HomeMy WebLinkAbout212 Myrtle Ave 22050 Interior remodelE
Fire Sound
I -'-"sting Rating
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No.
W-0 1125
DETAILED DESCRIPTION
Construction Type: Gypsum Wallboard, Metal Studs
Base layer 1/2 " type X gypsum wallboard or veneer base applied
parallel to each side of 31/2" 20 gage steel studs 24" o.c. and
attached to studs and runner track with 1" type S-12 drywall
screws 12" o.c. Face layer 1/2" type X gypsum wallboard or
veneer base applied parallel to each side of studs and attached
to studs and runner track with 1%" type S-12 drywall screws
12" o.c. Stagger joints 24" o.c. each layer and side. Studs at-
tached to each side of top and bottom track with 1/2" type S-12
pan head screws, or welded.
Bracing: Lateral bracing shall be as described by assembly WP
1206. Tested at 100 percent of design load. (LOAD -BEARING)
Passed 90 minute fire test.)
Construction Type: Gypsum Wallboard, Metal StudsXYOnelayer5/e" type X gypsum wallboard or veneer base applied
at right angles or parallel to each side of Q5/e" metal studs 24"
WP 1200 o.c. with 1" type S drywall screws 8" o.c. to vertical edges and
12" o.c. to top and bottom runners and intermediate studs. Stag-
ger all vertical and horizontal joints 24" o``c. each side and op-
posite sides. (NLB)
Construction Type: Gypsum Wallboard, Metal Studs
One layer 5/s" type X gypsum wallboard or veneer base applied
40 parallel to each side of 31/2" 20 gage steel studs 24" o.c. and
1 attached to studs and runner track with 1" type S-12 drywall
H R
t0 screws 12" o.c. Stagger joints 24" o.c. each side. Studs attached
44 to each side of top and bottom track with 1/2" type S-12 pan head
WP 1206 screws, or welded.
Bracing: Lateral bracing spaced not over 40" o.c. shall be with
1 " by 18 gage steel straps attached to each side or with chan-
nel bracing attached to each stud with a clip angle. For studs
which contain holes or punch -outs in the web the "O" factor
shall be determined by means of stub column tests. Tested at
100 percent of design load. (LOAD -BEARING)
Construction Type: Gypsum Wallboard, Metal Studs
Base layer 3/e" regular gypsum wallboard or veneer base ap-
plied parallel to each side of 15/8" metal studs 24" o.c. with 1 '
type S drywall screws 27" o.c. to edges and 54" o.c. to in-
WP 1230 termediate studs. Face layer 1/2" regular gypsum wallboard or
veneer base attached on each side parallel to studs with 1%"
type S drywall screws 12" o.c. to perimeter and 24" o.c. to in-
termediate studs. Stagger joints 24" o.c. each layer and side.
N,LB)
Co truction Type: Gypsum Veneer Base, Veneer Plaster,
Metal Studstolayer1/2" type X gypsum veneer base applied parallel or
WP 1240
at right angles to each side of 21/2" metal studs 24" o.c. with
1" type S drywall screws 8" o.c. to edges or ends and 12" o.c.
to intermediate studs. Omit screws in top nd bottom runners.
Stagger joints 24" o.c. each side. 1/16" g sum veneer plaster
applied over both sides. Sound tested with 3" glass fiber in stud
space and with studs 16" cot;. (NLB)
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SKETCH AND DESIGN DATA
Fire I Sound
Thickness: 51/2"
Limiting Height: Subject to design
Approx. Weight: 9 psf
Fire Test: UL NC 505-1, Design U 425,
7-29-82
Sound Test: Est. Based on WP 1615
Thickness: 47/8"
Limiting Height: 17'3"
Approx. Weight: 6 psf
Fire Test: FM WP-45, 6-19-68
OSU T-1770, 8/61
Sound Test: NGC 2385, 7-28-70
Thickness: 43/4"
Limiting Height: Subject to design
Approx. Weight: 6 psf
Fire Test: UL NC 505-2, Design U 425,
7-29-82
Sound Test: Est. Based on WP 1200
Thickness: 3%"
Limiting Height: 12'0"
Approx. Weight: 8 psf
Fire Test: UC, 11-17-64
Sound Test: KG 141, 8-14-64
Thickness: 3%"
Limiting Height: 14'8"
Approx. Weight: 5 psf
Fire Test: UC, 8-5-63; UC, 11-1-63;
UC, 5-31-66
Sound Test: G & H NG-269FT, 12-20-65
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