An HSS6x6x1/4 hollow structural section post extends upward from a concrete over metal deck floor system, stabilized by an inclined HSS brace welded with a quarter-inch fillet weld. Typical drift stiffener clips are provided by the supplier at the top and base connections. The assembly ties into a steel beam infill framing configuration with stiffener plates detailed per the general structural notes. Exterior skin alignment and maximum height parameters are coordinated with architectural drawings.
SEE ARCH 14'-6" MAX EQ EQ 1'-6" 5'-0" EXTERIOR SKIN, SEE ARCH 2/3 HEIGHT DRIFT. STIFF CLIP PER SUPPLIER, TYP SEE ARCH DRIFT. STIFF CLIP PER SUPPLIER, TYP BENT PL SEE (D3/S601) SEE ARCH STL BM STIFF PL, SEE GSN CONC OVER MTL DECK STL BM INFILL STL BM W/ ARCH 1'-6" VERIFY B4 S703 HSS BRACE B3 S703 HSS6x6x1/4 B5 S703 1/4 HSS BRACE TO HSS POST HSS TO HSS S301 A1
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