Fire-Resistant Assemblies - USG Corporation
Fire-Resistant Assemblies - USG Corporation
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