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TYPICAL DETAILS<br />
SECTION 13 - JOIST DETAIL AT COLUMN (FLANGE) CEILING EXTENSION<br />
8<br />
T + 1/4”<br />
TOP OF BEARING<br />
2 1/2”<br />
3 1/2” MIN. TYP. FOR 4”<br />
4”<br />
9/16” x 1 1/4” SLOTS @ 4” C/C (<strong>HA</strong>MBRO<br />
13/16” HOLES @ 4” C/C (BRACKET)<br />
® SHOE)<br />
CEILING EXTENSION<br />
STEEL COLUMN TO CONSULTING<br />
ENGINEER SPECIFICATIONS<br />
T + 1/4” = SLAB THICKNESS + SHOE THICKNESS<br />
SECTION 14 - JOIST DETAIL AT COLUMN (WEB) CEILING EXTENSION<br />
T + 1/4”<br />
TOP OF BEARING<br />
2 1/2”<br />
1”<br />
1”<br />
3 1/2” MIN. TYP. FOR 4”<br />
4”<br />
STEEL COLUMN TO CONSULTING<br />
ENGINEER SPECIFICATIONS<br />
WELDED WIRE MESH<br />
9/16” x 1 1/4” SLOTS @ 4” C/C (<strong>HA</strong>MBRO<br />
13/16” HOLES @ 4” C/C (BRACKET)<br />
® SHOE)<br />
CEILING EXTENSION<br />
WELDED WIRE MESH<br />
T + 1/4” = SLAB THICKNESS + SHOE THICKNESS<br />
SLAB<br />
T<br />
NOMINAL<br />
JOIST DEPTH<br />
SLAB<br />
T<br />
NOMINAL<br />
JOIST DEPTH
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