An hollow structural section wind post spans between wide flange beams, supported below a steel roof deck. The wind post is flanked by L203x102x10 structural angles with long legs vertical left unwelded to the hollow structural section column, and connected using L76x76x7.9 angles. The steel roof deck is sized per plan above the wide flange beams. Explicit notes require leaving connections unwelded to the hollow structural section column.
L76x76x7.9, DO NOT WELD TO HSS COLUMN HSS WIND POST, SEE PLAN L203x102x10 (LLV), DO NOT WELD TO HSS COLUMN STL ROOF DECK, SEE PLAN W BEAM, SEE PLAN 3 S-MB-5.21
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