VALIDATION KEYPAD
#18 232 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 90 HM SCHLAGE ND SERIES 98-F/99-F RIM EXIT DEVICE, 98L-F 99L-F LEVER /
INCLUDE QEL (QUIET ELECTRIC LATCH)
PANIC
HARDWARE
#18 233 RHR 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 90 HM VD/AL E98-L-F RIM DEVICE W/ELECTRIC TRIM W/NETPDK
(20003_E/10302_A) CONNECT TO FIRE ALARM RELAY
FOR FAIL SAFE
PANIC
HARDWARE
#9E 234 RHR 3' - 8" 7' - 4" 0' - 1 3/4" MTL/GLASS Storefront
Frame
HM VD/AL 98-EO/ET-PDLN (10300_a/WI1956-v99.04) KEYPAD;
PANIC
HARDWARE
236 4' -0" 7' - 0" 0' - 1 3/8" WD TBD
237 LH 3' - 0" 7' - 0" 0' - 1 3/8" MTL Mtl Finish HM SCH ND50PD RHO 626- OFFICE FUNCTION (ND400)
238 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD WD POCKET
239 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish HM
240 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD HM
241 LH 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD HM SCH ND50PD RHO 626- OFFICE FUNCTION (ND400)
242 RH 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD HM SCH ND50PD RHO 626- OFFICE FUNCTION (ND400)
243 LH 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD HM SCH ND50PD RHO 626- OFFICE FUNCTION (ND400)
244 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD WD PASSAGE
LEVEL 3
181 7' - 0" 0' - 1 3/4" MTL Mtl Finish
182 7' - 0" 0' - 1 3/4" MTL Mtl Finish
194 7' - 0" 0' - 1 3/4" 1 MTL HM
235 7' - 0" 0' - 1 3/4" 1 MTL HM
428 7' - 0" 0' - 1 3/4" 1 MTL HM
437 6' - 8" 0' - 2" WD WD
438 7' - 0" 0' - 1 3/4" 1 MTL HM
439 7' - 0" 0' - 1 3/8"
LEVEL 3 FIN
162 7' - 6" 0' - 2"
163 7' - 6" 0' - 2"
218 7' - 0" 0' - 1 3/4" 1 MTL HM
224 7' - 0" 0' - 1 3/4" 1 MTL HM
226 7' - 0" 0' - 1 3/8"
247 7' - 0" 0' - 2" MTL/GLASS
249 7' - 0" 0' - 2" MTL/GLASS
256 8' - 4"
257 0' - 0"
302 3' - 0" 7' - 6" 0' - 1 3/8" MTL/GLASS TBD MTL
303 11' - 5" 7' - 6" MTL/GLASS SLIDER
304 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM
305 12' - 0" 7' - 6" MTL/GLASS MTL
306 12' - 0" 8' - 4" 0' - 0 3/4" New
Construction
LA CANTINA
307 12' - 0" 8' - 4" 0' - 0 3/4" New
Construction
WEILAND LIFT
AND SLIDE
308 3' - 0" 9' - 0" 0' - 1 3/8" WD TBD
448 7' - 0" 0' - 1 3/4" 1 MTL HM
LEVEL 4 FIN
250 7' - 0" 0' - 1 3/4" 1 MTL HM
251 7' - 0" 0' - 1 3/4" 1 MTL HM
252 7' - 0" 0' - 1 3/4" 1 MTL HM
253 7' - 0" 0' - 1 3/4" 1 MTL HM
254 7' - 0" 0' - 1 3/8"
449 7' - 0" 0' - 1 3/4" 1 MTL HM
450 7' - 0" 0' - 1 3/8"
460 6' - 8" 0' - 2" WD WD
LEVEL 4 EXTERIOR
165 7' - 0" 0' - 2"
195 7' - 0" 0' - 1 3/8"
196 7' - 0" 0' - 1 3/4" 1 MTL HM
197 7' - 0" 0' - 1 3/8"
198 7' - 0" 0' - 2" MTL/GLASS
199 7' - 0" 0' - 1 3/4" 1 MTL HM
200 7' - 0" 0' - 1 3/8"
217 7' - 0" 0' - 1 3/4" 1 MTL HM
229 7' - 0" 0' - 2"
401 12' - 0" 7' - 0" 0' - 0 3/4" New
Construction
SLIDER
402 12' - 0" 7' - 0" 0' - 0 3/4" New
Construction
SLIDER
403 14' - -0" 7' - 0" MTL/GLASS SLIDER
404 12' - 0" 7' - 0" 0' - 0 3/4" New
Construction
SLIDER
405 12' - 0" 7' - 0" 0' - 0 3/4" New
Construction
SLIDER
415 7' - 0" 0' - 1 3/4" 1 MTL HM
420 7' - 0" 0' - 1 3/4" 1 MTL HM
423 7' - 0" 0' - 2"
432 7' - 0" 0' - 2"
433 7' - 0" 0' - 1 3/4" 1 MTL HM
440 7' - 0" 0' - 1 3/4" 1 MTL HM
454 7' - 0" 0' - 1 3/4" 1 WD TBD WD
DOOR SCHEDULE
Hardware
Set #
DOOR
NUMBER
HAN
D WIDTH
PUSH FIRE
RATIN
G (MIN)
FRAME PUSH/ PULL HARDWARE
CommentsHEIGHT THICKNESS
QUANT
ITY MATERIAL FINISH
MATERIA
L MANUFACTURER PRODUCT NO./ COMMENTS
GARAGE
#30 001 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish HM LOCKSET
#30 002 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish HM LOCKSET
#4A 003 3' - 0" 7' - 0" 0' - 1 3/8" MTL TBD 90 SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#1E-1 004 LHR 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 90 HM VD/AL 98-EO-F 3" US26D LHR/ET-PDLN
(10300_a/WI1956-v99.04)
KEYPAD;
PANIC
HARDWARE
005 2' - 6" 7' - 0" 0' - 1 3/4" 1 MTL TBD WD SCHLAGE ND SERIES (RHO) ND105 ANSI: F75 PASSAGE
006 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD HM SCHLAGE ND SERIES (RHO) ND40S ANSI: F76 PRIVACY
007 2' - 0" (x2) 7' - 0" 0' - 1 3/4" 1 WD TBD WD SCHLAGE ND SERIES (RHO) ND105 ANSI: F75 PASSAGE
#32 009 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD HM SCHLAGE ND SERIES (RHO) ND40S ANSI: F76 PRIVACY
#33A 010 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD WD SCHLAGE ND SERIES (RHO) ND105 ANSI: F75 PASSAGE
#33A 011 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD HM SCHLAGE ND SERIES (RHO) ND105 ANSI: F75 PASSAGE
#5 012 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 45 HM SCHLAGE ND SERIES (RHO) ND50PD ANSI: F82 LOCKSET
#8 013 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 45 HM BEST ::WI-Q 9KQ, 45HQ, EXQ DUAL VALIDATION KEYPAD
#7 014 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 45 HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#1-E1 015 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 90 HM VON DUPRIN 98/99 SERIES 98-F/99-F RIM EXIT DEVICE, 98L-F 99L-F LEVER /
INCLUDE QEL (QUIET ELECTRIC LATCH)
PANIC
HARDWARE
#5 016 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 45 HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#2 017 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 90 HM BEST ::WI-Q 9KQ, 45HQ, EXQ DUAL VALIDATION KEYPAD
#6 018 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 90 HM BEST ::WI-Q 9KQ, 45HQ, EXQ DUAL VALIDATION KEYPAD
#4 019 3' - 0" (x2) 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 45 HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#5 020 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 45 HM SCHLAGE ND SERIES (RHO) ND105 ANSI: F75 PANIC
HARDWARE
#8 022 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish HM BEST ::WI-Q KEYPAD
#8 023 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM BEST ::WI-Q 9KQ, 45HQ, EXQ DUAL VALIDATION KEYPAD
#5 025 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 90 HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#8 026 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish HM AL PDL6100 (WI1676 2/09) LOCKSET
#8 027 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 PASSAGE
#2 028 RH 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 90 HM AL PDL6100 (WI1676 2/09) KEYPAD
#2 029 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 90 HM BEST ::WI-Q 9KQ, 45HQ, EXQ DUAL VALIDATION KEYPAD
#5 030 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 90 HM SCHLANGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#4A 031 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 90 HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#1-E1 032 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 90 HM VON DUPRIN 98/99 SERIES 98-F/99-F RIM EXIT DEVICE, 98L-F 99L-F LEVER /
INCLUDE QEL (QUIET ELECTRIC LATCH)
PANIC
HARDWARE
033 8' - 0" 5' - 8" 0' - 2" MTL TBD 45 MTL WAYNE DALTON FIRESTAR 700/ PTD-GREY GARAGE
DOOR
034 18' - 6" 8' - 6" 0' - 2" 1 MTL TBD 0 MTL AL NETPDK (READER/KEYPAD TO COORDINATE
W/OVERHEAD DOOR CO.)
GARAGE
DOOR
#06A 035 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 45 HM BEST ::WI-Q 9KQ, 45HQ, EXQ DUAL VALIDATION KEYPAD
#26 036 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 45 HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
037 2'- 6" 7' - 0" 0' - 1 3/8" WD TBD PRIVACY
038 4'-4" (x2) 7' - 0" 0' - 1 3/8" WD POCKET PASSAGE
#8 039 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84; REF. A/851 PASSAGE;
REF. 9/A204
#8 040 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 PASSAGE
#5 186 3' - 0" (x2) 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 0 HM ELIASON DOOR RTS-9000 IMPACT TRAFFIC DOOR; METALLIC GRAY PASSAGE;
REF. 6/A204
258 7' - 0" 0' - 1 3/4" 1 MTL HM
262 7' - 0" 0' - 1 3/4" 1 MTL HM
LEVEL 1
139 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM
140 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM
CLUB LEVEL 1 FIN. FLOOR
#2 101 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish HM BEST ::WI-Q 9KQ, 45HQ, EXQ DUAL VALIDATION KEYPAD
#23 102 LHR/R
HR
2' - 6" 7' - 0" 0' - 1 3/4" MTL/GLASS Mtl Finish 45 HM LHR: VD/ RHR:VD/AL LHR:9827-L-F/VERTICAL ROD DEVICE W/KEYPAD TRIM
(20003_E/10304_4) RHR:E9827-L-F/VERTICAL ROD
W/ELEC TRIM W/NETPDK (20003_E/10304_A)
KEYPAD;
PANIC
HARDWARE
#6 103 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL 45 HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#9E 104 LHR/R
HR
2' - 8" 7' - 0" 0' - 1 3/4" 2 MTL/GLASS Mtl Finish 45 HM LHR: VD/ RHR:VD/AL LHR:9827-L-F/VERTICAL ROD DEVICE W/KEYPAD TRIM
(20003_E/10304_4) RHR:E9827-L-F/VERTICAL ROD
W/ELEC TRIM W/NETPDK (20003_E/10304_A)
KEYPAD;
PANIC
HARDWARE
#23 105 6' - 0" 7' - 0" 0' - 2" ALU/GLASS Aluminum 45 ALUM ?/AL AUTO/PNEUMATIC SLIDER W/NETPDK (COORDINATE
W/DOOR CO.)
AUTOMATIC
DOOR; REF.
2/A207
#9E 106 LHR/R
HR
2' - 8" (X2) 7' - 0" 0' - 1 3/4" 2 MTL/GLASS Mtl Finish 45 HM LHR: VD/ RHR:VD/AL LHR:9827-L-F/VERTICAL ROD DEVICE W/KEYPAD TRIM
(20003_E/10304_4) RHR:E9827-L-F/VERTICAL ROD
W/ELEC TRIM W/NETPDK (20003_E/10304_A)
KEYPAD;
PANIC
HARDWARE
#9E 108 LHR 3' - 0" 7' - 0" 0' - 1 3/4" MTL/GLASS Mtl Finish 45 HM VD/AL 98-EO-F 3" US26D LHR/ET-PDLN
(10300_a/WI1956-v99.04)
KEYPAD;
PANIC
HARDWARE
#2 109 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 45 HM KEYPAD: BEST ::WI-Q; PANIC: VON
DUPRIN 98/99 SERIES
KEYPAD: 9KQ, 45HQ, EXQ DUAL VALIDATION; PANIC:
98-F/99-F RIM EXIT DEVICE, 98L-F 99L-F LEVER /
INCLUDE QEL (QUIET ELECTRIC LATCH)
KEYPAD;
PANIC
HARDWARE
#1E-1 110 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish 90 HM SCHLAGE ND SERIES 98-F/99-F RIM EXIT DEVICE, 98L-F 99L-F LEVER /
INCLUDE QEL (QUIET ELECTRIC LATCH)
PANIC
HARDWARE
111 3' - 6" 7' - 0" 0' - 1 3/8" 2 MTL Mtl Finish HM KEYPAD
112 LHR/R
HR
2' - 8" (X2) 7' - 0" 0' - 1 3/4" 2 MTL/GLASS Mtl Finish 45 HM LHR: VD/ RHR:VD/AL LHR:9827-L-F/VERTICAL ROD DEVICE W/KEYPAD TRIM
(20003_E/10304_4) RHR:E9827-L-F/VERTICAL ROD
W/ELEC TRIM W/NETPDK (20003_E/10304_A)
PASSAGE
#9E 113 LHR/R
HR
3' - 0" (x2) 7' - 0" 0' - 1 3/8" MTL/GLASS Mtl Finish 45 HM LHR: VD/ RHR:VD/AL LHR:9827-L-F/VERTICAL ROD DEVICE W/KEYPAD TRIM
(20003_E/10304_4) RHR:E9827-L-F/VERTICAL ROD
W/ELEC TRIM W/NETPDK (20003_E/10304_A)
KEYPAD;
PANIC
HARDWARE
#5 114 2' - 10" (x2) 7' - 0" 0' - 1 3/4" 2 MTL Mtl Finish HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#29 115 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM BEST ::WI-Q 9KQ, 45HQ, EXQ DUAL VALIDATION KEYPAD
#25 116 3' - 0" 7' - 0" 0' - 1 3/4" MTL Mtl Finish HM SCHLAGE ND SERIES (RHO) ND105 ANSI: F75 PASSAGE
#25 118 3' - 0" 7' - 0" 0' - 1 3/4" MTL Mtl Finish HM SCHLAGE ND SERIES (RHO) ND105 ANSI: F75 PASSAGE
#8 119 2' - 6" 7' - 0" 0' - 2" MTL/GLASS SCHLAGE ND SERIES (RHO) ND105 ANSI: F75 PASSAGE
120 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM
#22A 121 3' - 0" 7' - 0" 0' - 1 3/4" MTL Mtl Finish HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#25 122 3' - 0" 7' - 0" 0' - 1 3/4" MTL Mtl Finish HM SCHLAGE ND SERIES (RHO) ND105 ANSI: F75 PASSAGE
123 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD HM SCHLAGE ND SERIES (RHO) ND40S ANSI: F76 PASSAGE
#25 124 3' - 0" 7' - 0" 0' - 1 3/4" MTL Mtl Finish HM SCHLAGE ND SERIES (RHO) ND105 ANSI: F75 PASSAGE
#29 125 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM BEST ::WI-Q 9KQ, 45HQ, EXQ DUAL VALIDATION KEYPAD
#26 126 3' - 0" 7' - 0" 0' - 1 3/8" MTL Mtl Finish HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#17 127 LHR/R
HR
2' - 10" (x2) 7' - 0" 0' - 1 3/4" MTL/GLASS Mtl Finish 45 LHR: VD/AL / RHR:VD/AL E9827-L-F/VERTICAL ROD W/ELEC TRIM W/NETPDK
(20003_E?10304)
KEYPAD;
PANIC
HARDWARE
#4 128 2' - 8" (X2) 7' - 0" 0' - 1 3/8" MTL Mtl Finish 45 HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#4 129 2' - 8" (X2) 7' - 0" 0' - 1 3/8" MTL Mtl Finish 0 HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#8 130 2' - 10" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish 45 HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#8 131 2' - 10" 7' - 0" 0' - 1 3/8" 1 MTL Mtl Finish HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#6 132 3' - 0" 7' - 0" 0' - 1 3/8" MTL Mtl Finish HM SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
#4 133 2' - 0" (x2) 7' - 0" 0' - 1 3/4" MTL TBD SCHLAGE ND SERIES (RHO) ND70PD ANSI: F84 LOCKSET
134 2' - 6" 7' - 0" 0' - 1 3/8" WD TBD SCHLAGE ND SERIES (RHO) ND105 ANSI: F75 PRIVACY
135 2' - 6" 7' - 0" 0' - 2" MTL/GLASS REF. 17/A206
136 2' - 6" 7' - 0" 0' - 2" MTL/GLASS REF. 17/A206
137 3' - 0" 7' - 0" 0' - 2" 1 GLASS <By Category> MTL
141 4'-6" (x2) 6' - 8" 0' - 2"
142 4'-6" (x2) 6' - 8" 0' - 2"
143 4'-6" (x2) 6' - 8" 0' - 2"
144 4'-6" (x2) 6' - 8" 0' - 2"
145 2' - 0" (x2) 7' - 0" 0' - 1 3/4" 2 MTL TBD WD
146 2' - 6" 7' - 0" 0' - 1 3/4" 1 MTL TBD WD REF. 17/A206
147 2' - 6" 7' - 0" 0' - 1 3/4" 1 MTL TBD WD REF. 17/A206
148 2' - 6" 7' - 0" 0' - 1 3/4" 1 MTL TBD WD REF. 17/A206
149 2' - 6" 7' - 0" 0' - 1 3/4" 1 MTL TBD WD REF. 17/A206
150 2' - 6" 7' - 0" 0' - 1 3/4" 1 MTL TBD WD REF. 17/A206
151 2' - 6" 7' - 0" 0' - 1 3/4" 1 MTL TBD WD REF. 17/A206
152 2' - 6" 7' - 0" 0' - 1 3/4" 1 MTL TBD WD REF. 17/A206
153 2' - 6" 7' - 0" 0' - 1 3/4" 1 MTL TBD WD REF. 17/A206
154 2' - 6" 7' - 0" 0' - 1 3/4" 1 MTL TBD WD REF. 17/A206
155 2' - 6" 7' - 0" 0' - 1 3/4" 1 MTL TBD WD REF. 17/A206
156 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish HM PASSAGE
LEVEL 2
190 2' - 6"X2 7' - 0" 0' - 1 3/4" WD TBD 0 WD POCKET LOCKSET
235 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM PRIVACY
259 7' - 0" 0' - 2" ALU/GLASS <By Category> ALUM
#31 260 RHR 3' - 8" 7' - 4" 0' - 1 3/4" MTL/GLASS Storefront
Frame
HM VD/AL ELR 2403 NCA-03/ 12E-72 PATD/EPT-5/ELR151 KEYPAD;
PANIC
HARDWARE
261 7' - 0" 0' - 1 3/4" WD TBD
LEVEL 2-FIN
138 LH 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD HM SCH ND50PD RHO 626- OFFICE FUNCTION (ND400)
#24 167 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD HM QCL170 LESS LEVER/ 1E-74 PATD
R806/4023/1229A/CB1900R 4.5
LOCKSET
#24 168 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD HM QCL170 LESS LEVER/ 1E-74 PATD
R806/4023/1229A/CB1900R 4.5
LOCKSET
169 3' - 0" 6' - 8" 0' - 1 3/8" MTL Mtl Finish
173 LH 2' - 6" 7' - 0" 0' - 1 3/4" WD TBD HM SCH ND50PD RHO 626- OFFICE FUNCTION (ND400)
177 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL Mtl Finish HM PASSAGE
#26 179 LH 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD HM SCH QMS150/281/1E-74 PATD
R806/1270WV/1229A/CB1900R4.5X4.5
LOCKSET
180 5' -0" (x2) 7' - 0" 0' - 2" WD WD POCKET PASSAGE
#16 191 LH 3' - 0" 7' - 0" 0' - 1 3/4" 1 WD TBD HM SCH QMS160 A/ 281/1E-74 PATD R806/CLD-4551
STD/K0050/CB1900R 4.5
LOCKSET
192 3' - 0" 7' - 0" 0' - 1 3/4" 1 MTL HM PRIVACY
#26 201 2' - 0" (x2) 7' - 0" 0' - 1 3/8" 2 MTL TBD HM BEST ::WI-Q 9KQ, 45HQ, EXQ DUAL VALIDATION DOUBLE
DOOR;
KEYPAD
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
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
SWING DOOR
THRESHOLD
FINISH FLOOR
SUBFLOOR
INSULATION
SOUND INSULATION
FLOOR LEVELING
2" XPS INSULATION
AMERICAN
HYDROTECH 30
6125FR
WATERPROOFING
MEMBRANE
DRAINAGE MAT
FILTER FABRIC
2" SAND W/
HYDRONIC
SNOWMELT/ WWM
2" PAVERS
4.5" CONCRETE W/
2" STEEL PAN
DECK PER
STRUCTURAL
FLASHING & SEALANT @
BASE OF WALL
1" ELEVATION CHANGE
FROM INTERIOR TO EXT.
PATIO
R-10
R-20(MIN.)BATT
INSULATION
AT
UNDERSIDE
OF TEE
(R-20)/ XPS
INSULATION(
R-10) CONT.
AT
EXTERIORCLEAR0' - 3"GRANULATED FIRE
RATED SHEET 90 LB
NON-IC CAN
PLYWD PER
STRUCTURAL
HYDROSEAL
COUNTER FLASH
GRID
1' - 8 9/16" MAXRIM JOISTS; RE:
STRUCT
STAINLESS STEEL
PAN FLASHING
WITH END DAMS
FULLY SOLDERED
TIGHT
SAND W/ HYDRONIC
SNOWMELT
2" PAVERS
AMER. HYDROTECH 6125-FR
R-30
R-30
MAIN DRAIN &
OVERFLOW/
PROVIDE AROUND DRAIN
TO BE DEPRESSED FOR
POSITIVE WATER
DRAINAGE
DRAINAGE MAT/
PROTECTION BOARD
HYDROFLEX 10 SEPARATION
SHEET
FLEX FLASH UN EXTEND
MIN. 6" BEYOND DRAIN
FLANGE ON ALL SIDES,
SECURE CLAMP RING AT
DRAIN
OPEN CEILINGGWB LID
R-10 BLACK FACED BATT
INSULATION/ R-20
HYDROSEAL
COUNTER FLASH
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 11/16"
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
12/13/2018 2:29:44 PMA851
DOOR DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
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
06 09.15.17BLDG.PERMIT CORR.
No. Description Date
4 AMEND. BLDG PERMIT 12.13.2018
PHASE 1
01/22/19
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
D
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"1' - 1 3/8"3' - 4 5/8"6
A901
X40
X40
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
8
A901
6' - 2 5/8"8 TREADS @ 11"7' - 4"9 TREADS @ 11"8' - 3"6
A901
D
E
73
181
F4
10.1
C .1 C .1
8
A901
0' - 11 1/2"6' - 2 5/8"0' - 1 1/2" 7' - 2 1/2" 4' - 5 7/8" 8 TREADS @ 11"7' - 4"7' - 2 1/8"6
A901
D
E1/8" PER FT/ SLOPESCUPPER AND
DOWNSPOUT WITH
HEATTAPE
STANDING SEAM
METAL ROOF
0' - 9 3/4" 4' - 6 1/8" 3' - 6 1/4"0' - 10 5/8"
LEVEL 3
120' - 10 1/2"
C .1
9 RISERS4' - 11 1/4"A508
10
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.
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 3
120' - 10 1/2"
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 3/4"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.
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"12/13/2018 2:29:47 PMA901
WEST STAIR
PLANS AND
SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
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
06 09.15.17BLDG.PERMIT CORR.
07 BLDG. PERMIT CORR. 11-16-17
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
UP
DN
UP
DN
GFI6
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' - 2" 3' - 4" 1' - 2"
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
73
182
6
F
5
A902
6
A902
9 TREADS @ 11"8' - 3"E
1/8" PER FT/ SLOPESCUPPER AND
DOWNSPOUT WITH
HEATTAPE
STANDING SEAM
METAL ROOF 11' - 2 1/4"4' - 7 1/2" 3' - 10 3/4" 1' - 0 1/4"
LEVEL 3
120' - 10 1/2"
F
1
A302
1
A404
0' - 10 1/4"3' - 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.
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"
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"
LEVEL 3
120' - 10 1/2"
F
1
A302
1
A404
3' - 10 3/4"6790 SF
GARAGE
G01
16' - 10 1/4" 0' - 8" 0' - 10 1/4"
124' - 10 7/8"
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.
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"
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"
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"12/13/2018 2:29:52 PMA902
EAST STAIR
PLANS AND
SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
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
06 09.15.17BLDG.PERMIT CORR.
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
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
01/22/19
1
2
3
4
5
6
7
8
LINE OF FLOOR ABOVE
0'- 2"
2' - 4 1/16"
3
E
3
E E E E
UP 11 R'S @ 6-11/16"10 T'S AT 11-3/4"DN 9 R'S @ 6-11/16"8 T'S AT 11-3/4"111'-1" FIN. FLOOR
CLUB LEVEL 2
99'-11" FIN. FLOOR
CLUB LEVEL 1
111'-1" FIN. FLOOR
CLUB LEVEL 2
99'-11" FIN. FLOOR
CLUB LEVEL 1
TO CLUB 1 OFFICE/ LOCKER
ROOM
HALLWAY
GUARDRAIL @ 42" .
PANELS TO MATCH
STAIRS
GRIPPABLE HANDRAIL / 1.25" DIA./
WITH 1' EXTENSIONS AT TOP AND
BOTTOM OF STAIR
99''-11" FIN. FLOOR
CLUB LEVEL 1
111'-1" FIN. FLOOR
CLUB LEVEL 2
111'-1" FIN. FLOOR
CLUB LEVEL 2
CLUB LEVEL 1
99'-11" FIN. FLOOR
12 3
4
1 2 3
4
1. SECTION AT STAIR FACING WEST 2. SECTION AT STAIR FACING WEST 3. SECTION AT STAIR FACING WEST 4. SECTION AT STAIR FACING EAST
STAIR LANDING
106'-0 3/16" FIN. FLOOR
RUBBERIZED STAIR TREADS
RUBBERIZED
FLOORING AT
LANDING
5. CLUB LEVEL 1 CENTRAL STAIR PLAN6. CLUB LEVEL 2 CENTRAL STAIR PLAN
1.5" X 2" TOP RAIL
LESS THAN 3.5" OPENING
1.25" GRIPPABLE
HANDRAIL
1.25" U CHANNEL FOR
DECO MECH SCREEN/
MCNICHOLS/ WIRE MESH/
LESS THAN 3" OPENING
LESS THAN 3.5" OPENING
7. SECTION AT RAILING
6' -5 7/16"
8' - 8"
1' - 9 3/4"
0' - 2"
0' - 4"
0' - 2"
3' - 7 13/16"
4' - 2" 7' - 8 3/8" 4' - 2 5/8" 7' - 8 3/8"
7' - 2 5/16"
4' - 2 5/8"7' - 8 3/8"
7' - 2 5/16"
6' - 2 7/16" 1' - 9 3/4"
VFY IF HSS COL.
IS NEEDED TO
SUPPORT STAIR
LANDING
TO EXTERIOR
BREEZWAY
0' - 0 3/4"
0' - 2 5/16"
3' - 11 11/16"
OVERHANG TYP.
GRIPPABLE HANDRAIL/ 1.25" DIA/
WITH 1' EXTENSIONS AT TOP AND
BOTTOM OF STAIR
RUBBERIZED STAIR TREADS
VFY IF HSS COL.
IS NEEDED TO
SUPPORT STAIR
LANDING
TO EXTERIOR
BREEZWAY 6' - 1 13/16"1' - 0"
1' - 0"8' - 8 13/16"10' - 0 5/16"7' - 2 5/16"
9
10
12
13
14
15
16
17
18
7
6
5
4
3
2
1
10
9
8
7' - 8 3/8" 4' - 2 5/8" W18X55
HSS 6X6X3/8 W18X158
3' - 8 3/8"
0' - 2"
0' - 4"
0' - 2"
3' - 7 13/16"
13
14
15
16
17
18
1
2
3
4
5
6
7
8
9
10
12
7' - 1 1/4"
3' - 0 9/16" 3' - 0 9/16" 3' - 0 9/16"
1' - 0" 3' - 0 5/16"0' - 11"
1' - 0"
3' - 11 11/16"
7' - 3 7/8"
0' - 0 3/4"
3' - 11 11/16"
0' - 0 3/4"
3' - 11 11/16"
11
11 0' - 6"RECEPTION HALL BEYOND RECEPTION HALL BEYOND RECEPTION HALL BEYOND
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"12/13/2018 1:56:14 PMA903A
STAIR PLANS,
ELEV, SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
1/4" = 1'-0"1 Stair-Plans and Sections
No.Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
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 ANDSNOWBOARD
CLUB 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
01/22/19
DNUPDN
4
4
5
5
6
6
4.1
H H
4' - 6"
ADMISSIONS
2290' - 3 5/8"9' - 9"0' - 6" HALL
159
PROPERTY LINE0' - 5 1/2"
1' - 6"
3' - 6" 5' - 3" 4' - 3 7/16" 7' - 0 1/4" 5' - 10 1/2"3' - 4 9/16"2' - 8 5/16"0' - 5 1/2"113'-7" FIN
CONC. SLAB
NON RATED
DOOR W/
PANIC
HARDWARE 13 R'S @ 6-15/16"
12 T'S @ 12"
EXISTING CMU
WALL WITH STUCCO
FINISH
2X6 NON RATED
WALL WITH
HORIZONTAL WOOD
CLDDING
HSS COL. PER
STRUCTURAL W/
WOOD CLADDING
LINE OF FLOOR
ABOVE
A905
6
-
-
9/A905
- -8/A905
-- 7/A905
4
4
5
5
6
6
4.1
H H
G G
10
A905
STANDING SEAM ROOF,
GUTTER, HEATTAPE,
THROUGH WALL SCUPPER
WITH DOWNSPOUT 5' - 9 3/4"0' - 5 1/2"0' - 5 1/2"
1' - 5 1/16"
3' - 6" 2' - 10 5/16"2' - 4 11/16" 10' - 11 13/16"
0' - 5 1/2"
5' - 8 7/8"
13 R'S @ 6-15/16"
12 T'S @ 12" 121'-2-1/4"
FIN PAVERS/
SNOWMELTED
EGRESS PATH
FROM EAST AND
WEST CONDOS
A905
4
A905
5
LINE OF INT.FIN. FLOOR
GWB LID
R-10 0' - 2"0' - 0 1/2"0' - 2 1/2"0' - 2"0' - 1"R-20
R-10 BLACK FACED BATT
INSULATION/ R-20
R-13 R-9.5 0' - 8 3/4"PARAPET HEIGHT3' - 6"STEEL STAIR/ BAR GRATE
TREAD W/ GRIPPABLE HANDRAIL
36"-38" ABV TREAD
LINE OF INT.FIN. FLOOR
R-10
R-20
R-13R-9.5 0' - 8 3/4"PARAPET HEIGHT3' - 6"WOOD T&G AT EXTERIOR
SOFFIT
STAIR LANDING
WOOD JOIST
FLOOR FRAMING
PER
STRUCTURAL
R-30
H
LEVEL 2-FIN
111' - 1"
MASONRY WALL W/ STUCCO
VENEER @ 42"
UNDERSIDE OF STAIR
WOOD BELLY BAND/ TYP.
HOR. WOOD SIDING
CONDO LEVEL 3
PATIO-FIN
121' - 2 1/4"
HSS COLUMN PER STRUCTURAL
W/ WOOD WRAP
A905
5
H
LEVEL 2-FIN
111' - 1"
LANDING AT STAIR
113' - 7"
ADMISSIONS
229
CONDO LEVEL 3
SOUTH
BALCONY
SOD ROOF AT
CLUB LEVEL 2
SOUTH
TERRACE
SNOWMELTED
LANDING AT
BASE OF STAIR
WALL MTD
SCONCE
CONDO LEVEL 3
PATIO-FIN
121' - 2 1/4"
4 5 64.1
LEVEL 2-FIN
111' - 1"
LANDING AT STAIR
113' - 7"208
CONDO LEVEL 3
PATIO-FIN
121' - 2 1/4"
4 5 64.1
CLUB LEVEL 1 FIN.
FLOOR
99' - 11"
LEVEL 2-FIN
111' - 1"
LANDING AT STAIR
113' - 7"
CONDO LEVEL 3
PATIO-FIN
121' - 2 1/4"
WOOD FRAMED ROOF NON
RATED ASSEMBLY/ STANDING
SEAM/ GUTTER AND HEAT TAPE
A905
6
A905
4
Scale
Date
Drawn By
Project Number
As indicated
9/5/2018 5:56:52 PMA905
SOUTHEAST
EGRESS STAIRSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
3/9/2018
000000
No. Description Date
1/4" = 1'-0"1
CLUB LEVEL 1 SOUTHEAST EGRESS
STAIR PLAN
1/4" = 1'-0"2
CONDO LEVEL 3 SOUTHEAST EGRESS
STAIR PLAN
3
PERSPECTIVE FROM SE CORNER OF
STAIR LOOKING NORTHWEST
1 1/2" = 1'-0"4
SECTION CUT AT HEATED EGRESS PATH
TO STAIRWELL
1 1/2" = 1'-0"5
SECTION FROM HEATED EGRESS PATH
TO CONDO LEVEL 3 STAIR LANDING
1 1/2" = 1'-0" 6
SECTION AT SOUTHEAST STAIR
LANDING
3/16" = 1'-0"7
EAST ELEVATION AT SOUTHEAST
EGRESS STAIR
3/16" = 1'-0"8
WEST ELEVATION AT SOUTHEAST
EGRESS STAIR
1/8" = 1'-0"9
SOUTH ELEVATION OF SOUTHEAST
EAGRESS STAIR
3/16" = 1'-0"10
SECTION AT SOUTHEAST EGRESS STAIR
FACING NORTH
01/22/19
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
STEP CAN
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
STEP STEPSTEPSTEPSTEPSTEP STEP STEP STEP STEP STEP STEP 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.
01/22/19
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
01/22/19
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
01/22/19
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 ANDSNOWBOARD
CLUB 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
01/22/19
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.
01/22/19
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.
01/22/19
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.
01/22/19
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.
01/22/19
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.
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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.
01/22/19
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.
01/22/19
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
01/22/19
UP
CLUB
ELEVATOR
DRIVE CENTERLINE
DRIVE SECTION
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-33
811
DRIVE PLAN
AND PROFILE
C33
09-08-17
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
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.
01/22/19
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.
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
Scale
Date
Drawn By
Project Number
12/13/2018 3:02:30 PMG100
COVERSHEETSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR
10/29/2018
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 AMENDED BUILDING PERMIT SUBMITTAL- DECEMBER 13, 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
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 03.23.2018 RE-SUBMITTAL03.27.2018 Resubmittal12.13.2018 Amend
Bldg Permit
H203 CONDO LEVEL THREE HVAC PLAN x
H204 CONDO LEVEL FOUR HVAC PLAN x
H205 ROOF LEVEL HVAC PLAN X x
P200U UNDERGROUND PIPING PLAN x
P200 GARAGE LEVEL PIPING PLAN x
P201 CLUB LEVEL ONE PIPING PLAN x
P202 CLUB LEVEL TWO PIPING PLAN x
P203 CONDO LEVEL THREE PIPING PLAN x
P204 CONDO LEVEL FOUR PIPING PLAN x
P205 ROOF LEVEL PIPING PLAN x
E0.0 ELECTRICAL COVER SHEET Approver x
E0.1 ELECTRICAL SITE PLAN X x
E1.0 ELECTRICAL POWER PLAN - GARAGE x
E1.1 ELECTRICAL POWER PLAN- 1ST FLOOR Approver x
E1.2 ELECTRICAL POWER PLAN - 2ND FLOOR X x
E1.3 ELECTRICAL ROOF PLAN X x
E2.0 ELECTRICAL LIGHTING PLAN - GARAGE X x
E2.1 ELECTRICAL LIGHTING PLAN - 1ST FLOOR X x
E2.2 ELECTRICAL LIGHTING PLAN - 2ND FLOOR X x
E4.0 ELECTRICAL ONE-LI NE X x
E5.0 ELECTRICAL SCHEDULES X x
E6.0 ELECTRICAL SCHEDULES X x
E7.0 ELECTRICAL SCHEDULES Approver x
FP1 FIRE PROTECTION CLUB LEVEL 1 Approver
FP2 FIRE PROTECTION CLUB LEVEL 2 Approver
FP3 FIRE PROTECTION CONDO LEVEL 3 Approver
FP4 FIRE PROTECTION CONDO LEVEL 4 Approver
FP5 FIRE PROTECTION GARAGE Approver
SHEET LIST
SHEET
# SHEET NAME 03.23.2018 RE-SUBMITTAL03.27.2018 Resubmittal12.13.2018 Amend
Bldg Permit
A602 WINDOW TYPES AND SCHEDULES- CONDO
LEVELS
X X x
A701 ENLARGED EHU PLANS X X x
A704 TRASH ENCLOSURE
A850 DOOR TYPES AND SCHEDULES x
A901 WEST STAIR PLANS AND SECTIONS x
A902 EAST STAIR PLANS AND SECTIONS x
A903A STAIR PLANS, ELEV, SECTIONS Approver X x
A904 STAIR PLANS AND SECTIONS
A950 ELEVATOR 01 PLANS AND SECTIONS
A951 ELEVATOR 02 PLANS AND SECTIONS
A952 ELEVATOR 03 PLANS AND SECTIONS
A510 STANDARD MOUNTING HEIGHTS x
S200 GARAGE FOUNDATION AND FRAMING PLAN X x
S201 CLUB LEVEL ONE FRAMING PLAN x
S202 CLUB LEVEL TWO FRAMING PLAN x
S203 CONDOMINIUM LEVEL THREE FRAMING PLAN x
S204 CONDOMINIUM LEVEL FOUR FRAMING PLAN x
S205 UPPER ROOF FRAMING PLAN x
S300 GENERAL NOTES x
S301 DETAILS x
S302 DETAILS x
S401 DETAILS x
S501 DETAILS x
S502 DETAILS x
S601 DETAILS x
S602 DETAILS x
S701 WALL LOADING DIAGRAM x
M000 MECHANICAL COVER SHEET x
M001 MECHANICAL SITE PLAN x
M100 MECHANICAL SCHEDULES X x
M101 MECHANICAL SCHEDULES x
M102 MECHANICAL SCHEDULES x
M300 MECHANICAL SCHEMATICS x
M301 MECHANICAL SCHEMATICS x
M302 MECHANICAL SCHEMATICS x
M400 MECHANICAL ZONING PLANS x
M500 1/4" SCALE DETAIL PLANS X x
M600 MECHANICAL SPECIFICATIONS x
M601 SEQUENCE OF OPERATION X x
H200 GARAGE LEVEL HVAC PLAN x
H201 CLUB LEVEL ONE HVAC PLAN x
H202 CLUB LEVEL TWO HVAC PLAN x
SHEET LIST
SHEET
# SHEET NAME 03.23.2018 RE-SUBMITTAL03.27.2018 Resubmittal12.13.2018 Amend
Bldg Permit
A113 CONDOMINIUM LEVEL THREE RCP X
A114 CONDOMINIUM LEVEL FOUR RCP X
A115 GARAGE DIMENSION PLAN X x
A116 CLUB LEVEL ONE DIMENSION PLAN X x
A117 CLUB LEVEL 2 DIMENSION PLAN X x
A118 CONDO LEVEL 3 DIMENSION PLAN X x
A119 CONDO LEVEL 4 DIMENSION PLAN X x
A201 NORTH AND WEST ELEVATIONS X x
A202 SOUTH AND EAST ELEVATIONS X x
A248 GARAGE LEVEL - WEST WING ELEVATIONS x
A249 GARAGE LEVEL- EAST WING ELEVATIONS x
A250 GARAGE LEVEL EHU PLANS X X x
A251 CLUB LEVEL 1 WEST ELEVATIONS x
A251.1 CLUB LEVEL 1 EAST ELEVATIONS x
A252 LEVEL 1 MEN'S AND BOYS' BATHROOM X X x
A253 LEVEL 1 WOMEN'S AND GIRLS' BATHROOM X X x
A254 CLUB LEVEL 2 WEST WING x
A256 LEVEL 2 PUBLIC RESTROOMS x
A257 CLUB LEVEL 2 EAST WING x
A301 BUILDING SECTIONS X x
A302 BUILDING SECTIONS X x
A401 WALL SECTIONS X X x
A402 WALL SECTIONS X X x
A403 WALL SECTIONS X X x
A404 WALL SECTIONS X X x
A405 WALL SECTIONS X X x
A406 WALL SECTIONS X X x
A407 WALL SECTIONS x
A408 WALL SECTIONS X X x
A409 LOW GABLE SECTIONS
A501 WALL DETAILS x
A502 EXTERIOR ROOF DETAILS x
A502a EXTERIOR ROOF DETAILS
A503 EXTERIOR WALL TRANSITION DETAILS x
A506 FOUNDATION DETAILS x
A507 EXTERIOR WALL AND BEAM DETAILS X X
A508 MISC. EXTERIOR DETAILS X X x
A509 FLOOR TRANSITION DETAILS x
A570 PARTITION TYPES & FLOOR ASSEMBLIES X X x
A571 WALL TYPES AND FLOOR ASSEMBLIES x
A573 UL DETAILS a
A574 UL DETAILS b
A575 UL DETAILS c
A601 WINDOW TYPES AND SCHEDULE- CLUB
LEVELS
Approver X x
SHEET LIST
SHEET
# SHEET NAME 03.23.2018 RE-SUBMITTAL03.27.2018 Resubmittal12.13.2018 Amend
Bldg Permit
G100 COVERSHEET X x
G200 CODE SUMMARY
G201 LIFE SAFETY PLANS X x
G202 LIFE SAFETY PLANS x
G203 LIFE SAFETY SECTIONS x
G204 LIFE SAFETY PLANS-FUTURE BUILD
OUTCONDOS
Approver x
G300 AREA PLANS x
C-01 GENERAL NOTES & LEGEND
C-11 EXISTING COND'NS & DEMO PLAN
C-12 EXISTING COND'NS & DEMO PLAN
C-21 EROSION CONTROL PLAN (INITIAL)
C-22 EROSION CONTORL PLAN (FINAL)
C-31 DETAILED GRADING PLAN
C-32 DETAILED GRADING PLAN
C-33 DRIVE PLAN AND PROFILE
C-50 OVERALL UTILITY PLAN
C-61 STORM SEWER PLAN & PROFILE
C-62 STORM SEWER PLAN & PROFILE
C-63 PERIMETER DRAIN PLAN
C-81 HORIZONTAL CONTROL PLAN
C-82 HORIZONTAL CONTROL PLAN
C-83 LINE & CURVE TABLES
C-91 SIGNAGE, STRIPING & PAVING PLAN X
C-101 SITE DETAIL
C-102 EROSION CONTROL DETAILS
L-1 LANDSCAPE CONSTRUCTION PLAN
L-2 LANDSCAPE CONSTRUCTION DETAILS
L-3 PLANTING PLAN
L-4 PLANTING NOTES AND DETAILS
A100 GARAGE FLOOR PLAN X X x
A101 CLUB LEVEL ONE FLOOR PLAN X X x
A102 CLUB LEVEL TWO FLOOR PLAN X X x
A103 CONDOMINIUM LEVEL THREE FLOOR PLAN X x
A104 CONDOMINIUM LEVEL FOUR FLOOR PLAN X x
A105 ROOF PLAN X x
A109 GARAGE LEVEL FLOOR FINISH PLAN X x
A109A CLUB LEVEL 1 FLOOR FINISH PLAN X x
A109B CLUB LEVEL 2 FLOOR FINISH PLAN X x
A110 GARAGE LEVEL RCP X
A111 CLUB LEVEL ONE RCP X X
A112 CLUB LEVEL TWO RCP X x
FIRE SAFETY:
SHANER LIFE SAFETY
PO BOX 1073
FRISCO, CO 80443
PH: 970.409.9082
CONTACT: DEBORAH SHANER
DSHANER@SHANERLIFESAFETY.COM
ELECTRICAL ENGINEER:
AE DESIGN
1900 WAZEE ST.
#205
DENVER, CO 80202
PH.720.683.6861
CONTACT: BRYAN JASS
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
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
01/22/19
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
ROUTE A / BROUTE AROUTE A
ROUTE A
ROUTE A
ROUTE A
ROUTE A
ROUTE AROUTE A
ROUTE A R
O
U
T
E A / B
ROUTE AROUTE A
ROUTE A
ROUTE A
ROUTE B
ROUTE B ROUTE A ROUTE AR O U T E B
ROUTE A
ROUTE AROUTE BROUTE B
ROUTE BR O U T E B
RO U T E B
ROUTE B
ROUTE A ROUTE A / BROUTE A ROUTE AROUTE B
DW REF.REF.
ROUTE B ROUTE AROUTE A / B ROUTE A / BROUTE ADN
ROUTE B
ROUTE BDN
ROUTE BROUTE A / B ROUTE A /
BROUTE A /
BROUTE AROUTE AROUTE A / B
ROUTE A
ROUTE BROUTE A / B ROUTE AROUTE B ROUTE BROUTE AUP
DDW
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
GATE
GATE
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 CLUB
LEVELS
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
126' TO PUBLIC WAY
156' TO PUBLIC WAY
123' TO PUBLIC WAY
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
44' TO PROTECTED EGRESS
102' TO PROTECTED EGRESS
RT A - 148' TO PROTECTED EGRESS
RT B - 151' TO PROTECTED EGRESS
RT A - 125' TO PROTECTED EGRESS
RT B - 146' TO PROTECTED EGRESS
RT A - 182' TO PROTECTED EGRESS
RT B - 142' TO PROTECTED EGRESS
OCCUPANT LOAD AT
EXIT STAIRS 171
OCCUPANT LOAD AT
EXIT STAIRS 171
OCCUPANT LOAD
AT
EXIT STAIRS FROM
CLUB LEVEL 1=171
OCCUPANT LOAD AT
EXIT STAIRS 171 OCCUPANT LOAD AT
EXIT STAIRS FROM
CONDO LEVELS 3 AND
4 (BOTH EAST AND
WEST UNITS)-56
CENTRAL CLUB
STAIR IS NOT
ENCLOSED AT
CLUB LEVEL 2
DECK
DECK
..
..
TV
UP
RT A - 120' TO PROTECTED EGRESS
ROUTE B EGRESS TRAVEL
FROM CONDO LEVEL 4 TO
EGRESS AT CLUB LEVEL 2
EXTERIOR GRADE - (BOTTOM
OF STAIRS)92' + 203"=295'
ROUTE A EGRESS TRAVEL
FROM CONDO LEVEL 4 TO
PROTECTED EGRESS AT
CONDO LEVEL 3 -(BOTTOM OF
STAIRS ) 92'+ 92'=184'
SNOWMELTED PAVERS AT
EGRESS PATH
ROUTE A EGRESS TRAVEL
FROM CONDO LEVEL 4 TO
PROTECTED EGRESS AT
CONDO LEVEL 3 -(BOTTOM OF
STAIRS )100'+ 87'=187'
ROUTE B EGRESS TRAVEL FROM
CONDO LEVEL 4 TO CLUB
LEVEL 2 EXTERIOR GRADE-
(BOTTOM OF STAIRS)100' + 130"=
230'
STAIR
ENCLOSURE(PRO
TECTED EGRESS)
AT MID LANDING.
2 HOUR
SEPARATION
WITH RATED
WALL, ROOF AND
DOOR ASSEMBLY
W/ PANIC
HARDWARE
STAIR
ENCLOSURE
(PROTECTED
EGRESS) AT MID
LANDING. 2 HOUR
SEPARATION
WITH RATED
WALL, ROOF AND
DOOR ASSEMBLY
W/ PANIC
HARDWARE
STAIR EGRESS
FROM CONDO
LEVEL 3 TO CLUB
LEVEL 2 IS A NON
RATED STAIR
ASSEMBLY
DECK
Scale
Date
Drawn By
Project Number
3/32" = 1'-0"12/13/2018 1:57:57 PMG201
LIFE SAFETY
PLANSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
3/32" = 1'-0"
1 GARAGE EGRESS PLAN
3/32" = 1'-0"
2 CLUB LEVEL 1 EGRESS PLAN
3/32" = 1'-0"
6
CLUB LEVEL 2
EGRESS PLAN
3/32" = 1'-0"
3
EAST CONDO LEVEL 3 EGRESS
PLAN
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
ROUTE A / BUP
W D
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
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 ADMISSIONS
OFFICE
109
DAY USE
ATHLETE AREA
126
DAY USE
ATHLETE AREA
126
B B
B
R-2
R-2
LEVEL 4 INT.
131' - 9"
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
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
EAST STAIR
ES0
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
S-2
BB
R-2
R-2
R-2
R-2
B B B
B
R-2S-2
B
BB
STAIR
ENCLOSURE(PROTECTED
EGRESS) AT MID LANDING.
2 HOUR HORIZ.
SEPARATION WITH RATED
WALL AND DOOR
ASSEMBLY WITH PANIC
HARDWARE
CENTRAL CLUB STAIR IS
NOT ENCLOSED AT CLUB
LEVEL 2
LEVEL 4 INT.
131' - 9"
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
.. . .
BALCONY BALCONY
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
MECH.
ROUTE A/B EGRESS TRAVEL
FROM CONDO LEVEL 4 TO
BOTTOM OF STAIRS AT CONDO
LEVEL 3 - 92'
ROUTE A/B EGRESS TRAVEL
FROM CONDO LEVEL 4 TO
BOTTOM OF STAIRS AT CONDO
LEVEL 3 - 100'
BALCONY
Scale
Date
Drawn By
Project Number
As indicated
12/13/2018 1:58:11 PMG202
LIFE SAFETY
PLANSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
1/8" = 1'-0"
1 CODE SECTION 01
1/8" = 1'-0"
2 CODE SECTION 02
1/8" = 1'-0"4 CONDO LEVEL 4 CODE PLAN
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
LEVEL 1
99' - 7"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
120' - 10 1/2"
T.O. CHIMNEY
149' - 0"
C F H JB
G
A C .1
MECH.
140' - 0"
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
TEMP. OFFICES
225
RECEPTION HALL
201
BOARD ROOM
202
BREEZEWAY
101
DAY USE
ATHLETE AREA
126
GARAGE
G01
MECH / JANITOR
G05
OFFICE
G07
1HR SEPARATION
E
STAIR EGRESS
FROM CONDO
LEVEL 3 TO CLUB
LEVEL 2 IS A NON
RATED STAIR
ASSEMBLY
CENTRAL CLUB
STAIR IS NOT
ENCLOSED AT
CLUB LEVEL 2
LANDING AT STAIR
113' - 7"
LEVEL 4 INT.
131' - 9"
LEVEL 3
120' - 10 1/2"
1 4 5 631.10.1
T.O. CHIMNEY
149' - 0"
MECH.
140' - 0"
GARAGE
G01
BOILER ROOM
G09
EAST STAIR
ES0
BREEZEWAY
101
CLUB ROOM
207
EAST STAIR
ES1
ALPINE COACHES
WORK STATIONS
102
MECH
209
WOMEN'S
RESTROOM
212
MEN'S
RESTROOM
213
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)
CLUB ROOM
207
CENTRAL CLUB
STAIR IS NOT
ENCLOSED AT
CLUB LEVEL 2
LEVEL 4 INT.
131' - 9"
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
12/13/2018 1:58:22 PMG203
LIFE SAFETY
SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
1/8" = 1'-0"1 Transverse Section - CODE
1/8" = 1'-0"2 Longitudinal Section - CODE
3/32" = 1'-0"
WALL LEGEND Copy 1 Copy 1
No. Description Date
2 CLUB 1& 2 TI
SUBMITTAL
10.22.201
8
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
ROUTE A / BUP
W D
ROUTE AROUTE A / BROUTE A / BROUTE ADN
ROUTE B
ROUTE BROUTE BROUTE A / B ROUTE A /
BROUTE A /
BROUTE AROUTE AROUTE A / B
ROUTE A
ROUTE BROUTE A / B ROUTE AROUTE B DN
ROUTE BROUTE AREF.
UP
D
DW
.. . .
BALCONY BALCONY
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
MECH.
ROUTE A/B EGRESS TRAVEL
FROM CONDO LEVEL 4 TO
BOTTOM OF STAIRS AT CONDO
LEVEL 3 - 92'
ROUTE A/B EGRESS TRAVEL
FROM CONDO LEVEL 4 TO
BOTTOM OF STAIRS AT CONDO
LEVEL 3 - 100'
BALCONY
WEST CONDO
EAST CONDO
WEST CONDO- FUTURE BUILD
OUT/ SEPARATE BLDG PERMIT
EAST CONDO- FUTURE BUILD
OUT/ SEPARATE BLDG PERMIT
DECK
DECK
..
..
TV
UP
RT A - 121' TO PROTECTED EGRESS
SNOWMELTED PAVERS AT
EGRESS PATH
DECK
SNOWMELTED PAVERS AT
EGRESS PATH
BOTTOM OF CONDO 3 STAIRS
100' FROM FARTHEST POINT AT
CONDO LEVEL 4
BOTTOM OF CONDO 3 STAIRS
92' FROM FARTHEST POINT AT
CONDO LEVEL 4
WEST CONDO
EAST CONDO- FUTURE BUILD
OUT/ SEPARATE BLDG PERMIT
ROUTE B EGRESS TRAVEL
FROM CONDO LEVEL 4 TO
EGRESS AT CLUB LEVEL 2
EXTERIOR GRADE - (BOTTOM
OF STAIRS)92' + 203'=295'
ROUTE A EGRESS TRAVEL
FROM CONDO LEVEL 4 TO
PROTECTED EGRESS AT
CONDO LEVEL 3 -(BOTTOM OF
STAIRS ) 92'+ 92'=184"
ROUTE A EGRESS TRAVEL
FROM CONDO LEVEL 4 TO
PROTECTED EGRESS AT
CONDO LEVEL 3 -(BOTTOM OF
STAIRS )100'+ 87'=187'
ROUTE B EGRESS TRAVEL FROM
CONDO LEVEL 4 TO CLUB
LEVEL 2 EXTERIOR GRADE-
(BOTTOM OF STAIRS)100' + 130"=
230'
STAIR
ENCLOSURE(PROTECTED
EGRESS) AT MID LANDING.
2 HOUR SEPARATION WITH
RATED WALL AND DOOR
ASSEMBLY WITH PANIC
HARDWARE
STAIR
ENCLOSURE
(PROTECTED
EGRESS) AT MID
LANDING. 2 HOUR
SEPARATION
WITH RATED
WALL AND DOOR
ASSEMBLY W/
PANIC
HARDWARE
STAIR EGRESS FROM
CONDO LEVEL 3 TO
CLUB LEVEL 2 IS A NON
RATED STAIR
ASSEMBLY
STANDING SEAM ROOF,
GUTTER, HEATTAPE,
THROUGH WALL SCUPPER
WITH DOWNSPOUT
WEST CONDO- FUTURE BUILD
OUT/ SEPARATE BLDG PERMIT
Scale
Date
Drawn By
Project Number
3/16" = 1'-0"12/14/2018 11:00:38 AMG204
LIFE SAFETY
PLANS-FUTURE
BUILD
OUTCONDOSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
10/29/2018
000000
3/16" = 1'-0"1
CONDO LEVEL 4 FUTURE BUILD OUT-
ENLARGED EGRESS PLAN
3/16" = 1'-0"2
CONDO LEVEL 3 FUTURE BUILD OUT-
ENLARGED EGRESS PLAN
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
UP
DN
UP
DNUP
UP
DN
UP
UP
DN
DN
DN UP
DW REF.REF.
DN
DN
UP
UP
1 4 5 6
3
4.1
1.1 0.1
C
F
H
J
B
G
C .1
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 63
4.1
1.1 0.1
C
F
H
B
G
C .1
2
D
B
R-2
R-2
B
A-2 5810.99 SF
1301.12 SF
2556.74 SF
147.07 SF
14.52 SF
E
B.24
1 4 5 63
4.1
1.1 0.1
C
F
H
B
G
C .1
2
D
R-2 R-2
2784.57 SF 3110.39 SF
E
B.24
1 4 5
3
1.1 0.1
C
F
G
C .1
2
D
R-2
2476.40 SF
R-2
1626.90 SF
E
MECH
MECH
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
2958.68 SF
1280.96 SF
1518.01 SF
8180.68 SF
216.52 SF
1737.15 SF
7112.12 SF
2556.74 SF
161.59 SF EAST: 3110.36 SF
WEST: 2784.57 SF
EAST: 2476.40 SF
WEST: 1626.90 SF
1 4 5 6
3
4.1
1.10.1
C
F
H
J
B
G
C .1
2
D
S-2
S-2
S-28180.68 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
2958.68 SF
S-1
1518.01 SF
R-2
R-2
34.24 SF
Scale
Date
Drawn By
Project Number
As indicated
12/14/2018 11:02:10 AMG300
AREA PLANSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAUTHOR
10/29/2018
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
3/32" = 1'-0"1 GARAGE
No. Description Date
4 AMENDED BLDG
PERMIT PHASE
1
11.30.201
8
12.13.2018
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
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
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CFM/sq ft
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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.
7KURXJK3HQHWUDQW 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
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& &RSSHU 3LSH ² 1RP LQ PP GLDP RU VPDOOHU 5HJXODU RU KHDYLHU FRSSHU SLSH
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) &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 NJP 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 )621( 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 ILUHUDWHG J\SVXP ZDOOERDUGVWXG 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.
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$ )LOO 9RLG RU &DYLW\ 0DWHULDO²6HDODQW 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 )621( 6HDODQW &36 (ODVWRPHULF
Firestop Sealant or CP606 Flexible Sealant.
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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
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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
01/22/19
01/22/19
01/22/19
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.)
+:65 ´ SLSH DQG VPDOOHU 1.5
+:65 ´ 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 VQDSRQ ´ 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 59DOXH 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 ³SDLQWORFN´ 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
01/22/19
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 '$7 VHWSRLQW VKDOO EH ) DGM +HDWLQJ ZDWHU SXPS 3DE ZLOO DOUHDG\ EH
running (see"Pumps" sequence for additional information on P-12a/b).
e. HEATING: Upon a call for heating, fan shall start and 2-way modulating control valve shall fully open. Heating water pump P-12a/b
will already be running (see"Pumps" sequence for additional information on P-12a/b).
f. (&2120,=(5 &22/,1* ,I 26$ 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 '$7 VHWSRLQW VKDOO EH ) DGM +HDWLQJ ZDWHU SXPS 3DE ZLOO DOUHDG\ EH
running (see"Pumps" sequence for additional information on P-12a/b).
e. HEATING: Upon a call for heating, fan shall start and 2-way modulating control valve shall fully open. Heating water pump P-12a/b
will already be running (see"Pumps" sequence for additional information on P-12a/b).
f. (&2120,=(5 &22/,1* ,I 26$ 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 '$7 VHWSRLQW VKDOO EH ) DGM +HDWLQJ ZDWHU SXPS 3DE ZLOO DOUHDG\ EH
running (see"Pumps" sequence for additional information on P-12a/b).
d. HEATING: Upon a call for heating, fan shall start and 2-way modulating control valve shall fully open. Heating water pump P-12a/b
will already be running (see"Pumps" sequence for additional information on P-12a/b).
e. (&2120,=(5 &22/,1* ,I 26$ 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 3DE ZLOO DOUHDG\ EH UXQQLQJ VHH3XPSV 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 3DE 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
01/22/19
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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.
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SCALE:
MOUNTING HEIGHTS DETAIL
1
E0.0 N.T.S.
SCALE:
TELE/DATA/CATV RISER DIAGRAM2
E0.0 NONE
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
NONE
E0.0
ELECTRICAL
COVER SHEET
01/22/19
AWAR
D
S
PODIU
M
LARGE
BOULD
E
R
BLOCK
S
SNOW
STORA
G
E
- 1,050 S.F.
TOTAL
(10% OF EXPOS
E
D
PAVED
AREA)
SNOW
STORA
G
E
SNOW
STORA
G
E
- S.F. TOTAL
(10%
OF EXPOS
E
D
PAVED
AREA)
UP
UP
CLUB
ELEVATOR
IRRIGA
TI
O
N
CONTR
O
L
L
E
R
AND STUB-
O
U
T
LOCATI
O
N
SCALE:
ELECTRICAL SITE PLAN1
E0.1 1" = 10'
NORTH
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
1" = 10'
E0.1
ELECTRICAL
SITE PLAN
01/22/19
UP
UP
UP
DN
FD FD FD FD
FD
FD
FD
FD
SCALE:
ELECTRICAL POWER PLAN - GARAGE1
E1.0 1/8" = 1'-0"
NORTH
GARAGE
G01
ELEV. EQUIP
G14
BOILER ROOM
G09
EAST STAIR
ES0
MECH
G02
CLUB STORAGE
G13
TUNE SHOP
RECEPTION
G03
EHU
G16
EHU STUDIO -
TYPE B UNIT
G15
CLUB STORAGE
G08
WEST STAIR
WS0
ELEV
VEST
G10
TRASH/RECYCLE-E
G11
WATER ENTRY
G12
EL. VEST
G18
ELECTRICAL PANELS
G17
TECH SHOP
G04
OFFICE
G07
MECH /
JANITOR
G05
EAST
PENTHOUSE
WORKSHOP
G21
EAST PENTHOUSE
STORAGE
G20
LOCKERS
G06
G19
WEST
PENTHOUSE
STORAGE
EQUIP
ROOM
177
SIDEWALL
ROOM
175
TRASH/
RECYCLE
G23
CLUB
ELEVATOR 1
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
1/8" = 1'-0"
E1.0
ELECTRICAL
POWER PLAN -
GARAGE
01/22/19
UP
UP
DN
UP
DN
UP
DN
UP
1
1
4
4
5
5
6
63
4.1 1.1
1.1
0.1
0.1
C C
F F
H H
J J
B
G G
A
C .1
C .1
2
D D
E E
SCALE:
ELECTRICAL POWER PLAN - 1ST FLOOR1
E1.1 1/8" = 1'-0"
NORTH1' - 4 5/8"BOOT ROOM
121
GATE REPAIR
113
WEST LOCKER
HALL
133
MENS BATHROOM
135
BOYS BATHROOM
128
STAFF SKIS
340
ATHLETE SKIS
341 MECH.
150 ELECTRICAL
151
GIRLS
132WOMENS
BATHROOM
136
EAST LOCKER
HALL
127
GIRLS
BATHROOM
129
GATE STORAGE
130 COACHES
131
PATIO STAIR
EAST
PSE1
DAY USE
ATHLETE AREA
126
WEST STAIR
WS1
WEST ELEV VEST
118
WEST
PENTHOUSE
STORAGE
117
WEST
BREEZEWAY
116
WEST CONDO
ELEV.
326
BREEZEWAY
101
CONF./ MEET AND
GREET
108
ADMISSIONS
OFFICE
109
103
CONF
104
CONF.
105
OFFICE
106
OFFICE
107
SNOWBOARD
OFFICE
138
CONF.
139
F.ST./F.SK.
OFFICE
140
FREE SKI/STYLE
DIR.OFFICE
142
F.ST./F.SK.
OFFICE
141
CLUB ELEVATOR
324
CENTRAL
STAIR
CS1
AV
134
EAST STAIR
ES1
EAST PENTHOUSE
SKI ROOM
149
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
1/8" = 1'-0"
E1.1
ELECTRICAL
POWER PLAN -
1ST FLOOR
01/22/19
UP
UP
DN
UP
DN
UP
DN
UP
1
1
4
4
5
5
6
63
4.1 1.1
1.1
0.1
0.1
C C
F F
H H
J J
B
G G
A
C .1
C .1
2
D D
E E
SCALE:
ELECTRICAL POWER PLAN - 1ST FLOOR1
E1.1 1/8" = 1'-0"
NORTH1' - 4 5/8"BOOT ROOM
121
GATE REPAIR
113
WEST LOCKER
HALL
133
MENS BATHROOM
135
BOYS BATHROOM
128
BOYS LOCKER
ROOM 1
114
MENS LOCKER
ROOM 1
111
BOYS LOCKER
ROOM 2
124
MENS LOCKER
ROOM 2
123
BOYS LOCKER
ROOM 3
125
STAFF SKIS
340
ATHLETE SKIS
341 MECH.
150 ELECTRICAL
151
GIRLS
132WOMENS
BATHROOM
136
GIRLS LOCKER
ROOM 2
145
EAST LOCKER
HALL
127
WOMENS LOCKER
ROOM 2
148
GIRLS
BATHROOM
129
GATE STORAGE
130 COACHES
131
GIRLS LOCKER
ROOM 1
144
GIRLS LOCKER
ROOM 3
146
WOMENS LOCKER
ROOM 1
147
PATIO STAIR
EAST
PSE1
DAY USE
ATHLETE AREA
126
WEST STAIR
WS1
WEST ELEV VEST
118
WEST
PENTHOUSE
STORAGE
117
WEST
BREEZEWAY
116
WEST CONDO
ELEV.
326
ALPINE COACHES
WORK STATIONS
102
BREEZEWAY
101
CONF./ MEET AND
GREET
108
ADMISSIONS
OFFICE
109
WEST HALLWAY
110
103
CONF
104
CONF.
105
OFFICE
106
OFFICE
107
SNOWBOARD
OFFICE
138
CONF.
139
F.ST./F.SK.
OFFICE
140
FREE SKI/STYLE
DIR.OFFICE
142
F.ST./F.SK.
OFFICE
141
CLUB ELEVATOR
324
CONF.
342
CENTRAL
STAIR
CS1
AV
134
EAST STAIR
ES1
EAST PENTHOUSE
SKI ROOM
149
ACROBATICS
WORK
137
EAST HALLWAY
115
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
1/8" = 1'-0"
E1.1TI
ELECTRICAL
POWER PLAN -
1ST FLOOR TI
01/22/19
DN
DN
DN
UP
DN
DN
DN UP
DW REF. REF.
1
1
4
4
5
5
6
6
3
3
4.1 1.1
1.1
0.1
0.1
C C
F F
H H
J J
B
G G
A
C .1
C .1
2
2
D D
E E
B.24
SCALE:
ELECTRICAL POWER PLAN - 2ND FLOOR1
E1.2 1/8" = 1'-0"
NORTH
CLUB ROOM
207
BOARD ROOM
202
WEST STAIR
WS2
MECH
209
ELEC
206
GYM
203
KITCHEN
205
KITCH.
216
RECEPTION HALL
201
WOMEN'S
RESTROOM
212
MEN'S
RESTROOM
213
RACE INFO DESK
233
STORAGE
208
PATIO STAIR
EAST
PSE2
MEMBER
LOCKERS
225
WEST
PENTHOUSE SKI
STORAGE
237
EAST PENTHOUSE
SKI STORAGE
236
WEST ELEV VEST
210
EAST ELEV VEST
211
HANGING
234
ADMISSIONS
229
HALL
159
SHELVES
160
MECH.
347
COO
179
EXEC OFFICE
220
FINANCE
OFFICE
218
ACCOUNTANT
217
MECH.
345
BOOKKEEPER
346
SMALL CONF.
170
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
1/8" = 1'-0"
E1.2
ELECTRICAL
POWER PLAN -
2ND FLOOR
01/22/19
DN
DN
DN
UP
DN
DN
DN UP
DW REF. REF.
1
1
4
4
5
5
6
6
3
3
4.1 1.1
1.1
0.1
0.1
C C
F F
H H
J J
B
G G
A
C .1
C .1
2
2
D D
E E
B.24
SCALE:
ELECTRICAL POWER PLAN - 2ND FLOOR1
E1.2 1/8" = 1'-0"
NORTH
CLUB ROOM
207
BOARD ROOM
202
WEST STAIR
WS2
MECH
209
ELEC
206
GYM
203
KITCHEN
205
KITCH.
216
RECEPTION HALL
201
WOMEN'S
RESTROOM
212
MEN'S
RESTROOM
213
RR
224RACE INFO DESK
233
STORAGE
208
PATIO STAIR
EAST
PSE2
MEMBER
LOCKERS
225
WEST
PENTHOUSE SKI
STORAGE
237
EAST PENTHOUSE
SKI STORAGE
236
WEST ELEV VEST
210
EAST ELEV VEST
211
HANGING
234
ADMISSIONS
229
HALL
159
SHELVES
160
MECH.
347
COO
179
MEMBER
SERVICES
226
DEV./EVENTS
222
EXEC OFFICE
220
FINANCE
OFFICE
218
ACCOUNTANT
217
MECH.
345
STAFF LOUNGE
215
BOOKKEEPER
346
SMALL CONF.
170
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
1/8" = 1'-0"
E1.2TI
ELECTRICAL
POWER PLAN -
2ND FLOOR TI
01/22/19
1
1
4
4
5
5
6
62 3
4.1
1.1 1.2
0.1
0.1
C C
E E
F
H H
D
J J
B
G G
A
C .1
C .1
SCALE:
ELECTRICAL ROOF PLAN1
E1.3 1/8" = 1'-0"
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
1/8" = 1'-0"
E1.3
ELECTRICAL
POWER PLAN -
ROOF
01/22/19
UP
UP
UP
DN
FD FD FD FD
FD
FD
FD
FDREF.REF.
OR
SCALE:
ELECTRICAL LIGHTING PLAN - GARAGE1
E2.0 1/8" = 1'-0"
NORTH
GARAGE
G01
ELEV. EQUIP
G14
BOILER ROOM
G09
EAST STAIR
ES0
MECH
G02
CLUB STORAGE
G13
TRASH/RECYCLE
G23
EHU
G16
EHU STUDIO -
TYPE B UNIT
G15
CLUB STORAGE
G08
WEST STAIR
WS0
ELEV
VEST
G10
TRASH/RECYCLE-E
G11
WATER ENTRY
G12
EL. VEST
G18
ELECTRICAL
PANELS
G17
TECH SHOP
G04 OFFICE
G07
MECH /
JANITOR
G05
EAST
PENTHOUSE
WORKSHOP
G21
EAST PENTHOUSE
STORAGE
G20
LOCKERS
G06
G19
WEST
PENTHOUSE
STORAGE
EQUIP
177
SIDEWALL
ROOM
175
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
1/8" = 1'-0"
E2.0
ELECTRICAL
LIGHTING PLAN
GARAGE
01/22/19
1
1
4
4
5
5
6
63
4.1
1.1
0.1
0.1
C C
F
H H
J J
B
G G
A
C .1
C .1
2
D
E
F.D.
*AFF
*AFF
*AFF *AFF
*AFF
*AFF
*AFF
*AFF
1' - 4 5/8"SCALE:
ELECTRICAL LIGHTING PLAN - 1ST FLOOR1
E2.1 1/8" = 1'-0"
NORTH
CENTRAL
STAIR
CS1
WEST STAIR
WS1
EAST STAIR
ES1
MECH.
150
GIRLS SKI
STORAGE
134
ELECTRICAL
151
WOMENS
BATHROOM
136
GATE REPAIR
119
MECH
122
BREEZEWAY
101
138
WEST LOCKER
HALL
133
WEST ELEV VEST
118
WEST
PENTHOUSE
STORAGE
117
WEST
BREEZEWAY
116
GATE REPAIR
119
BOOT
ROOM
121
MENS BATHROOM
135
BOYS BATHROOM
128
DAY USE
ATHLETE AREA
126
EAST LOCKER
HALL
127
GIRLS
BATHROOM
129
EAST PENTHOUSE
STORAGE
149
PATIO STAIR
EAST
PSE1
GIRLS
132
COACHES
131
GATE REPAIR
113
103
CONF
104
CONF.
105
OFFICE
106
OFFICE
107
SNOWBOARD
OFFICE
138
CONF.
139
F.ST./F.SK.
OFFICE
140
FREE SKI/STYLE
DIR. OFFICE
142
F.ST./F.SK.
OFFICE
141
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
1/8" = 1'-0"
E2.1
ELECTRICAL
LIGHTING PLAN
1ST FLOOR
01/22/19
1
1
4
4
5
5
6
63
4.1
1.1
0.1
0.1
C C
F
H H
J J
B
G G
A
C .1
C .1
2
D
E
F.D.
*AFF
*AFF
*AFF *AFF
*AFF
*AFF
*AFF
*AFF
1' - 4 5/8"SCALE:
ELECTRICAL LIGHTING PLAN - 1ST FLOOR1
E2.1 1/8" = 1'-0"
NORTH
CENTRAL
STAIR
CS1
WEST STAIR
WS1
EAST STAIR
ES1
MECH.
150
GIRLS SKI
STORAGE
134
ELECTRICAL
151
WOMENS
BATHROOM
136
GATE REPAIR
119
MECH
122
BREEZEWAY
101
138
WEST LOCKER
HALL
133
WEST ELEV VEST
118
WEST
PENTHOUSE
STORAGE
117
WEST
BREEZEWAY
116
GATE REPAIR
119
BOOT
ROOM
121
MENS BATHROOM
135
BOYS BATHROOM
128
DAY USE
ATHLETE AREA
126
EAST LOCKER
HALL
127
GIRLS
BATHROOM
129
EAST PENTHOUSE
STORAGE
149
PATIO STAIR
EAST
PSE1
GIRLS
132
COACHES
131
GATE REPAIR
113
BOYS LOCKER
ROOM 1
114
MENS LOCKER
ROOM 1
111
BOYS LOCKER
ROOM 2
124
MENS LOCKER
ROOM 2
123
BOYS LOCKER
ROOM 3
125
GIRLS LOCKER
ROOM 2
145
WOMENS LOCKER
ROOM 2
148
GIRLS LOCKER
ROOM 1
144
GIRLS LOCKER
ROOM 3
146
WOMENS LOCKER
ROOM 1
147
ALPINE COACHES
WORK STATIONS
102
WEST HALLWAY
110
ACROBATICS
WORK
137
EAST HALLWAY
115
103
CONF
104
CONF.
105
OFFICE
106
OFFICE
107
SNOWBOARD
OFFICE
138
CONF.
139
F.ST./F.SK.
OFFICE
140
FREE SKI/STYLE
DIR. OFFICE
142
F.ST./F.SK.
OFFICE
141
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
1/8" = 1'-0"
E2.1TI
ELECTRICAL
LIGHTING PLAN-
1ST FLOOR TI
01/22/19
DN
UP
1
1
4
4
5
5
6
63
4.1
1.1
0.1
0.1
C C
F
H H
J J
B
G G
A
C .1
C .1
VAULTED
2
D
E
*SOFFIT
SCALE:
ELECTRICAL LIGHTING PLAN - 2ND FLOOR1
E2.1 1/8" = 1'-0"
NORTH
CLUB ROOM
207
BOARD ROOM
202
WEST STAIR
WS2
MECH
209
ELEC
206
GYM
203
KITCHEN
205
RECEPTION HALL
201
WOMEN'S
RESTROOM
212
MEN'S
RESTROOM
213
HANGING
234
RACE INFO DESK
233
STORAGE
208
SHELVES
160
PATIO STAIR
EAST
PSE2
LOCKER
225
ADMISSIONS
229
HALL
159
MEMBER
SERVICES
226
ADMIS. OFFICE
217
FINANCE OFFICE
218
EXEC OFFICE
220
WEST
PENTHOUSE SKI
STORAGE
237
COO
179
EAST PENTHOUSE
SKI STORAGE
236
WEST ELEV VEST
210
EAST ELEV VEST
211
MECH
347
MECH.
345
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
1/8" = 1'-0"
E2.2
ELECTRICAL
LIGHTING PLAN-
2ND FLOOR
01/22/19
DN
UP
1
1
4
4
5
5
6
63
4.1
1.1
0.1
0.1
C C
F
H H
J J
B
G G
A
C .1
C .1
VAULTED
2
D
E
*SOFFIT
SCALE:
ELECTRICAL LIGHTING PLAN - 2ND FLOOR1
E2.1 1/8" = 1'-0"
NORTH
CLUB ROOM
207
BOARD ROOM
202
WEST STAIR
WS2
MECH
209
ELEC
206
GYM
203
KITCHEN
205
RECEPTION HALL
201
WOMEN'S
RESTROOM
212
MEN'S
RESTROOM
213
HANGING
234
RACE INFO DESK
233
STORAGE
208
SHELVES
160
PATIO STAIR
EAST
PSE2
LOCKER
225
ADMISSIONS
229
HALL
159
MEMBER
SERVICES
226
ADMIS. OFFICE
217
FINANCE OFFICE
218
EXEC OFFICE
220
WEST
PENTHOUSE SKI
STORAGE
237
COO
179
EAST PENTHOUSE
SKI STORAGE
236
WEST ELEV VEST
210
EAST ELEV VEST
211
MECH
347
MECH.
345
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
1/8" = 1'-0"
E2.2TI
ELECTRICAL
LIGHTING PLAN-
2ND FLOOR TI
01/22/19
SCALE:
ELECTRICAL ELEVATOR RISER DIAGRAM2
E4.0 NTSSCALE:
LIFT STATION GENERATOR DIAGRAM 3
E4.0 NTS
SCALE:
ELECTRICAL ONE-LINE DIAGRAM1
E4.0 NTS
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
NONE
E4.0
ELECTRICAL
ONE-LINE
DIAGRAM
01/22/19
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
NONE
E5.0
ELECTRICAL
SCHEDULES
01/22/19
CUBICLES
NORTH
SCALE:
DIGITAL SWITCH DETAIL
3
E400 N/A
CHELSEA TYPE DIGITAL SWITCH
SCALE:
LIGHTING CONTROL SCHEMATIC1
E400 N/A
SCALE:
WALL STATION BUTTON LABELS
2
E400 N/A
ALL
ON/OFF
DOWN
LIGHTS
ALL
ON/OFF
LINEARS DAYLIGHT
LINEARS
RECEPT
TRACK SPARE
RECEPT
ALPINE
/ACROB
DOWN
LIGHTS
DOWN
LIGHTS
DAYLIGHT
DOWNS
GYM
DAYLIGHT
GYM ALL
ON/OFF
SPARE SPARE
SOUTH
HALL
STAFF
TABLE
STAFF
LOUNGE
DAY USE
ATHLETE
ZONE 1
ZONE 2
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
NONE
E6.0
ELECTRICAL
SCHEDULES
01/22/19
Scale
Date
Drawn By
Project Number
3/23/2015 4:16:37 PMSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEREVISED BLDG PERMIT 09-15-17
Description Date
01
No.
AEDESIGN
SEPT. 15, 2017
2847.00
AE DESIGN
Integrated Lighting and Electrical Solutions
1900 Wazee Street #205 Denver, CO 80202 303.296.3034
aedesign-inc.com Project #:2847.00
BLDG PERMIT CORR. 11-16-1702
REVISION 3 03-08-1803
REVISION 3 - UPDATE 03-22-1803
10-18-1804 BLDG PERMIT AMEND-
MENT AND TI
NONE
E7.0
ELECTRICAL
SCHEDULES
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
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01/22/19
01/22/19
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01/22/19
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01/22/19
01/22/19
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
01/22/19
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
01/22/19
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.
01/22/19
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.
01/22/19
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.
01/22/19
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
01/22/19
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.
01/22/19
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.
01/22/19
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.
01/22/19
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.
01/22/19
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.
01/22/19
10
7. APPENDICES
01/22/19
APPENDIX A
MAPS
1. VICINITY MAP
2. FLOOD INSURANCE RATE MAP (FIRM #08037C0468D)
01/22/19
SITE LOCATION
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
C 5 C100
RUNOFF_SUMMARY
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H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Existing-FDR.xlsm
01/22/19
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
01/22/19
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
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H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Proposed-FDR.xlsm
01/22/19
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
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H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Proposed-FDR.xlsm
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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
C 5 C100
RUNOFF_SUMMARY
4/6/2015 3:04 PM
H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Proposed-FDR.xlsm
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
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)
01/22/19
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
01/22/19
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
01/22/19
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
01/22/19
APPENDIX F
DRAINAGE PLANS
01/22/19
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
01/22/19
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
01/22/19
clarify size water
main for fire
protection
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
01/22/19
TRANSMITTAL FORM
Project Street Address:
__________ ______________________________ ___________
(Number) (Street) (Suite #)
Building/Complex Name: ________________________________
Building Permits:
Revised ADDITIONAL Valuations (Labor & Materials)
(DO NOT include original valuation)
Building: $_____________________
Plumbing: $_____________________
Electrical: $_____________________
Mechanical: $_____________________
Total: $_____________________
Description of Transmittal/ List of Changes, Items Attached,
Indicate changed plan pages:
__________________________________________________
__________________________________________________
__________________________________________________
__________________________________________________
__________________________________________________
__________________________________________________
__________________________________________________
(use additional sheet if necessary)
Application/Permit #(s) information applies to: ________________________________
( ) Revisions ( ) Response to Correction Letter ___attached copy of correction letter
( ) Deferred Submittal ( ) Other
Use this form when submitting additional information, changes & inspection reports for building permits.
This form is also used for requesting a revision to building permits. A two hour minimum building review
fee of $110 will be charged upon reissuance of the permit.
Submit this form only to: cdev_submittal@vailgov.com. Deliver paper plans to Community Develop-
ment or upload your revised/corrected plans to the appropriate project in ProjectDox, when requested.
Date Received:
Department of Community Development
75 South Frontage Road
Vail, CO 81657
Tel: 970.479.2139
www.vailgov.com
Applicant Information
(architect, contractor, owner/owner’s rep)
Contact Name: ________________________________________
Address:
City _____________________ State: _______ Zip: ____________
Contact Name: _________________________________________
Contact Phone: _________________________________________
Contact E-Mail: _________________________________________
I hereby acknowledge that I have read this application, filled out
in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to
comply with the information and plot plan, to comply with all Town
ordinances and state laws, and to build this structure according
to the town's zoning and subdivision codes, design review ap-
proved, International Building and Residential Codes and other
ordinances of the Town applicable thereto.
X___________________________________________________
Owner/Owner’s Representative Signature (Required)
21-Apr-2017
DRB18-0599
H
598 Vail Valley Drive
Ski and snowboard Club Vail
Heather Barrie
710 West Lionshead Circle
Amended Building Permit. for structural, electrical
mech, and arch
Vail co 81657
Heather Barrie
970-477-2990
heather@khwebb.com
01/22/19