The canopy assembly consists of HSS 6x6x5/16 members spaced at a maximum of 5 feet 10 inches on center, welded to an EP-10 embed plate cast into the concrete tilt-up wall. A continuous 6x6x1/4 hollow structural section runs along the full perimeter of the canopy. One and one-half inch deep, 22-gauge wide-ribbed galvanized metal roof deck spans between the HSS members and is secured with continuous 3x3x1/4 angles. Cold-formed framing is fastened to the HSS using stiff clips, or alternatively, vertical C4x4.5 channels are provided at 48-inch spacing and welded to the top of the HSS for framing support. The top of steel elevation is determined per the architectural drawings.
T.O.S. = PER ARCH. EMBED PL. EP-10 PER PLATE KEY CONT. L3X3X1/4 (TYP.) PER ARCH. 1 1/2" 22 GA. WIDE RIBBED GALVANIZED METAL ROOF DECK HSS6X6X5/16 @ 5'-10" MAX SPA. TYP. FASTEN COLD FORMED FRAMING TO HSS WITH STIFF CLIPS OR PROVIDE VERT. C4X4.5 @ 48" SPA. WELDED TO THE TOP OF THE HSS FOR SUPPORT OF FRAMING (TYP. ALL CONDITIONS)
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