An HSS12x8x1/2 wind girt spans between structural steel columns, framing in with L6x6x1/2 top and bottom connection angles sized per detail 8/S5.01. Three-eighths inch stiffener plates are welded to the column webs on three sides at the girt locations. Columns are sized per structural framing plans.
A C A 12 PLAN SECTION A HSS12x8x1/2 WIND GIRT L6x6X1/2 T&B SEE SIM 8/S5.01 COLUMN SEE PLAN 3/8" STIFF PL TYP 3-SIDES
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