A cold-formed steel beam, specified as T300-54 typically, connects adjacent to a concrete slab with a maximum one-half-inch typical gap. The connection utilizes four powder-actuated fasteners with three-quarter-inch concrete embedment at top and bottom. A cross-section detail shows the fastener layout and edge distances.
MAX, TYP 1/2" GAP CFS BEAM PER PLAN CONC SLAB WHERE OCCURS PER PLAN SECTION T/SLAB PER PLAN 2" (4) PAF W/ 3/4" CONC EMBEDMENT 3/32 1-12 3/32 1-12 T&B SECTION TYP 2" TYP 1 1/2" TYP 3" AT CONC SLAB AT CFS BEAM T300-54, TYP
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