A continuous three-eighths-inch bent plate welded with three-sixteenths-inch fillet welds spans between the structural framing and cold-formed steel studs spaced at sixteen inches on center. The assembly coordinates the structural steel beam per plan, the metal roof deck per plan, and the slab edge alignment per sheet S-506. Metal panels coordinate externally with the structural layout, maintaining specified elevations for the bottom of deck.
D 6" CFS STUDS @ 16" OC, TYP METAL PANEL PER ARCH DWGS CONT BENT PL3/8 3/16 3/16 TYP 1' - 2" BOD EL 116' - 2 1/2" SLAB ED PER S-506 BOD EL 114' - 5 1/2" 1/2" 4" BM PER PLAN RF DK PER PLAN BM PER PLAN
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