A hollow structural section girt spans horizontally above a concrete masonry unit wall, supported by a bent plate anchored to the masonry per notes. A W8x24 girt bracket frames into a structural column, connected via a half-inch thick plate measuring 8 by 9 inches with two rows of two three-quarter-inch diameter A490 slip-critical oversized bolts spaced at 4 inches on center each way. Typical half-inch stiffener plates are welded to the connection with three-sixteenth-inch fillet welds on three sides. Wall panels are supported outboard per architectural drawings.
22 PL1/2X8X0'-9" W/ (2) ROWS OF (2) 3/4" DIA A490-SC OVS BOLTS AT 4" OC EW STIF PL1/2 TYP 2'-10" HSS GIRT PER EL CMU WALL PER PLAN COL PER SCHED NF NSFC 6 3/16 6 BENT PL PER NOTE 1 8" 8" 2" W8X24 GIRT BRACKET VENEER PER ARCH DWG A-351 - A-353 3/16 6 3 SIDES 4" 3/16 WALL PANEL PER ARCH DWG A-351 - A-353
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