A hollow structural section column is positioned adjacent to the edge of an existing concrete over metal deck floor slab. Typical wide-flange beams sized per plan frame into the connection with one-half inch shear tabs. A one-half inch typical clearance is maintained at the structural steel framing intersections.
12-3 12-A (E) WF BM PER PLAN, TYP 1 1/2" 1 1/2" EDGE OF (E) CONC OVER METAL DECK FLOOR HSS COL PER PLAN E8 100.SF.741 1/2" TYP 1/2" SHEAR TAB 1/2" SHEAR TAB
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