Plans[Page Too Large for OCR Processing]
[Page Too Large for OCR Processing]
(2_ 570 5 kit C09 8UP2OO(p-- a054 -5
WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE'
BILE O. WP 1200 I I GENERIC I
WALLBOARD, STEEL STUDS 1 1 HOUR 40 to 4 STC
FIRE -
O ne layer 5 /e" type X gypsum wallboatd: g p m - veneg`se applied parallel or at right I
angles to each side of 3 steel studs 2'# .c. with 1" Ty•eS drywall screws 8" o.c. at
vertical joints and 12" o.c. at floor and ceiling - rat hers and intermediat`tuds.
Joints staggered 24" on opposite sides. (NLB) �__
\ , -- Thic ess: 4
\� Limiting fight: Refer to Section IV
. Approx. Wei • 6 psf
� ' a Test: '' WP-45, 6- 19 -68;
ma OSU T -1770, 8 -61;
ULC 79T484, 79T500,
791497, 8- 12 -81,
ULC Design W415
Sound Test: NGC 23852&7 0
GA FILE NO. WP 1201 • I I PROPRIETARY t I 1 HOUR ' . 40 to 44 STC
FIRE : SOUND
GYPSUM WALLBOARD, STEEL STUDS
One layer 5 /e" proprietary type X gypsum wallboard or gypsum veneer base applied parallel I I , • '
or at right angles to each side of 2 20 gage steel studs 16° o.c. with 1 type S
drywall screws 8" o.c. at vertical edges and 12° o.c. at intermediate studs.
Joints staggered 16" on opposite sides. (NLB) •
PROPRIETARY GYPSUM BOARD Thickness: 3
National Gypsum Company - 5 /e" Hi-ImpactTM Brand FIRE- SHIELDe Limiting Height: Refer to Section IV
Gypsum Wallboard
Approx. Weight: 6 psf
Fire Test: WHI 651 - 0489.01, 3 -11 -94 &
4 -15 -94
' Sound Test: NGC 2501, 6 -17 -75
GA FILE NO. WP 1204 I I • . GENERIC . I 1 HOUR 40 to 44 STC
•
FIRE . SOUND
GYPSUM WALLBOARD, STEEL STUDS •
Base layer 1 /2" type X gy. - . •• wallboard or gypsum veneer base applied parallel to each
side of 3 20 gage steel studs • • . with 1 /e" Type S -12 drywall screws 12" o.c.
Face layer 1 /2" type X gypsum wallboard or • ' : - m veneer base applied parallel to each
side with 1 Type S -12 drywall screws 12" o.c. • : attached to each side of floor
and ceiling runners by welding or with 1 /2" Type S -12 pan h- - : crews.
Joints staggered 24° each layer and side. - --
Bracing: Lateral bracing spaced not over 40" o.c. shall be 1" : . 8 gage ste= traps
• attached to each side or channel bracing attached • - -c stud with a clip angle. •r Thickness: 5
studs with holes or punch -outs in the web to -, •• factor shall be determined by means Limiting Height: Subject to design
• of stub column tests. Tested at 108 • : ent of design load. (Passed 90 minute fire test.)= 'Prox. Weight: 9 psf
• (LOAD - BEARING - Fir= -st: UL NC 505 -1, 7- 29 -82,
UL Design U425
Sound Test: - :e WP 1615
(NG - e - -•.
GA FILE NO. WP 1206 I I - .' GENERIC 1 HOUR • • 40 to 44 STC
UM WALLBOARD, STEEL STUDS FIRE S UND .
One layer 5 /e" type X gypsum wallboa psum veneer base applied parallel to each
side of 3 20 gage steel studs 24° o.c. wit a S -12 drywall screws 12" o.c. Studs
attached to each side of floor and ceiling runners by w • or with 1 /2" Type S -12 n in
head screws. � \
Joints staggered 24" on opposite sides.
Bracing: Lateral bracing spaced not over 40" o.c. shall be 1" by 18 • - • : - 'Steel slra
attached to each side or channel bracing attached to each st • a clip angle. For \Thickness: 4
I ) studs with holes or punch -outs in the web the "Q" facto. - be determined by means Lim ' . Height: Subject to design
of stub column tests. Tested at 100 percent of • - :' • load. (LOAD - BEARING) Approx. " ht: 6 psf
Fire Test: UL NC 505 -2, 7- 29 -82,
esign U425
Sound Test: See
- - - (NGC 2385, 7-2r717*-
GA- 600 -2003 t Contact the manufacturer for more detailed information on proprietary products. 35