A hollow structural section wind girt connects to a structural steel floor beam framing at Level 2. An HSS stub matching the wind girt size is welded to a square plate bearing against the support beam. An additional plate aligns with the bottom of the HSS member, secured with typical fillet welds.
LEVEL 2 1 5/16 TYP BM PER PLAN PL 0'-9" PL 9x0'-9" PER PLAN PL 9x0'-9", ALIGN W/ BOT OF HSS HSS STUB TO MATCH WIND GIRT HSS WIND GIRT PER PLAN
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