A hollow structural section wind girt frames the screen wall assembly, which is supported by a structural steel beam carrying a concrete slab over a metal floor deck. The screen wall framing and connections are provided by the steel supplier, with finish materials coordinated per the architectural drawings. A minimum gap of two feet is maintained between the roof deck and the screen wall framing, and structural elevations are referenced to the architectural drawings.
SEE ARCH DWGS FOR FINISH MTL ROOF DECK TYP S301 4 B/STL SEE ARCH DWGS GRID SCREEN WALL FRAMING AND CONN BY STL SUPPLIER T/STL SEE ARCH DWGS S702 5 CONC OVER MTL FLR DECK 2'-0" MIN GAP SEE RACH STL BM, TYP HSS WIND GIRT, TYP SEE ARCH 7'-0" MAX
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