A reentrant corner features a hollow structural section column sized per plan and a joist aligned with the centerline of the panel. A three-inch minimum seismic gap separates the structural elements. Panel chord reinforcement laps with the slab reinforcement as indicated per plan. A five-sixteenths-inch fillet weld connects the embedded steel components.
LAP W/ PANEL CHORD REINF HSS COL PER PLAN JOIST PER PLAN, ALIGN W/ CL OF PANEL PER PLAN SEISMIC GAP 3" MIN 12 S5.83 8 S5.83 5/16
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