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Fire-Resistant Assemblies - USG Corporation

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B<br />

14 1 ⁄4"<br />

Floor/Ceilings<br />

Steel Framed<br />

3 Hour <strong>Fire</strong>-Rated Construction Steel Bar Joist Framing Acoustical Performance Reference<br />

Construction Detail Description Test Number STC Test Number Index<br />

clg. wt. 3, clg. wt. 4 • 5/8" Sheetrock <strong>Fire</strong>code C Core gypsum panels<br />

– metal furring channel 24" o.c.<br />

– joints finished<br />

UL Des G512 B-36<br />

16"<br />

– 2-1/2" concrete on corrugated steel deck<br />

or riblath<br />

– steel bar joists, 24" o.c.<br />

• optional veneer plaster<br />

211 clg. wt. 3 • <strong>USG</strong> DGL Drywall Suspension System<br />

• 1/2" or 5/8" Sheetrock <strong>Fire</strong>code C Core<br />

gypsum panels<br />

– joints finished<br />

⁄4"<br />

– 3-1/4" concrete on riblath or corrugated<br />

steel deck<br />

– steel bar joists, 24" o.c.<br />

clg. wt. 4 – 3/4" cold rolled channel furred or suspended<br />

– 3.4 lb diamond mesh metal lath<br />

– 7/8" neat wood fiber gypsum plaster<br />

– 2-1/2" concrete on riblath or 28 gauge<br />

14"<br />

corrugated steel deck<br />

– steel bar joist<br />

clg. wt. 4 • Alternate based on 5/8" 1:2-1:3 red top<br />

gypsum plaster-vermiculite or 7/8" red top<br />

wood fiber plaster neat<br />

15 3 4 Hour <strong>Fire</strong>-Rated Construction<br />

clg. wt. 5 – 3/4" cold rolled channel furred or suspended<br />

• 7/8" 1:2-1:3 red top gypsum plastervermiculite<br />

– 3/8" riblath metal lath<br />

⁄8"<br />

– 2-1/2" concrete on riblath<br />

– steel bar joists, 24" o.c.<br />

31 <strong>USG</strong> <strong>Fire</strong>-<strong>Resistant</strong> <strong>Assemblies</strong><br />

UL Des G529 B-37<br />

BMS-92 B-38<br />

GA-FC-3140 B-39<br />

BMS-92 B-43

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