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GA -600-2012 FIRE RESISTANCE
FLOOF-CEILING SYSTEMS, WOOD FRAMED
GA FILE NO. FC 5600 GENERIC 1+1. HOUR
W000 JOISTS, GYPSUM WALLBOARD, FIRE
GLASS FIBER INSULATION
Base layer s/e" type X gypsum wallboard or gypsum veneer base applied at right angles to
rigid funing channels 16" o.c. with 1"Type S drywall screws 12" o.c. Gypsum board end
joints located midway between continuous channels and attached to additional pieces
o1 channel 60" long with 1" Type S drywall screws 8" o.c. Rigid fuming channels applied
at right angles to 2 x 10 mod joists 16" o.c. with 6d wrier or box nails, iris" long, 0.092'
diameter shank, s/f heads, or it/a" Type S drywall screws, two perjoisl. Face layer s/e•
type X gypsum wallboard or gypsum veneer base applied at right angles to furring
channels with it/e" Type S drywall screws 8" o.c. at end joints and 12" o.c. at Approx. Ceiling
Intermediate channels. Edge joints staggered 18" minimum from base layer edge joints; Weigh: 5 Psf
end joints staggered 8" min. from base layer end joints. Wood joists supporting s/e" Fire Test: UL R4024-15, 8-31-B4,
interior plywood with exterior glue subficor and 192' lightweight concrete reinforced with UL Design L532
galvanized hexagonal wire mesh over film or fell or 1" sanded gypsum floor
untledayment. 31W R-11 unPaoed glass fiber insulation, 0.6 pd, supported against
subflow by wire rode 12" o.c. Akemately, insulation may be 31/2" faced glass fiber
insulation stapled in place against subficor.
GA FILE NO. GOD JOISTS, MEITAL LATH, GYPSUM PLASTER FIRE
13/4 HOUR
FIRE
s/e" 1:2-1:3 gypsum -vermiculite plaster applied over 3.4 lb. metal lath applied to 2 x 10 wood
joists i6" o.c. with barbed roofing nails, 1112 long, 0.120" shank, rlsi heads 5" o.c. Wood
joists supporting 1" nominal T 8 G wood subfloor and 1" nominal wood finish floor.
Approx. Ceiling
Weight: 4 psf
Fire Test: NBS 272,12-15-50
GA FILE NO. FC 5710 1 1 PROPRIETARY- 2 HOUR
IRE
F
WOOD FLOOR, WOOD JOISTS, GYPSUM WALLBOARD,
RESILIENT CHANNELS
Base layer s/a, proprietary type X gypsum wallboard applied at right angles to 2 x 10 wood!
joists i6" o.c. with 8d48 ment crated nails, 2+h" long, 0.113 shank, is/ss" heads, 7" o.c.
Resilient channel 24" b.c. applied at right angles to wood framing through base layer
with 17h" long screws. pouble channel installed at face layer end joints. Face layer s/s"
proprietary type X gypsum wallboard applied at right angles to resilient furting channels _
with I- Type S screws 12" o.c. Wood joists supporting +s/es" plywood subfioor and ss/es"
plywood finish floor applied at right angles to joists with joints staggered. Consult
gypsum board manufacturer for other flooring options. Approx. Ceiling
PROPRIETARY GYPSUM BOARD Weight: 6 psf
Fire Test UL g - 7-2t-87,
American Gypsum Company LLC - s/s" FimE loc® Type C UL DDesi L5111
gn L
Design
CertainTeed Gypsum Inc.. - s/e" CerlainTeadO Type C Gypsum Board
Georgia Pacific Gypsum LLC - sh" ToughRocks Fireguard CS
Gypsum Board
Lafarge North America Inc. - 1W Firech.M Type
National Gypsum Company - 'A" Gold BondS Brand FIRE -SHIELD CTM
Gypsum Board
PASCO Gypsum - s/s"FLAME CURBSSuper'C—
Temple4nland - s/e"TG-C
United States Gypsum Company - s/e" SHEETROCKO Brand FIRECODES C
Core Gypsum Panels
202 GA -600-2012 FIRE RESISTANCE DESIGN N
C®Ll1NIN, NONCOMBUSTIBLE
GA FILE NO. CM 1852 GENERIC 1 HOUR
FIRE
GYPSUM WALLBOARD, STEEL COLUMN COVER
Base layer s/s" type X gypsum wallboard applied around TS8x8x0.250 tube steel column
and held in place with paper masking tape. Second layer either 24 ga galvanized steel Ell
column cover consisting of two L-shaped sections with snap -lock sheet steel joints or 22li
ga galvanized steel column covers consisting of two L-shaped sections with lap joints
fastened with No. 8x+/2" sheet metal screws 12" D.C. Face layer 5/8" type X gypsum
wallboard applied to column cover with 1"Type S drywall screws 8" D.C. spaced 1"from
vertical edges. Metal cornerbead applied to all corners with 1" Type S drywall screws
12" D.C. in each flange.
Horizontal joints staggered 24" between layers.
a
GYPSUM WALLBOARD, STEEL STUDS
Base layer s/s" type X gypsum wallboard applied to 15/8" steel studs located at each corner
of TS8x8x0.250 tube steel column with 1" Type S drywall screws 24" D.C. Face layer 5/8"
type X gypsum wallboard applied to studs with 13/4" Type S drywall screws 12" D.C. Metal
cornerbead, 11/2" flanges, applied with 1" Type S drywall screws 12" o.c. in each flange.
Joint compound 1/16" thick applied over cornerbead.
Horizontal joints staggered 24" between layers
GA FILE NO. CM 2010 I I GENERIC
GYPSUM WALLBOARD
Base layer 1/2" type X gypsum wallboard or gypsum veneer base applied to flanges and
across web openings of W10x49 column and fastened to 15/8" steel studs with 1" Type S
drywall screws 24" D.C. Face foyers 1/2" type X gypsum wallboard or gypsum veneer
base applied to studs over flanges with 1" Type S drywall screws 12" D.C. to provide a
cavity between boards on the flange. Face layers across the web opening laid flat
across the base layer and attached to studs with 15/a" Type S drywall screws 12" D.C.
Metal cornerbead applied with 4d nails, 13/811 long, 0.067" shank, +3/54" heads, 12" D.C. in
each flange.
Fire Test: Based on UL NC505-(1-6),
71NK2639, 12-23-75;
UL NC505, 77NK1518;
UL Design X526
Fire Test:
Based on UL NC505,
77NK1747, 6-13-77;
UL Design X528
Fire Test: UL R1319-80, 5-27-65,
UL Design X518;
ULC Design X518
FIRE RESISTANCE DESIGN MANUAL
GA FILE NO. BM 1137 1 EEL FRAME, GYPSUM WALLBOARDPRIETARI" I
e layer 1/2" proprietary type X gypsum wallboard applied to beam cage with 1" Type S-12
Irywall screws 12" o.c. Face layer 1/2" proprietary type X gypsum wallboard applied to
,earn cage with 15/8" Type S-12 drywall screws 12" o.c. Joints offset from base layer
cage fabricated from 24 ga r/s" x 13/s" steel angles screw attached to steel joists at
im top flange and 25 ga 21/2" steel runners hooked over beam lower flange and
porting 15/8" steel studs 24" o.c. Minimum beam size W8x15. (One hour
restrained beam.)
PROPRIETARY GYPSUM BOARD
i Gypsum Company LLC - 1/2" FireBlocO Type C
eed Gypsum Inc. - 1/2" CertainTeed@ Type C Gypsum Board
Pacific Gypsum LLC - 1/2" ToughRock@ Fireguard CO
North America Inc.
Gypsum Company
States Gypsum Company
Gypsum Board
1/2" Firecheck0 Type C
1/2" Gold Bond@ Brand FIRE -SHIELD CT^
Gypsum Board
1/2" FLAME CURB@ Super'C'T'"
1/2" TG -C
1h" SHEETROCKO Brand FIRECODE@ C
Core Gypsum Panels
GA FILE NO. BM 2120 I I GENERIC
STEEL FRAME, GYPSUM WALLBOARD
layer 518" type X gypsum wallboard or gypsum veneer base applied to beam cage with
14" Type S drywall screws 16" o.c. Face layer 5/e" type X gypsum wallboard or gypsum
neer base applied to beam cage with 13/4" Type S drywall screws 8" o.c.
1 cage fabricated from horizontally installed steel angles (25 ga steel having 1" and 2"
Is) located not less than 1/2" from beam flanges. 1" legs of the upper angles secured
steel deck units with 1/2" Type S pan head screws 12" o.c. "U" shaped brackets formed
25 ga "U" shaped steel channels (111/18" wide with 1" legs) 24" o.c. suspended from
per angles with 1/2" Type S pan head screws and supported P' x 2" angles at lower
roars attached to brackets with 1/2" Type S pan head screws. Outside corners of
psum board protected by 0.020" thick metal cornerbeads crimped or nailed. Minimum
yam size W8x24. (Two hour restrained or unrestrained beam.)
GA FILE NO. BM 2130
GENERIC
STEEL FRAME, GYPSUM WALLBOARD
layer 5/8" type X gypsum wallboard or gypsum veneer base applied to beam cage with
4" Type S drywall screws 16" o.c. Face layer 5/8" type X gypsum wallboard or gypsum
leer base applied to beam cage with 13/" Type S drywall screws 8" o.c.
cage fabricated from horizontally installed "U" shaped steel channels (25 ga steel
/18" wide with 1" legs) located not less than 1/2" from beam flanges. Upper channels
:ured to steel deck units with 1/2" Type S pan head screws 12" o.c. "U" shaped
ickets formed of steel channels 24" o.c. suspended from the upper channels with 1/2"
3e S pan head screws and supported steel channels installed at lower comers of
ickets. Outside corners of gypsum board protected by 0.020" thick metal cornerbeads
nped or mailed. Minimum beam size W8x24. (Two hour restrained or unrestrained
219
Fire Test: UL R1319-133, 7-16-75;
Based on UL R3660-7 & -8,
11-12-87;
UL Design L524
Fire Test: UL R4024-5, 9-14-66,
UL Design N501;
ULC Design 0501
Fire Test: UL R4024-5, 9-14-66;
UL Design N502;
ULC Design 0502
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