A wide-flange beam frames into the column space, featuring a one-inch structural gap with a deck closure plate. Slab support angles and bent plates tie the concrete slab edge to the structural framing. Deformed bar anchors are cast into the slab on a typical six-inch spacing.
C WF COLUMN L 16 S6.02 6" TYP. WF OR HSS COLUMN REF. PLAN CLOSURE GAP W/ DECK CLOSURE PLATE 1" GAP BENT PLATE REF. 16/S6.02 SLAB SUPPORT ANGLES, REF. 13/S6.02 WF BEAM REF. PLAN, TYP. DEFORMED BAR ANCHOR REF. 13/S6.02, TYP. PKG-2
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