A hollow structural section canopy member connects to a half-inch by eight-inch by one-foot-two-inch steel plate embedded in a precast concrete panel. The plate is secured with four number six bent anchors at the top and bottom with full penetration welds. Wire mesh is tack-welded to the steel and the void is filled with non-shrink grout after welding. A quarter-inch typical fillet weld joins the hollow structural section to the plate.
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