Metal deck closure at a hollow structural section or wide flange column per the floor framing plan. Angles sized L3x3x1/4 are provided as required to support the deck. Deck closure to the column web is installed per the deck manufacturer's instructions with a typical one-half-inch clearance. Supplementary reinforcement consisting of number four top bars is placed on each side with hooked ends as required, maintaining a six-inch minimum dimension.
1'-6" MIN, TYP 6" ADD #4 TOP EA SIDE, HOOK END AS REQD HSS OR WF COL PER PLAN FLOOR FRAMING L3x3x1/4 AS REQD TO SUPPORT DECK DECK CLOSURE TO COL WEB PER DECK MFR EA END 1/2" TYP 1/2" TYP
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