An eight-inch by eight-inch hollow structural section girt connects to a structural steel column using a girt bracket sized per structural drawing S-560 and a coped profile for the bolted connection. A four-inch bent plate anchored per note one fastens to the masonry wall below. Wall panels and veneer mount per the architectural drawings.
CMU WALL PER PLAN WALL PANEL PER ARCH DWG A-351 - A-353 GIRT BRACKET PER S-560 GRID 2" 2'-10" VENEER PER ARCH DWG A-351 - A-353 4" COL PER SCHED 6 3/16 6 BENT PL PER NOTE 1 8" 8" HSS GIRT PER EL COPE AS REQD FOR BOLT CONN
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