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TYPICAL DETAILS<br />
SECTION 17 - BOLTED JOIST AT BEAM<br />
10<br />
13/16” x 1 1/4” SLOTS @ 4” C/C<br />
(<strong>HA</strong>MBRO ® SHOE)<br />
13/16” HOLES @ 4” C/C<br />
(BRACKET)<br />
CEILING EXTENSION<br />
T + 1/4”<br />
CEILING EXTENSION<br />
STEEL BEAM TO CONSULTING<br />
ENGINEER SPECIFICATIONS<br />
T + 1/4” = SLAB THICKNESS + SHOE THICKNESS<br />
STIFFENER PL<br />
WELDED WIRE MESH<br />
SECTION 18 - EXPANSION JOINT DETAIL AT INTERMEDIATE FLOORS (AT STEEL BEAM)<br />
T + 1/4”<br />
3/16”<br />
3/16”<br />
1 1/2”<br />
1 1/2”<br />
FIBRE BOARD 1/2”<br />
DO NOT WELD,<br />
2 LAYERS OF ROOFING PAPER<br />
WELDED WIRE MESH<br />
ANGLE AS<br />
REQUIRED SEE<br />
CONSULTING ENGINEER<br />
CEILING EXTENSION CEILING EXTENSION<br />
STEEL BEAM TO CONSULTING<br />
ENGINEER SPECIFICATIONS<br />
T + 1/4” = SLAB THICKNESS + SHOE THICKNESS<br />
SLAB<br />
T<br />
NOMINAL<br />
JOIST DEPTH<br />
NOMINAL<br />
JOIST DEPTH SLAB<br />
T
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