Six-inch cold-formed steel studs at sixteen inches on center support exterior sheathing and metal panels per architectural drawings. A one-inch minimum vertical slip connection per the cold-formed steel designer ties the framing to the structural slab edge. The concrete slab on metal deck bears on a structural steel beam with a shear tab connection sized per plan, reinforced with four number five bars.
1' - 2" SLAB ED PER S-506 BM PER PLAN METAL PANEL PER ARCH DWGS 6" CFS STUDS @ 16" OC, TYP SHEATHING PER ARCH DWGS 1" MIN VERT SLIP CONN PER CFS DESIGNER SLAB PER PLAN (4) #5 PER PLAN
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