A concrete slab is detailed with a four-inch recess per manufacturer requirements, supported across multiple steel beams sized per plan. Continuous L6x6x5/16 angles are welded to the structural members with three-sixteenth-inch fillet welds spaced at twelve inches on center. The perimeter of the recess includes two number four reinforcing bars, accompanied by number three Z-bars spaced at twelve inches on center. Bottom of deck elevations are established per plan.
MFR 4" PER GRID BM PER PLAN SLAB AND RST PER PLAN L6X6X5/16 CONT 3/16 2-12 3/16 2-12 7" PER PLAN 7" 1' - 0" 3' - 2" 3' - 0" 3' - 2" 1' - 0" #3 ZBAR @ 12" OC BOD EL PER PLAN 116' - 2 1/2" LD, TYP (2)#4 AT PERIMETER OF RECESS, TYP
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