Hollow structural section wind girts span horizontally to support screen wall framing and connections provided by the framing supplier, with finish materials coordinated per architectural drawings. The structural steel beam supports a concrete over metal floor deck adjacent to a metal roof deck, maintaining a two-foot minimum gap. A bolted framing connection ties the steel beam assembly together.
SEE ARCH DWGS FOR FINISH MTL ROOF DECK TYP S301 4 B/STL SEE ARCH DWGS GRID SCREEN WALL FRAMING AND CONN BY FRAMING SUPPLIER T/STL SEE ARCH DWGS S702 5 CONC OVER MTL FLR DECK 2'-0" MIN GAP SEE RACH STL BM, TYP 5'-0" MAX 1'-6" MAX 1'-3 3/4" HSS WIND GIRT
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