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Vail Ski Tech
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At 71W Lifthow Lodge ' i��� , Scale
555 E. Liowhesd Circle „ 1t Tiii l /W1999
Window Notes
Vail Ski Tech
1 .) All windows on drawings shall be supplied by
2 . ) Windows are fixed unless otherwise indicated. Refer to exterior elevations for
direction of swings .
3 . ) All windows are wood interior, clad exterior.
4 .) All windows shall be insulating glass .
5 . ) Tempered glass to be supplied as required by all codes and reviewing authorities .
And additionally as called for on window schedule.
6.) All glazing to be specified for the altitude of the building, high altitude if
applicable.
7 .) Provide egress hardware as required by all codes and reviewing authorities .
8 . ) All operable windows to be supplied with screens .
9.) Supply nailing fins as per details.
10.) Exterior frame color to be as selected by owner.
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Vail Ski Tech Gate° A n ArchiteM P C
f P..O.O. Box 383 D 1 7
At The Lifthouse Lodge Vail, CO 81658 Scale = 1'-p'
555 E. Lionshead Circle 970 476-8181 9 / 30 /1999
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Fire GA SKETCH AND DESIGN DATA
Rating File
No. ASSEMBLY DESCRIPTION
Gypsum Wallboard
Base layer 112" gypsum wallboard or veneer base tied to column
CM 1100 with 18 gage wire 15" o.c. Face layer 1/2" gypsum wallboard or
veneer base applied with laminating compound over entire con-
tact surface. Fire Test: NBS 303, 7-3.52
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Metal Lath, Gypsum Plaster
CM 1300 1&' 1 :3 gypsum-sand plaster applied to 3.4 lb. metal lath
wrapped and wire tied to 1OWF49 column with 18 gage wire 611
Fire Test: BMS 92/40, 10-7-42
Gypsum Wallboard
Base layer 1h" type X gypsum wallboard or veneer base against
flanges and across web openings 10WF49 column fastened to ,
151a" metal studs with 1 " Type S drywall screws 24" o.c. at cor-
CM 2010 ners. Face layers 1/2" type X gypsum wallboard or veneer base
screw-attached to studs with 1 " Type S drywall screws 12" ox, to
provide a cavity between boards on the flange. Face layers Fire Test: UL R1319-80, 5-27-65
across theweb opening laid flat across the base layer and screw Design X518
attached with 15/a" Type S drywall screws 12" o.c. Metal corner ULC Design X518
beads nailed to outer layerwith 4d nails 1 %11 long, 0.067" shank,
13/x4" heads, 12" o.c.
Gypsum Wallboard
Three layers of 5/e" type X gypsum wallboard or veneer base
around 10WF49 column with first andsecond layers nailed with
131x" long ring shank nails as required for support. 1/2" X0.015"
2 CM 2020 metal strapping 30" o.c. around second layer beginning 18
from each end of column. Face layer attached to 11/4" x 11/41125
HR gage steel angles held on corners by metal strapping. Drywall Fire Test: UL R1319-33, 11-3-60
corner bead applied each corner with 1 " Type S drywall screws Design X516
spaced 12" o.c. at each corner.
Metal Studs, Gypsum Wallboard
One layer 112" type X gypsum wallboard or veneer base attached
CM 2110 to 15/8" steel studs with 1 " Type S drywall screws 12" o.c. Studs
located at each corner of heavy steel 14WF22B column. 11/4" Fire Test: UL R3501.58, 10-10-67
metal corner bead crimp attached at 6" intervals. Design X520
ULC Design X520
Metal Studs, Gypsum Wallboard
Two layers of 5!a" type X gypsum wallboard or veneer base, screw
attached to 1%" metal studs located at each corner of 10WF49
CM 2120 columns with 1 " Type S screws 2411 o.c. for base layer and 151611
Type S drywall screws 12" o.c. forface layer. 1 114" metal beads at Fire Test: UL R2717-341 5-15-64
corners attached with 6d coated nails 13/4" long, 0.0915" shank, Design X517
1/4" heads, 12" o.c. ULC Design Z503
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- - - - n,- PROVED Date Received
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BUILDING PLAN ,
O Community Development OCT 01 1999 J
Department
i1 Building Safety & InspeotCOens �y
Tan Of 'Vail
AZ �` TOWN OF PAIL
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Section 106.4.3, Uniform Building Code, Validity of Permit. The issusnca CE COP
or granting of a permit or approval of plans, specifications and computations
shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction
permits presuming to give authority to violate or cancel the provisions of this
code or other ordinances of the jurisdiction shall not be valid.
The issuance of a permit based on plans, specifications and other data shall
not prevent the building official from thereafter requiring the btulodinf . Z
errors in said plans, specifications and other data, or from prMating g
- ndcr ; den in violation of this code Or of a�
operations being carried on . ,.
any other ordinan s f O
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