A canopy beam frames into a hollow structural section post via a bolted connection with a plate thickness plus one-eighth inch per sheet 5/S501. The connection utilizes quarter-inch fillet welds on three sides as specified. Dimensions locate the face of the cladding six inches maximum from the post centerline with a two-inch offset. The top of steel is positioned per plan.
T/STL PER PLAN 1/4 1/4 3 SIDES FACE OF CLADDING PER ARCH 6" MAX PER ARCH 2" HSS POST PER PLAN CANOPY BEAM PER PLAN TYPICAL BOLTED CONNECTION PER WITH PL THICKNESS + 1/8" 5/S501
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