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Date
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Project Number
9/15/2017 5:38:43 PMG100
COVERSHEETSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
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
CODE:
INTERNATIONAL BUILDING CODE 2015
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 PERMIT CORRECTIONS - SEPTEMBER 15, 2017
CONTRACTOR:
J.L. VIELE CONSTRUCTION
2111 N Frontage Road West
SUITE E
VAIL, CO 81657
PH. 970.476.3082
FX. 970.476.3423
DAVID VIELE/ LYN FARLEY
LANDSCAPE ARCHITECT:
DENNIS ANDERSON
LANDSCAPE ARCHITECTURE
PO BOX 1387
EDWARDS, CO 81632
PH. 970.926.7200
FX. 970.926.7201
CIVIL ENGINEER:
MARTIN/MARTIN, INC.
225 MAIN STREET
SUITE C101
EDWARDS, CO 81632
PH: 970.926.6007
CONTACT: MARK LUNA /
JUSTIN YARNELL/ RYAN JOHNSON
STRUCTURAL ENGINEER:
MONROE & NEWELL ENGINEERS
70 BENCHMARK ROAD
SUITE 204
PO BOX 1597
AVON, CO 81620
PH. 970.949.7768
CONTACT: HANNES SPAEH
02 P.E.C. RESUBMITTAL 8-25-14
01 P.E.C. SUBMITTAL 7-14-14
P.E.C.03 P.E.C. RESUBMITTAL 9-26-14
MEP ENGINEER:
RADER, INC
PO BOX 8610
40690 HIGHWAY 6
SUITE E1
AVON, CO 81620
PH. 970.845.7910
CONTACT: BRYAN HOULE
SHEET LIST
SHEET
# SHEET NAME 07.01.15 PERMIT09.15.2017 CORRH205 ROOF LEVEL HVAC PLAN X X
P200U UNDERGROUND PIPING PLAN X X
P200 GARAGE LEVEL PIPING PLAN X X
P201 CLUB LEVEL ONE PIPING PLAN X X
P202 CLUB LEVEL TWO PIPING PLAN X X
P203 CONDO LEVEL THREE PIPING PLAN X X
P204 CONDO LEVEL FOUR PIPING PLAN X X
P205 ROOF LEVEL PIPING PLAN X X
M300 MECHANICAL SCHEMATICS X X
M301 MECHANICAL SCHEMATICS X X
M302 MECHANICAL SCHEMATICS X X
M400 MECHANICAL ZONING PLANS X X
M500 1/4" SCALE DETAIL PLANS X X
M600 MECHANICAL SPECIFICATIONS X X
M601 SEQUENCE OF OPERATION X X
ELECTRICAL
E0.0 ELECTRICAL COVER SHEET X X
E0.1 ELECTRICAL SITE PLAN X X
E1.0 ELECTRICAL POWER PLAN - GARAGE X X
E1.1 ELECTRICAL POWER PLAN - 1ST FLOOR X 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
FIRE PROTECTION
F000 FIRE PROTECTION & ALARM COVER SHEET X X
F100 GARAGE FIRE PROTECTION PLAN X X
F101 CLUB LEVEL ONE FLOOR PLAN X X
F102 CLUB LEVEL TWO FLOOR PLAN X X
F103 CONDOMINIUM LEVEL THREE FLOOR PLAN X X
F104 CONDOMI NIUM LEVEL FOUR FLOOR PLAN X X
SHEET LIST
SHEET
# SHEET NAME 07.01.15 PERMIT09.15.2017 CORRA404 WALL SECTIONS X X
A405 WALL SECTIONS X X
A406 WALL SECTIONS X X
A407 WALL SECTIONS X X
A408 WALL SECTIONS X X
A501 EXTERIOR DETAILS X X
A502 FOUNDATION DETAILS X X
A503 EXTERIOR DETAILS X
A504 EXTERIOR DETAILS X X
A505 FLOOR TRANSITION DETAILS X X
A550 INTERIOR DETAILS X
A551 INTERIOR DETAILS X
A570 PARTITION TYPES X X
A571 BUILDING ASSEMBLIES X X
A601 WINDOW TYPES X X
A602 WINDOW TYPES AND SCHEDULES X
A603 WINDOW DETAILS X X
A701 ENLARGED EHU PLANS X X
A702 ENLARGED CLUB LEVEL 1 PLANS X X
A703 ENLARGED CLUB LEVEL 2 PLANS X X
A704 TRASH ENCLOSURE X X
A750 BALCONY PLANS AND DETAILS X X
A751 EXTERIOR BALCONY DETAILS X
A850 DOOR TYPES AND SCHEDULES X X
A851 DOOR DETAILS X X
A901 WEST STAIR PLANS AND SECTIONS X X
A902 EAST STAIR PLANS AND SECTIONS X X
A903 CENTRAL STAIR PLANS AND SECTIONS X X
A904 STAIR PLANS AND SECTIONS X X
A950 ELEVATOR 01 PLANS AND SECTIONS X X
A951 ELEVATOR 02 PLANS AND SECTIONS X X
A952 ELEVATOR 03 PLANS AND SECTIONS X X
ARCHITECTURE
A506 STANDARD MOUNTING HEIGHTS X X
STRUCTURAL
S200 GARAGE FOUNDATION AND FRAMING PLAN X X
S201 CLUB LEVEL ONE FRAMING PLAN X X
S202 CLUB LEVEL TWO FRAMING PLAN X X
S203 CONDOMINIUM LEVEL THREE FRAMING PLAN X X
S204 CONDOMINIUM LEVEL FOUR FRAMING PLAN X X
S205 UPPER ROOF FRAMING PLAN X X
S300 GENERAL NOTES X X
S301 DETAILS X X
S302 DETAILS X X
S401 DETAILS X X
S501 DETAILS X X
S502 DETAILS X X
S601 DETAILS X X
S602 DETAILS X X
S701 WALL LOADING DIAGRAM X X
MECHANICAL/PLUMBING
M000 MECHANICAL COVER SHEET X X
M001 MECHANICAL SITE PLAN X X
M100 MECHANICAL SCHEDULES X X
M101 MECHANICAL SCHEDULES X X
M102 MECHANICAL SCHEDULES X X
H200 GARAGE LEVEL HVAC PLAN X X
H201 CLUB LEVEL ONE HVAC PLAN X X
H202 CLUB LEVEL TWO HVAC PLAN X X
H203 CONDO LEVEL THREE HVAC PLAN X X
H204 CONDO LEVEL FOUR HVAC PLAN X X
SHEET LIST
SHEET
# SHEET NAME 07.01.15 PERMIT09.15.2017 CORRGENERAL
G100 COVERSHEET X X
G200 CODE SUMMARY X X
G201 LIFE SAFETY PLANS X X
G202 LIFE SAFETY PLANS X X
G300 AREA PLANS X
G400 COMCHECK REPORTS X
G401 COMCHECK REPORTS X
G402 COMCHECK REPORTS X
G403 COMCHECK REPORTS X
CIVIL
C-01 GENERAL NOTES & LEGEND X X
C-10 OVERALL SITE PLAN X X
C-11 EXISTING COND'NS & DEMO PLAN X X
C-12 EXISTING COND'NS & DEMO PLAN X X
C-21 EROSION CONTROL PLAN (INITIAL) X X
C-22 EROSION CONTORL PLAN (FINAL) X X
C-31 DETAILED GRADING PLAN X X
C-32 DETAILED GRADING PLAN X X
C-33 DRIVE PLAN AND PROFILE X X
C-50 OVERALL UTILITY PLAN X X
C-61 STORM SEWER PLAN & PROFILE X X
C-62 STORM SEWER PLAN & PROFILE X X
C-63 PERIMETER DRAIN PLAN X X
C-81 HORIZONTAL CONTROL PLAN X X
C-82 HORIZONTAL CONTROL PLAN X X
C-83 LINE & CURVE TABLES X X
C-91 SIGNAGE, STRIPING & PAVING PLAN X X
C-101 SITE DETAIL X X
C-102 EROSION CONTROL DETAILS X X
LANDSCAPE
L-1 LANDSCAPE CONSTRUCTION PLAN X X
L-2 LANDSCAPE CONSTRUCTION DETAILS X X
L-3 PLANTING PLAN X X
L-4 PLANTING NOTES AND DETAILS X X
ARCHITECTURAL
A100 GARAGE FLOOR PLAN X X
A101 CLUB LEVEL ONE FLOOR PLAN X X
A102 CLUB LEVEL TWO FLOOR PLAN X X
A103 CONDOMINIUM LEVEL THREE FLOOR PLAN X X
A104 CONDOMINIUM LEVEL FOUR FLOOR PLAN X X
A105 ROOF PLAN X X
A110 GARAGE LEVEL RCP X X
A111 CLUB LEVEL ONE RCP X X
A112 CLUB LEVEL TWO RCP X X
A113 CONDOMINIUM LEVEL THREE RCP X
A114 CONDOMINIUM LEVEL FOUR RCP X
A150 GARAGE LEVEL DIMENSION PLAN X X
A151 CLUB LEVEL ONE DIMENSION PLAN X X
A152 CLUB LEVEL TWO DIMENSION PLAN X X
A153 CONDOMINIUM LEVEL THREE DIMENSION PLAN X
A154 CONDOMINIUM LEVEL FOUR DIMENSION PLAN X
A201 NORTH AND WEST ELEVATIONS X X
A202 SOUTH AND EAST ELEVATIONS X X
A203 MISC. EXTERIOR ELEVATIONS X X
A301 BUILDING SECTIONS X X
A302 BUILDING SECTIONS X X
A401 WALL SECTIONS X X
A402 WALL SECTIONS X X
A403 WALL SECTIONS X X
04 COORDINATION SET 4-24-15
05 PERMIT 7-1-15
No. Description Date
FIRE SAFETY:
SHANER LIFE SAFETY
PO BOX 1073
FRISCO, CO 80443
PH: 970.409.9082
CONTACT: DEBORAH SHANER
DSHANER@SHANERLIFESAFETY.COM
06 BLDG.PERMIT CORR. 9-15-17
ELECTRICAL ENGINEER:
AE DESIGN
1900 WAZEE ST.
#205
DENVER, CO 80202
PH.720.683.6861
CONTACT: BRYAN JASS
PW Conditions of Approval:
-Revocable ROW permit will
be required for all private
improvements in the Town
ROW.
-Public Way permit and
staging plan will be required
for all work/staging/access
in the Town ROW. This
shall inlcude how ski club
Vail will operate during
construction.
-Town of Vail Snowmelt
Maintenance Agreement
shall be signed prior to
issuance of a CO/TCO.
10/24/17
Scale
Date
Drawn By
Project Number
9/15/2017 5:22:24 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
06 BLDG.PERMIT CORR. 9-15-17
Fire sprinkler system and monitored
fire alarm system required to be
installed IFC 2015, NFPA 72 and
NFPA 13.
10/24/17
ROUTE A ROUTE AROUTE BROUTE AROUTE A ROUTE B
ROUTE AROUTE AROUTE AROUTE AROUTE B
ROUTE B
ROUTE BROUTE A
ROUTE A
ROUTE AROUTE A
ROUTE A
ROUTE A
ROUTE A / B
ROUTE A
ROUTE B
ROUTE A
ROUT
E A
ROUTE AROUTE B
ROUTE B ROUTE B
ROUTE A
ROUTE A
172' TO WEST PROTECTED EGRESS 243' TO NORTH PUBLIC WAY
122' TO EAST PROTECTED EGRESS
194' TO NORTH PUBLIC WAY
VAN PARKING
RT A - 220' TO PUBLIC WAY
RT B - 166' TO PUBLIC WAY
RT A - 130' TO PUBLIC WAY
RT B - 144' TO PUBLIC WAY RT A - 230' TO PUBLIC WAY
RT B - 150' TO PUBLIC WAY
PROTECTED
EGRESS
FROM
GARAGE,
CONDO AND
CLUB
LEVELS
PROTECTED
EGRESS
FROM
GARAGE
CLUB AND
CONDO
LEVELS
PROTECTED
EGRESS
FROM
CONDO AND
CLUB
LEVELS34' - 8 3/8"8' - 7"
44' TO PROTECTED EGRESS
102' TO PROTECTED EGRESS
RT A - 102' TO PROTECTED EGRESS
RT B - 64' TO PROTECTED EGRESS
RT A - 125' TO PROTECTED EGRESS
RT B - 146' TO PROTECTED EGRESS
EGRESS EXIT
EGRESS PATH
1HR ASSEMBLY:
2HR ASSEMBLY:
LIFE SAFETY LEGNED
45 MIN. DOORS WITH SELF
OR AUTOMATIC CLOSING
AND LATCHING
90 MIN. DOORS WITH SELF
OR AUTOMATIC CLOSING AND
LATCHING
RT B - 138' TO PROTECTED EGRESS FROM LEVEL 4
RT A - 32' TO PROTECTED EGRESS
RT B - 112' TO PROTECTED EGRESS
RT A - 124' TO PROTECTED EGRESS
RT B - 162' TO PROTECTED
EGRESS
RT A - 179' TO PROTECTED
EGRESS FROM LEVEL 4
Scale
Date
Drawn By
Project Number
3/32" = 1'-0"9/15/2017 5:23:16 PMG201
LIFE SAFETY
PLANSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3/32" = 1'-0"
1 GARAGE CODE PLAN
04 COORDINATION SET 4-24-15
3/32" = 1'-0"
2 CLUB LEVEL 1 CODE PLAN
05 PERMIT 7-1-15
3/32" = 1'-0"
3 CLUB LEVEL 2 CODE PLAN
3/32" = 1'-0"
4 CONDOMINIUM LEVEL 3 CODE PLAN
No. Description Date
06 BLDG.PERMIT CORR. 9-15-17
10/24/17
ROUTE AROUTE B
ROUTE AROUTE BROUTE ART A - 98' TO PROTECTED EGRESS
RT B - 138' TO PROTECTED EGRESS
RT A - 69' TO PROTECTED EGRESS
RT B - 179' TO PROTECTED EGRESS
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
T.O. CHIMNEY
149' - 0"
CONDOMINIUM 3B
245
RECEPTION HALL
201
BOARD ROOM
202
BREEZEWAY
101
ALPINE TUNING
126
TECH SHOP
G04
GARAGE
G01
S-2 / S-1 / R-2
B / S-1
B / A-2
R-2
R-2
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
T.O. CHIMNEY
149' - 0"
S-2 / S-1 / R-2
B / S-1
B / A-2
R-2
R-2
EGRESS EXIT
EGRESS PATH
1HR ASSEMBLY:
2HR ASSEMBLY:
LIFE SAFETY LEGNED
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
9/15/2017 5:24:53 PMG202
LIFE SAFETY
PLANSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3/32" = 1'-0"
3 CONDOMINIUM LEVEL 4 CODE PLAN
1/8" = 1'-0"
1 CODE SECTION 01
1/8" = 1'-0"
2 CODE SECTION 02
01 PERMIT 07.01.15
No. Description Date
06 BLDG.PERMIT CORR. 9-15-17
10/24/17
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
T.O. CHIMNEY
149' - 0"
C E F H JB G A C .1
MECH.
140' - 0"
B.3
S-2 / S-1 / R-2
B / S-1
B / A-2
R-2
R-2
1HR SEPARATION
2HR SEPARATION
D
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
Level 5
139' - 0"
1 4 5 63 1.1 1.20.1
T.O. CHIMNEY
149' - 0"
MECH.
140' - 0"
GARAGE
G01
BOILER ROOM
G09
EAST STAIR
ES0
CENTRAL STAIR
CS1BREEZEWAY
101
CLUB ROOM
207
EAST STAIR
ES1
ALPINE COACHES
WORK STATIONS
102
MECH
209
ELEV. VEST.
152
CONDOMINIUM 3A
167
CONDO 4
169
ACROBATICS
WORK
137
RR
212
RR
213
COACH LOUNGE
223
ADMIN AND
WORKSPACES
214
MECH
G02
EL. VEST
237
CONDOMINIUM 3B
245
WEST
BREEZEWAY
116
EAST ELEV VEST
235
S-2 / S-1 / R-2
B / S-1
B / A-2
R-2
R-2
1HR SEPARATION
2HR SEPARATION
2
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"8/17/2016 3:25:07 PMG203
LIFE SAFETY
SECTIONSSKI ANDSNOWBOARD
CLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
1/8" = 1'-0"1 Transverse Section - CODE
1/8" = 1'-0" 2 Longitudinal Section - CODE
05 PERMIT 7-1-15
No. Description Date
10/24/17
UP
DN
UP
DNUP
UP
DN
DN UP
DN
DN UP
DN
DN UP
UP
UP
DN
DN
UP
UP
A202
1
1 4 5 63
4.1
1.1 1.2 0.1
C
E
F
H
J
B
G
10662 SF
Area
C .1
B.3A704
3
A704 6
A704
5
2
D
1 4 5 63
4.1
1.1 1.2 0.1
C
E
F
H
B
G
7371 SF
Area
C .1
2564 SF
CLUB ROOM
B.3
2
D
1 4 5 63
4.1
1.1 1.2 0.1
C
E
F
H
B
G
C .1
3097 SF
UNIT B
2912 SF
UNIT A
B.3
2
D
1 4 53 1.1 1.2 0.1
C
E
F
G
2241 SF
UNIT B
C .1
1747 SF
UNIT A
B.3
2
D
GARAGE
AREA CALCULATIONS
13,482 SF
CLUB LEVEL ONE
CLUB LEVEL TWO
CONDOMINIUM LEVEL THREE
CONDOMINIUM LEVEL FOUR
10,626 SF
9926 SF
2,816 SF
1,747 SF
UNIT A UNIT B
3,096 SF
2,241 SF
CONDOMINIUM TOTALS
CLUB TOTAL 22,552 SF
4,663 SF 5,537 SF
RESIDENTIAL TOTAL 10,000 SF
BUILDING TOTAL 45,447 SF
EHUs
572 SF
1,213 SF
641 SF
1 4 5 63
4.1
1.1 1.2 0.1
C
E
F
H
J
B
G
C .1
13483 SF
GARAGE
572 SF
EHU B641 SF
EHU A
B.3A704
3
A704
5
2
Scale
Date
Drawn By
Project Number
As indicated
8/17/2016 3:26:08 PMG300
AREA PLANSSKI ANDSNOWBOARD
CLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
000000
3/32" = 1'-0" 2 LEVEL 1
3/32" = 1'-0"3 LEVEL 2
3/32" = 1'-0" 4 LEVEL 3
3/32" = 1'-0"5 LEVEL 4
3/16" = 1'-0"
AREA CALCULATIONS
02 P.E.C. RESUBMITTAL 8-25-14
01 P.E.C. SUBMITTAL 7-14-14
3/32" = 1'-0"1 GARAGE
03 P.E.C. RESUBMITTAL 9-26-14
04 COORDINATION SET 4-24-15
05 PERMIT 7-1-15
No. Description Date
10/24/17
Scale
Date
Drawn By
Project Number
8/17/2016 3:26:32 PMG400
COMCHECK
REPORTS
SKI ANDSNOWBOARD
CLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
01 PERMIT 07.01.15
No. Description Date
10/24/17
Scale
Date
Drawn By
Project Number
8/17/2016 3:26:59 PMG401
COMCHECK
REPORTS
SKI ANDSNOWBOARD
CLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
01 PERMIT 07.01.15
No. Description Date
10/24/17
Scale
Date
Drawn By
Project Number
NOT FOR CONSTRUCTION
7/21/2015 10:36:23 AMG402
COMCHECK
REPORTSSKI ANDSNOWBOARDCLUB VAIL
598 VAIL VALLEY DRIVEAuthor
07.01 .15
000000
No. Description Date
01 PERMIT 07.01.15
10/24/17
Scale
Date
Drawn By
Project Number
8/17/2016 3:27:44 PMG403
COMCHECK
REPORTS
SKI ANDSNOWBOARD
CLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
01 PERMIT 07.01.15
No. Description Date
10/24/17
UP
UP
UP
DN DN REF.REF.
A2022
A202
A201
A201
1
2
1
1
1
4
4
5
5
6
6
3
4.1
1.1 1.2
0.1
0.1 1
A301
1
A301
C
C
E E
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
CLUB
ELEVATOR
VAN
PARKING
C .1 C .1
81' - 10 3/4" 48' - 8 1/4"
4 5 6 7 89
COMPACT
10 11 12 13 14 15 16 17 18 19 20 21 22
23
COMPACT
24 COMPACT
18' - 0"
MECH
G02
CLUB STORAGE
G13
TECH ENTRANCE
G03
EHU
G16
EHU STUDIO -
TYPE A UNIT
G15
OFFICE
G07
CLUB STORAGE
G08
A701
1 A701
2
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
MECH /
JANITOR
G05
LOCKERS
G06
1
A407
3
A408
2
A407
G07
G03
G09
G14A
G04
G08
ES-G
G11
G01B
G01A
WEST STAIR
WS0 30' - 8 5/8"2' - 0"19' - 9"28' - 0" 14' - 9" 25' - 9 1/2" 121' - 0 1/8"9' - 8 3/4" 6' - 8 3/8" 8' - 7" 71' - 3 3/8"48' - 2 5/8" 8' - 9" 17' - 2 1/8"
170' - 5 1/4"
ELEV
VEST
G10
ELEV. EQ.
G11
F.D.
F.D.
F.D. F.D.
7
A704
HOT
BOX
BELOW
CHECK-IN
24' - 11 3/8"16' - 3 3/8"22' - 4 5/8"13' - 11 3/4"
WATER ENTRY
G12
EL. VEST
237
EL. MA.
238
35
80
80
80
80
33
33
73
73
73
80
80
80
80
80
73
73
73
80
TECH SHOP
G04
F1
G05
G08
108N 108I
D17
FDFD FD
4X8
WORK
TABLE
4X8
WORK
TABLE
4X8
WORK
TABLE
4X8
WORK
TABLE
4X8
WORK
TABLE
4X8
WORK
TABLE
FUTURE TRIM S RS350 RACE NC
FD FD FD FD
A952
1
FD
FD
FD
FD
B.3
A704
3
A7044
A704
5
KS
KS
88' - 0"
88' - 0"
BOLLARD
BOLLARD BOLLARD
BOLLARD
BOLLARD 24' - 10"23' - 8"2
12 3 0' - 9 5/8"7' - 4"5' - 9"
FUTURE
MAT'LS LIFT
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"9/15/2017 4:56:20 PMA100
GARAGE FLOOR
PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
000000
1/8" = 1'-0"
1 GARAGE FLOOR PLAN
02 P.E.C. RESUBMITTAL 8-25-14
01 P.E.C. SUBMITTAL 7-14-14
03 P.E.C. RESUBMITTAL 9-26-14
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: A8.50 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: A505 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: A701-A703 FOR ENLARGED PLANS
22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART
OF PARTITION ASSEMBLY (REVISE?)
0' 2' 8' 16' 32' 4'
05 PERMIT 7-1-15
No. Description Date
1 Revision 1 Date 1
06 9-15-17BLDG.PERMIT CORR.
10/24/17
UP
UP UP
DN
UP
DN
UP
UP
DN
DN
A202
A201
A201
1
2
1
3
A301
3
A301
1
1
4
4
5
5
6
63
4.1
1.1 1.2
0.1
0.1
1
A301
1
A301
C C
E E
F
H H
J J
B
G G
A
2
A301
2
A301
C .1
C .1
1
A401
2
A401
3
A401
1
A402
2
A402
1
A403
2
A403
3
A403
1
A404
2
A404
3
A404
2
A405
1
A406
3
A407
CENTRAL
STAIR
CS1
WEST STAIR
WS1
BREEZEWAY
101
OLD PROPERTY LINE
NEW PROPERTY LINE
NEW PROPERTY LINE
OLD PROPERTY LINE
42"H STEEL GUARDRAIL
42"H STONE COLUMN
BASE
PROPERTY LINE
10'-8""W DRIVE LANE
STEEL COLUMNS
EAST STAIR
ES1
GAS AND ELEC.
METERS
ALPINE COACHES
WORK STATIONS
102
RR
128
MECH.
150
ELEV. VEST.
152
STORAGE
134
ELECTRICAL
151
ACROBATICS
WORK
137
TRASH/RECYLCING
154
STORAGE
ELEV. VEST.
STORAGE
VENUE EQUIP.
132
SNOWBOARD /
BOOT STORAGE
131
TUNING
130
RR
129
GATE SERVICE
119
TECH FITTING
AND DROP-OFF
121
ALPINE STORAGE
124
TECH SERVICE
CARTS
120
BOOT / SKI
STORAGE
125
ALPINE TUNING
126
HALL
127
RR
135
RR
136
TEAM HUDDLE
FILES FILES
DETENTION VAULT
A901
2
A950
2
A904
5
A903
1
A951
2
A904
1
A902
2
A952
2
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"19' - 9" 28' - 0" 14' - 9" 25' - 9 1/2" A201
1
A2022 121' - 0 1/8"3
A408
WMNS ACRO
LOCKERS
148
MENS ACRO
LOCKERS
145
F.D.
F.D.F.D.
F.D.
F.D.
F.D.
F.D.
F.D.
F.D.
F.D.F.D.
F.D.
7
A704
2
A408
3X12 WORKBENCHCUBBIES
2X10 WORKBENCH
F.D.
MECH.
122
A702
1
80
4343
80
43
34
34
36
36
34
33
34
33
A702
3
F.D.
F.D.
JAN.
123 34
B.3
A501
8
A501
8
A501
4
1
A409
A704
1
MENS ALPINE
LOCKERS
111
WMNS ALPINE
LOCKERS
114
BREEZEWAY
101
SHOWERS SHOWERS
2
D D
3
A406
ALPINE DIRECTOR
OFFICE
103
CONF
104
CONF.
105
OFFICE
106
OFFICE
107
CONF.
108
ATHLETIC
DIR.OFFICE
109
SNOWBOARD
OFFICE
138
CONF.
139
F.ST./F.SK.
OFFICE
140
FREE SKI/STYLE
DIR. OFFICE
142
F.ST./F.SK.
OFFICE
141
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"9/15/2017 4:56:33 PMA101
CLUB LEVEL
ONE FLOOR
PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
1/8" = 1'-0"
1 CLUB LEVEL 1 FLOOR 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: A8.50 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: A505 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: A701-A703 FOR ENLARGED PLANS
22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART
OF PARTITION ASSEMBLY (REVISE?)
05 PERMIT 7-1-15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
DN
DN
REF. REF.REF. REF.
DN
UP
DN
DN UP
3
A301
3
A3011
1
4
4
5
5
6
6
3
4.1
1.1 1.2
0.1
0.1
1
A301
1
A301
C C
E E
F
H H
J J
B
G G
A
CLUB ROOM
207
BOARD ROOM
202
WEST STAIR
WS2
2
A301
2
A301
2
A302
2
A302
C .1
C .1
CONF.
218
TREATMENT
204
MECH
209
CONF.
226
DEV. MNGR.
OFFICE
227
FINANCE OFFICE
219
G.M. OFFICE
220
BOOK KEEPER
OFFICE
221
TRAVEL OFFICE
222
STOR/MECH
206
GYM
203
KITCHEN
205
KITCH.
216
RECEPTION HALL
201
RR
212 RR
213
MEETING
215
ADMIS. OFFICE
217
EXEC. OFFICE
225
EXEC. ASSIST.
OFFICE
228
OPERATIONS
MANAGER
229
COACH LOUNGE
223
ADMIN AND
WORKSPACES
214
EVENT STOR
234
STORAGE
211
RR
224
EVENTS
230
COMPETITION
OFFICE
231
RACE INFO DESK
233
STORAGE
208
1
A401
2
A401
3
A401
1
A402
2
A402
1
A403
2
A403
3
A403
1
A404
2
A404
3
A404
2
A405
1
A408
1
A406
3
A407
A904
6
A901
3
A950
3
A903
2
A951
3
A902
3A952
3
A904
2
170' - 5 1/4"
9' - 8 3/4" 6' - 8 3/8" 8' - 7" 71' - 3 3/8" 48' - 2 5/8" 8' - 9" 17' - 2 1/8"121' - 0 1/8"30' - 8 5/8"2' - 0" 19' - 9" 28' - 0" 14' - 9" 25' - 9 1/2" 2
A408
MECH
232
2
A505
2
A505
22
A505
27
A505
JAN
210
36
X28
X28
33
33
33
3333
33 43
43
73
36
B.3
2
A406
3
A406
1
A409
2
A409 5' - 10 3/8"PATIO STAIR
EAST
236
CLUB TERRACE
239
G1
G2
G10
G8
G9
G3
2
D
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"9/15/2017 4:56:48 PMA102
CLUB LEVEL
TWO FLOOR
PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
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 CLUB LEVEL 2 FLOOR 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: A8.50 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: A505 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: A701-A703 FOR ENLARGED PLANS
22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART
OF PARTITION ASSEMBLY (REVISE?)
05 PERMIT 7-1-15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
DN
DN UP
UP
UP
A2022
A202
A201
A201
1
2
1
3
A301
3
A301
1
1
4
4
5
5
6
63
4.1
1.1
1.2
0.1
0.1
1
A301
1
A301
C C
E E
F
H H
B
G G
A
2
A301
2
A301
2
A302
2
A302
C .1
C .1
1
A401
2
A401
3
A401
1
A402
2
A402
1
A403
2
A403
3
A403
1
A404
2
A404
3
A404
1
A405
1
A408
1
A406
3
A407
A203 4
A750
1
A750
2
A901
4
A950
4
A903
3
A951
4
A952
4
A902
4
170' - 5 1/4"
9' - 8 3/4" 6' - 8 3/8" 8' - 7" 71' - 3 3/8" 48' - 2 5/8" 8' - 9" 17' - 2 1/8"30' - 8 5/8"2' - 0" 19' - 9" 28' - 0" 14' - 9" A750
8
12570
12528 12485
12395 12396
12571
A750
6
A203 5
A602
3
2
A4088' - 9 1/4"CONDOMINIUM 3B
245
B.3
4" / 12" 4" / 12"
4" / 12" 4" / 12"
1
A409
2
A409
CONDOMINIUM 3A
167
2
D
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"9/15/2017 4:56:58 PMA103
CONDOMINIUM
LEVEL THREE
FLOOR PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
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 CONDOMINIUM LEVEL 3 FLOOR 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: A8.50 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: A505 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: A701-A703 FOR ENLARGED PLANS
22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART
OF PARTITION ASSEMBLY (REVISE?)
05 PERMIT 7-1-15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
DN
UPDN
1
1
4
4
5
5
6
63
4.1
1.1 1.2
0.1
0.1
C C
E E
F
H H
B
G G
A
C .1
C .1
OPEN TO BELOW
. . .. . .
BALCONY BALCONY BALCONY
170' - 5 1/4"
9' - 8 3/4" 6' - 8 3/8" 8' - 7" 71' - 3 3/8" 48' - 2 5/8" 8' - 9" 17' - 2 1/8"30' - 8 5/8"2' - 0" 19' - 9" 28' - 0" 14' - 9" A750
3
A750
5
A750
4
A903
4
A952
6
A950
5
OPEN TO BELOW OPEN TO BELOW
OPEN TO BELOW
B.3
36
36
36
26
26
2
D
A2022
A202
A201
A201
1
2
1
3
A301
3
A301
1
A301
1
A301
2
A301
2
A301
2
A302
2
A302
1
A401
2
A401
3
A401
1
A402
2
A402
1
A403
2
A403
2
A404
3
A404
1
A405
2
A405
1
A408
1
A406
3
A407
A203 4 A203 5
4
A408
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"9/15/2017 4:57:07 PMA104
CONDOMINIUM
LEVEL FOUR
FLOOR PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
000000
1/8" = 1'-0"1 CONDOMINIUM LEVEL 4 FLOOR PLAN 02 P.E.C. RESUBMITTAL 8-25-14
01 P.E.C. SUBMITTAL 7-14-14
03 P.E.C. RESUBMITTAL 9-26-14
0' 2' 8' 16' 32'4'
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: A8.50 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: A505 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: A701-A703 FOR ENLARGED PLANS
22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART
OF PARTITION ASSEMBLY (REVISE?)
05 PERMIT 7-1-15
No. Description Date
06 9-15-17
BLDG.PERMIT CORR.
10/24/17
REF. REF.REF. REF.
A2022
A202
A201
A201
1
2
1
3
A301
3
A301
1
1
4
4
5
5
6
6
3
4.1
1.1 1.2
0.1
0.1
1
A301
1
A301
C C
E E
F
H H
J J
B
G G
A
2
A301
2
A301
2
A302
2
A302
C .1
C .1
1
A401
2
A401
3
A401
1
A403
2
A403
3
A403
1
A404
2
A404
3
A404
1
A405
2
A405
1
A408
1
A406
3
A407
170' - 5 1/4"
9' - 8 3/4" 6' - 8 3/8" 8' - 7" 71' - 3 3/8" 48' - 2 5/8" 8' - 9" 17' - 2 1/8"121' - 0 1/8"30' - 8 5/8"2' - 0" 19' - 9" 28' - 0" 14' - 9" 25' - 9 1/2" 4" / 12" 4" / 12"
4" / 12" 4" / 12"
4" / 12" 4" / 12" 4" / 12"4" / 12"4" / 12" 4" / 12" 4" / 12"
A602
3
2
A408
4
A408
B.3
4" / 12" 4" / 12"
4" / 12" 4" / 12"
4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12" 1
A409
2
A4094" / 12"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
GUTTER
45' - 2 7/8"
53' - 0 1/4"
44' - 0 7/8"
36' - 10 3/8"
36' - 10 1/2"
41' - 8 1/2"
45' - 2 3/4"
44' - 2 5/8"
52' - 11 3/4"
52' - 11 3/4" 52' - 11 3/4"
49' - 5 1/8"
2
D
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"9/15/2017 4:57:23 PMA105
ROOF PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
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: A8.50 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: A505 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: A701-A703 FOR ENLARGED PLANS
22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART
OF PARTITION ASSEMBLY (REVISE?)
05 PERMIT 7-1-15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
A201
1
3
A301
1
1
4
4
5
5
6
63
4.1
1.1 1.2
0.1
0.1
1
A301
C
E E
F
H H
J J
B
G
A
2
A301
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
A406
3
A407
170' - 5 1/4"
9' - 8 3/4" 6' - 8 3/8" 8' - 7" 71' - 3 3/8" 48' - 2 5/8" 8' - 9" 17' - 2 1/8"19' - 9"42' - 9" 25' - 9 1/2" 3
A408
7
A704
B.3
A704
3
A7044 A704 6
A704
596' - 2 1/2"
97' - 7 1/2"
96' - 0"
97' - 4"
96' - 0"
97' - 2 1/2"
97' - 8 1/2"97' - 7 1/2"
96' - 2 1/2" 96' - 2 1/2"
96' - 7" 96' - 7" 96' - 3"
96' - 6 1/2"
96' - 3" 96' - 3"
98' - 7 1/2"
99' - 5 1/2"
99' - 5 1/2"
98' - 7 1/2"
2
D
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
Scale
Date
Drawn By
Project Number
As indicated
9/15/2017 4:57:46 PMA110
GARAGE LEVEL
RCPSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
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: A8.50 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: A505 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: A701-A703 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.
10/24/17
A202
A201
A201
1
2
1
3
A301
3
A301
1
1
4
4
5
5
6
63
4.1
1.1 1.2
0.1
0.1
1
A301
1
A301
C C
E E
F
H H
J J
B
G G
A
2
A301
2
A301
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
A406
3
A407
170' - 5 1/4"
9' - 8 3/4" 6' - 8 3/8" 8' - 7" 71' - 3 3/8" 48' - 2 5/8" 8' - 9" 17' - 2 1/8"30' - 8 5/8"2' - 0" 19' - 9" 28' - 0" 14' - 9" 25' - 9 1/2" 121' - 0 1/8"7
A704
8' - 6 1/4" 8' - 0 3/4"
9' - 0 7/8"
8' - 6 1/4"
8' - 0 3/4"
8' - 6 1/4"
9' - 9 3/4" 9' - 9 5/8"
B.3
8' - 6 1/4"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 7 1/2"8' - 11 3/8"
8' - 9"
8' - 5 3/8" 8' - 11 1/2"
8' - 5 1/2"
1
A409
A704
3
A7044 A704 6
2
A409
2
D
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
Scale
Date
Drawn By
Project Number
As indicated
9/15/2017 4:57:58 PMA111
CLUB LEVEL
ONE RCPSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
000000
1/8" = 1'-0"
1 CLUB LEVEL 1 RCP
02 P.E.C. RESUBMITTAL AUG 25, 2014
0' 2' 8' 16' 32' 4'
GENERAL PLAN NOTES
1. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O.
2. FURNITURE IS NIC, U.N.O.
3. ALL BUILDING AREAS SHALL BE FULLY SPRINKLERED PER NFPA-13. SPRINKLER
PROTECTION SHALL BE PROVIDED FOR EXT BALCONIES AND IN ROOF TRUSSES
AND OTHER SPACES REQ'D BY CODE. PROVIDE A DRY OR GLYCOL SYSTEM FOR RF
TRUSSES AND GARAGE AND OTHER UNCONDITIONED AREAS.
4. PARKING LEVEL SHALL BE FULLY SPRINKLERED PER NFPA-13.
5. COORDINATE LOCATION OF KNOX BOX WITH FIRE DEPT AND ARCH, RE: HW
SCHEDULE
6. PENETRATIONS AT DOUBLE-T AND TOPPING GARAGE LID SHALL BE COORDINATED
WITH STRUCTURAL.
7. PENETRATIONS AT ROOF TOP UNITS & MAKE-UP AIR UNITS SHALL BE COORDINATED
WITH MECHANICAL CONTRACTOR FOR SIZE AND LOCATION.
8. DIM FROM EDGE OF DOOR FRAME TO EDGE OF ADJACENT PERPENDICULAR WALL
SHALL BE 4" U.N.O.
9. DRYWALL PART'NS BTWN CONDITIONED OCCUPIED SPACES & GARAGE SHALL HAVE
VAPOR BARRIER ON WARM SIDE (AIR INFIL. BARRIER ON EXT. WHERE SIDING
SHOWN).
10. ALL PART'NS IN OR ADJACENT TO PARKING GARAGE TO BE CONSTRUCTED ON A 5
1/2" x 6" CONC CURB, RE: X/A5.04.
11. PROVIDE ROOF HATCH ACCESS FROM CENTRAL STAIR TO ROOF, PER FIRE CODE
12. RE: SPECS FOR DOOR HARDWARE SETS.
13. RE: A8.50 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: A505 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: A701-A703 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.
10/24/17
A202
A201
A201
1
2
1
3
A301
3
A301
1
1
4
4
5
5
6
63
4.1
1.1 1.2
0.1
0.1
1
A301
1
A301
C C
E E
F
H H
J J
B
G G
A
2
A301
2
A301
2
A302
C .1
C .1
1
A401
2
A401
3
A401
1
A402
2
A402
1
A403
2
A403
3
A403
1
A404
2
A404
3
A404
2
A405
1
A408
1
A406
3
A407
170' - 5 1/4"
9' - 8 3/4" 6' - 8 3/8" 8' - 7" 71' - 3 3/8" 48' - 2 5/8" 8' - 9" 17' - 2 1/8"30' - 8 5/8"2' - 0" 19' - 9" 28' - 0" 14' - 9" 25' - 9 1/2" 121' - 0 1/8"2
A408
B.3
8' - 6"
7' - 6"
8' - 6"
8' - 0"
8' - 6" 8' - 6"
8' - 6"
VAULTED
8' - 6"
8' - 0"
8' - 0"
8' - 6"
8' - 0"
8' - 0" 8' - 6"
8' - 0"
8' - 6"
VAULTEDVAULTED
8' - 0"
9' - 0"
1
A409
2
A409
2
D
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
Scale
Date
Drawn By
Project Number
As indicated
9/15/2017 4:58:19 PMA112
CLUB LEVEL
TWO RCPSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
000000
1/8" = 1'-0"
1 CLUB LEVEL 2 RCP
02 P.E.C. RESUBMITTAL AUG 25, 2014
0' 2' 8' 16' 32' 4'
GENERAL PLAN NOTES
1. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O.
2. FURNITURE IS NIC, U.N.O.
3. ALL BUILDING AREAS SHALL BE FULLY SPRINKLERED PER NFPA-13. SPRINKLER
PROTECTION SHALL BE PROVIDED FOR EXT BALCONIES AND IN ROOF TRUSSES
AND OTHER SPACES REQ'D BY CODE. PROVIDE A DRY OR GLYCOL SYSTEM FOR RF
TRUSSES AND GARAGE AND OTHER UNCONDITIONED AREAS.
4. PARKING LEVEL SHALL BE FULLY SPRINKLERED PER NFPA-13.
5. COORDINATE LOCATION OF KNOX BOX WITH FIRE DEPT AND ARCH, RE: HW
SCHEDULE
6. PENETRATIONS AT DOUBLE-T AND TOPPING GARAGE LID SHALL BE COORDINATED
WITH STRUCTURAL.
7. PENETRATIONS AT ROOF TOP UNITS & MAKE-UP AIR UNITS SHALL BE COORDINATED
WITH MECHANICAL CONTRACTOR FOR SIZE AND LOCATION.
8. DIM FROM EDGE OF DOOR FRAME TO EDGE OF ADJACENT PERPENDICULAR WALL
SHALL BE 4" U.N.O.
9. DRYWALL PART'NS BTWN CONDITIONED OCCUPIED SPACES & GARAGE SHALL HAVE
VAPOR BARRIER ON WARM SIDE (AIR INFIL. BARRIER ON EXT. WHERE SIDING
SHOWN).
10. ALL PART'NS IN OR ADJACENT TO PARKING GARAGE TO BE CONSTRUCTED ON A 5
1/2" x 6" CONC CURB, RE: X/A5.04.
11. PROVIDE ROOF HATCH ACCESS FROM CENTRAL STAIR TO ROOF, PER FIRE CODE
12. RE: SPECS FOR DOOR HARDWARE SETS.
13. RE: A8.50 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: A505 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: A701-A703 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.
10/24/17
A202
A201
A201
1
2
1
3
A301
3
A301
1
1
4
4
5
5
6
63
4.1
1.1 1.2
0.1
0.1
1
A301
1
A301
C C
E E
F
H H
J J
B
G G
A
2
A301
2
A301
2
A302
C .1
C .1
1
A401
2
A401
3
A401
1
A402
2
A402
1
A403
2
A403
2
A404
3
A404
1
A405
2
A405
1
A408
1
A406
3
A407
170' - 5 1/4"
9' - 8 3/4" 6' - 8 3/8" 8' - 7" 71' - 2" 48' - 4" 8' - 9" 17' - 2 1/8"30' - 8 5/8"2' - 0" 19' - 9" 28' - 0" 14' - 9" 25' - 9 1/2" 121' - 0 1/8"B.3
1
A409
2
A409
2
D
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
Scale
Date
Drawn By
Project Number
As indicated
8/17/2016 3:33:09 PMA113
CONDOMINIUM
LEVEL THREE
RCPSKI ANDSNOWBOARD
CLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
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: A8.50 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: A505 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: A701-A703 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
10/24/17
A202
A201
A201
1
2
1
3
A301
3
A301
1
1
4
4
5
5
6
63
4.1
1.1 1.2
0.1
0.1
1
A301
1
A301
C C
E E
F
H H
J J
B
G G
A
2
A301
2
A301
2
A302
E E E E E E
C .1
C .1
1
A401
2
A401
3
A401
1
A402
2
A402
1
A403
2
A403
2
A404
3
A404
1
A405
2
A405
1
A408
1
A406
3
A407
A203 4
170' - 5 1/4"
9' - 8 3/4" 6' - 8 3/8" 8' - 7" 71' - 2" 48' - 4" 8' - 9" 17' - 2 1/8"30' - 8 5/8"2' - 0" 19' - 9" 28' - 0" 14' - 9" 25' - 9 1/2" 121' - 0 1/8"A203 5
4
A408
B.3
2
D
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
Scale
Date
Drawn By
Project Number
As indicated
8/17/2016 3:33:25 PMA114
CONDOMINIUM
LEVEL FOUR
RCPSKI ANDSNOWBOARD
CLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
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: A8.50 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: A505 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: A701-A703 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
10/24/17
UP
UP
UP
DNDN REF.REF.
1
1
4
4
5
5
6
63
4.1
1.1 1.2
0.1
0.1
C C
E E
F
H H
J J
G G
A A
C .1 C .1
GARAGE
G01
ELEV. EQUIP
G14
BOILER ROOM
G09
EAST STAIR
ES0
CLUB
ELEVATOR
MECH
G02
CLUB STORAGE
G13
TECH ENTRANCE
G03
EHU
G16
EHU STUDIO -
TYPE A UNIT
G15
OFFICE
G07
CLUB STORAGE
G08
A950
1
A901
1
A951
1
A902
1
MECH /
JANITOR
G05
LOCKERS
G06
WEST STAIR
WS0
170' - 5 1/4"30' - 8 5/8"2' - 0"19' - 9"28' - 0" 14' - 9" 25' - 9 1/2" 121' - 0 1/8"9' - 8 3/4" 6' - 8 3/8" 8' - 7" 71' - 3 3/8" 48' - 2 5/8" 8' - 9" 17' - 2 1/8"
170' - 5 1/4"
ELEV
VEST
G10
ELEV. EQ.
G11
F.D.
F.D.
F.D. F.D.24' - 11 3/8"WATER ENTRY
G12
EL. VEST
237
EL. MA.
238
TECH SHOP
G04
FD FD FD
FD FD FD FD
A952
1
FD
FD
FD
FD
5' - 0 5/8"8' - 11 5/8" 28' - 8 3/4" 5' - 2 5/8"ALIGN3' - 4"0' - 4"6' - 2 7/8" 9' - 8"ALIGNALIGN4' - 7 5/8"
8' - 0" 39' - 11 3/4" 8' - 0"
28' - 3 1/2" 23' - 0 5/8" 28' - 7"
6' - 6" 26' - 4" 26' - 10 3/4"
16' - 2 3/4" 26' - 10 5/8" 27' - 0" 27' - 0" 36' - 0" 11' - 4 3/4"
16' - 7" 71' - 11 5/8"ALIGN3' - 5 5/8"8' - 10 3/8"7' - 6" 8' - 7" 10' - 6"2' - 1 1/2"
2' - 1 1/2"5' - 0"9' - 3" 9' - 5 3/8" 9' - 9 1/2"24' - 7 1/4" 18' - 1 3/4" 6' - 6 3/8" 13' - 2 5/8"15' - 7 1/8" 5' - 8" 3' - 4" 1' - 4" ALIGN
2' - 1 1/2"2' - 1 1/2"
9' - 4 3/4" 16' - 5" 17' - 11"1' - 2 1/8"30' - 11 5/8" 15' - 5"3' - 8" 4' - 4" 2' - 9" 5' - 3"0' - 8"2' - 3"3' - 4"1' - 2"ALIGN15' - 5"15' - 1"15' - 0 3/4"ALIGN
ALIGN
7' - 9 3/4"8' - 11"5' - 7 3/4" 5' - 6" 12' - 0 1/8" 15' - 1 1/8"ALIGN1' - 11"2' - 4" 1' - 11"
4' - 4 7/8"
8' - 10 1/8" 6' - 9"
ALIGN
4' - 2 3/8"1' - 3 1/2"
ALIGN 15' - 0 3/4"0' - 8 5/8"
3' - 4" 39' - 8 3/8"32' - 8 5/8"19' - 1"24' - 10 3/8"9
9
.
1
4
°32' - 8 5/8"0' - 11 5/8"VERIFY W/ DOOR R.O.
18' - 6" 6' - 6 3/8"EQ EQ10' - 7" EQ EQ2' - 2 1/4"1' - 9 1/4" 1' - 10"1' - 11"24' - 11 3/8"3' - 4" 24' - 2"8' - 2 1/2"7' - 6 1/4" 2' - 6 5/8"5' - 1 3/4"11' - 5 1/2"
5' - 9" 5' - 4 7/8"1' - 11"8' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 10 3/4"
9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 18' - 0" 8' - 0"
3' - 4 3/4"10' - 1 3/8"6' - 4 5/8" 6' - 2 5/8" 5' - 3 5/8"6' - 9"15' - 0 1/2"
14' - 11 1/2"
8' - 7 1/8"
2
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"9/15/2017 4:58:50 PMA150
GARAGE LEVEL
DIMENSION
PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
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: A8.50 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: A505 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: A701-A703 FOR ENLARGED PLANS
22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART
OF PARTITION ASSEMBLY (REVISE?)
1/8" = 1'-0"
1 GARAGE LEVEL HORIZONTAL CONTROL PLAN
05 PERMIT 7-1-15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
UP
UPUP
DN
UP
DN
UP
UP
DN
DN
1
1 4 5
6
63 1.1 1.2
0.1
0.1
C C
E E
F
H H
J J
B
G G
A
C .1
C .1
B.3
CENTRAL
STAIR
CS1
WEST STAIR
WS1
BREEZEWAY
101
OLD PROPERTY LINE
NEW PROPERTY LINE
42"H STEEL GUARDRAIL
42"H STONE COLUMN
BASE
PROPERTY LINE
10'-8""W DRIVE LANE
TIMBER COLUMNS
EAST STAIR
ES1
GAS AND ELEC.
METERS
ALPINE COACHES
WORK STATIONS
102
RR
128
MECH.
150
ELEV.
VEST.
152
STORAGE
134
ELECTRICAL
151
ACROBATICS
WORK
137
TRASH/RECYLCING
154
STORAGE
ELEV. VEST.
STORAGE
VENUE EQUIP.
132
SNOWBOARD /
BOOT STORAGE
131
TUNING
130
RR
129
GATE SERVICE
119
TECH FITTING
AND DROP-OFF
121 ALPINE STORAGE
124
TECH SERVICE
CARTS
120
BOOT / SKI
STORAGE
125
ALPINE TUNING
126
HALL
127
RR
135
RR
136
FILES FILES
A901
2
A950
2
A904
5
A903
1
A951
2
A904
1
A902
2
A952
2
170' - 5 1/4"
9' - 8 3/4" 6' - 8 3/8" 8' - 7" 71' - 3 3/8" 48' - 2 5/8" 8' - 9" 17' - 2 1/8"30' - 8 5/8"2' - 0"19' - 9" 28' - 0" 14' - 9" 25' - 9 1/2" 121' - 0 1/8"WMNS ACRO
LOCKERS
148
MENS ACRO
LOCKERS
145
F.D.
F.D.
F.D.
F.D.
F.D.
F.D.
F.D.
F.D.
F.D.
F.D.F.D.
F.D.
F.D.
MECH.
122
A702
1
---
-
F.D.
F.D.
JAN.
123
A501
8
A501
8
A501
4
0' - 4"R
2
'
-
7
5
/
8
"
5' - 1 1/2"
5' - 4 1/2" 12' - 9 1/8" 25' - 7 3/4" 25' - 8 1/4"15' - 3 3/4" 9' - 7 3/4"21' - 9" 20' - 11" 20' - 11 1/2" 16' - 4 1/2"
4' - 5 1/4"
19' - 7 1/4" 19' - 4 1/8" 4' - 5 1/4" 8' - 11 5/8" 19' - 3 3/8" 12' - 8 1/2"12' - 2 3/8" 6' - 6 1/8" 6' - 3" 18' - 3 3/4" 6' - 3 1/2"18' - 1 3/4"50' - 4 3/4" 11' - 7 7/8" 5' - 9 5/8" 2' - 6"5' - 0" 10' - 3 1/2" 14' - 2 3/4" 6' - 10 5/8" 24' - 5 3/4" 6' - 7 3/8"8' - 7 1/2" 5' - 8 1/8" 6' - 7 1/2"
4' - 6" 7' - 6"
5' - 3" 4' - 9"1' - 11 5/8"3' - 0"4' - 1 1/2" ALIGN ALIGN 7' - 4 1/4"17' - 2"2' - 0"3' - 0"4' - 1 1/2" 19' - 4 3/8" 6' - 3 3/8" 6' - 1" 7' - 3 3/4"16' - 11 3/4" 9' - 2 1/4" 19' - 8 3/8" 4' - 10 1/4" 5' - 1 7/8" 19' - 10 1/4"16' - 10" 7' - 11 3/8"4' - 10" 6' - 6" 5' - 6"8' - 1 3/4" 52' - 1" 8' - 3 5/8"
6' - 11 3/4" 4' - 9"
3' - 0"
6' - 0"
3' - 0"
2' - 8 3/4"
8' - 2 7/8"
2' - 8 3/4"
3' - 0" 6' - 0" 4' - 4 1/4" 7' - 6 3/4" 4' - 0"5' - 0 5/8"8' - 11 5/8" 7' - 7 3/4" 27' - 1 5/8" 18' - 10 7/8" 6' - 1"3' - 10 3/4"ALIGN
6' - 4 1/2" 27' - 3 3/4" 7' - 3"
A702
3
1' - 8 3/4"32' - 8 5/8"7' - 9 1/8" 8' - 3 1/4"5' - 6" 2' - 0"
9' - 11" 9' - 11" 9' - 11" 9' - 10 7/8"
7' - 8 5/8" 9' - 5" 9' - 5" 9' - 5" 9' - 5"
4' - 3" 3' - 10" 6' - 0" 3' - 0"3' - 0 1/2" 7' - 11 1/8"
2' - 8 7/8"
3' - 0" 6' - 0" 4' - 10 1/8"
9' - 6 7/8" 9' - 7 1/2" 9' - 7 1/2" 8' - 8 7/8" 6' - 6 3/4"7' - 5 1/4"16' - 8 1/8" 4' - 4 7/8" 14' - 5 3/4" 9' - 7 3/8" 12' - 2 3/8"14' - 0 3/8" 4' - 4 7/8"9' - 9 1/2"9' - 2" 4' - 3 5/8"2' - 1"13' - 3 1/4" 5' - 1 3/4" 5' - 1 5/8"
2
D
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"9/15/2017 4:59:04 PMA151
CLUB LEVEL
ONE DIMENSION
PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
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: A8.50 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: A505 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: A701-A703 FOR ENLARGED PLANS
22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART
OF PARTITION ASSEMBLY (REVISE?)
1/8" = 1'-0"
1 CLUB LEVEL 1 HORIZONTAL CONTROL PLAN
05 PERMIT 7-1-15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
REF. REF.REF. REF.
DN
DN
DN
UP
DN
DN UP
3
A301
3
A301
1
1
4
4
5
5
6
63
4.1
1.1 1.2
0.1
0.1
1
A301
1
A301
C C
E E
F
H H
J J
B
G G
A
2
A301
2
A301
2
A302
2
A302
C .1
C .1
1
A401
2
A401
3
A401
1
A402
2
A402
1
A403
2
A403
3
A403
1
A404
2
A404
3
A404
2
A405
1
A408
1
A406
3
A407
2
A408
B.3
1
A409
2
A409
CLUB ROOM
207
BOARD ROOM
202
WEST STAIR
WS2
CLUB
ELEVATOR
CONF.
218
TREATMENT
204
MECH
209
CONF.
226
DEV. MNGR.
OFFICE
227
FINANCE OFFICE
219
G.M. OFFICE
220
BOOK KEEPER
OFFICE
221
TRAVEL OFFICE
222
TR DISPLAY
COLLABORATION WORK SPACES
ELEV VESTIBULE
ELEV. VESTIBUILE
STOR/MECH
206
GYM
203
KITCHEN
205
KITCH.
216
RECEPTION HALL
201
UP
DISPLAY
DISPLAY
RR
212 RR
213
MEETING
215
ADMIS. OFFICE
217
EXEC. OFFICE
225
EXEC. ASSIST.
OFFICE
228
OPERATIONS
MANAGER
229
COACH LOUNGE
223
ADMIN AND
WORKSPACES
214
EVENT STOR
234
STORAGE
211
KITCHENETTE
RR
224
EVENTS
230
COMPETITION
OFFICE
231
RACE INFO DESK
233KITCHKITCH TV TVTV
PRINTER / COPIER
AV
AV
COC TO
RACE
SEC.
STRETCHING / LIFTING
STORAGE
208
SLIDING GLASS WALL
AWARDS
PODIUM - SEE
LANDSCAPE
FOR BOULDER
ARRANGEMENTA904
6
A901
3
A950
3
A903
2
A951
3
A902
3A952
3
A904
2
170' - 5 1/4"
9' - 8 3/4" 6' - 8 3/8" 8' - 7" 71' - 3 3/8" 48' - 2 5/8" 8' - 9" 17' - 2 1/8"121' - 0 1/8"30' - 8 5/8"2' - 0" 19' - 9" 28' - 0" 14' - 9" 25' - 9 1/2" M.W.O.
MECH
232
VENT CHASE
FROM BELOW
D.W.
22
A505
22
A505
22
A505
27
A505
JAN
210
36
X28
X28
33 33
209
201
33
33
33 43
43
73
36
2
A406
3
A406 5' - 10 3/8"RATED
FIRELITE
GLASS
OR SIM.
PATIO STAIR
EAST
236
CLUB TERRACE
239
10' - 6 7/8" 11' - 6" 11' - 11 1/2"20' - 10 3/4" 16' - 7"8' - 1 5/8" 10' - 2"5' - 10 3/4"5' - 7 5/8"9' - 5 1/4" 11' - 4 3/8" 11' - 0 5/8" 11' - 0" 11' - 0" 6' - 8 3/4" 5' - 5 1/2"5' - 2 5/8"1
G202
1
G202
2
D
7
A505
7
A505
19
A505
7
A505 7
A505
7
A505
7
A505
10
A505
17
A505
32
A505 SIM.
19
A505
7
A505
12
A505
12
A505
19
A505
19
A505
19
A505
12
A505
7
A505
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"9/15/2017 4:59:21 PMA152
CLUB LEVEL
TWO
DIMENSION
PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
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: A8.50 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: A505 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: A701-A703 FOR ENLARGED PLANS
22. ALL COLUMNS SHALL BE INDIVIDUALLY PROTECTED FOR 1-HR RATING, WHEN PART
OF PARTITION ASSEMBLY (REVISE?)
1/8" = 1'-0"1
CLUB LEVEL 2 HORIZONTAL CONTROL
PLAN
05 PERMIT 7-1-15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
3
A301
1 4 5 6 3 4.1 1.1 1.2 0.1
T.O. CHIMNEY
149' - 0"
1
A301
2
A301
1
A401
2
A401
3
A401
1
A402
2
A402
1
A403
2
A403
D56 D56 D56 D56
D52 D52 D52 D52
D57
D55D94
B5
D55
D89
D96
B1
D52 D52 D52 D52 D52
B1
D58 D62 D63 D62 D63 D62 D63 D62 D63D61
D48
G3
G4
12' - 0" 11' - 0" 10' - 0" 11' - 0" 17' - 0"9' - 8 3/4"6' - 8 3/8" 8' - 7" 71' - 3 3/8" 48' - 2 5/8" 3' - 6" 5' - 3" 17' - 2 1/8"
PRECAST CONCRETE
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
ALUMINUM CLAD
WOOD WINDOWS
EXPOSED HEAVY
TIMBER STRUCTURE
STUCCO WALL
ASSEMBLY
SNOW FENCE
4"
12"
4"
12"
4"
12"
4"
12"
4"
12"
4"
12"
EXPOSED STEEL
ROOF SUPPORTS
COILING OVERHEAD
DOOR TO GARAGE
METAL CLOSURE
WALL ASSEMBLY
METAL GUARDRAIL
@ BALCONY
EXPOSED STEEL
ROOF SUPPORTS
A15 A7D17 G4
A25 A25
2
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
T.O. CHIMNEY
149' - 0"
C E F H
J
B G A
EXPOSED TIMBER
STRUCTURE
HEAVY TIMBER
PORTE COCHERE
METAL CLOSURE
WALL ASSEMBLY
STONE VENEER
WALL ASSEMBLY
2
A302
C .1
METAL RAILINGS
AT DECKS
1
A406
3
A407
D91 D92
D82
D81
D80 D79
D6 D6
A18
C3
D83
D85
21' - 5 7/8"
3' - 2 7/8"
6' - 0"
2' - 0"
19' - 9" 19' - 0" 9' - 0" 14' - 9" 25' - 9 1/2"
121' - 0 1/8"
B.3
D65
3
A406
WOOD BELLY BAND
LAP SIDING PARAPET
WALL
TWO-PART
FASCIA, TYP.
STANDING SEAM
METAL ROOF
ALUMINUM CLAD
WOOD WINDOWS
CAST-IN-PLACE SITE
STAIR; RE: LANDSCAPE
METAL GUARD RAIL
MECHANICAL
LOUVER; RE: MECH
SUNSHADE
DECORATIVE STEEL
W-SHAPE SUPPORTS
SNOW FENCE
4"
12"
3"
12"
4"
12"
LAP SIDING
PARAPET WALL
INTERLOCKING PAVERS
WITH SNOWMELT SYSTEM
ON PRECAST HOLLOW
CORE PLANK
D
STONE VENEER
EXTERIOR MATERIALS
STUCCO
TIMBERS
PARAPET WALLS
WOOD BAY WALLS
RAILINGS
WOOD BELLY BAND
ROOF
FASCIA AND FLASHING
6" MOUNTAIN ASH 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
SMOOTH SAWN CLEAR RED CEDAR LAP SIDING
WITH WEATHERED GRAY/BROWN STAIN FINISH
SMOOTH SAWN CLEAR RED CEDAR LAP SIDING WITH
WEATHERED GRAY/ BROWN CLEAR STAIN FINISH
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
9/15/2017 4:59:45 PMA201
NORTH AND
WEST
ELEVATIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
000000
1/8" = 1'-0"
1 NORTH ELEVATION
1/8" = 1'-0"
2 WEST ELEVATION
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
T.O. CHIMNEY
149' - 0"
C E F H J B G A
HEAVY TIMBER FRAMED
PORTE COCHERE
2
A302
C .1
TOP OF ROOF
DECKING AT
RIDGE - 8260'-0"
3
A403
1
A404
2
A404
D64 D64 D64
D52
B.3
PRECAST CONCRETE
WALL CAP
MASONRY VENEER
WALL ASSEMBLY
WOOD BELLY BAND
LAP SIDING PARAPET
WALL
PRE-FINISHED METAL
COPING COVER
TWO-PART
FASCIA, TYP.
STANDING SEAM
METAL ROOF
ALUMINUM CLAD
WOOD WINDOWS
EXPOSED STEEL
ROOF SUPPORTS
METAL CLOSURE
WALL ASSEMBLY
TRASH ENCLOSURE
SNOW FENCE
DECORATIVE STEEL
W-SHAPE SUPPORTS
SUNSHADE
SITE STAIRS; RE:
CIVIL & LANDSCAPE
RETAINING WALL; RE:
CIVIL & LANDSCAPE
LAP SIDING WALL
ASSEMBLY
METAL RAIL @ DECK
MASONRY VENEER
CONC. ELEVATOR AND
MECHANICAL SHAFT
INTERLOCKING PAVERS
WITH SNOWMELT SYSTEM
ON PRECAST HOLLOW
CORE PLANK17' - 0"11' - 0" 10' - 0" 11' - 0" 12' - 0" 25' - 9 1/2" 14' - 9" 9' - 0" 19' - 0" 19' - 9"
2' - 0"
6' - 0"
3' - 2 7/8"
21' - 5 7/8"
121' - 0 1/8"
D67
D100
A24
D93
C7 C6 C5
A25
D101
D37
D36
D102
G9
D
STONE VENEER
EXTERIOR MATERIALS
STUCCO
TIMBERS
PARAPET WALLS
WOOD BAY WALLS
RAILINGS
WOOD BELLY BAND
ROOF
FASCIA AND FLASHING
6" MOUNTAIN ASH 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
SMOOTH SAWN CLEAR RED CEDAR LAP SIDING
WITH WEATHERED GRAY/BROWN STAIN FINISH
SMOOTH SAWN CLEAR RED CEDAR LAP SIDING WITH
WEATHERED GRAY/ BROWN CLEAR STAIN FINISH
BLACK POWDER COATED STEEL
DARK BROWN STANDING SEAM METAL ROOF,
NON-REFLECTIVE FINISH
DARK BROWN METAL
FLAT ROOF 4-6" GRAY ROCK BALLAST ON EPDM
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
3
A301
1 4 5 63 4.1 1.1 1.2 0.1
T.O. CHIMNEY
149' - 0"
1
A301
SLIDING DOORS AT SOUTH PATIOS
2
A301
ENTRANCE
TO BREEZE
WAY STAIR
3
A404
1
A405
2
A405
1
A408
D9
D69 D69
D9 D75 D10 D10
D69
D9
D69
D66D66 D66 D66 D24
D44
2
A408
D73
D72
4
A408
170' - 5 1/4"
9' - 8 3/4" 6' - 8 3/8" 8' - 7" 71' - 3 3/8" 48' - 2 5/8" 3' - 6" 5' - 3" 17' - 2 1/8"17' - 0"11' - 0" 10' - 0" 11' - 0" 12' - 0" MASONRY VENEER
WALL ASSEMBLY
WOOD BELLY BAND
LAP SIDING PARAPET
WALL
PRE-FINISHED METAL
COPING COVER
TWO-PART
FASCIA, TYP.
STANDING SEAM
METAL ROOF
ALUMINUM CLAD
WOOD WINDOWS
DECORATIVE STEEL
W-SHAPE SUPPORTS
ON STEEL PLATE
METAL CLOSURE
WALL ASSEMBLY
SNOW FENCE
SUNSHADE
SUNSHADE
MECH. ACCESS
GATE
D77
D78 B4 B3
G10
2
Scale
Date
Drawn By
Project Number
As indicated
9/15/2017 5:00:09 PMA202
SOUTH AND
EAST
ELEVATIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
000000
1/8" = 1'-0"
2 EAST ELEVATION
PERMIT
1/8" = 1'-0"
1 SOUTH ELEVATION
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
E C .1
D52 D5211' - 0" F3
F4
A505
16
OPP4' - 6"3' - 0" 8' - 6 1/4"HOLLOW-CORE
PRECAST CONRETE
PLANK; RE: STRUCT
INTERLOCKING
PAVERS WITH
SNOWMELT SYSTEM
PRECAST INVERTED TEE
BEAM; RE: STRUCT
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
2" RIGID INSULATION
2-1/2" CONCRETE
TOPPING SLAB
DOUBLE TEE;
RE: STRUCT
4" CONCRETE TOPPING
SLAB ON DRAINAGE MAT,
RE: STRUCT
STUCCO SOFFIT
19' - 9" SPRAY FIREPROOFING
S1
D
LEVEL 2
111' - 0"
LEVEL 3
121' - 0"
CB
D53
10' - 0" 9' - 2 7/8"
LEVEL 2
111' - 0"
LEVEL 3
121' - 0"
C B
D53
10' - 0"LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
C
D34
B.3
11' - 0"6' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
B.3
D34
STONE VENEER
EXTERIOR MATERIALS
STUCCO
TIMBERS
PARAPET WALLS
WOOD BAY WALLS
RAILINGS
WOOD BELLY BAND
ROOF
FASCIA AND FLASHING
6" MOUNTAIN ASH 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
SMOOTH SAWN CLEAR RED CEDAR LAP SIDING
WITH WEATHERED GRAY/BROWN STAIN FINISH
SMOOTH SAWN CLEAR RED CEDAR LAP SIDING WITH
WEATHERED GRAY/ BROWN CLEAR STAIN FINISH
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
3/16" = 1'-0"9/15/2017 5:00:27 PMA203
MISC. EXTERIOR
ELEVATIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3/16" = 1'-0"
1 BREEZEWAY ELEVATION LOOKING WEST
3/16" = 1'-0"
2 ELEVATION
3/16" = 1'-0"
3 ELEVATION
3/16" = 1'-0"
4 ELEVATION
3/16" = 1'-0"
5 ELEVATION
3/16" = 1'-0"
EXTERIOR MATERIALS
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
T.O. CHIMNEY
149' - 0"
E H JB G A C .1 B.3 17' - 0"11' - 0" 10' - 0" 11' - 0" 12' - 0" 121' - 0 1/8"
GARAGE
G01
RR
135
RR
136
RR
128
OFFICE
G07
LOCKERS
G06
MECH /
JANITOR
G05
CENTRAL
STAIR
CS1
CONDOMINIUM
3B
245
CONDOMINIUM
3B
245
BOARD
ROOM
202
STORAGE
134
RECEPTION
HALL
201
CONF.
226
A903
6
21' - 5 7/8"
3' - 2 7/8"
8' - 0" 19' - 9" 28' - 0" 14' - 9" 25' - 9 1/2"
D
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
T.O. CHIMNEY
149' - 0"
C E H J B G A C .1 B.3 17' - 0"11' - 0" 10' - 0" 11' - 0" 12' - 0" 121' - 0 1/8"
25' - 9 1/2" 14' - 9" 28' - 0" 19' - 9"
2' - 0"
6' - 0"
3' - 2 7/8"
21' - 5 7/8"
CONDOMINIUM 3B
245
RECEPTION HALL
201
BOARD ROOM
202
BREEZEWAY
101
ALPINE TUNING
126
TECH SHOP
G04
GARAGE
G01
4"
12"
3"
12"
D
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
T.O. CHIMNEY
149' - 0"
C E F H JB G A C .1 B.3 7' - 8 1/4"D
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"9/15/2017 5:00:39 PMA301
BUILDING
SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
000000
1/8" = 1'-0"
1 TRANSVERSE SECTION 01
1/8" = 1'-0"
2 TRANSVERSE SECTION 02
1/8" = 1'-0"
3 TRANSVERSE SECTION 03 - CENTRAL BREEZEWAY
01 PERMIT 07.01.15
No. Description Date
06 9-15-17
BLDG.PERMIT CORR.
10/24/17
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
Level 5
139' - 0"
1 4 5 63 1.1 1.2 0.1
T.O. CHIMNEY
149' - 0"
COACH LOUNGE
223
CONDOMINIUM 3B
245
CONDOMINIUM 3A
167
CLUB ROOM
207
RECEPTION HALL
201
MECH
209
WEST
BREEZEWAY
116
EL. VEST
237
GARAGE
G01
MECH
G02
BREEZEWAY
101
CENTRAL STAIR
CS1
EAST STAIR
ES0
RR
212
RR
213
ADMIN AND
WORKSPACES
214
RECEPTION HALL
201
ALPINE COACHES
WORK STATIONS
102
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
Level 5
139' - 0"
1 4 5 6 4.1 0.1
CLUB ROOM
207
M COACHES
110
WMNS COACHES
115
BREEZEWAY
101
RECEPTION HALL
201
CONDOMINIUM 3B
245
CONDOMINIUM 3A
167
COACH LOUNGE
223
EAST ELEV VEST
235
ELEV. VEST.
152
WOMENS
COACHES
149
MENS COACHES
144
GARAGE
G01
BOILER ROOM
G09
ELEV VEST
G10
WMNS COACHES
153
Scale
Date
Drawn By
Project Number
1/8" = 1'-0"9/15/2017 5:00:49 PMA302
BUILDING
SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEMEW
07.01.15
000000
1/8" = 1'-0"
1 LONGITUDINAL BUILDING SECTION 01
1/8" = 1'-0"
2 LONGITUDINAL BUILDING SECTION 02
02 P.E.C. RESUBMITTAL 8-25-14
01 P.E.C. SUBMITTAL 7-14-14
03 P.E.C. RESUBMITTAL 9-26-14
04 PERMIT 07.01.15
2
A302
1
A302
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
C C .1
A501
1A501
6
GYM
203
CONF
104
GARAGE
G01
CONDOMINIUM 3A
167
A502
1
X27
80
X73
SLOPE
F6
A603
6
A603
7
2
A851
1
A851
4
A851
A603
4
A501
14
A501
152
B.3
A502
8
LAP SIDING
ALUMINUM CLAD
WOOD WINDOWS
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
HOT, FLUID-APPLIED, FABRIC
REINFORCED RUBBERIZED
ASPHALT WATERPROOFING
MEMBRANE; RE: SPEC
2" RIGID EXTRUDED
POLYSTYRENE (XPS) FOAM
INSULATION
DRAINAGE MAT; RE: SPEC
AND GEOTECH REPORT
5" REINF. CONCRETE
SLAB ON GRADE; RE:
STRUCT
PERIMETER DRAIN;
RE: CIVIL
UNDERSLAB VAPOR
RETARDER
REINF. CONCRETE
FOOTING; RE:
STRUCT
CAST STONE
MASONRY WALL CAP
ANCHORED STONE
VENEER
METAL STUD
FRAMING
CONCRETE CURB;
RE: CIVIL
STRUCTURAL STEEL
COLUMN; RE: STRUCT
X37
D62
PRECAST DOUBLE-T;
RE: STRUCT
3.5" TOPPING SLAB ON
1/2" DRAIN BOARD PER
STRUCTURAL
F2 F3
ANCHORED STONE
VENEER
STUCCO SOFFIT
S1
STEEL BEAM;
RE: STRUCT
BELLY BAND
4"
12"
R2
F5
3-RAIL SNOW FENCE
WITH SCREEN BETWEEN
RAILS; RE: SPEC
STANDING SEAM
METAL ROOF
3" SPRAY FOAM
INSULATION (R-19)
F4
2' - 5 3/4"STEEL BEAM;
RE: STRUCT
BELLY BAND
4-1/2" CONCRETE SLAB
ON 2" METAL DECK
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
WOOD JOISTS;
RE: STRUCT
PLYWOOD SHEATHING;
RE: STRUCT
1-1/2" TOPPING SLAB;
RE: STRUCT
A501
31
D
132'-8" PLATE HT.4" TOTAL BUILD UP FOR
FURRED FLOORING AT
INTERIOR SPACES
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
CB
A501
6
A501
2
A501
1
GARAGE
G01
GYM
203
CONDOMINIUM
3A
167
CONF.
105
EHU
G16
F6
X33
33
808' - 0 3/4"A603
6
A502
9
3
A501
4
A501
A502
2
A603
1
A603
5
A603
6
A603
7
A501
10
A501
14
B.3
43
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
5" REINF. CONCRETE
SLAB ON GRADE; RE:
STRUCT
UNDERSLAB VAPOR
RETARDER
REINF. CONCRETE
FOOTING; RE:
STRUCT
HOLLOW-CORE
PRECAST CONRETE
PLANK; RE: STRUCT
INTERLOCKING
PAVERS WITH
SNOWMELT SYSTEM
F2
PRECAST DOUBLE-T;
RE: STRUCT
3.5"CONCRETE
TOPPING; RE: STRUCT
ON TOP OF 1/2" DRAIN
BOARD
STEEL BEAM;
RE: STRUCT
BELLY BAND
ALUMINUM CLAD
WOOD WINDOWS
D61
X37
S1
D34
X27
D89
R2
4"
12"
F4
DUCTWORK; RE: MECH
STEEL BEAM;
RE: STRUCT
BELLY BAND
4-1/2" CONCRETE
SLAB ON 2"
METAL DECK
4-1/2"CONCRETE
SLAB ON 2"METAL
DECK
1/4" / 12"
D52
5
A501
3' - 2 7/8" 6' - 0"1' - 6"0' - 6" D
4" FOR FIN. FLOOR BUILD
UP
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
C
C
C .1
A501
1
TREATMENT
204
OFFICE
106
GARAGE
G01
EHU
G16
CONDOMINIUM
3A
167
A501
6
F6
8' - 0"A603
11
A603
12
A502
9 A501
14
A603
11
A603
12
A502
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
INTERLOCKING
PAVERS WITH
SNOWMELT SYSTEM
80
43
4"
12"
R2
S1
X27
ALUMINUM CLAD
WOOD WINDOWS
STEEL BEAM;
RE: STRUCT
BELLY BAND
ALUMINUM CLAD
WOOD WINDOWS
STEEL BEAM;
RE: STRUCT
BELLY BAND
X17
X13
3-RAIL SNOW FENCE
WITH SCREEN BETWEEN
RAILS; RE: SPEC
STANDING SEAM
METAL ROOF
3" SPRAY FOAM
INSULATION (R-19)
D55
D58
F4
4-1/2" CONCRETE
SLAB ON 2"
METAL DECK
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
2' - 0" 6' - 7 3/8"
A501
2
8' - 6 1/4"A501
31
D
132'-8" PLATE HT.LINE OF FIN. FLOORING
Scale
Date
Drawn By
Project Number
3/8" = 1'-0"9/15/2017 5:00:59 PMA401
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3/8" = 1'-0"
1 WALL SECTION
3/8" = 1'-0"
2 WALL SECTION
3/8" = 1'-0"
3 WALL SECTION
1
A401
2
A401
3
A401
0' 1' 4' 8' 16'2'
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
C EB
A
C .1
A501
6
BOARD
ROOM
202
RECEPTION
HALL
201
GARAGE
G01
A501
21
A603
6
A505
16
X37
9' - 7 1/2" A851
16
17
A851
A501
13245
A501
10
A501
10
5.00%
CONDOMINIUM
3B
245
B.3
HOLLOW-CORE
PRECAST CONRETE
PLANK; RE: STRUCT
INTERLOCKING
PAVERS WITH
SNOWMELT SYSTEM
PRECAST INVERTED TEE
BEAM; RE: STRUCT
F6
F2
X33
X33
F4
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
5" REINF. CONCRETE
SLAB ON GRADE; RE:
STRUCT
REINF. CONCRETE
FOOTING; RE:
STRUCT
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
OVERHEAD COILING
DOOR
DOUBLE TEE;
RE: STRUCT
3.5" CONCRETE TOPPING
SLAB ON 1/2" DRAIN
BOARD, RE: STRUCT
S1 STUCCO SOFFIT
PLYWOOD SHEATHING;
RE: STRUCT
1-1/2" CONCRETE
TOPPING SLAB
FLOOR JOISTS;
RE: STRUCT
F5
9' - 0 1/2"VARIES7' - 9 5/8"VARIES; GABLE ROOF/CEILING144' - 1 1/4"
3' - 2 7/8" 6' - 0" 2' - 0" 19' - 9"
ROOF JOISTS;
RE: STRUCT
STANDING SEAM
METAL ROOF
3" SPRAY FOAM
INSULATION (R-19)
ROOF JOISTS;
RE: STRUCT
STANDING SEAM
METAL ROOF
3" SPRAY FOAM
INSULATION (R-19)
R2
R2
88
S1
19
A504
2 5 .60°
25.40°9' - 0 7/8"8' - 11 3/8"8' - 0"1
A409
D
5' - 11"137'-10-3/4" T.O. BEAM4" FOR FIN. FLOOR BUILD
UP
1
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
C C .1
ELEV.
EQUIP
G14
EHU
STUDIO -
TYPE A
UNIT
G15
KITCH.
216
6
A603
8
A603
7
A603
A502
2
A501
1
A502
9
D34
8
A501
A501
12
6
A501
A501
10
80 73
43
CLUB
ELEV
CE1
CONDOMINIUM 3B
245
B.3
A502
3
F1
F6
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
5" REINF. CONCRETE
SLAB ON GRADE; RE:
STRUCT
UNDERSLAB VAPOR
RETARDER
REINF. CONCRETE
FOOTING; RE:
STRUCT
EXHAUST FAN; RE:
MECH
EXHAUST GRILLE; RE:
MECH
HOLLOW-CORE
PRECAST CONRETE
PLANK; RE: STRUCT
INTERLOCKING
PAVERS WITH
SNOWMELT SYSTEM
43
13
88
A501
14
SIM
X23
X27
R2
ROOF JOISTS;
RE: STRUCT
STANDING SEAM
METAL ROOF
3" SPRAY FOAM
INSULATION (R-19)
LAP SIDING
ALUMINUM CLAD
WOOD WINDOWS
BELLY BAND
2
A501
7
A501
6' - 0" 2' - 0"
S1
D
133'-3-7/8" PLATE HT.Scale
Date
Drawn By
Project Number
3/8" = 1'-0"9/15/2017 5:01:09 PMA402
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3/8" = 1'-0"
1 WALL SECTION 04 -
3/8" = 1'-0"
2 WALL SECTION 05 -
1
A402
2
A402
0' 2' 8' 16' 32'4'
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
C
B
B C .1
A501
6
A501
1
GARAGE
G01
CONF.
139
ADMIN AND
WORKSPACES
214
ADMIS. OFFICE
217
A603
5
A603
7
A501
10
A603
6
A603
6
A603
7
3
A501
4
A501
A603
1
A603
2
EHU STUDIO -
TYPE A UNIT
G15
A501
14
33
33
80
43
A502
2
B.3
B.3
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
5" REINF. CONCRETE
SLAB ON GRADE; RE:
STRUCT
UNDERSLAB VAPOR
RETARDER
REINF. CONCRETE
FOOTING; RE:
STRUCT
PRECAST DOUBLE-T;
RE: STRUCT
3.5"CONCRETE
TOPPING; RE: STRUCT
HOLLOW-CORE
PRECAST CONRETE
PLANK; RE: STRUCT
INTERLOCKING
PAVERS WITH
SNOWMELT SYSTEM
F2
STEEL BEAM;
RE: STRUCT
BELLY BAND
ALUMINUM CLAD
WOOD WINDOWS
R2
F4
STEEL BEAM;
RE: STRUCT
BELLY BAND
4-1/2" CONCRETE
SLAB ON 2"
METAL DECK
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
D
F6
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
C .1
CONF.
218
ADMIN
AND
WORKSPACES
214
F.ST./F.SK.
OFFICE
141
GARAGE
G01
A501
6
A501
1
4
A501
A603
6
A501
14
A502
1
A603
7
X37
X27
B.3
A502
8
5" REINF. CONCRETE
SLAB ON GRADE;
RE: STRUCT
REINF. CONCRETE
FOOTING; RE:
STRUCT
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
80
2" RIGID EXTRUDED
POLYSTYRENE
WATERPROOF
MEMBRANE
DRAINAGE BOARD
VAPOR RETARDER
PEREMETER DRAIN;
RE: CIVIL
DOUBLE TEE;
RE: STRUCT
3.5" CONCRETE TOPPING
SLAB ON 1/2" DRAIN MAT,
RE: STRUCT
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
SIM
3-RAIL SNOW FENCE
WITH SCREEN BETWEEN
RAILS; RE: SPEC
STANDING SEAM
METAL ROOF
RAFTERS; RE: STRUCT
W-SHAPE STEEL
COLUMN; RE: STRUCT
TIMBER BEAM; RE:
STRUCT
METAL RAIL10
A504
A504
9
D56
ALUMINUM CLAD
WOOD WINDOWS
METAL DECK;
RE: STRUCT
TAPERED INSULATION
STONE BALLAST
HOT, FLUID-APPLIE, FABRIC-
REINFORCED RUBBERIZED
ASPHALT WATERPOOFING
MEMBRANE ON 5/8"
DENSDECK PRIME.
FILTER FABRIC AND
DRAINAGE MAT ON
ASPHALTIC HARDBOARD
PROTECTION BOARD
A504
5
A501
31
D
133'-0-7/8" T.O. BEAM4" FINISH TOPPING
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
6
A501
6
X37
A501
20
80
80
A501
17
DOUBLE TEE;
RE: STRUCT
3.5" CONCRETE TOPPING
SLAB ON 1/2" DRAIN
BOARD, RE: STRUCT
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
BOOK KEEPER
OFFICE
221
TRASH/RECYLCING
154
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
A502
14
A504
5
4" FINISH TOPPING
Scale
Date
Drawn By
Project Number
3/8" = 1'-0"9/15/2017 5:01:19 PMA403
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3/8" = 1'-0"
1 WALL SECTION
3/8" = 1'-0"
2 WALL SECTION
3/8" = 1'-0"
3 WALL SECTION
1
A403
3
A403
2
A403
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
6
6
A902
A502
4
A501
18
A501
19
A502
1
A502
212' - 0" 11' - 0" 10' - 0" 3' - 10 3/4"GARAGE
G01
EAST STAIR
ES1
5" REINF. CONCRETE
SLAB ON GRADE;
RE: STRUCT
REINF. CONCRETE
FOOTING; RE:
STRUCT
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
2" RIGID EXTRUDED
POLYSTYRENE
WATERPROOF
MEMBRANE
DRAINAGE BOARD
VAPOR RETARDER
PEREMETER DRAIN;
RE: CIVIL
PRE-FINISHED METAL
COPING COVER
BELLY BAND
PREFAB METAL
STAIRS
NATURAL STONE WALL
ASSEMBLY; RE: A571
LAP SIDING
PRECAST DOUBLE-T;
RE: STRUCT
METAL FRAMED GYP. BD
CEILING
INVERTED ROOF
MEMBRANE ASSEMBLY
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
METAL FRAMED GYP. BD
CEILING
METAL GUARDRAIL
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
6
ELECTRICAL
151
BOILER ROOM
G09
MECH.
150
ADMIN AND
WORKSPACES
214
MECH
232
EVENT
STOR
234
CONDOMINIUM 3B
245
A603
5
A603
9
A501
30
A603
14
A502
1
D73
A502
10
80
X27
23
23
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
PEREMETER DRAIN;
RE: CIVIL
PRECAST DOUBLE-T;
RE: STRUCT
3.5" CONCRETE TOPPING
ON 1/2" DRAIN BOARD;
RE: STRUCT
4" HIGH (NOMINAL)
HOUSEKEEPING PAD;
RE: MECH
PRE-FINISHED METAL
COPING COVER
NATURAL STONE WALL
ASSEMBLY; RE: A571
BELLY BAND
LAP SIDING WALL
ASSEMBLY; RE: A571
DRYWALL CEILING;
RE: RCP
INVERTED ROOF
MEMBRANE ASSEMBLY
ALUMINUM CLAD
WOOD WINDOWS
METAL CLOSURE WALL
ASSEMBLY; RE: A571
T&G SOFFIT
STEEL BEAM; RE:
STRUCT
ROOF JOISTS;
RE: STRUCT
STANDING SEAM
METAL ROOF
FASCIA
4 " FIN. CONCRETE
TOPPING
F2
F1
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
HJ
G
A603
11
A603
11
A501
211
X13
A501
23
A603
1
A501
25
A502
1
A502
2
80
43
36
36
80
CLUB STORAGE
G08
GARAGE
G01
WMNS ACRO
LOCKERS
148
SNOWBOARD /
BOOT STORAGE
131
ADMIN AND
WORKSPACES
214
OPERATIONS
MANAGER
229
CONDOMINIUM 3B
245
25' - 9 1/2" 14' - 9"
A504
32
A504
5
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
PEREMETER DRAIN;
RE: CIVIL
PRECAST DOUBLE-T;
RE: STRUCT
3-1/2"CONCRETE
TOPPING ON 1/2" DRAIN
BOARD; RE: STRUCT
SUNSHADE
A501
30
FINISH GRADE
WATERPROOF
MEMBRANE ON
4-1/2" CONC. SLAB
ON 2" METAL DECK
SUNSHADE
BELLY BAND
LAP SIDING WALL
ASSEMBLY; RE: A571
INVERTED ROOF
MEMBRANE ASSEMBLY
ALUMINUM CLAD
WOOD WINDOWS
ROOF JOISTS;
RE: STRUCT
STANDING SEAM
METAL ROOF
3" SPRAY FOAM
INSULATION (R-19)
A501
33
PLYWOOD SHEATHING;
RE: STRUCT
1-1/2" CONCRETE
TOPPING SLAB
FLOOR JOISTS;
RE: STRUCT
BELLY BAND
ALUMINUM CLAD
WOOD WINDOWS
ALUMINUM CLAD
WOOD WINDOWS
D9
D69
D66
STEEL BEAM;
RE: STRUCT
4-1/2" CONCRETE SLAB
ON 2" METAL DECK
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
PRECAST INVERTED TEE
BEAM; RE: STRUCT139'-5-1/4" PLATE HT.4 " FIN. CONCRETE
TOPPING
Scale
Date
Drawn By
Project Number
3/8" = 1'-0"9/15/2017 5:01:29 PMA404
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3/8" = 1'-0"
1 WALL SECTION
3/8" = 1'-0"
2 WALL SECTION
3/8" = 1'-0"
3 WALL SECTION
1
A403
2
A403
3
A403
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
G
A505
8
A505
18
ADMIN AND
WORKSPACES
214
WMNS COACHES
147
GARAGE
G01
A505
23
A505
28
8' - 3"A501
10
7' - 6"CONDOMINIUM 3B
245
PRECAST INVERTED
TEE BEAM;
RE: STRUCT
5" REINF. CONCRETE
SLAB ON GRADE;
RE: STRUCT
VAPOR RETARDER
PRECAST DOUBLE-T;
RE: STRUCT
3-1/2"CONCRETE TOPPING
ON TOP OF 1/2" DRAINAGE
BOARD; RE: STRUCT
33
4-1/2" CONCRETE SLAB
ON 2" METAL DECK
STEEL BEAM; RE:
STRUCT
ACT CEILING
SLIDING DOOR; RE: DOOR
SCHEDULE
1-1/2" CONCRETE
TOPPING SLAB
3/4" FLOOR SHEATHING;
RE: STRUCT
FLOOR JOISTS;
RE: STRUCT
5/8" GYPSUM
BOARD
SLIDING DOOR; RE: DOOR
SCHEDULE
STUCCO SOFFIT;
RE: A571
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
9' - 8"10' - 8"11' - 0"10' - 0" 11' - 0" 12' - 0" STONE FLOOR TILE ON
DRAINBOARD ON
WATERPROOF
MEMBRANE
4-1/2" CONCRETE SLAB ON
2" METAL DECK
METAL GUARDRAIL ON
KNEE WALL
STONE FLOOR TILE ON
DRAINBOARD ON
WATERPROOF
MEMBRANE
PLYWOOD SHEATHING
ON TAPERED FLOOR
JOIST; RE: STRUCT
STUCCO ON PLYWOOD
SHEATHING
LVL RIM JOISTS;
RE: STRUCT
4" FINISHED TOPPING
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
H J G
A603
12
A603
11
A502
2
355
A501
A505
8
A505
13
A851
5
A501
10
A501
10
X17
36
GARAGE
G01
TECH SHOP
G04
ALPINE TUNING
126
RECEPTION HALL
201
A502
12
A502
1
25' - 9 1/2" 14' - 9"8' - 3"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
PEREMETER DRAIN;
RE: CIVIL
DUCTWORK;
RE: MECH
PRECAST DOUBLE-T;
RE: STRUCT
3-1/2"CONCRETE
TOPPING ON 1/2" DRAIN
BOARD; RE: STRUCT
STEEL BEAM;
RE: STRUCT
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK; RE: STRUCT
INTERLOCKING
PAVERS WITH
SNOWMELT SYSTEM
BREEZEWAY
101
PRECAST INVERTED
TEE BEAM;
RE: STRUCT
34
A504
355
A501
34
A504
35
A501
CONCRETE COLUMN;
RE: STRUCT
S1
STUCCO SOFFIT;
RE: A571
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
F4
F2
F3
4-1/2" CONCRETE SLAB
ON 2" METAL DECK
STEEL BEAM; RE:
STRUCT
8' - 6"
7' - 6"
0' - 6"
33
80
80
ROOF JOISTS;
RE: STRUCT
STANDING SEAM
METAL ROOF
X28
2
A409
3" SPRAY FOAM
INSULATION (R-19)
BELLY BAND
W-SHAPE STEEL
ROOF SUPPORTS
1-1/2" CONCRETE
TOPPING SLAB
3/4" FLOOR SHEATHING;
RE: STRUCT
FLOOR JOISTS;
RE: STRUCT
5/8" GYPSUM
BOARD
SLIDING DOOR; RE: DOOR
SCHEDULE
STONE FLOOR TILE ON
DRAINBOARD ON
WATERPROOF
MEMBRANE
PLYWOOD SHEATHING
ON TAPERED FLOOR
JOIST; RE: STRUCT
LAP SIDING WALL
ASSEMBLY; RE: A571
ALUMINUM CLAD WOOD
WINDOWS
ALUMINUM CLAD
WOOD WINDOW
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. BEAM4" FIN. CONCRETE
TOPPING
F6
Scale
Date
Drawn By
Project Number
3/8" = 1'-0"9/15/2017 5:01:37 PMA405
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3/8" = 1'-0"
1 WALL SECTION
3/8" = 1'-0"
2 WALL SECTION
2
A403
1
A403
01 PERMIT 07.01.15
No. Description Date
06 9-15-17
F2
BLDG.PERMIT CORR.
10/24/17
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
1 0.1
T.O. CHIMNEY
149' - 0"
A502
1
X40
X28
A603
1
8' - 0 5/8"368228.174
A904
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
PEREMETER DRAIN;
RE: CIVIL
PRECAST DOUBLE-T;
RE: STRUCT
3-1/2"CONCRETE TOPPING
ON TOP OF 1/2" DRAINAGE
BOARD; RE: STRUCT
MECHANICAL DUCT;
RE: MECH
SLAB ON GRADE
METAL GUARD RAIL
NATURAL STONE
WALL ASSEMBLY;
RE: A102 & A571
PRECAST
CONCRETE CAP
ALUMINUM CLAD
WOOD WINDOWS
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
4-1/2" CONCRETE SLAB
ON 2" METAL DECK
STEEL BEAM; RE: STRUCT
S1
F4
F6
A504
12
ROOF JOISTS;
RE: STRUCT
STANDING SEAM
METAL ROOF
3" SPRAY FOAM
INSULATION (R-19)
D79
D82
ALUMINUM CLAD
WOOD WINDOWS
METAL CLOSURE
BELLY BAND
STUCCO SOFFIT
4" FIN. TOPPING
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
1 1.1 0.1
A502
1
A505
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
PEREMETER DRAIN;
RE: CIVIL
PRECAST DOUBLE-T;
RE: STRUCT
2" RIGID EXTRUDED
POLYSTYRENE (XPS)
FOAM INSULATION
3-1/2"CONCRETE
TOPPING ON TOP OF
1/2" DRAINANGE
BOARD; RE: STRUCT
F2
80
34
F2
X17
18
A501
19
A501
F5
F3
4-1/2" CONCRETE SLAB
ON 2" METAL DECK
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
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
ALUMINUM CLAD
WOOD WINDOWS
METAL CLOSURE
34
7311' - 0"10' - 0" 11' - 0" 12' - 0" ROOF JOISTS;
RE: STRUCT
STANDING SEAM
METAL ROOF
3" SPRAY FOAM
INSULATION (R-19)
D83
C3
1-1/2" CONCRETE
TOPPING SLAB
3/4" FLOOR SHEATHING;
RE: STRUCT
FLOOR JOISTS;
RE: STRUCT
5/8" GYPSUM
BOARD
CONDOMINIUM 3A
167
CLUB ROOM
207
ELEV VEST
118
STORAGE
117
WEST
BREEZEWAY
116
GARAGE
G01
EL. MA.
238
WEST ELEV VEST
PSE3
CONDO 4
169
METAL GUARD RAIL;
RE: LANDSCAPE
SIDEWALK; RE:
LANDSCAPE & CIVIL
4" FIN. CONCRETE
TOPPING
F6
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
10.1
A504
12
A504
8
A504
7
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
PEREMETER DRAIN;
RE: CIVIL
PRECAST DOUBLE-T;
RE: STRUCT
2" RIGID EXTRUDED
POLYSTYRENE (XPS)
FOAM INSULATION
3-1/2"CONCRETE
TOPPING UNDER 1/2"
DRAINAGE BOARD; RE:
STRUCT
MECHANICAL DUCT;
RE: MECH
30
A501
15
A501
9' - 8 3/4"
METAL GUARD RAIL
CONC. SIDEWALK;
RE: CIVIL
STONE VENEER ON
1" MORTAR
PRECAST
CONCRETE CAP
MECHANICAL
LOUVER; RE: MECH
PRECAST
CONCRETE CAP
BELLY BAND
LAP SIDING
PARAPET
STONE VENEER
WALL ASSEMBLY;
RE: A202 & A271
PRE-FINISHED
METAL COPING
COVER
INTERLOCKING
PAVERS WITH
SNOWMELT SYSTEM
ON 4-1/2" CONCRETE
SLAB ON 2" METAL
DECK;
PRECAST DOUBLE-T;
RE: STRUCT
3-1/2"CONCRETE
TOPPING; RE: STRUCT
73
1' - 6"
Scale
Date
Drawn By
Project Number
3/8" = 1'-0"9/15/2017 5:01:47 PMA406
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3/8" = 1'-0"
2 WALL SECTION
3/8" = 1'-0"
1 WALL SECTION
3
A403
2
A403
1
A403
3/8" = 1'-0"
3 WALL SECTION
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
LEVEL 1
100' - 0"
GARAGE
88' - 0"
3
A408
3
A408
A15 A7
0' - 8" 6' - 6"17
A603
16
A603
15
A603
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
5" REINF. CONCRETE
SLAB ON GRADE; RE:
STRUCT
REINF. CONCRETE
FOOTING; RE: STRUCT
SUBBASE; RE: SOILS
REPORT
SUBGRADE
PERMETER DRAIN;
RE: CIVIL
WATERPROOF
MEMBRANE
EXHAUST LOUVER;
RE: MECHALUMINUM CLAD
WOOD WINDOWS
NATURAL STONE
WALL ASSEMBLY;
RE: A571
INTERLOCKING
PAVERS WITH
SNOWMELT SYSTEM
HOLLOW-CORE
PRECAST CONRETE
PLANK; RE: STRUCT
A502
11
A502
1
LEVEL 1
100' - 0"
GARAGE
88' - 0"
3
3
A408
3
A408
SIM
D17
80
A502
1
16
A60317
A603
15
A603
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
5" REINF. CONCRETE
SLAB ON GRADE; RE:
STRUCT
REINF. CONCRETE
FOOTING; RE:
STRUCT
SUBBASE; RE: SOILS
REPORT
SUBGRADE
PERMETER DRAIN;
RE: CIVIL
WATERPROOF
MEMBRANE
EXHAUST LOUVER;
RE: MECH
ALUMINUM CLAD
WOOD WINDOWS
NATURAL STONE
WALL ASSEMBLY;
RE: A571
INTERLOCKING
PAVERS WITH
SNOWMELT SYSTEM
A502
11
OPP SLOPE
HOLLOW-CORE
PRECAST CONRETE
PLANK; RE: STRUCT
G4
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
1 1.10.1
A504
20
8
A502
SIM
4
A501
SIM
A501
5
SIM
S1
F4
X40
X47
A502
2
F2
A502
1
88
80
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
5" REINF. CONCRETE
SLAB ON GRADE; RE:
STRUCT
REINF. CONCRETE
FOOTING; RE:
STRUCT
PERMETER DRAIN;
RE: CIVIL
WATERPROOF
MEMBRANE
VAPOR RETARDER
NATURAL STONE
WALL ASSEMBLY;
RE: A571
WEST STAIR
WS0
GARAGE
G01
GYM
203
WEST STAIR
WS2
WEST STAIR
WS1
73
10' - 7 1/2"RUBBER FLOOR8' - 6"ACOUSTIC CEILING
TILE
SUSPENDED CEILING
TEE
A501
19
A501
1811' - 0"10' - 0" 11' - 0" 12' - 0" A504
11
A504
11
PRECAST DOUBLE-T;
RE: STRUCT
PRECAST CONCRETE
CAP
STUCCO SOFFIT
8' - 6 1/4"STANDING SEAM
METAL ROOF
ROOF JOISTS; RE:
STRUCT
12"x24" HEAVY
TIMBER BEAM
W-SHAPE;
RE: STRUCT
PRE-FINISHED
METAL COPING
COVER
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
4-1/2" CONCRETE
SLAB ON 2" METAL
DECKA505
7
BELLY BAND
LAP SIDING WALL
ASSEMBLY; RE: A571
STUCCO BOARD
3' - 10 3/4"CAST-IN-PLACE
STAIR; RE:
LANDSCAPE
RECESSED WALL
MOUNT LIGHT
FIXTURE; RE: ELECT
TOUNGE AND
GROOVE SOFFIT
2" RIGID EXTRUDED
POLYSTYRENE133'-10-1/8" T.O. BEAMScale
Date
Drawn By
Project Number
3/8" = 1'-0"9/15/2017 5:01:56 PMA407
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3/8" = 1'-0"
1 WALL SECTION - WEST EHU PATIO
3/8" = 1'-0"
2 WALL SECTION - EAST EHU PATIO
3/8" = 1'-0"
3 WALL SECTION
1
A403
1
A407
2
A407
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
LEVEL 1
100' - 0"
GARAGE
88' - 0"
A
1
A407
1
A407
A603
16
SLOPE
A502
7
A501
22
A502
6
HOLLOW-CORE
PRECAST CONRETE
PLANK; RE: STRUCT
INTERLOCKING
PAVERS WITH
SNOWMELT SYSTEM
PRECAST
CONCRETE WALL
CAP
ANCHORED STONE
VENEER WALL
ASSEMBLY
CAST-IN-PLACE
CONCRETE STAIRS
ANCHORED STONE
VENEER WALL
ASSEMBLY
REINF. CONCRETE
FOOTING; RE:
STRUCT
43
A7
METAL FRAMED
DRYWALL CEILING
BATT INSULATION
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
LEVEL 3
121' - 0"
H
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
2" RIGID INSULATION
2-1/2" CONCRETE
TOPPING SLAB
PRECAST DOUBLE-T;
RE: STRUCT
2" RIGID EXTRUDED
POLYSTYRENE (XPS)
FOAM INSULATION
2-1/2"CONCRETE
TOPPING; RE: STRUCT
80
73
3610' - 0"11' - 0" PRE-FINISHED METAL
COPING COVER
BELLY BAND
LAP SIDING WALL
ASSEMBLY; RE: A571
SUNSHADE
INVERTED ROOF
MEMBRANE ASSEMBLYSTEEL BEAM;
RE: STRUCT
SOIL ON 4-1/2" CONCRETE
SLAB ON 2" METAL DECK;
RE: STRUCT & CIVIL
PRECAST CONCRETE
WALL CAP ALUMINUM CLAD
WOOD WINDOWS
D24
ANCHORED STONE
VENEER WALL
ASSEMBLY; RE: A571
A504
32
A501
30
A504
5
A603
1
LEVEL 4
132' - 0"
T.O. CHIMNEY
149' - 0"
E
17' - 0"PLYWOOD SHEATHING;
RE: STRUCT
1-1/2" CONCRETE
TOPPING SLAB
FLOOR JOISTS;
RE: STRUCT
ROOF HATCH
ROOF JOISTS;
RE: STRUCT
STANDING SEAM
METAL ROOF
3" SPRAY FOAM
INSULATION (R-19)
26
STANDING SEAM
METAL ROOF
26
8' - 0"3' - 3 1/8"7' - 6 3/8"LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
H G
A851
16
A502
2
A504
32
15
15
X24
A851
8
14' - 9"
WMNS ALPINE
LOCKERS
114
CLUB ROOM
207
GARAGE
G01
TECH SHOP
G04
CONDOMINIUM 3A
167
A504
5
A504
29
PRE-FINISHED METAL
COPING COVER
BELLY BAND
LAP SIDING WALL
ASSEMBLY; RE: A571
SUNSHADE
INVERTED ROOF
MEMBRANE ASSEMBLY
A501
30
FULL LITE SWING
DOOR; RE: A850
PLYWOOD SHEATHING;
RE: STRUCT
1-1/2" CONCRETE
TOPPING SLAB
FLOOR JOISTS;
RE: STRUCT
ALUMINUM CLAD
WOOD WINDOWS
STEEL BEAM;
RE: STRUCT
4-1/2" CONCRETE SLAB
ON 2" METAL DECK
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK
METAL FRAMED
DRYWALL CEILING
STEEL BEAM;
RE: STRUCT
4-1/2" CONCRETE
SLAB ON 2" METAL
DECK; RE: STRUCT
INTERLOCKING
PAVERS WITH
SNOWMELT SYSTEM
36
HALL
127
5" REINF. CONCRETE
SLAB ON GRADE;
RE: STRUCT
REINF. CONCRETE
FOOTING; RE:
STRUCT
VAPOR RETARDER
PRECAST DOUBLE-T;
RE: STRUCT
2" RIGID EXTRUDED
POLYSTYRENE (XPS)
FOAM INSULATION
2-1/2"CONCRETE
TOPPING; 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
SUNSHADE
BELLY BAND
DECORATIVE STEEL
W-SHAPE SUPPORTS
ROOF JOISTS;
RE: STRUCT
STANDING SEAM
METAL ROOF
3" SPRAY FOAM
INSULATION (R-19)8' - 7"9' - 7 1/2"10' - 7 1/2"139'-4-1/8" PLATE HT.Scale
Date
Drawn By
Project Number
3/8" = 1'-0"9/15/2017 5:02:06 PMA408
WALL SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3/8" = 1'-0"
3 WALL SECTION 20 -
3/8" = 1'-0"
2 WALL SECTION 21
3/8" = 1'-0"
4 MECHANICAL CHIMNEYS
3/8" = 1'-0"
1 WALL SECTION
1
A408
3
A408
2
A408
4
A408
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
3
8' - 0"EHU
G16
EHU STUDIO -
TYPE A 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
PRECAST CONCRETE
CAP
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
1 27' - 3 1/8"
2
LEVEL 2
111' - 0"
LEVEL 3
121' - 0"10' - 0"HEAVY TIMBER
BEAM; RE: STRUCT
ROOF JOISTS;
RE: STRUCT
STANDING SEAM
METAL ROOF
W-SHAPE STEEL
SUPPORTS; RE:
STRUCT
STEEL PLATE;
RE: STRUCT
ANCHORED STONE
VENEER WALL
ASSEMBLY; RE: A571 30
A501
5
A504
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
A504
1
G202
Scale
Date
Drawn By
Project Number
3/8" = 1'-0"9/15/2017 5:02:15 PMA409
LOW GABLE
SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3/8" = 1'-0"
1 PORTE COCHERE GABLE
3/8" = 1'-0"
2 SOUTH TERRACE
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
WEATHERED WOOD
LAP SIDING
2" R-9 CONTINUOUS
RIGID INSULATION
STEEL BEAM; RE:
STRUCT
4-1/2" CONCRETE SLAB
ON 2" METAL DECK; RE:
STRUCT
FLUID-APPLIED
AIR/WATER BARRIER ON
5/8" GYP. SHEATHING
BACKER ROD AND
SEALANT
2X14 WEATHERED
WOOD BELLY BAND
0' - 0 1/2" 2-1/2" METAL STUD
FRAMING AT 16" O.C.1' - 11" 3-COAT STUCCO
SOFFIT
2X4 WEATHERED
WOOD TRIM
2X14 BELLY BAND
J-MOLD
BACKER ROD AND
SEALANT
CASING BEAD
BACKER ROD AND
SEALANT
STEEL BEAM; RE:
STRUCT
STUCCO WALL
ASSEMBLY; RE: FLOOR
PLANS & BUIDLING
ASSEMBLIES
F4
2" R-9 CONTINUOUS
RIGID INSULATION
6" METAL STUD
FRAMING AT 16" O.C.
WITH R-19 BATT
INSULATION
STEEL BEAM; RE:
STRUCT
4-1/2" CONCRETE SLAB
ON 2" METAL DECK; RE:
STRUCT
FLUID-APPLIED
AIR/WATER BARRIER ON
5/8" GYP. SHEATHING
2-1/2" METAL STUD
FRAMING AT 16" O.C.
3-COAT STUCCO
SOFFIT
METAL LATH
SCRATCH COAT
MORTAR SETTING BED
STONE VENEER
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
10" HOLLOW CORE
PLANK; RE: STRUCT
WATERPROOFING
MEMBRANE
DRAINBOARD
HYDRONIC SNOWMELT
SYSTEM
4" PAVERS ON 1" SAND
PROTECTION BOARD
1-1/2"Ø GUARDRAIL; SET
WITH EPOXY SPPED
GROUT AND SEAL
0' - 6"1' - 6"0' - 6"
STONE RUBBLE CAP
WITH 1" OVERHANG ON
EACH SIDE
CURB & GUTTER;
RE: CIVIL
STONE VENEER
STRUCTURAL RETAINING
WALL; RE: STRUCT
BRICK LEDGE ANGLE
8X12 TIMBER
ABOVE; RE: STRUCT
2-1/2" METAL STUD
FRAMING
5/8" DENSGLAS
SHEATHING
WOOD CLADING
1' - 4 1/2" 1' - 4 1/2"
A570
13
A570
13
PRECAST CAP
WALL BELOW
0' - 1"2' - 2 1/4"0' - 1" 0' - 1" 4' - 1 1/2" 0' - 1"2' - 4 1/4" CAP4' - 3 1/2" CAP
PRECAST WALL CAP
ABOVE
3-5/8" METAL STUD
FRAMING
STONE VENEER
ON 1" MORTAR
A570
13
A570
13
0' - 8 1/2"0' - 0 1/2"F2
DRAINBOARD
3 3/4" 4"3.5" CONCRETE
TOPPING SLAB
PER
STRUCTURAL
WATERPROOFING
MEMBRANE
4" FIN. CONCRETE
TOPPING W/ HYDRONIC
SNOWMELT SYSTEM
2" R-9 CONTINUOUS
RIGID INSULATION
6" METAL STUD
FRAMING AT 16" O.C.
WITH R-19 BATT
INSULATION
STEEL BEAM; RE:
STRUCT
4-1/2" CONCRETE SLAB
ON 2" METAL DECK; RE:
STRUCT
FLUID-APPLIED
AIR/WATER BARRIER ON
5/8" GYP. SHEATHING
2-1/2" METAL STUD
FRAMING AT 16" O.C.
3-COAT STUCCO
SOFFIT
METAL LATH
SCRATCH COAT
MORTAR SETTING BED
STONE VENEER
THROUGH-WALL
FLASHING
2X WOOD BACKING
2X10 WEATHERED
WOOD BELLY BAND
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
ANCHORED STONE
VENEER ON 1"
MORTAR
FLUID-APPLIED
AIR/WATER BARRIER
LAP SIDING ON 1" Z-
FURRING CHANNEL
CONCRETE WALL;
RE: STRUCT
WOOD FURRING ON
THE FLAT
STUCCO BOARD
PRE-FINISHED METAL
COPING COVER
FLUID-APPLIED
AIR/WATER BARRIER
LAP SIDING
BLOCKING
F4
THROUGH-WALL
FLASHING
2X WOOD BACKING
2X10 WEATHERED
WOOD BELLY BAND
X23
X33
F4
X25
(2) LAYERS 1/2"
GYPSUM BOARD ON
METAL FRAMING
STEEL BEAM;
RE: STRUCT
SPRAY FIREPROOFING
AT THE UNDERSIDE
OF METAL DECK; TYP.
DRAIN BOARD ON
PROTECTION BOARD
ON WATERPROOF
MEMBRANE
8X12 TIMBER BEAM;
RE: STRUCT
BATT INSULATION
STUCCO SOFFIT
ASSEMBLY
S1
F4
WOOD CLAD
COLUMN; RE: 4/A501
CASING BEAD
SEALANT, BOTH SIDES
0' - 1" 5' - 10" 0' - 1" 2' - 3 1/4" CAP6' - 0" CAP
PRECAST WALL CAP
ABOVE
3-5/8" METAL STUD
FRAMING
STONE VENEER
ON 1" MORTAR
A570
13
7/8" HAT CHANNEL
1' - 1 5/8"0' - 1"0' - 4 5/8"1' - 4" 0' - 4 5/8"0' - 1"0' - 1" 1' - 4" 0' - 1"2X14 BELLY BAND
BACKER ROD AND
SEALANT
BACKER ROD AND
SEALANT
STEEL BEAM; RE:
STRUCT
LAP SIDING WALL
ASSEMBLY; RE: FLOOR
PLANS & BUIDLING
ASSEMBLIES
F4
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
10" HOLLOW CORE
PLANK; RE: STRUCT
WATERPROOFING
MEMBRANE
DRAINBOARD
HYDRONIC SNOWMELT
SYSTEM
4" PAVERS ON 1" SAND
PROTECTION BOARD
CURB & GUTTER;
RE: CIVIL
METAL
GUARDRAIL
STEEL PLATE;
RE: STRUCT
RE: CIVIL0' - 0 3/4"PRE-FINISHED
METAL COPING
COVER
BLOCKING
STUCCO BOARD
5/8" GLASS-MAT
GYPSUM, WATER-
RESISTANT WALL
SHEATHING
METAL STUD
FRAMING
LAP SIDING ON 1" Z-
FURRING CHANNEL
2" R-9 CONTINUOUS
RIGID INSULATION
FLUID-APPLIED
AIR/WATER BARRIER
F4
THROUGH-WALL
FLASHING
2X WOOD BACKING
2X10 WEATHERED
WOOD BELLY BAND
X23
X23
STANDING SEAM METAL ROOF
ROOF SHEATHING;
RE: STRUCT
VAPOR PERMIABLE
UNDERLAYMENT; RE: SPEC
3" NAIL BASE (LTTR = 15) OVER
3" POLYISO (LTTR = 17.4). JOINTS
TO BE STAGGERED AND OFFSET
PER MANUF. SPEC.
ROOF SHEATHING; RE: STRUCT
WATERPROOFING
UNDERLAYMENT
FIRE-RESISTANT ROOFING
UNDERLAYMENT
3" SPRAY FOAM
INSULATION (R-19)
1-1/2" SPRAY FOAM
INSULATION
BLOCKING
BATT INULATION
5/8" GYPSUM BOARD
1X3
1' - 2 1/8"
6" DIA CORNICE
DRAIN
(2) ROWS HEAT TRACE;
EXTEND (1) ROW MIN. INTO
DOWNSPOUT TO POINT
WHERE WATER WILL
REMAIN LIQUID
HEAT TRACE. HOLD
WITH METAL CLIPS
SARNAFIL DARK-BROWN
COLRED FLEECE-BACK
MEMBRANE FULLY ADHERED
TO GUTTER & UP ROOF
SLOPE 24" MIN.
WELD MEMBRANE
@ LAP
1' - 3 1/4"2' - 1 3/4"0' - 1 5/8"SNOW FENCE
DOWNSPOUT;
LOOSE-FIT
CONNECTION TO
PIPE DOWNSPOUT
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
1/4" CEMENTIOUS SOFFIT
BOARD
3/4" FT T&G BOARD
2X DOUBLE TOP PLATE W/
SEAT CUT BCI/LVL RAFTER
STANDING SEAM METAL ROOF
ROOF SHEATHING;
RE: STRUCT
VAPOR PERMIABLE
UNDERLAYMENT; RE: SPEC
3" NAIL BASE (LTTR = 15) OVER
3" POLYISO (LTTR = 17.4). JOINTS
TO BE STAGGERED AND OFFSET
PER MANUF. SPEC.
ROOF SHEATHING; RE: STRUCT
WATERPROOFING
UNDERLAYMENT
FIRE-RESISTANT ROOFING
UNDERLAYMENT
3" SPRAY FOAM
INSULATION (R-19)
1-1/2" SPRAY FOAM
INSULATION
BLOCKING
BATT INULATION
5/8" GYPSUM BOARD
1X3
1' - 2 1/8"
6" DIA CORNICE
DRAIN
(2) ROWS HEAT TRACE;
EXTEND (1) ROW MIN. INTO
DOWNSPOUT TO POINT
WHERE WATER WILL
REMAIN LIQUID
HEAT TRACE. HOLD
WITH METAL CLIPS
SARNAFIL DARK-BROWN
COLRED FLEECE-BACK
MEMBRANE FULLY ADHERED
TO GUTTER & UP ROOF
SLOPE 24" MIN.
WELD MEMBRANE
@ LAP
1' - 3 1/4"2' - 1 3/4"0' - 1 5/8"SNOW FENCE
DOWNSPOUT;
LOOSE-FIT
CONNECTION TO
PIPE DOWNSPOUT
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' - 2"14" LVL EAVE OUTRIGGER
BEAMS, RE: STRUCT
1/4" CEMENTIOUS SOFFIT
BOARD
3/4" FT T&G BOARD
2X DOUBLE TOP PLATE W/
SEAT CUT BCI/LVL RAFTER
Scale
Date
Drawn By
Project Number
As indicated
9/15/2017 5:02:39 PMA501
EXTERIOR
DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
1 1/2" = 1'-0"
6 CANTILEVERED SOFFIT
1 1/2" = 1'-0"
2 BELLY BAND DETAIL
1 1/2" = 1'-0"
1 SOFFIT AT STONE WALL
1 1/2" = 1'-0"
11
STONE VENEER CONC
WALL CAP
1" = 1'-0"
21 STONE WALL @ HOLLOW PLANK SLAB
3/4" = 1'-0"
4
COLUMN @ PORTE
COCHERE
3/4" = 1'-0"
3 COLUMN BASE PLAN
1 1/2" = 1'-0"
10
ROOF GABLE FASCIA
DETAIL
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"
19
CONC PARAPET
DETAIL
1 1/2" = 1'-0"
30
STONE TO LAP SIDING
@ MTL STUD
1 1/2" = 1'-0"
23
LANDSCAPE ROOF @
WALL
3/4" = 1'-0"5
BEAM @ PORTE
COCHERE SECTION
3/4" =1'-0"
8
STONE VENEER
FALSE WALL PLAN
1 1/2" = 1'-0"
7 BELLY BAND DETAIL
1 1/2" = 1'-0"
20
TRASH ENCLOSURE
CAP
1" = 1'-0"
22 GUARDRAIL AT HOLLOW PLANK SLAB
1 1/2" = 1'-0"
15
LAP SIDING PARAPET
DETAIL
1 1/2" = 1'-0"
35
STONE TO STONE
BELLY BAND
1 1/2" = 1'-0"
31 ROOF EAVE DETAIL W 20" BCI
1 1/2" = 1'-0"
33 ROOF EAVE DETAIL W 14" BCI
01 PERMIT 07.01.15
No. Description Date
06 9-15-17
BLDG.PERMIT CORR.
10/24/17
WATERPOOF
MEMBRANE
UNDERSLAB
VAPOR RETARDER
2" RIGID EXTRUDED
POLYSTYRENE
DRAINAGE MAT
REINF. CONCRETE
FOOTING; RE:
STRUCT
5" REINF. CONCRETE
SLAB ON GRADE;
RE: STRUCT
PEREMETER
DRAIN;
RE: CIVIL
UNDERSLAB
VAPOR RETARDER
REINF. CONCRETE
FOOTING; RE:
STRUCT
5" REINF. CONCRETE
SLAB ON GRADE;
RE: STRUCT
SUBBASE; RE: SOILS
REPORT
PRECAST WALL
PANEL
WATERSOP BEDDED
IN ADHESIVE
CLOSED-CELL
BACKER ROD AND
POLYURETHANE
SEALANT
WATERPOOF MEMBRANE
WATERSTOP
VAPOR RETARDER
ELASTOMERIC FLASHING
SHEET
UNDERSLAB
VAPOR RETARDER
REINF. CONCRETE
FOOTING; RE:
STRUCT
5" REINF. CONCRETE
SLAB ON GRADE;
RE: STRUCT
SUBBASE; RE: SOILS
REPORT
WATERPOOF
MEMBRANE
STEEL ANGLE;
RE: STRUCT
STONE VENEER
CONC. WALL;
RE: STRUCT
LEVEL 1
RE: CIVILVARIES0' - 1" 0' - 4"0' - 1"
0' - 3 5/8" 1' - 5 5/8"
0' - 3 5/8"
METAL STUD FRAMING
5/8" GLASS-MAT GYPSUM,
WATER-RESISTANT WALL
SHEATHING
ANCHORED STONE
MASONRY VENEER ON 1"
MORTAR
PRECAST CONCRETE
WALL CAP
F3
CONCRETE CURB AND
GUTTER; RE: CIVIL
F3
HOLLOW-CORE
PRECAST CONRETE
PLANK; RE: STRUCT
INTERLOCKING
PAVERS WITH
SNOWMELT
SYSTEM
DRAIN BOARD
ON PROTECTION
BOARD ON
WATERPROOF
MEMBRANE
4" CONCRETE FIN.
TOPPING
3.5" CONC.
TOPPING PER
STRUCTURAL
GRID
WEEPS
FOUNDATION WALL
WATERPROOF
MEMBRANE
SHEET-APPLIED
WATERPROOF
MEMBRANE
WEATHER-
RESISTIVE BARRIER
THROUGH WALL
FLEXIBLE FLASHING
MEMBRANE
LAP0' - 8"24" TYP.LEDGER ANGLE
EXTEND 12"
INTERLOCKING PAVERS
WITH SNOWMELT SYSTEM
DRAIN BOARD ON PROTECTION
BOARD ON WATERPROOF
MEMBRANE
HOLLOW-CORE
PRECAST CONRETE
PLANK; RE: STRUCT
DRAIN BOARD
2" RIGID INSULATION
WATERPROOF
MEMBRANE
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
E XTEND 12"
COLORED CONCRETE
BAND WITH SNOWMELT.
RE: LANDSCAPE
INTERLOCKING PAVERS
WITH SNOWMELT SYSTEM
DRAIN BOARD ON PROTECTION
BOARD ON WATERPROOF
MEMBRANE
2" RIGID INSULATION
WATERPROOF
MEMBRANE
DRAIN BOARD
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
ANCHORED STONE
VENEER
CONCRETE CURB AND
GUTTER; RE: CIVIL
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
EXPANSION JOINT
WATERPOOF
MEMBRANE
STEEL ANGLE;
RE: STRUCT
STONE VENEER
CONC. WALL;
RE: STRUCT
Scale
Date
Drawn By
Project Number
As indicated
9/15/2017 5:02:51 PMA502
FOUNDATION
DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3/4" = 1'-0"
1
FOUNDATION AT
PERIMETER DRAIN
3/4" = 1'-0"
2 FOUNDATION DETAIL
1 1/2" = 1'-0"4
VERTICAL JOINT @
PRECAST WALL
PANELS
3/4" = 1'-0"
3
FOUNDATION @
ELEVATOR
3/4" = 1'-0"
6
FOUNDATION DETAIL
@ EHU PATIO
3/4" = 1'-0"
7
FOUNDATION AT
STONE WALL
3/4" = 1'-0"
8 FND @ STONE WALL
1" = 1'-0"9
HOLLOW CORE PLANK
@ WALL
1" = 1'-0"
10
FND @ EXTERIOR
STONE WALL
1" = 1'-0"
11
HOLLOW CORE PLANK
@ FND WALL
1" = 1'-0"
12
FOUNDATION WALL @
SOUTH PATIO
1 1/2" = 1'-0"
13
STONE WALL @
NORTH DRIVE
3/4" = 1'-0"
14
FND @ TRASH
ENCLOSURE
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
COLUMN
GRID 0' - 3 5/8"TS 4X4X1/4
0' - 2 1/8"BEAM
BELOW
COLUMN
GRID
0' - 5 1/8"TS 5X5X3/8
BEAM
BELOW 0' - 8"0' - 5 3/4"GRID
0' - 8"0' - 6"0' - 0 1/2"0' - 2 3/4"
BEAM
WALL/COLUMN
0' - 5 3/4"
0' - 3 3/4"
BEAM
WALL/COLUMN
0' - 6 3/4"
W18X35
W12X45 1' - 2 7/8"1' - 8 1/2"0' - 3"
BEAM
WALL/COLUMN
0' - 6"
W12X26 1' - 3"0' - 5 1/4"
BEAM
WALL/COLUMN
0' - 8 1/4"
W18X97 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"
W12X22 1' - 3"0' - 9 1/2"
0' - 1 3/4"
BEAM
WALL/COLUMN
0' - 4 3/4"
W12X14 1' - 2 5/8"0' - 9 1/2"
0' - 5 3/8"
BEAM
WALL/COLUMN
0' - 8 3/8"
W18X119
1' - 9 3/4"1' - 4 3/4"
0' - 3 1/2"
BEAM
WALL/COLUMN
0' - 6 1/2"
W18X50 1' - 8 3/4"1' - 1"
COLUMN
GRID
0' - 5 5/8" TS 4X4X1/4
BEAM
BELOW0' - 0 1/8"0' - 8"Scale
Date
Drawn By
Project Number
1 1/2" = 1'-0"9/15/2017 5:03:00 PMA503
EXTERIOR
DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
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 @ EXTERIOR
1 1/2" = 1'-0"
2
1HR COLUMN IN
WALL DETAIL
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
STUCCO ASSEMBLY
CORNER BEAD
TYPICAL 3 COAT STUCCO
ASSEMBLY WITH FRAMING,
RE: STRUCT
FLASHING AT OUTSIDE
CORNER
STUCCO ASSEMLBY
INTERIOR CONTROL JOINT
TYPICAL 3 COAT STUCCO
ASSEMBLY WITH FRAMING,
RE: STRUCT
FLASHING AT INSIDE
CORNER
TYPICAL 3 COAT STUCCO
ASSEMLBY
STUCCO CONTROL
JOINT
3'-0" ABOVE TOP OF WALL0' - 6 1/2" 0' - 6 1/2"COVER PLATE
1 1/2" DIA. POSTS
EMBEDDED IN
CONCRETE WALL
3/4" CHAMFER EACH
SIDE
1" VERTICAL POSTS
1" HORIZONTAL POSTS
1" HORIZONTAL POSTS
0' - 2"SEALANT /BACKER
ROD
5/8" GYPSUM
WALLBOARD OVER
6" EXTERIOR STUDS
SCHEDULED BASE &
FLOORING
2 COAT STUCCO
SYSTEM OVER MTL
LATH & 15# FELT
2 COAT STUCCO
SYSTEM WRAPS
BENEATH
OVERHANG
GYP SHEATHING OVER
RESILIENT CHANNEL - PROVIDE
WHERE 1-HR RATING REQUIRED
STUCCO WEEP
SCREED WITH DRIP
5/8" GYPSUM
SHEATHING
FLOOR JOIST , RE
STRUCT.
- PROVIDE WHERE 1-HR
RATING REQUIRED
EXTEND
DRAINAGE BD
TO DRIP
0' - 11"VARIESPRECAST CONCRETE
STAIR WITH SNOWMELT
5' - 6"
6X10 HEAVY
TIMBER
4" ANODIZED
ALUMINUM AIRFOIL
BLADES WELDED TO
OUTRIGGERS
ALUMINUM
OUTRIGGER
KNIFE PLATE;
RE: STRUCT
BOLTED
CONNECTION
X25 4' - 0" 1x4 TUBE STEEL
4' - 0"
0' - 2 1/2"3' - 0"
X25
KNIFE PLATE;
RE: STRUCT
6X10 HEAVY
TIMBER0' - 9 1/4"4" ANODIZED
ALUMINUM AIRFOIL
BLADES WELDED TO
OUTRIGGERS
1"x4" TUBE
STEEL
ALUMINUM
OUTRIGGER
WOOD
BLOCKING
BOLTED
CONNECTION 2' - 0" MIN.FULLY ADHERED EPDM
ROOFING MEMBRANE
CANT STRIP
PRE-FINISHED METAL
COPING COVER
BLOCKING
F4
METAL STUD
FRAMING
(2) LAYERS 5/8"
EXTERIOR GYPSUM
WALL BOARD
STUCCO BOARD
STEEL BEAM;
RE: STRUCT
LANDSCAPE
1' - 6" RE:
METAL STUD FRAMING
5/8" GLASS-MAT GYPSUM,
WATER-RESISTANT WALL
SHEATHING
ANCHORED STONE MASONRY
VENEER
1" MORTAR
FLUID-APPLIED
AIR/WATER BARRIER
INTERLOCKING
PAVERS WITH
SNOWMELT SYSTEM
COLORED CONC. BAND
WITH SNOWMELT AND
REBAR; RE:
LANDSCAPE
METAL STUD FRAMING
MECHANICAL LOUVER;
RE: MECH
5/8" GLASS-MAT GYPSUM,
WATER-RESISTANT WALL
SHEATHING
ANCHORED STONE MASONRY
VENEER
1" MORTAR
FLUID-APPLIED
AIR/WATER BARRIER
W-SHAPE COLUMN;
RE: STRUCT
HEAVY TIMBER
BEAM; RE: STRUCT
BOLTED
CONNECTION;
RE: STRUCT
WOOD BLOCKING
0' - 6"W-SHAPE COLUMN;
RE: STRUCT
HEAVY TIMBER
BEAM; RE: STRUCT
R2
T&G SOFFIT
SOLID SOLDERED
END CAP BY MANUF.
SOLID SOLDERED
COPING CORNER,
BY MANUF.
CAP JOINT RE:
DETAIL 17/A9.20
HATCHED LINE -
PREFINISHED MTL
FLASHING OVER
ROOFING MEMBRANE &
EXTERIOR WALL
ASSEMBLY. FLASHING
TO MATCH FINISH OF
PARAPET CAP.
FLASHING TO WRAP
PARAPET CORNER AND
TO LAP UNDER COPING
ON LOWER PARAPET
PREFINISHED
PARAPET CAP
SHEET MTL SPLICE
HAIRLINE JOINT TYP
ROOFING
MEMBRANE LAPS
PARAPET BELOW
SHEET MEL
SPICE & CAP
14A
14A
14A
SPLICE TO FIT IN
PARAPET HEM,
TYP
METAL COPING- PAINT TO
MATCH ADJACENT FINISH
SLOPE TOP
CONTINUOUS BLOCKING
4" MIN.CONTINUOUS CLEAT-
BETWEEN BATTENS
ATTACH 12" O.C.
ROOF AREA EXTERIOR
EQ EQ
1' - 6"EQ EQSTEEL COLUMN;
RE: STRUCT
(2) LAYERS 1/2"
GYP. BOARD
METAL CLOSURE;
PAINT TO MATCH
ADJACENT W-SHAPE
SUPPORTS
W-SHAPE COLUMN;
RE: STRUCT
WELDED
CONNECTION;
RE: STRUCT
TIMBER BEAM
ABOVE; RE: STRUCT
1' - 0"0' - 6"25 .00°RE: STRUCT10' - 10 1/2"10
A504
W-SHAPE SUPPORT;
RE: STRUCT
BOLTED CONNECTION;
RE: STRUCT
HEAVTY TIMBER
BEAM; RE: STRUCT
WELDED
CONNECTION;
RE: STRUCT
BASE PLATE;
RE: STRUCT
30.00°
28
A504
A501
33
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
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
25 .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
9/15/2017 5:03:11 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.
10/24/17
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.
10/24/17
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" 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' - 3" 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
01 PERMIT 07.01.15
Scale
Date
Drawn By
Project Number
1/2" = 1'-0"9/15/2017 5:03:30 PMA506
STANDARD
MOUNTING
HEIGHTSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEDW
07.01.15
000000
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
#PRIMARY
FRAMING
NOM
WIDTH RATING DESIGN STC
11
13
15
2x2
2x4
2x6
2-5/8"
4-5/8"
6-5/8"
NR
NR
NR
NA
NA
NA
NA
NA
NA
0' - 0 1/2" UON
0' - 0 3/8"SCHEDULED BASE
SEALANT
5/8" GYPSUM
WALLBOARD
2X WOOD STUD
CONCRETE
STRUCTURE
ACOUSTICAL BATT
WHERE INDICATED
2X PLATE
0' - 0 1/2"#PRIMARY
FRAMING
NOM
WIDTH RATING DESIGN STC
23
24
25
26
2x4
2x4
2x6
2x6
4-3/4"
4-3/4"
6-3/4"
6-3/4"
NR
1HR
NR
1HR
NA
UL #U333
NA
NA
UL #U333
NA
NA
NA0' - 0 3/8"0' - 0 1/2"SCHEDULED BASE
SEALANT BOTH
SIDES
5/8" GYPSUM
WALLBOARD BOTH
SIDES
2X WOOD STUD
2X WOOD STUD
2X PLATE
ACOUSTICAL BATT
WHERE INDICATED
#PRIMARY
FRAMING
NOM
WIDTH RATING DESIGN STC
31
33
34
35
36
37
1-1/2"
3-5/8"
3-5/8"
6"
6"
3-5/8"
2-7/8"
4-7/8"
4-7/8"
7-1/4"
7-1/4"
6-1/8"
NR
NR
1HR
NR
1HR
2HR
NA
NA
NA
GA FILE NO. WP 1072
NA
GA FILE NO. WP 1072
GA FILE NO. WP 1505 SIM.
NA
NA
NA
NA
NA0' - 0 3/8"0' - 0 1/2"SCHEDULED BASE
SEALANT BOTH
SIDES
5/8" GYPSUM
WALLBOARD BOTH
SIDES
STEEL STUD
STEEL TRACK
ACOUSTICAL BATT
WHERE INDICATED
#PRIMARY
FRAMING
NOM
WIDTH RATING DESIGN STC
54
56
58
2x4
2x6
2x8
5-7/8"
7-7/8"
9-5/8"
1HR
1HR
1HR
GA FILE NO. WP 3245
GA FILE NO. WP 3245
50-54
GA FILE NO. WP 3245
50-54
50-54
NOTE: WHERE OSB SHEATHING REQUIRED BY STRUCT, IT SHALL BE IN
ADDITION TO SPECIFIED ASSEMBLY AND SHALL BE PLACED ON SIDE
OPPOSITE THE RC.0' - 0 3/8"UNIT CORRIDOR SCHEDULED BASE
SEALANT BOTH SIDES
5/8" TYPE "X" GYPSUM
WALLBOARD 2 LAYERS
SHEATHING AT SHEAR WALL
LOCATIONS; RE: STRUCT
2X WOOD STUD
2X PLATE
5/8" TYPE "X" GYPSUM
WALLBOARD
1/2" RESILIENT
CHANNEL
0' - 0 1/2"FURNISH FIBERGLASS OR MINERAL WOOL FIREBLOCKING IN
ACCORDANCE WITH IBC 717.2; ELECT PENETRATIONS SHALL BE IN
INDIVIDUAL STUD SPACES BETWEEN OPPOSING UNITS AND FITTED
WITH PUTTY PACKS
NOTE:
ACOUSTICAL BATT 3-1/2"
CONTINUOUS
#PRIMARY
FRAMING
NOM
WIDTH RATING DESIGN STC
63
65
69
2x4
2x6
2x10
6"
8"
11-3/4"
2HR
2HR
2HR
GA FILE NO. WP 8415
GA FILE NO. WP 8415
NA
GA FILE NO. WP 8415
NA
NA
SEALANT
SCHEDULED BASE
AIR INFILTRATION
BARRIER WO
5/8" TYPE "X" GYPSUM
WALLBOARD 2 LAYERS BOTH
SIDES
ACOUSTICAL BATT
3-1/2" AT 2X4. 5-1/2"
AT 2X6
0' - 0 3/8"VAPOR BARRIER
2X PLATE
0' - 0 1/2"#PRIMARY
FRAMING
NOM
WIDTH RATING DESIGN STC
71
72
73
74
2-1/2"
2-1/2"
2-1/2"
2-1/2"
3-5/8"
4"
3-1/8"
3-1/2"
1HR
2HR
1HR
2HR
GA FILE NO. WP 6800 OR APPR. EQUAL
ADDITIONAL GB TO ACHIEVE STC 50
50
GA FILE NO. WP 7051 OR APPR. EQUAL
GA FILE NO. WP 6800 OR APPR. EQUAL
GA FILE NO. WP 7051 OR APPR. EQUAL
50
NA
NA0' - 0 3/8"SCHEDULED BASE
SEALANT
C-H CHANNEL
1/2" RESILIENT CHANNEL
OMIT WHERE ACOUSTICAL
PARTITION NOT SPECIFIED
1" GYPSUM LINER PANEL
5/8" TYPE "X" GYPSUM
WALLBOARD 2 LAYERS @
2HR; 1 LAYER @ 1HR
J-RUNNER
ACOUSTICAL BATT 1-1/2"SHAFT SIDE0' - 0 1/2"#PRIMARY
FRAMING
NOM
WIDTH RATING DESIGN STC
80
88
CONC.
CONC.
10"
8"
4HR
4HR
IBC TABLE 720.1(2)4
IBC TABLE 720.1(2)4
NA
NA
UNFINISHED CONCRETE
WALL RE: STRUCT
0' - 0 1/2" UON
STRUCTURE
ACOUSTICAL BATT
WHERE INDICATED
5/8" GYPSUM
WALLBOARD
CEILING ASSEMBLY
VARIES
2X PLATE
CONCRETE
STRUCTURE
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"
STRUCTURE
ACOUSTICAL BATT
WHERE INDICATED
5/8" GYPSUM
WALLBOARD
CEILING ASSEMBLY
VARIES
2X PLATE
2X WOOD STUD
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"
STRUCTURE
MINERAL WOOL
INSULATION &
FIRESTOPING SPRAY
ACOUSTICAL
SEALANT @
NON-RATED
PARTION
STEEL TRACK 3"
DEEP LEG
5/8" GYPSUM
WALLBOARD
STEEL STUD
UNITCOORIDORSHEATHING AT SHEAR WALL
LOCATIONS; RE: STRUCT
5/8" TYPE "X" GYPSUM
WALLBOARD 2 LAYERS
ACOUSTICAL BATT 3-1/2"
CONTINUOUS
2X WOOD STUD
1/2" RESILIENT CHANNEL
5/8" TYPE "X" GYPSUM
WALLBOARD
CEILING ASSEMBLY VARIES
2X PLATE
STRUCTURE
ACOUSTICAL BATT
WHERE INDICATED
5/8" TYPE "X" GYPSUM
WALLBOARD BOTH SIDES
CEILING ASSEMBLY
VARIES
2X PLATE
2X WOOD STUD
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
STEEL COLUMN,
RE STRUCT.
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. 713.
18.
MEMBRANE-PENETRATIONS IN RATED PARTITIONS SHALL BE IN
ACCORDANCE WITH 713.3.2, IBC & 713.4.1.2, IBC.
19.
713.3.2, IBC. MEMBRANE PENETRATIONS. MEMBRANE PENETRATIONS SHALL
COMPLY WITH SECTION 713.3.1. 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.
713.4.1.2, IBC. MEMBRANE PENETRATIONS. PENETRATIONS OF MEMBRANES
THAT ARE PART OF A HORIZONTAL ASSEMBLY SHALL COMPLY WITH SECTION
713.4.1.1.1 OR 713.4.1.1.2. 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
713.4.1.1 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 OR TO THE FIRE-RESISTANCE
RATED FLOOR/ CEILING OR ROOF CEILING ASSEMBLY. WHERE PARTITIONS
ARE NOT CONTINUOUS THEY SHALL BE FIREBLOCKED OR DRAFTSTOPPED
PER IBC 717.2 AND 717.3 AT THE PARTITION LINE.
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" 3" = 1'-0"
WOOD FURRING PARTITION 1--
3" = 1'-0"
STANDARD 2X PARTITION2--
3" = 1'-0"
STANDARD STEEL PARTITION3--
3" = 1'-0"
1HR ACOUSTICAL 2X PARTITION5--
3" = 1'-0"
2HR 2X PARTITION6--
3" = 1'-0"
SHAFT WALL9--
3" = 1'-0"
CONCRETE WALL8--
3" = 1'-0"
WOOD FURRED
PARTITION HEAD--A
3" = 1'-0"
SHAFT WALL HEAD--G
3" = 1'-0"
STANDARD WOOD
PARTITION HEAD--B
3" = 1'-0"
STANDARD STEEL
PARTITION HEAD--C
3" = 1'-0"
STEEL FURRING
PARTITION HEAD--D
3" = 1'-0"
1HR ACOUSTICAL 2X
PARTITION HEAD--E
3" = 1'-0"
2HR 2X PARTITION HEAD--F
3" = 1'-0"
CONCRETE WALL HEAD--J
3" = 1'-0"
STEEL FURRING PARTITION4--
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
3" = 1'-0"
18 1 HR RATED BEAM
Scale
Date
Drawn By
Project Number
As indicated
9/15/2017 5:03:41 PMA570
PARTITION
TYPESSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEDW
07.01.15
000000
3" = 1'-0"7 2HR NON-COMBUSTABLE PARTITION
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
VAPOR BARRIER
GRID
R-21 BATT
INSULATION
2" R-9 CONTINUOUS
RIGID INSULATION
FLUID-APPLIED
AIR/WATER BARRIER
5/8" GLASS-MAT
GYPSUM, WATER-
RESISTANT WALL
SHEATHING
5/8" INTERIOR
GYPSUM BOARD,
TYPE X
WOOD OR METAL
FRAMING
3-COAT STUCCO
SYSTEM
VAPOR BARRIER
GRID
R-21 BATT INSULATION
ANCHORED STONE MASONRY
VENEER
1" MORTAR
ADJUSTABLE MASONRY-VENEER
ANCHOR WITH INSULATION CLIPS
3/16" CAVITY DRAINAGE SHEET,
FULL HEIGHT
2" R-9 CONTINUOUS RIGID
INSULATION
FLUID-APPLIED AIR/WATER
BARRIER
5/8" GLASS-MAT GYPSUM, WATER-
RESISTANT WALL SHEATHING
5/8" INTERIOR GYPSUM
BOARD, TYPE X
WOOD OR METAL FRAMING
0' - 3 5/8"
0' - 1"
0' - 0 3/16"
0' - 2"
0' - 0 5/8"
0' - 7 7/16"
VAPOR BARRIER
GRID
R-21 BATT
INSULATION
LAP SIDING
2" R-9 CONTINUOUS
RIGID INSULATION
FLUID-APPLIED
AIR/WATER BARRIER
5/8" GLASS-MAT
GYPSUM, WATER-
RESISTANT WALL
SHEATHING
5/8" INTERIOR
GYPSUM BOARD,
TYPE X
WOOD OR METAL
FRAMING
1" Z-FURRING
CHANNEL
5/8" GLASS-MAT
GYPSUM, WATER-
RESISTANT WALL
SHEATHING
3-COAT STUCCO
SYSTEM
NON-COMBUSTABLE
FRAMING
STONE MASONRY VENEER
1" MORTAR
CONCRETE WALL
STONE MASONRY VENEER &
MORTAR ON OPPOSITE SIDE
WHERE INDICATED.
WALL TIE
5-1/2" FIN.
CONCRETE SLAB
ON 2" METAL DECK;
RE: STRUCT
0' - 5 1/2"SPRAY APPLIED
FIREPROOFING
LINE OF CONC. TOPPING
STRUCTURAL SLAB
PRECAST DOUBLE-T;
RE: STRUCT
3.5" STRUCTURAL
CONCRETE TOPPING SLAB,
SLOPE TO DRAIN. 3" MIN.
FINISH FLOORING-VFY
CONCRETE TOPPING
MORTAR SET AND HEAT
(2) LAYERS 6 MIL
POLYFILM
PLYWD SHEATHING
24" X 24"
SPACERS FOR
RIM SYSTEM
2" INSULATION/
KINETICS RIM SYSTEM
2"1 1/4"1/2"1 1/2"1"6 1/4"1-1/2" METAL DECK;
RE: STRUCT
RIGID INSULATION R-20
(MIN) 25 PSI (MIN)
SINGLE PLY ROOF
MEMBRANE
1/2" COVER BOARD ON TOP
OF INSULATION,
MECHANICALLY FASTENED
TO PLYWOOD SHEATHING
SINGLE PLY ROOF
MEMBRANE
FLOOR JOIST; RE:
STRUCT.
FLOOR SHEATHING;
RE: STRUCT
1-1/2" CONCRETE
TOPPING SLAB
5/8" GYPSUM BOARD
TYPE X.
BATT INSULATION
SCHEDULED FLOOR
FINISH 1' - 4 1/4"4-1/2" CONCRETE
SLAB ON 2" METAL
DECK; RE: STRUCT
1" FLOOR FINISH-
CP/HW/ RUBBERIZED
FLOORING
0' - 5 1/2"0' - 4 1/2"SPRAY APPLIED
FIREPROOFING
DOUBLE TEE; RE:
STRUCT
3-1/2" CONCRETE
TOPPING SLAB PER
STRUCTURAL
1' - 0"
RUBBERIZED
FLOORING, CP
TILES,
HARDWOOD
3/4" PLYWD
2X
SLEEPER
ANCHORED STONE MASONRY
VENEER
1" MORTAR
ADJUSTABLE MASONRY-VENEER
ANCHOR WITH INSULATION CLIPS
3/16" CAVITY DRAINAGE SHEET,
FULL HEIGHT
2" R-9 CONTINUOUS RIGID
INSULATION
FLUID-APPLIED AIR/WATER
BARRIER
REINF. CONCRETE FOUNDATION
WALL; RE: STRUCT
0' - 3 5/8"
0' - 1"
0' - 0 3/16"
0' - 2"
0' - 6 13/16" VARIES; RE: STRUCT
VAPOR BARRIER
GRID
R-21 BATT
INSULATION
METAL CLOSURE PANEL
2" R-9 CONTINUOUS
RIGID INSULATION
FLUID-APPLIED
AIR/WATER BARRIER
5/8" GLASS-MAT
GYPSUM, WATER-
RESISTANT WALL
SHEATHING
5/8" INTERIOR
GYPSUM BOARD,
TYPE X
WOOD OR METAL
FRAMING
1" Z-FURRING
CHANNEL
PRECAST DOUBLE-T;
RE: STRUCT
HOT FLUID-APPLIED FABRIC-
REINFORCED ASPHALT
WATERPROOFING
MEMBRANE
4" CONCRETE TOPPING
SLAB, SLOPE TO DRAIN. 3"
MIN.
DRAINAGE MAT
3.5" STRUCTURAL
CONCRETE TOPPING SLAB,
SLOPE TO DRAIN. 3" MIN.
Scale
Date
Drawn By
Project Number
As indicated
9/15/2017 5:03:54 PMA571
BUILDING
ASSEMBLIESSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3" = 1'-0"
STUCCO WALL ASSEMBLYX1--
3" = 1'-0"
STONE MASONRY VENEER WALL ASSEMBLYX2
3" = 1'-0"
LAP SIDING WALL ASSEMBLYX3--
3" = 1'-0"
STUCCO SOFFIT ASSEMBLYS1--
3" = 1'-0"
STONE MASONRY VENEER CONC WALL ASSEMBLYX4--
1 1/2" = 1'-0"
CONC SLAB ON METAL DECKF1--
1 1/2" = 1'-0"
ACOUSTICAL BUILD UP AT CONDO LEVEL 3 F6--
1 1/2" = 1'-0"
CONC SLAB ON METAL
DECK W/ TOPPINGR1--
1 1/2" = 1'-0"
COMBUSTABLE FLOOR/CEILING
ASSEMBLYF5--
X21 - WOOD STUD, 3-1/2"
X22 - WOOD STUD, 3-1/2"; NO INTERIOR GYPSUM BOARD
X23 - WOOD STUD, 5-1/2"
X24 - WOOD STUD, 5-1/2"; NO INTERIOR GYPSUM BOARD
X25 - METAL STUD, 3-5/8"
X26 - METAL STUD, 3-5/8"; NO INTERIOR GYPSUM BOARD
X27 - METAL STUD, 6"
X28 - METAL STUD, 6"; NO INTERIOR GYPSUM BOARD
X11 - WOOD STUD, 3-1/2"
X12 - WOOD STUD, 3-1/2"; NO INTERIOR GYPSUM BOARD
X13 - WOOD STUD, 5-1/2"
X14 - WOOD STUD, 5-1/2"; NO INTERIOR GYPSUM BOARD
X15 - METAL STUD, 3-5/8"
X16 - METAL STUD, 3-5/8"; NO INTERIOR GYPSUM BOARD
X17 - METAL STUD, 6"
X18 - METAL STUD, 6"; NO INTERIOR GYPSUM BOARD
X31 - WOOD STUD, 3-1/2"
X32 - WOOD STUD, 3-1/2"; NO INTERIOR GYPSUM BOARD
X33 - WOOD STUD, 5-1/2"
X34 - WOOD STUD, 5-1/2"; NO INTERIOR GYPSUM BOARD
X35 - METAL STUD, 3-5/8"
X36 - METAL STUD, 3-5/8"; NO INTERIOR GYPSUM BOARD
X37 - METAL STUD, 6"
X38 - METAL STUD, 6"; NO INTERIOR GYPSUM BOARD
X40 - 10" CONCRETE, VENEER SINGLE SIDE
X41 - 10" CONCRETE, VENEER BOTH SIDES
X42 - 12" CONCRETE, VENEER SINGLE SIDE
X43 - 12" CONCRETE, VENEER BOTH SIDES
X47 - 8" CONCRETE, VENEER SINGLE SIDE
X48 - 8" CONCRETE, VENEER BOTH SIDES
1 1/2" = 1'-0"
ROOF ASSEMBLY 1R2--
1 1/2" = 1'-0"
CONC SLAB ON METAL
DECK W/ TOPPINGF4--
1 1/2" = 1'-0"
CONC SLAB ON DOUBLE TEEF3--
01 PERMIT 07.01.15
3" = 1'-0"
STONE MASONRY VENEER WALL ASSEMBLY Copy 1X6--
X60 - 10" CONC. WALL
X62 - 12" CONC. WALL
X66 - 6" CONC. WALL
X68 - 8" CONC. WALL
3" = 1'-0"
METAL CLOSURE WALL ASSEMBLYX7--
X71 - WOOD STUD, 3-1/2"
X72 - WOOD STUD, 3-1/2"; NO INTERIOR GYPSUM BOARD
X73 - WOOD STUD, 5-1/2"
X74 - WOOD STUD, 5-1/2"; NO INTERIOR GYPSUM BOARD
X75 - METAL STUD, 3-5/8"
X76 - METAL STUD, 3-5/8"; NO INTERIOR GYPSUM BOARD
X77 - METAL STUD, 6"
X78 - METAL STUD, 6"; NO INTERIOR GYPSUM BOARD
No. Description Date
06 9-15-17
1 1/2" = 1'-0"
CONC SLAB ON DOUBLE TEEF2--
BLDG.PERMIT CORR.
10/24/17
12' - 0"
3' - 3 1/4" EQ EQ 3' - 3 1/4"7' - 0"1' - 10"5' - 2" 2' - 2 1/4"14' - 0"
EQ EQ EQ EQ5' - 4" 3' - 6"1' - 10"9' - 0"
3' - 2 1/4"
2' - 7 1/2"
3' - 2 1/4"
6' - 2"
2' - 1" 4' - 1"4' - 2 7/8" 2' - 3 1/4"6' - 6 1/8"2' - 9 1/2" 3' - 8 5/8"5' - 0"3' - 0" 2' - 0"9' - 6"
EQ EQ EQ EQ
5' - 0"1' - 10"3' - 2" 4' - 9"
EQ EQ
5' - 10"3' - 0"2' - 10" 2' - 11" 2' - 11"
5' - 10"1' - 6"3' - 6" 5' - 0"4' - 9"
EQ EQ
7' - 0"5' - 2" 1' - 10"3' - 4"4' - 6" 0' - 3"3' - 8"18' - 6"
EQ EQ EQ EQ EQ EQ
8' - 5"OPERABLE
2' - 10 3/4"3' - 2"EQ EQ EQ EQ
11' - 6"3' - 8"0' - 4"7' -6"2' - 8 1/4" 2' - 1 1/2" 2' - 8 1/4"4' - 0"7' - 0"1' - 9 7/8" 5' - 2 1/8"7' - 4 1/4"2' - 0" 5' - 4 1/4"3' - 2 1/4"
2' - 9 3/4" 2' - 9 3/4"
3' - 2 1/4"
12' - 0"2' - 0"7' - 6"5' - 0"2' - 0"3' - 0" 2' - 8 1/4" 2' - 1 1/2" 2' - 8 1/4"
9' - 0"
3' - 2 1/4"
2' - 7 1/2"
3' - 2 1/4" 4' - 6"1' - 6"3' - 0" 4' - 6"3' - 0" 1' - 6"3' - 0"4' - 6"1' - 6"3' - 0" 6' - 4"
EQ EQ
1' - 10"4' - 3 1/2" 3' - 2 1/2"
7' - 6"9' - 10 3/4" 8' - 2 1/2"1' - 8 1/4"1' - 4" 3' - 3"6' - 6" 6' - 9"
3' - 4 1/2"
1' - 8 1/2"
1' - 8"4' - 10" 1' - 8" 8' - 0 7/8"1' - 7 1/2"6' - 5 3/8"1' - 4"7' - 10 1/2" 1' - 2"6' - 8 1/2"1' - 7 3/4" 4' - 1 1/4"2' - 1"4' - 2 1/2"1' - 5 1/2"
5' - 8"2' - 8" 6' - 0"
EQ EQ
4' - 7 1/8"2' - 3 7/8"2' - 3 1/4"0' - 4 5/8"6' - 0"
EQ EQ
7' - 6 3/4"4' - 6 1/2"1' - 2" 2' - 4" 4' - 0 3/4"7' - 6"
3' - 2 1/2" 4' - 3 1/2"
C1C2 C3 C4 C5 C6 C7 C8 C9 C10
EQ EQ EQ EQ EQ EQ EQ EQEQ EQ EQ EQ
12' - 0"2' - 4"3' - 2"3' - 0"14' - 0"1' - 10" 12' - 0"
EQ EQ EQ EQ
A15' - 0"6' - 8"
EQ EQ EQ 9' - 10 3/4"2' - 6" 5' - 0"2' - 4 3/4"EQ EQ
6' - 9"
5' - 0 1/4"
1' - 8 3/4"9' - 10 3/4"2' - 4 3/4"5' - 0"2' - 4" 6' - 9"
EQ EQ
EQ EQ
9' - 10 3/4" 1' - 11 3/4"3' - 5"4' - 6" 4' - 9"
1' - 3"1' - 11"1' - 7"6' - 6"9' - 10 3/4" 4' - 9"3' - 6"9' - 10 3/4"6' - 6"7' - 4"6' - 0"4' - 10"1' - 3"1' - 11"1' - 7"1' - 6"3' - 0" 2' - 0" 2' - 9 1/4"5' - 2 3/4" 1' - 10 3/4" 2' - 0 1/2" 1' - 5 1/2"1' - 10 3/4"2' - 4"5' - 8" 7' - 4"
3' - 0" 3' - 0" 1' - 4"1' - 6" 5' - 0"3' - 0" 3' - 0" 1' - 4"9' - 10 3/4"8' - 2"4' - 10"8' - 2 1/2" 7' - 6"4' - 2"6' - 0"4' - 4"6' - 3 1/2"9' - 10 3/4"9' - 10 3/4"1' - 10"3' - 0" EQEQ 1' - 0"
1' - 6"
2' - 9" 0' - 9"
2' - 6" 5' - 0"7' - 10 3/4"2' - 0" 0' - 11 1/2" 3' - 2 1/2"6' - 2"2' - 0" 1' - 10"3' - 0"1' - 6" 4' - 6"2' - 0" 6' - 2 1/2"EQ EQ6' - 2"4' - 3 1/2"2' - 0" 1' - 10 3/4"2' - 4"5' - 8" 4' - 3"
1' - 3" 3' - 0"1' - 10 3/4"8' - 0"4' - 3" 9' - 10 3/4"2' - 1 3/4"7' - 9"6' - 2"
EQ EQ
6' - 6"2' - 10"3' - 8" 7' - 0"
EQ EQ
6' - 6"2' - 10"3' - 8" 6' - 3"
EQ EQ
9' - 10 3/4"2' - 1 3/4"7' - 9"5' - 8"
EQ EQ 6' - 6"9' - 0"2' - 10"3' - 8" 3' - 0" 3' - 0" 3' - 0"7' - 4 1/4"5' - 4 1/4"2' - 0" 3' - 0"
1' - 2"
5' - 0"
A2 A3 A4 A5 A6 A7 A8 A10 A11 A12 A13
A14A15 A17 A18 A19 A20 A21 A22 A16 A23 A24
B1 B2 B3 B4B5 1' - 8"0' - 4"12' - 0"0' - 4"0' - 6"A25
A269' - 11 3/4"7' - 6 3/4" 2' - 5"1' - 2"2' - 4"7' - 6"
5' - 0" 2' - 6"7' - 6 3/4"6' - 6"1' - 0 3/4"5' - 0"4' - 3"
1' - 3" 3' - 0"7' - 6 3/4"8' - 7 1/2"4' - 3"
3' - 6"
2' - 0 1/2" 1' - 5 1/2"
C11
3' - 0"
D1D2 D4 D5 D6 D7 D8 D9 D10 D11
E1E2 E3 E4 9' - 10 3/4"D3 6' - 0"6' - 0"EQEQ EQ EQ
A9
F1
Scale
Date
Drawn By
Project Number
3/16" = 1'-0"9/15/2017 5:04:03 PMA601
WINDOW TYPESSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3/16" = 1'-0"
WINDOW TYPES
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
7' - 6" EQ EQ EQ19' - 11 3/8"
EQEQ EQ EQ 7' - 6" 7' - 8 3/4"
1
G202
6' - 6"12' - 0"
EQ EQ EQ EQ
3' - 8" 2' - 10"6' - 0"4' - 2" 1' - 10"5' - 4"
3' - 0" 2' - 4"6' - 0"11' - 0 1/2"
EQ EQ EQ EQ
1' - 10"4' - 2"9' - 6"6' - 1"3' - 5" 4' - 5 1/4" 5' - 0 3/4"16' - 10"
6' - 8 3/8" 10' - 1 5/8"
3' - 3 1/4" 3' - 5 1/8"5' - 6"1' - 10"3' - 8" 6' - 5"
2' - 1" 4' - 4"4' - 6"4' - 9 1/8"
EQ EQ
7' - 6"21' - 5 1/4"
EQ EQ
7' - 0 1/2" 1' - 10" 9' - 0 3/4" 3' - 6"
1
G202
Scale
Date
Drawn By
Project Number
3/16" = 1'-0"9/15/2017 5:04:23 PMA602
WINDOW TYPES
AND
SCHEDULESSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
WINDOW SCHEDULE
TYPE COUNT
D96 1
D97 1
D98 1
D100 1
D101 1
D102 1
F1 1
WINDOW SCHEDULE
TYPE COUNT
D91 1
D92 1
D93 1
D94 1
WINDOW SCHEDULE
TYPE COUNT
D76 1
D77 1
D78 1
D79 1
D80 1
D81 1
D82 1
D83 1
D85 1
D87 1
D89 1
WINDOW SCHEDULE
TYPE COUNT
D61 1
D62 4
D63 4
D64 3
D65 1
D66 4
D67 1
D69 4
D72 1
D73 1
D75 1
WINDOW SCHEDULE
TYPE COUNT
D53 2
D55 2
D56 4
D57 1
D58 1
WINDOW SCHEDULE
TYPE COUNT
A7 1
A8 1
A15 1
A24 1
A25 2
B1 2
B3 1
B4 1
B5 1
C3 1
C5 1
C6 1
C7 1
D6 2
D9 3
D10 2
D17 1
D24 1
D27 1
D34 2
D36 1
D37 1
D44 4
D47 2
D48 1
D52 12
G1G2 G3 G4 G4 G5 G6
G7G8 G9 G10
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
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 OI STUR
E BARR IER
M OI STUR
E BARR IER
MOISTURE B A RRIE
R
M OI STUR
E B ARRI
E
R
M OI STUR
E BARR IER
MOISTURE B ARRI ER
M OI STUR
E B ARRI ER
MOISTURE B ARRI ER
MOISTURE B ARRI ER
SHEA
T
HING
M OI STUR
E B ARRI
E
R
MOISTURE BARRI
E
R
M OI STUR
E BARRI
E
R
M OI STUR
E BARR IER
M OI STUR
E B ARRI ER MOISTURE BARRIER SH EAT HING
B UI LDI NG PAPER OVER
MOI STUR
E B ARRI
E
R MOISTURE BARRIERBUI LDING P APER OV ER
MOI ST URE BARRI
E
R
BUI L DING PAPER OVER
MOI STUR
E BARRI
E
R
MOISTURE BARRIERM OISTU
R
E BARR IER
MOI STUR
E B ARRIER
MOISTURE B ARRI
E
R
Scale
Date
Drawn By
Project Number
As indicated
9/15/2017 5:04:34 PMA603
WINDOW
DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
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"
5
WINDOW BEAM
DETAIL
1 1/2" = 1'-0"
9 WINDOW SILL @ ROOF
1 1/2" = 1'-0"
14
WINDOW HEAD @ MTL
CLOSURE
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
DN
REF.DN
REF.
C
B
A
C .1
2
A401
3
A401
1
A407
3
A408
80
33
33
33
33 33
43
80
43
80
80
43
80
33
A15 A7
33
43
EHU
G16
1
A505
G15
6
A505
B.3
1
A409
2
3
C
B
A
C .1
2
A402
1
A403
2
A407
43
43
80
33
33
33
33
43
80
73
D17
80
80
G14A
EHU
STUDIO -
TYPE A
UNIT
G15
1
A505
6
A505
B.3
1
A409
33
33
Scale
Date
Drawn By
Project Number
3/8" = 1'-0"9/15/2017 5:04:45 PMA701
ENLARGED EHU
PLANSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
3/8" = 1'-0"
1 EHU FLOOR PLAN
3/8" = 1'-0"
2 EHU STUDIO
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
UP
4 53
4.1
1.2
E E
F
H
J
G
1
A405
3
A904
ALPINE DIRECTOR
OFFICE
103
CONF
104
CONF.
105
OFFICE
106
OFFICE
107
ALPINE COACHES
WORK STATIONS
102
CONF.
108
ATHLETIC
DIR.OFFICE
109
WMNS COACHES
115
WMNS COACHES
113
M COACHES
112
M COACHES
110
TEAM HUDDLE
FILES FILES
WEEKEND ATHLETE
CUBBIES
TR L/FTV/BOARDS
L/F
TR T R L/FF.D. F.D.
F.D.
MENS ALPINE
LOCKERS
111
WMNS ALPINE
LOCKERS
114
X27
36
33
33
3333
33
36
33
33
33
36
36
33
33
X25
X27
X27
33 33 33
33
33
43
33 33
33
36
36
36
33
3333
102B
102A
33
33
36
36
D52 D52 D52 D52 D52
D52
D52
36
A903
1
A951
2
TEAM HUDDLE
FILES
FILES FILES
TV/BOARDS
L/FL/FTR T R
SNOWBOARD
OFFICE
138
CONF.
139
F.ST./F.SK.
OFFICE
140
F.ST./F.SK.
OFFICE
141
FREE SKI/STYLE
DIR. OFFICE
142
CONF.
143
ACROBATICS
WORK
137
MENS
COACHES
146
WMNS
COACHES
147
WMNS ACRO
LOCKERS
148
MENS ACRO
LOCKERS
145
MECH.
150
?
?
138
139 140 141
142
143
137
CENTRAL
STAIR
CS1
STORAGE
134
RR
135
RR
136
MENS
COACHES
144
X27
33 33 33 33
X27
33
33
43
34
33
33
33
73
73
33
33
136
135
134
101B
109
106 107
108
105 103
88
88
88
88
3333
3333 33
3333
33
13
43
43
33
R @ 0' - 6 3/4"19
33
33
33
43
33 34
33
33
43
73
73
73
36 36
43
21
A505
7' - 8 5/8" 9' - 5" 9' - 5" 9' - 5" 9' - 5" 6' - 8 3/8"
52' - 1"6' - 9 3/8" 4' - 10" 6' - 6" 5' - 6"31' - 1 1/4" 16' - 10" 7' - 11 3/8"24' - 9 3/8"6' - 7 3/8" 7' - 3 3/4" 17' - 2 1/8" 4' - 5" 10' - 1 1/2" 5' - 0 1/4" 6' - 1" 6' - 3 3/8" 5' - 0 1/4" 14' - 4 3/4" 3' - 11 1/2"
4' - 9"
CLEAR
3' - 0" 6' - 0"
CLEAR
3' - 0" 3' - 0 3/8" 3' - 0 3/8"
CLEAR
3' - 0" 6' - 0" 4' - 4 1/4" 7' - 6 3/4" 4' - 0"2' - 8 1/8"21' - 4 1/8" 9' - 11" 9' - 11" 7' - 7 1/8"
2' - 9 3/4"CLEAR0' - 0 1/2" 7' - 9 1/4"0' - 6 3/4"9' - 11"8' - 3 1/4"8' - 0 3/4" CLEAR
3' - 1 3/8" 5' - 6"CLEAR
1' - 11 3/8"
20' - 10 3/4"
CLEAR
4' - 8 3/8"
0' - 7 1/4"
CLEAR
4' - 8 3/8" 20' - 5 1/4" 5' - 9" 12' - 10 3/4" 9' - 2 1/4" 20' - 0"
CLEAR
4' - 9 5/8"
0' - 4 7/8"
CLEAR
4' - 9 5/8" 7' - 4 7/8" 12' - 5 3/8"9' - 2 3/4"14' - 6 3/8"ALIGN
ALIGN
ALIGN
ALIGN 7' - 1 7/8"17' - 2" 1' - 9 1/4"ALIGN
2
D
J
33
33
33 33
33
33
33
33
33
33
43
4336
43
80
43
43
36
128 129
36 9' - 2"CLEAR3' - 6"19' - 11 1/2"2' - 8 7/8" 0' - 9 3/4"5' - 7 1/2"18' - 8 5/8" 10' - 5" 18' - 8 3/8"
13' - 3 1/4" 5' - 5 3/8" 5' - 1 5/8" 5' - 3 3/8" 5' - 8 1/2" 12' - 11 7/8"2' - 10 3/4"2' - 10 3/4"4' - 8"2' - 1 3/8"2' - 1 3/8"4' - 5 1/4" 19' - 4 7/8" 19' - 6 1/2" 4' - 5 1/4"
RR
129
RR
128 9' - 2"3' - 6" 2' - 8 7/8" 0' - 9 3/4" 5' - 7 1/2"Scale
Date
Drawn By
Project Number
1/4" = 1'-0"9/15/2017 5:04:58 PMA702
ENLARGED
CLUB LEVEL 1
PLANSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
1/4" = 1'-0"
1 ENLARGED ALPINE PLAN
1/4" = 1'-0"
3 ENLARGED CLUB LEVEL RESTROOM PLANS
01 PERMIT 07.01.15
No. Description Date
06 9-15-17BLDG.PERMIT CORR.
10/24/17
DN
DN
DN UP
REF. REF.REF. REF.
3
A301
4
4
5
5
6
6
3
4.1
C C
E E
F
H H
B
G G
2
A301
C .1 C .1
1
A402
2
A402
1
A403
2
A403
3
A403
1
A404
2
A404
3
A4042
A405
3
A904
2
A408
CLUB
ELEVATOR
CONF.
218
CONF.
226 DEV. MNGR.
OFFICE
227
FINANCE OFFICE
219
G.M. OFFICE
220
BOOK KEEPER
OFFICE
221
TRAVEL OFFICE
222
COLLABORATION WORK SPACES
ELEV VESTIBULE
KITCH.
216
DISPLAY
RR
212 RR
213
MEETING
215
ADMIS. OFFICE
217
EXEC. OFFICE
225
EXEC. ASSIST.
OFFICE
228
OPERATIONS
MANAGER
229
COACH LOUNGE
223
ADMIN AND
WORKSPACES
214
EVENT STOR
234
STORAGE
211
KITCHENETTE
RR
224
EVENTS
230
COMPETITION
OFFICE
231
RACE
INFO
DESK
233KITCHKITCH TVTVTV
PRINTER / COPIER
AV
COC TO
RACE
SEC.
A951
3
A902
3A952
3
MECH
232
X27
X17
X17
X37
X37
33 33
33
X37
33
33
33
26
28
23
28
73
23 23
73
73
33
23
23
23
23
23
23
35
2323
23
219 220218 217
215A
215B
216
224
12327
235
232 234
233A
230
229
227
225211
12350
221
222
D56 D56 D56 D56
D64
D64
D64
D57
D66 D66 D66 D66
233B
B.3
2
D
E E
219 SF
KITCHEN
205
2
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"9/15/2017 5:05:10 PMA703
ENLARGED
CLUB LEVEL 2
PLANSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
1/4" = 1'-0"
1 ENLARGED CLUB LEVEL 2 OFFICES AND RESTROOMS
1/4" = 1'-0"
2 ENLARGED KITCHEN PLAN
01 PERMIT 07.01.15
No. Description Date
06 09.15.17BLDG.PERMIT CORR.
10/24/17
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 SLOPESLOPE 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.
10/24/17
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
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
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"9/15/2017 5:05:38 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.
10/24/17
FM1FG1 FW2 FG2 P C BF FW1
S1 7' - 0 1/2"12' - 0"8' - 0"12' - 0"
S2 7' - 6"14' - 0"
S3
Scale
Date
Drawn By
Project Number
3/16" = 1'-0"9/15/2017 5:05:48 PMA850
DOOR TYPES
AND
SCHEDULESSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
DOOR SCHEDULE
DOOR
NUMBER
LEAF FIRE
RATING
(MIN)
FRAME
COMMENTSTYPE WIDTH HEIGHT QUANTITY THICKNESS MATERIAL FINISH MATERIAL FINISH
G59 FW2 2' - 8" 7' - 0" 2 0' - 1 3/8" WD TBD 60 HM TBD
G62 FM3 2' - 8" 6' - 0" 1 0' - 1" MTL <By Category> MTL
G63 FM3 2' - 8" 6' - 0" 1 0' - 1" MTL <By Category> MTL
PSE1 FW2 2' - 10" 7' - 0" 2 0' - 1 3/8" WD TBD 60 HM TBD
LEVEL 2
131 0' - 0"
192 0' - 0"
201 7' - 6" 0' - 1 3/8" WD TBD TBD
202A FG2 3' - 0" 7' - 0" 2 0' - 1 3/8" WD TBD HM TBD
202B FG2 3' - 0" 7' - 0" 2 0' - 1 3/8" WD TBD HM TBD
203 FG2 3' - 0" 7' - 0" 2 0' - 1 3/8" WD TBD HM TBD
205 P 2' - 10" 7' - 0" 1 0' - 1 3/4" WD TBD WD TBD
206 7' - 0" 0' - 1 3/8" WD TBD 90 TBD
207 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
208 FW2 2' - 0" 7' - 0" 2 0' - 1 3/8" WD TBD HM TBD
209 FW2 2' - 0" 7' - 0" 2 0' - 1 3/8" WD TBD HM TBD
210 FW2 2' - 10" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
211 FW2 2' - 10" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
215A B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
215B B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
216 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
217 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
218 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
219 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
220 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
221 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
222 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
224 FG1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
225 FG3 3' - 0" 7' - 0" 1 0' - 2" GLASS TBD MTL TBD
227 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
229 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
230 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
232 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
233A FG1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
233B 7' - 6" 0' - 1 3/8" WD TBD TBD
234 FG1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
235 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
298 0' - 0"
12327 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
12350 FG2 3' - 0" 7' - 0" 2 0' - 1 3/8" WD TBD HM TBD
12567 7' - 6" 0' - 1 3/8" Storefront
Frame
CS2 FG1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
G23 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD
G45 FG1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
G46 FG1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
G53 6' - 0" 0' - 1" TBD TBD
G54 6' - 0" 0' - 1" TBD TBD
G55 FM3 2' - 8" 6' - 0" 1 0' - 1" MTL TBD MTL
G56 FM3 2' - 8" 6' - 0" 1 0' - 1" MTL TBD MTL
G57 FM3 2' - 8" 6' - 0" 1 0' - 1" MTL TBD MTL
G58 FM3 2' - 8" 6' - 0" 1 0' - 1" MTL TBD MTL
G64 7' - 6" 0' - 1 3/8" Storefront
Frame
WS2 FG1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
LEVEL 3
108AA FG1 3' - 0" 8' - 0" 1 0' - 1 3/8" WD TBD HM TBD
108X 8' - 0" 0' - 1 3/8" WD TBD TBD
108Y S2 12' - 0" 8' - 0" 1 GLASS VINYL PREFINISHED
108Z S2 12' - 0" 8' - 0" 1 GLASS VINYL PREFINISHED
258 0' - 0"
299 0' - 0"
12395 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
12396 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
12485 FG1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD WD TBD
12528 FG1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD WD TBD
12570 8' - 0" 0' - 1 3/8" WD TBD TBD
12571 S2 12' - 0" 8' - 0" 1 GLASS VINYL PREFINISHED
12575 8' - 0" PREFINISHED
LEVEL 4
259 0' - 0"
12397 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
12398 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
12491 0' - 0"
12572 S1 12' - 0" 7' - 0" 1 GLASS VINYL PREFINISHED
12573 7' - 6" PREFINISHED
12574 S1 12' - 0" 7' - 0" 1 GLASS VINYL PREFINISHED
MECH.
G36 3' - 10" 0' - 1 3/8" WD TBD
G37 3' - 10" 0' - 1 3/8" WD TBD
DOOR SCHEDULE
DOOR
NUMBER
LEAF FIRE
RATING
(MIN)
FRAME
COMMENTSTYPE WIDTH HEIGHT QUANTITY THICKNESS MATERIAL FINISH MATERIAL FINISH
GARAGE
108GG FW1 2' - 6" 7' - 0" 1 0' - 1 3/4" WD TBD WD TBD
108HH FW1 2' - 6" 7' - 0" 1 0' - 1 3/4" WD TBD WD TBD
108I FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
108II FW1 3' - 0" 7' - 0" 1 0' - 1 3/4" WD TBD WD TBD
108JJ FW2 2' - 0" 7' - 0" 2 0' - 1 3/4" WD TBD WD TBD
108K FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
108KK FW1 2' - 6" 7' - 0" 1 0' - 1 3/4" WD TBD WD TBD
108LL FW1 3' - 0" 7' - 0" 1 0' - 1 3/4" WD TBD WD TBD
108N FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
108P FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
108Q 0' - 0"
108T FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
296 0' - 0"
12562 0' - 0"
ES-G FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
G01A C 18' - 6" 8' - 0" 1 0' - 2" MTL TBD MTL TBD
G01B FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
G02 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
G03 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
G04 C 8' - 0" 6' - 6" 1 0' - 2" MTL TBD MTL TBD
G05 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
G07 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
G08 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
G08 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
G09 FW2 3' - 6" 7' - 0" 2 0' - 1 3/8" WD TBD 90 HM TBD
G10 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
G11 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
G13 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
G14 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM
G14A FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
G14B FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
G15 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
G16 7' - 0" 0' - 1 1/2"
WS-G FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
LEVEL 1
101A B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
101B B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
102A FW2 2' - 8" 7' - 0" 2 0' - 1 3/8" WD TBD 60 HM TBD
102B FW2 2' - 8" 7' - 0" 2 0' - 1 3/8" WD TBD 60 HM TBD
103 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
105 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
106 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
107 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
108 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
109 FG3 3' - 0" 7' - 0" 1 0' - 2" GLASS TBD MTL TBD
117 FW2 2' - 10" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
118 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
120 FW2 2' - 8" 7' - 0" 2 0' - 1 3/8" WD TBD 60 HM TBD
121 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
122 FW2 2' - 10" 7' - 0" 2 0' - 1 3/8" WD TBD HM TBD
123 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
124 FW2 2' - 10" 7' - 0" 2 0' - 1 3/8" WD TBD HM TBD
128 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
129 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
130 0' - 0"
132 FW2 2' - 10" 7' - 0" 2 0' - 1 3/8" WD TBD HM TBD
134 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 60 HM TBD
135 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 60 HM TBD
136 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 60 HM TBD
137 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 60 HM TBD
138 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
139 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
140 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
141 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
142 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
143 B 3' - 0" 6' - 8" 1 0' - 2" WD TBD WD TBD
151A FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
151B FW2 2' - 8" 7' - 0" 2 0' - 1 3/8" WD TBD HM TBD
151C FW2 2' - 8" 7' - 0" 2 0' - 1 3/8" WD TBD HM TBD
152 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 60 HM TBD
153 FW2 2' - 10" 7' - 0" 1 0' - 1 3/8" WD TBD HM TBD
154 FW2 3' - 6" 7' - 0" 2 0' - 1 3/8" WD TBD HM TBD
257 0' - 0"
297 0' - 0"
CS1A FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
CS1B FW2 2' - 8" 7' - 0" 2 0' - 1 3/8" WD TBD 90 HM TBD
CS1C FW2 2' - 8" 7' - 0" 2 0' - 1 3/8" WD TBD 90 HM TBD
ES1 FW1 3' - 0" 7' - 0" 1 0' - 1 3/8" WD TBD 90 HM TBD
G24 6' - 0" 0' - 1" TBD
G25 FM3 2' - 8" 6' - 0" 1 0' - 1" MTL TBD MTL
G28 FM3 2' - 8" 6' - 0" 1 0' - 1" MTL TBD MTL
G29 FM3 2' - 8" 6' - 0" 1 0' - 1" MTL TBD MTL
G30 FM3 2' - 8" 6' - 0" 1 0' - 1" MTL TBD MTL
G33 FM3 2' - 8" 6' - 0" 1 0' - 1" MTL TBD MTL
G34 FM3 2' - 8" 6' - 0" 1 0' - 1" MTL TBD MTL
G35 FM3 2' - 8" 6' - 0" 1 0' - 1" MTL TBD MTL
01 PERMIT 07.01.15
No. Description Date
06 09.15.17BLDG.PERMIT CORR.
10/24/17
5/8" GYP.
2X6 FRAMING
INSULATION
EXT GRADE OSB
VAPOR BARRIER
RIGID FOAM INSULATION
LAP SIDING
METAL FLASHING
HEADER BLOCKING
DOOR JAMB
STOP
DOOR
EXT TRIM
SEALANT AND BACKER ROD
5/8" INTERIOR GYP.
2X6 FRAMING WALL
INSULATION
TRIM
JAMB
EXT. TRIM
EXTERIOR GRADE OSB
VAPOR BARRIER
RIGID FOAM INSULATION
HORIZONTAL LAP SIDING
SWING DOOR
SWING DOOR
THRESHOLD
FINISH FLOOR
SUBFLOOR
INSULATION
SOUND INSULATION
FLOOR LEVELING
CONCRETE PAVERS
SAND SUBSTRATE
WATERPROOFING MAT
6" CONCRETE DECK
5/8" INTERIOR GYP.
2X4 FRAMING WALL
INSULATION
CONCRETE SUBSTRATE WALL
VAPOR BARRIER
RIGID FOAM INSULATION
DRAINAGE MAT
STEEL TAPCON
W/METAL TIE
STONE VANEER
METAL FLASHING
STEEL L-ANGLE
HEADER BLOCKING FOR
SLIDING DOOR
SLIDER TRACK
SLIDING DOORS
TRIM
JAMB
5/8" INTERIOR GYP.
2X4 FRAMING WALL
INSULATION
CONCRETE SUBSTRATE
JAMB BLOCKING
JAMB
SWING DOOR
STEEL L-ANGLE
TRIM
VAPOR BARRIER
RIGID FOAM INSULATION
DRAINAGE MAT
TAPCON W/STEEL TIE
STONE VANEER
SLIDING DOORS
CONCRETE PAVERS
SAND SUBSTRATE
WATERPROOFING MAT
6" CONCRETE DECK
SLIDING DOOR
THRESHOLD
FINISH FLOOR
SUBFLOOR
BLOCKING
INSULATION
SOUND INSULATION
FLOOR LEVELING
5/8" INTERIOR GYP.
2X4 FRAMING WALL
INSULATION
CONCRETE SUBSTRATE WALL
HEADER BLOCKING FOR
SLIDING DOOR
JAMB
HEADER BLOCKING
TRIM
STOP
VAPOR BARRIER
RIGID FOAM INSULATION
DRAINAGE MAT
STEEL TAPCON
W/METAL TIE
STONE VANEER
METAL FLASHING
STEEL L-ANGLE
DOOR
5/8" INTERIOR GYP.
2X4 FRAMING WALL
INSULATION
CONCRETE SUBSTRATE
JAMB BLOCKING
JAMB
STOP
SWING DOOR
VAPOR BARRIER
RIGID FOAM INSULATION
DRAINAGE MAT
TAPCON W/STEEL TIESTONE VANEER
STEEL L-ANGLE
TRIM
CONCRETE PAVERS
SAND SUBSTRATE
WATERPROOFING MAT
6" CONCRETE DECK SWING DOOR
THRESHOLD
FINISH FLOOR
SUBFLOOR
INSULATION
SOUND INSULATION
FLOOR LEVELING
1/2" OSB & 2X6 HEADER BLOCKING
TRIM
STOP
SWING DOOR
GLASS
WINDOW JAMB
RIGID INSULATION
TRIM
LAP SIDING
BLOCKING
5/8" INTERIOR GYP
1/4" CASING
WINDOW JAMB
SWING DOOR
STOP
DOOR JAMB
TRIM
HORIZONTAL LAP SIDING
RE: DOOR MANUF
18 3/4" (N.T.S.)
0' - 5 3/4"
5/8" INTERIOR GYP.
2X4 FRAMING WALL
INSULATION
BLOCKING
JAMB
STOP
TRIM
EXTERIOR GRADE OSB
RIGID FOAM INSULATION
DRAINAGE MAT
SELF-FURRING METAL LATH
STUCCO
SWING DOOR
5/8" INTERIOR GYP.
2X4 FRAMING WALL
INSULATION
HEADER BLOCKING
TRIM
DOOR
STOP
JAMB
EXTERIOR GRADE OSB
RIGID FOAM INSULATION
DRAINAGE MAT
SELF-FURRING METAL LATH
STUCCO
METAL FLASHING
1/2" OSB & 2X6 HEADER BLOCKING
TRIM
TRACK
SLIDING DOOR
GLASS
WINDOW JAMB
Scale
Date
Drawn By
Project Number
As indicated
9/15/2017 5:05:58 PMA851
DOOR DETAILSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
1 1/2" = 1'-0"
1
SWING DOOR HEAD @
LAP SIDING
1 1/2" = 1'-0"
2
SWING DOOR JAMB @
LAP SIDING
1 1/2" = 1'-0"
3
SWING DOOR THRESHOLD
@ SOUTH PATIO
1 1/2" = 1'-0"
6
SLIDER HEAD @
STONE
1 1/2" = 1'-0"
7
SLIDER JAMB @
STONE
1 1/2" = 1'-0"
8
SLIDER THRESHOLD
@ SOUTH PATIO
1 1/2" = 1'-0"
11
SWING DOOR HEAD @
STONE
1 1/2" = 1'-0"
12
SWING DOOR JAMB @
STONE
1 1/2" = 1'-0"
4
SWING DOOR THRESHOLD
@ CONDO PATIO
3" = 1'-0"
13
SWING DOOR HEAD @
TRANSOM
3" = 1'-0"
14
SWING DOOR JAMB @
WINDOW
1" = 1'-0"
16
COILING OVRHD
DOOR HEAD
3" = 1'-0"
17
COILING OVRHD
DOOR JAMB
1 1/2" = 1'-0"
9
SWING DOOR HEAD @
STUCCO
1 1/2" = 1'-0"
10
SWING DOOR JAMB @
STUCCO
3" = 1'-0"
5 SLIDER HEAD @ TRANSOM
01 PERMIT 07.01.15
No. Description Date
06 09.15.17BLDG.PERMIT CORR.
10/24/17
UP
DN
UP
DN
UP
DN
10.1
E
C .1
8
A901
9' - 8 3/4"19' - 9"WS-G
CLEAR
3' - 10"5' - 5 1/2"9 TREADS @ 11"8' - 3"4' - 3 1/2" CLEAR
7' - 11 3/4"3' - 4"6
A9015/8" GYP. BOARD ON
7/8" HAT CHANNEL
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
DRAINAGE MAT ON
2" RIGID EXTRUDED
POLYSTYRENE ON
WATERPROOFING
MEMBRANE
PRECAST
CONCRETE STAIRS
10.1
E E
C .1 C .1
8
A901 10 TREADS @ 11"9' - 0 1/8" 4' - 6 1/2"6' - 2 5/8"8 TREADS @ 11"7' - 4"0' - 6 3/8"3' - 11 3/4"6
A901
X40 X47
X40
40
5/8" GYP. BOARD ON
7/8" HAT CHANNEL
REINF. CONCRETE
FOUNDATION WALL;
RE: STRUCT
DRAINAGE MAT ON
2" RIGID EXTRUDED
POLYSTYRENE ON
WATERPROOFING
MEMBRANE
PRECAST
CONCRETE STAIRS
D
10.1
E
C .1
6
A950
8
A901
6' - 2 5/8"8 TREADS @ 11"7' - 4"4' - 5 3/8" 9 TREADS @ 11"8' - 3"WS2
19' - 9"6
A901
D
10.1
E E
C .1 C .1
8
A901
0' - 11 1/2"6' - 2 5/8"8 TREADS @ 11"7' - 4"4' - 5 3/8" 8 TREADS @ 11"7' - 4" 7' - 2 1/8"6
A901
D
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
EC .1 9 RISERS5' - 0"9 RISERS5' - 0"11' - 0" 12' - 0" A504
6
124' - 10 3/4"
D
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
E C .1
D
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"9/15/2017 5:06:11 PMA901
WEST STAIR
PLANS AND
SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
1/4" = 1'-0"
1 WEST STAIR - GARAGE PLAN
1/4" = 1'-0"
2 WEST STAIR - LEVEL 1 PLAN
1/4" = 1'-0"
3 WEST STAIR - LEVEL 2 PLAN
1/4" = 1'-0"
4 WEST STAIR - LEVEL 3 PLAN
1/4" = 1'-0"
8 WEST STAIR SECTION
1/4" = 1'-0"
6 WEST STAIR SECTION1 7 WEST STAIR ISOMETRIC5WEST STAIR ISOMETRIC
01 PERMIT 07.01.15
No. Description Date
06 09.15.17BLDG.PERMIT CORR.
10/24/17
UP
DN
UP
DN
6
E
5
A902
10 TREADS @ 11"9' - 2" 3' - 7 1/4"0' - 9 1/2"CLEAR
3' - 7"
CLEAR
3' - 7"
0' - 9 1/2" 8' - 7"
0' - 8"
5' - 0" 3' - 4" 1' - 4"18' - 1 3/4"10' - 4"
ES-G
6
A902
6
E
5
A902
1' - 0"
CLEAR
3' - 7"6' - 2 3/4"8 TREADS @ 11"7' - 4"4' - 7" 18' - 1 3/4"9 TREADS @ 11"8' - 3"ES1
6
A902
6
E
5
A902
9 TREADS @ 11"8' - 3"8 TREADS @ 11"7' - 4"6
A902
6
E
F
5
A902
6
A902
9 TREADS @ 11"8' - 3"8 TREADS @ 11"7' - 4"CLEAR
3' - 7"
1' - 0"
CLEAR
3' - 7"19' - 0"LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
EF
1
A302
1
A404
0' - 10 1/4"18' - 1 3/4"
19' - 0"12' - 0"3' - 10 3/4"10' - 0" 11' - 0" 12' - 0"LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
E F
1
A302
1
A404 3' - 10 3/4"10' - 0"11' - 0"12' - 0"10' - 0"11' - 0"12' - 0"7590 SF
GARAGE
G01
503 SF
BOILER ROOM
G09
19' - 0"
0' - 8" 16' - 9 3/4" 0' - 8" 0' - 10 1/4"
124' - 10 3/4"
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"9/15/2017 5:06:21 PMA902
EAST STAIR
PLANS AND
SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
1/4" = 1'-0"
1 EAST STAIR - GARAGE PLAN
1/4" = 1'-0"
2 EAST STAIR - LEVEL 1 PLAN
1/4" = 1'-0"
3 EAST STAIR - LEVEL 2 PLAN
1/4" = 1'-0"
4 EAST STAIR - LEVEL 3 PLAN
1/4" = 1'-0"
5 EAST STAIR SECTION 1
1/4" = 1'-0"
6 EAST STAIR SECTION 27EAST STAIR ISO SECTION 1 8 EAST STAIR ISO SECTION 2
01 PERMIT 07.01.15
No. Description Date
06 09.15.17BLDG.PERMIT CORR.
10/24/17
UP
DN UP
DN UP
DN
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
T.O. CHIMNEY
149' - 0"
E
3
E
8
A903
6
A903
CLEAR
3' - 6"4' - 5" 9 TREADS @ 11"8' - 3"0' - 7 3/4"
CLEAR
3' - 6"
CS1CCS1B
G5
G6
3
E
8
A903
6
A903
8 TREADS @ 11"7' - 4"9' - 2 7/8" 8 TREADS @ 11"7' - 4"CLEAR
3' - 6"
G7
3
E
8
A903
6
A903
3
E
6
A903
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
T.O. CHIMNEY
149' - 0"
E 1
A302
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"9/15/2017 5:06:34 PMA903
CENTRAL STAIR
PLANS AND
SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
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
06 09.15.17BLDG.PERMIT CORR.
10/24/17
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
HG
D6 D6
VFY LOCATION OF
FLOOR DRAINS AND
SNOWMELT
UNDERNEATH BAR
GRATE STAIRS
10.1
H
G
4
A904
80
36
36
33
43
88
8 TREADS @ 15"8' - 0"4' - 0" VFY LOCATION OF
FLOOR DRAINS AND
SNOWMELT
UNDERNEATH BAR
GRATE STAIRS.
VFY ACCESS FOR
CLEAN OUT
10.1
H
G
4
A904 X28
X40
X406 TREADS @ 15"8' - 0"4' - 0" 6 TREADS @ 15"8' - 0"4' - 0" 6 TREADS @ 15"8' - 0"4' - 6"
D6
D6
CLUB ROOM
207
MECH
209
G
3
A904
H
G
3
A904
G1
G2
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
LEVEL 3
121' - 0"
H G
6' - 8"6' - 11 1/2"8' - 3 1/4"7' - 0 5/8"Scale
Date
Drawn By
Project Number
1/4" = 1'-0"9/15/2017 5:06:44 PMA904
STAIR PLANS
AND SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
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 09.15.17
BLDG.PERMIT CORR.
10/24/17
DN
REF. REF.REF. REF.
4'-0" 4'-0"
4'-0"7'-0"7'-0"8'-1"CONCEALED GUTTERS
TO CONCEALED DRAIN
LEADERS
CONCEALED GUTTERS
TO CONCEALED DRAIN
LEADERS
SCONCE SCONCE
SPOT SPOT
SCONCE SCONCE SCONCE SCONCESCONCESCONCE SCONCESCONCESCONCESCONCESPOTSPOTSCONCESCONCESCONCECAN
CAN
CANCANCAN
STEPCAN
CAN
CANCAN CAN CAN CAN CAN CAN CAN CAN
CANCAN CAN
CAN
CAN
CAN
CAN
CAN CAN CAN CAN CAN CAN
CAN
CAN
CAN
CANCAN
SCONCE SCONCE
SCONCE SCONCE
SCONCE
STEPSTEPSTEPSTEPSTEPSTEPSTEPSTEPSTEPSTEPSTEPSTEP STEP STEPSTEPSTEP
STEP
STEP
STEP
STEP
STEP
STEP
STEP
STEP SPOTSPOTSPOTSPOTSTEP STEP STEP
STEP
STEP STEP STEP STEP
STEP STEP STEP STEP STEP STEP STEP STEPSPOTCANCAN
STEP STEPSTEP STEP STEPSTEPSTEPA D D R E S S SI GNAGE
SCONCE
STEP
STEPSTEPSTEPSTEPSTEP STEP STEPSTEPSTEPSTEP-LVL 1
-LVL 1
-LVL 1
-LVL 1
-LVL 1
-LVL 1
-LVL 1
-LVL 1-LVL 3 -LVL 3
SCONCESTEP
-LVL 1
-LVL 1-LVL 1-
L
VL
1
-LVL 1-LVL G-LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1 -LVL 1
-LVL 1
-LVL 1
-LVL 1
-LVL 1 -LVL 1 -LVL 1
-LVL 1
-LVL 1
-LVL 1
-LVL 1 STEP -LVL G -LVL G-LVL G -LVL G -LVL G-LVL G
-LVL G
-LVL G
-LVL G
-LVL 3
-LVL 3-LVL 3
-LVL 2-LVL 2-LVL 2 -LVL 3-LVL 3-LVL 1
-LVL 1
-LVL 1
-LVL 1-LVL 1
-LVL 3-LVL 3 -LVL 3 -LVL 3 -LVL 3-LVL 1
-LVL 2
-LVL 2-LVL 2-LVL 2 -LVL 2 -LVL 1-LVL 1 -LVL 1-LVL 2-LVL 2-LVL 2-LVL 1-LVL 1 -LVL 1-LVL 2-LVL 2-LVL 2-LVL 2 -LVL 2 -LVL 2 -LVL 2 -LVL 2 -LVL 2
-LVL 1-2 -LVL 2-LVL 2-LVL 2-LVL 2
-LVL 2
-LVL 2 -LVL 2 -LVL 4-LVL 4-LVL 4-LVL 4-LVL 4 -LVL 4-LVL 4-LVL 3-LVL 3-4-LVL 3-4-LVL 3-4DOOR-LVL 2 DOOR
-LVL 2DOOR-LVL 2DOOR
-LVL 2
B.3
2
D
STEP LIGHT, +18",
U.O.N.
EXTERIOR SCONCE,
+7'-6", U.O.N.
LIGHTING LEGEND
RECESSED CAN
LIGHT, CEILINGS
DOWN LIGHT
OVER ENTRANCES
LANDSCAPE SPOT
LIGHT, STRUCTURE
UP - LIGHT
SCONCE
STEP
CAN
DOOR
SPO
T
SYMBOL DESCRIPTION MANUFACTURER COUNT
HINKLEY, ATLANTIS
HINKLEY, 40W G9
BRICK
HINKLEY, TYP.
HINKLEY, ATLANTIS
HINKLEY, 35W SPOT
25
60
36
4
9
Scale
Date
Drawn By
Project Number
As indicated
9/15/2017 5:21:49 PMAS906
SITE LIGHTING
PLANSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
000000
1/8" = 1'-0"1 SITE LIGHTING PLAN
3/16" = 1'-0"
LIGHTING LEGEND
No. Description Date
06 09.15.17BLDG.PERMIT CORR.
10/24/17
1
1
0.1
0.1
E E
6
A950
118
117
80 34
46
46
88
88
88
34
34
34 5' - 0 5/8"8' - 11 5/8" 6' - 2 7/8" 3' - 5 7/8" 6' - 2 1/8"
WEST
BREEZEWAY
116
ELEV VEST
118
STORAGE
117
WEST STAIR
WS1
88
2' - 2" 9' - 8"
46
5' - 3"
0' - 8"
R 11' - 1 0 1/2"
2' - 10 1/8"5' - 2 5/8"0' - 3 5/8"6' - 1"
10.1
E
6
A950
80
73
73 5' - 2 5/8"14' - 0 1/4" 5' - 0 5/8"8' - 11 5/8" 6' - 2 7/8" 9' - 8"
9' - 8 3/4" 6' - 2 1/8"
G02
108T
108P
88
MECH
G02
EL. MA.
238
GARAGE
G01
WEST STAIR
WS0
EL. VEST
237
TECH ENTRANCE
G03
8' - 4"
-
-
1
1
0.1
0.1
E E
6
A950
4' - 1 7/8" 2' - 1" 3' - 5 7/8" 6' - 2 1/8"
43
X17
X17
73 33
X47
80
X40
88
88
88
88
207
WEST STAIR
WS2
WEST ELEV VEST
PSE3
MECH
209
CLUB ROOM
207
STOR/MECH
206
5' - 3 1/4"8' - 0 1/2" 13' - 3 3/4"5' - 0 5/8"8' - 11 5/8" 33
10.1
E
6
A950
CONDOMINIUM 3A
167
9' - 8 3/4"
4' - 1 7/8" 2' - 1" 9' - 8"
5' - 3"0' - 8"
1' - 7"
8' - 6 1/2"
D83
88
88
88
88
13
13
13
7.83°
8.00°5' - 3 1/4"8' - 0 1/2" 13' - 3 3/4"0' - 7 5/8"5' - 0 1/2"8' - 11 3/4" 10.1
E
6
A950
88
88
88
88
D815' - 3 1/4"8' - 0 1/2" 13' - 3 3/4"4' - 1 7/8" 2' - 1"
5' - 3"0' - 8"
C3
13
13
13
9' - 8 3/4"2' - 11 1/4"1' - 7"
7.83°
8.00°0' - 7 5/8"5' - 0 1/2"8' - 11 3/4" X73
A8
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
T.O. CHIMNEY
149' - 0"
E 17' - 0"11' - 0" 10' - 0" 11' - 0" 12' - 0" 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
CONDOMINIUM 3A
167
WEST ELEV VEST
PSE3
MECH
209
WEST
BREEZEWAY
116
ELEV VEST
118
GARAGE
G01
EL. VEST
237
5' - 0 5/8" 8' - 5 3/4"
SPRAY APPLIED
FIREPROOFING
4"
12"
ACOUSTICAL FLOOR BUILD
UP
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"9/15/2017 5:07:52 PMA950
ELEVATOR 01
PLANS AND
SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
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.
10/24/17
3 C
C .1
5
A951
G13
73
80 43
0' - 8 5/8" 9' - 3 7/8"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 A UNIT
G15
GARAGE
G01
3
5
A951
CLUB ELEV
CE1
CENTRAL STAIR
CS1
BREEZEWAY
101 0' - 8"5' - 3" 2' - 9" 8' - 8"88
88 43
13
73
2' - 0 1/8"
7' - 7 1/2"
D
3
5
A951
RECEPTION HALL
201
RR
212
MEETING
215
KITCH.
216
BOARD ROOM
202
CLUB ELEV
CE1
D 3
5
A951
9' - 7 1/2"8' - 7 3/4"D
LEVEL 1
100' - 0"
LEVEL 2
111' - 0"
GARAGE
88' - 0"
LEVEL 3
121' - 0"
LEVEL 4
132' - 0"
3
11' - 0"10' - 0" 11' - 0" 12' - 0" 23' - 0" TRAVEL DISTANCE PIT DEPTH4' - 0"CONDOMINIUM 3B
245
MEETING
215
BREEZEWAY
101
GARAGE
G01
CLUB ELEV
CE1
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
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"9/15/2017 5:08:15 PMA951
ELEVATOR 02
PLANS AND
SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
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.
10/24/17
DN
LEVEL 1
100' - 0"
LEVEL 2
111' - 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' - 0" 12' - 0" CONDOMINIUM 3B
245
EAST ELEV VEST
235
ELEV. VEST.
152
ELEV VEST
G10
GARAGE
G01
RR
224
CONDOMINIUM 3B
245
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 HEIGHTD101
D100
4"
12"6 1/4"4 1/2" 4 5
F
7
A952
36 36
34
88
88
88
88
73
73
73
G10
G11
8' - 9"
0' - 1 1/8" 2' - 4 1/8"
4' - 4 7/8"
1' - 3 1/2"
7' - 0 1/2"
0' - 5"
ELEV VEST
G10
BOILER ROOM
G09
EAST STAIR
ES0
GARAGE
G01
0' - 2 3/4"5' - 5"3' - 9 3/8"0' - 10 3/8"4' - 7 3/4"5' - 3"
0' - 8"
4 5
F
7
A952
137
152
151A
73
33
73
43
43
88
88
88
33
46
46
88
34
8' - 6 5/8" 7' - 0 1/2" 7' - 9 5/8"0' - 2 3/4"6' - 3 1/4" 8' - 10 1/8" 2' - 3 1/2" 4' - 5 1/2"5' - 4 3/8"3' - 3 3/8"
4
4
5
5
F
7
A952
13
13
88
13 88
46
46
46 88
8' - 10 1/8" 2' - 3 1/2"8' - 11"0' - 2 3/4"9' - 1 3/4"2' - 11 1/8" 5' - 3"
0' - 8"
4 5
F
7
A952
0' - 2 3/4"8' - 10 1/8" 2' - 3 1/2"
10
5
.
0
0
°75.00°0' - 1 7/8" 5' - 1 1/8"
4 5
F
7
A952
0' - 2 3/4" 8' - 11"9' - 1 3/4"0' - 1 7/8" 5' - 1 1/8"75.00°8' - 10 1/8" 2' - 3 1/2"
0' - 1 1/8"
10
5
.
00
°
D101
D102
13
8813
88
88
13
Scale
Date
Drawn By
Project Number
1/4" = 1'-0"9/15/2017 5:08:28 PMA952
ELEVATOR 03
PLANS AND
SECTIONSSKI ANDSNOWBOARDCLUB VAIL598 VAIL VALLEY DRIVEAuthor
07.01.15
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.
10/24/17
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.
10/24/17
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.
10/24/17
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.
10/24/17
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.
10/24/17
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.
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
GENERAL
NOTES &
LEGEND
C-01
“ ”
·
·
·
·
·
·
·
·
#
10/24/17
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
10/24/17
UP
UP
CLUB
ELEVATOR
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
C-10
811
OVERALL SITE
PLAN
10/24/17
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
10/24/17
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
SITE DETAILS
C-101
10/24/17
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
10/24/17
C-102
EROSION
CONTROL
DETAILS
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
10/24/17
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
10/24/17
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
C-11
811
EXISTING
COND'NS &
DEMO PLAN
10/24/17
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
10/24/17
C-12
EXISTING
COND'NS &
DEMO PLAN
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
811
10/24/17
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
10/24/17
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
C-21
811
EROSION
CONTROL PLAN
(INITIAL)
³ ´
10/24/17
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
10/24/17
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
C-22
811
EROSION
CONTROL PLAN
(FINAL)
10/24/17
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
10/24/17
UP
CLUB
ELEVATOR
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
C-31
811
DETAILED
GRADING PLAN
10/24/17
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.
10/24/17
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
10/24/17
UP
CLUB
ELEVATOR
C-32
DETAILED
GRADING PLAN
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
811
TYPICAL CURB RAMP
AT DRIVE CUT
N.T.S.
10/24/17
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
10/24/17
DRIVE CENTERLINE
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
C-33
811
DRIVE PLAN
AND PROFILE
10/24/17
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
10/24/17
UP
UP
CLUB
ELEVATOR
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
C-50
811
“ ”
“ ”
OVERALL
UTILITY PLAN
10/24/17
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
10/24/17
UP
STORM A
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
C-61
811
STORM SEWER
PLAN & PROFILE
ORIFICE PLATE DETAIL
10/24/17
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
10/24/17
STORM B
STORM C
C-62
STORM SEWER
PLAN & PROFILE
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
811
10/24/17
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
10/24/17
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
C-63
811
PERIMETER
DRAIN PLAN
10/24/17
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
10/24/17
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
C-81
811
HORIZONTAL
CONTROL PLAN
10/24/17
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
10/24/17
C-82
HORIZONTAL
CONTROL PLAN
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
811
10/24/17
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
10/24/17
C-83
LINE AND
CURVE TABLES
Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
811
10/24/17
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
10/24/17
UP
UP
CLUB
ELEVATOR DD UP BB A
A CC Scale as shown
Date
Drawn By
Project Number
--6/26/2014 5:34:31 PMSKI 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
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.)
10/24/17
SCALE:
MOUNTING HEIGHTS DETAIL1
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 NONE
E0.0
ELECTRICAL
COVER SHEET
10/24/17
AWARDS PODIU
M
LARGE
B O U L D E R
BLOCK
S
SNOW
S T O R A G E - 1,050 S.F.
TOTAL
(10% OF E X P O S E D P A V E D
AREA)
SNOW
STORA
G
E
SNOW
S T O R A G E
- S.F. T O T A L (10%
OF EXPOS
E
D
PAVED
A R E A )
UP
UP
CLUB
ELEVATOR
IRRI GATIO
N
CONTR
O
L
L
E
R
AND S T U B -O U T
LOCATI
ON
SCALE:
ELECTRICAL SITE PLAN1
E0.1 1/8" = 1'-0"
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 1/8" = 1'-0"
E0.1
ELECTRICAL
SITE PLAN
10/24/17
UP
UP
UP
DNDN
1
1
4
4
5
5
6
6
3
4.1
1.1 1.2
0.1
0.1
C
C
E E
F
H H
J J
B
G G
A A
GARAGE
G01
ELEV. EQUIP
G14
BOILER ROOM
G09
EAST STAIR
ES0
C .1 C .1
MECH
G02
CLUB STORAGE
G13
TECH ENTRANCE
G03
EHU
G16
EHU STUDIO -
TYPE A UNIT
G15
OFFICE
G07
CLUB STORAGE
G08
MECH /
JANITOR
G05
LOCKERS
G06
WEST STAIR
WS0
ELEV
VEST
G10
ELEV. EQ.
G11
WATER ENTRY
G12
EL. VEST
237
EL. MA.
238
TECH SHOP
G04
B.3
2
SCALE:
ELECTRICAL POWER PLAN - GARAGE1
E1.0 1/8" = 1'-0"
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 1/8" = 1'-0"
E1.0
ELECTRICAL
POWER PLAN -
GARAGE
10/24/17
UP
UP
UP
DN
UP
DN
UP
UP
DN
DN
1
1
4
4
5
5
6
63
4.1
1.1 1.2
0.1
0.1
C C
E E
F
H H
J J
B
G G
A
C .1
C .1
CENTRAL
STAIR
CS1
WEST STAIR
WS1
BREEZEWAY
101
EAST STAIR
ES1
ALPINE COACHES
WORK STATIONS
102
RR
128
MECH.
150
ELEV. VEST.
152
STORAGE
134
ELECTRICAL
151
ACROBATICS
WORK
137
TRASH/RECYLCING
154
VENUE EQUIP.
132
SNOWBOARD /
BOOT STORAGE
131
TUNING
130
RR
129
GATE SERVICE
119
TECH FITTING
AND DROP-OFF
121
ALPINE STORAGE
124
TECH SERVICE
CARTS
120
BOOT / SKI
STORAGE
125
ALPINE TUNING
126
HALL
127
RR
135
RR
136
WMNS ACRO
LOCKERS
148
MENS ACRO
LOCKERS
145
MECH.
122
JAN.
123
B.3
MENS ALPINE
LOCKERS
111
WMNS ALPINE
LOCKERS
114
BREEZEWAY
101
2
D D
ALPINE DIRECTOR
OFFICE
103
CONF
104
CONF.
105
OFFICE
106
OFFICE
107
CONF.
108
ATHLETIC
DIR.OFFICE
109
SNOWBOARD
OFFICE
138
CONF.
139
F.ST./F.SK.
OFFICE
140
FREE SKI/STYLE
DIR. OFFICE
142
F.ST./F.SK.
OFFICE
141
SCALE:
ELECTRICAL POWER PLAN - 1ST FLOOR1
E1.1 1/8" = 1'-0"
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 1/8" = 1'-0"
E1.1
ELECTRICAL
POWER PLAN -
1ST FLOOR
10/24/17
DN
DN
REF. REF.REF. REF.
DN
UP
DN
DN UP
1
1
4
4
5
5
6
6
3
4.1
1.1 1.2
0.1
0.1
C C
E E
F
H H
J J
B
G G
A
CLUB ROOM
207
BOARD ROOM
202
WEST STAIR
WS2
C .1
C .1
CONF.
218
TREATMENT
204
MECH
209
CONF.
226 DEV. MNGR.
OFFICE
227
FINANCE OFFICE
219
G.M. OFFICE
220
BOOK KEEPER
OFFICE
221
TRAVEL OFFICE
222
STOR/MECH
206
GYM
203
KITCHEN
205
KITCH.
216
RECEPTION HALL
201
RR
212
RR
213
MEETING
215
ADMIS. OFFICE
217
EXEC. OFFICE
225
EXEC. ASSIST.
OFFICE
228
OPERATIONS
MANAGER
229
COACH LOUNGE
223
ADMIN AND
WORKSPACES
214
EVENT STOR
234
STORAGE
211
RR
224
EVENTS
230
COMPETITION
OFFICE
231
RACE INFO DESK
233
STORAGE
208
MECH
232
JAN
210
B.3
PATIO STAIR
EAST
236
CLUB TERRACE
239
2
D
SCALE:
ELECTRICAL POWER PLAN - 2ND FLOOR1
E1.2 1/8" = 1'-0"
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 1/8" = 1'-0"
E1.2
ELECTRICAL
POWER PLAN -
2ND FLOOR
10/24/17
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 1/8" = 1'-0"
E1.3
ELECTRICAL
POWER PLAN -
ROOF
10/24/17
UP
UP
UP
DNDN
1
1
4
4
5
5
6
6
3
4.1
1.1 1.2
0.1
0.1
C
C
E E
F
H H
J J
B
G G
A A
GARAGE
G01
ELEV. EQUIP
G14
BOILER ROOM
G09
EAST STAIR
ES0
C .1 C .1
MECH
G02
CLUB STORAGE
G13
TECH ENTRANCE
G03
EHU
G16
EHU STUDIO -
TYPE A UNIT
G15
OFFICE
G07
CLUB STORAGE
G08
MECH /
JANITOR
G05
LOCKERS
G06
WEST STAIR
WS0
ELEV
VEST
G10
ELEV. EQ.
G11
WATER ENTRY
G12
EL. VEST
237
EL. MA.
238
TECH SHOP
G04
B.3
2
SCALE:
ELECTRICAL LIGHTING PLAN - GARAGE 1
E2.0 1/8" = 1'-0"
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 1/8" = 1'-0"
E2.0
ELECTRICAL
LIGHTING PLAN
GARAGE
10/24/17
UP
UPUP
DN
UP
DN
UP
UP
DN
DN
1
1
4
4
5
5
6
63
4.1
1.1 1.2
0.1
0.1
C C
E E
F
H H
J J
B
G G
A
C .1
C .1
CENTRAL
STAIR
CS1
WEST STAIR
WS1
BREEZEWAY
101
EAST STAIR
ES1
ALPINE COACHES
WORK STATIONS
102
RR
128
MECH.
150
ELEV. VEST.
152
STORAGE
134
ELECTRICAL
151
ACROBATICS
WORK
137
TRASH/RECYLCING
154
VENUE EQUIP.
132
SNOWBOARD /
BOOT STORAGE
131
TUNING
130
RR
129
GATE SERVICE
119
TECH FITTING
AND DROP-OFF
121
ALPINE STORAGE
124
TECH SERVICE
CARTS
120
BOOT / SKI
STORAGE
125
ALPINE TUNING
126
HALL
127
RR
135
RR
136
WMNS ACRO
LOCKERS
148
MENS ACRO
LOCKERS
145
MECH.
122
JAN.
123
B.3
MENS ALPINE
LOCKERS
111
WMNS ALPINE
LOCKERS
114
BREEZEWAY
101
2
D D
ALPINE DIRECTOR
OFFICE
103
CONF
104
CONF.
105
OFFICE
106
OFFICE
107
CONF.
108
ATHLETIC
DIR.OFFICE
109
SNOWBOARD
OFFICE
138
CONF.
139
F.ST./F.SK.
OFFICE
140
FREE SKI/STYLE
DIR. OFFICE
142
F.ST./F.SK.
OFFICE
141
SCALE:
ELECTRICAL LIGHTING PLAN - 1ST FLOOR1
E2.1 1/8" = 1'-0"
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 1/8" = 1'-0"
E2.1
ELECTRICAL
LIGHTING PLAN
1ST FLOOR
10/24/17
REF. REF.REF. REF.
1
1
4
4
5
5
6
6
3
4.1
1.1 1.2
0.1
0.1
C C
E E
F
H H
J J
B
G G
A
CLUB ROOM
207
BOARD ROOM
202
WEST STAIR
WS2
C .1
C .1
CONF.
218
TREATMENT
204
MECH
209
CONF.
226 DEV. MNGR.
OFFICE
227
FINANCE OFFICE
219
G.M. OFFICE
220
BOOK KEEPER
OFFICE
221
TRAVEL OFFICE
222
STOR/MECH
206
GYM
203
KITCHEN
205
KITCH.
216
RECEPTION HALL
201
RR
212
RR
213
MEETING
215
ADMIS. OFFICE
217
EXEC. OFFICE
225
EXEC. ASSIST.
OFFICE
228
OPERATIONS
MANAGER
229
COACH LOUNGE
223
ADMIN AND
WORKSPACES
214
EVENT STOR
234
STORAGE
211
RR
224
EVENTS
230
COMPETITION
OFFICE
231
RACE INFO DESK
233
STORAGE
208
MECH
232
JAN
210
B.3
PATIO STAIR
EAST
236
CLUB TERRACE
239
2
D
SCALE:
ELECTRICAL LIGHTING PLAN - 2ND FLOOR1
E2.1 1/8" = 1'-0"
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 1/8" = 1'-0"
E2.2
ELECTRICAL
LIGHTING PLAN
- 2ND FLOOR
10/24/17
SCALE:
ELECTRICAL ONE-LINE DIAGRAM1
E4.0 NTS
SCALE:
ELECTRICAL ELEVATOR RISER DIAGRAM2
E4.0 NTSSCALE:
LIFT STATION GENERATOR DIAGRAM 3
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 NONE
E4.0
ELECTRICAL
ONE-LINE
DIAGRAM
10/24/17
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 NONE
E5.0
ELECTRICAL
SCHEDULES
10/24/17
CUBICLES
NORTH
SCALE:
DIGITAL SWITCH DETAIL 3
E400 N/A
CHELSEA TYPE DIGITAL SWITCH
SCALE:
LIGHTING CONTROL SCHEMATIC 1
E400 N/A
SCALE:
WALL STATION BUTTON LABELS 2
E400 N/A
ALL
ON/OFF
ACRO
OFFICE
DOWN
LIGHTS
ALL
ON/OFF
LINEARS DAYLIGHT
LINEARS
RECEPT
PENDANT SPARE
RECEPTHALLWAY
ALPINE
OFFICE
PENDANTS DAYLIGHT
PENDANTS
DAYLIGHT
DOWNS
GYM
DAYLIGHT
GYM ALL
ON/OFF
SPARE SPARE
SOUTH
HALL
HALL
WALLWASH
ADMIN/
WORK
SPARE SPARE
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 NONE
E6.0
ELECTRICAL
SCHEDULES
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NON-COMMERCIAL LIGHT DUTY KITCHEN NOTES
PER SKI AND SNOWBOARD CLUB VAIL OWNERSHIP, THE KITCHEN WILL BE USED INFREQUENTLY FOR PRIVATE
NON-COMMERCIAL, LIGHT DUTY USE. TYPICAL FOODS TO BE SERVED TO THE SKIERS WILL BE PASTA AND
SOUPS. FOR THE INFREQUENT LARGER GATHERING, FOOD WILL BE COOKED OFF SITE (CATERED) AND ONLY
REHEATED IN THE KITCHEN AS NEEDED. THE OWNERSHIP HAS INDICATED THE KITCHEN WILL NOT BE USED TO
COOK FOODS THAT PRODUCE GREASE AND/OR SMOKE. THE TYPE II HOOD WILL BE SUFFICIENT TO CAPTURE
HEAT AND MOISTURE. THE ONLY COOKING APPLIANCE IN THE KITCHEN WILL BE A 30" WIDE ELECTRIC
INDUCTION RANGE.
FOR THE SAME REASONS STATED ABOVE, A GREASE INTERCEPTOR IS ALSO NOT REQUIRED AS THE
OWNERSHIP HAS INDICATED THAT THE USE OF THE KITCHEN WILL NOT PRODUCE GREASE-LADEN WASTE.
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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
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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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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.
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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
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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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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
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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 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. ,QVXODWH WUDQVIHU GXFWV ZLWK ´ WKLFN 3&) JODVV ILEHU GXFW OLQHU 2ZHQV &RUQLQJ $HURIOH[ RU HTXLYDOHQW
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
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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. Ductwork serving Type II exhaust hoods shall be constructed of stainless steel or aluminum. All joints and seams shall be sealed
water tight and air tight with mastic. Ductwork system shall slope not less than one-fourth unit vertical in 12 units horizontal toward
the hood.
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
10/24/17
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.
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temperature is above this setting.
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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.
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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.
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# ) 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. Upon a call for heating from temperature sensor TS-6 DW :+ VHW DW ) DGM 3 ZDWHU KHDWHU SXPS VKDOO VWDUW DQG %%
boilers shall be enabled.
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.
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then 2-way modulating control valve shall modulate to maintain Discharge Air Temperature (DAT) setpoint as measured by
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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).
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GDPSHU 02'D DQG UHWXUQ DLU GDPSHU 02'E VKDOO IXOO\ PRGXODWH WR PDLQWDLQ GLVFKDUJH DLU WHPSHUDWXUH RI ) DGM
g. KITCHEN MAKE-UP AIR: FC-1 blower shall be interlocked with KEF-1. Whenever KEF-1 is running, FC-1 blower shall start and
outside air damper MOD-5a shall be set to "DCV Ventilation" position (450 CFM). Discharge Air Tempering shall be enabled.
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.
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then 2-way modulating control valve shall modulate to maintain Discharge Air Temperature (DAT) setpoint as measured by
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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).
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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).
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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
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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
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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 shall run whenever there is a call for heat from TS-6 temperature sensor.
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pump is for standby operation for the case that the other pump fails. Pumps shall be rotated for equal run times. Grundfos Magna pump
is equipped with an integrated variable frequency converter to automatically vary pump speed based on flow demand. Set pump to
³3URSRUWLRQDO 3UHVVXUH´ PRGH 3XPS ZLOO UXQ HYHQ ZKHQ WKHUH DUH QR ]RQH YDOYHV FDOOLQJ 7KLV LV 2. EHFDXVH WKH SXPS ZLOO VORZ
down to a very slow speed and very little electrical energy will be used. Pump alarm contacts shall be wired to an external alarm.
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 line voltage on/off switch integral to KEH-1 kitchen exhaust hood. Refer to "FC-1
Fan Coil" sequence for make-up air information.
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. DELETED FROM PROJECT, NOT REQUIRED BY 2015 CODES.
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 Lift Station
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
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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
10/24/17
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
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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.
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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.
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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.
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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
10/24/17
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.
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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.
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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.
10/24/17
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.
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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.
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10
7. APPENDICES
10/24/17
APPENDIX A
MAPS
1. VICINITY MAP
2. FLOOD INSURANCE RATE MAP (FIRM #08037C0468D)
10/24/17
SITE LOCATION
10/24/17
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
10/24/17
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
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COMPOSITE_C-VALUES
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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
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10/24/17
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
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10/24/17
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
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10/24/17
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
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10/24/17
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
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10/24/17
PROJECT:
JOB NO: 01/14/00
DATE: 01/05/15
DESIGN AREA % Q5 Q100
POINT (ACRES) IMP. (CFS) (CFS)
EX1 1 0.44 22.5% 0.31 0.60 0.34 1.43
EX2 2 0.74 42.7% 0.47 0.69 0.89 2.85
1.18 35.2% 0.41 0.66 1.23 4.28
SSCV
SITE COMPOSITE
BASIN
RUNOFF SUMMARY
C5 C100
RUNOFF_SUMMARY
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10/24/17
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
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10/24/17
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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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
10/24/17
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
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H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Proposed-FDR.xlsm
10/24/17
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
10/24/17
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
10/24/17
PROJECT:
JOB NO: 01/14/00
DATE: 01/05/15
DESIGN AREA % Q5 Q100
POINT (ACRES) IMP. (CFS) (CFS)
PR1 1 0.52 49.1% 0.52 0.73 0.68 2.09
PR2 2 0.44 30.8% 0.38 0.64 0.42 1.56
PR3 DETAINED 0.23 90.0% 0.75 0.83 0.44 1.07
1.18 50.3% 0.51 0.72 1.55 4.72
SSCV
SITE COMPOSITE
BASIN
RUNOFF SUMMARY
C5 C100
RUNOFF_SUMMARY
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H:\14.0498-SKI & SNOWBOARD CLUB VAIL\ENG\DRAINAGE\Rational - Proposed-FDR.xlsm
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
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)
10/24/17
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
10/24/17
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
10/24/17
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
10/24/17
APPENDIX F
DRAINAGE PLANS
10/24/17
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
10/24/17
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
10/24/17
clarify size water
main for fire
protection
10/24/17
10/24/17
10/24/17
10/24/17
10/24/17
10/24/17
10/24/17
10/24/17
10/24/17
10/24/17
10/24/17