Wide-flange beams frame into opposing sides of a hollow structural section column using bolted shear tabs detailed per the structural schedule. A bearing plate sits atop the column supporting the roof deck assembly, welded with quarter-inch typical fillet welds. An internal stabilizer plate is provided within the column web space per typical detail references. The roof deck size and attachment are specified in the structural schedule.
HSS COLUMN - SEE PLAN ROOF DECK - SEE SCHEDULE FOR SIZE AND ATTACHMENT W BEAM - SEE PLAN SEE TYP. SCHEDULE FOR BEAM CONNECTION SEE TYP. DETAIL FOR STABILIZER PLATE INFO. 1/4 TYP. BEARING PLATE PER TYP. DETAIL
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