A hollow structural section column per schedule supports a truss per plan, capped with a one-half-inch plate welded with a five-sixteenth-inch fillet weld on three sides. A roof deck per plan bears on the assembly, located two feet ten inches from the girt line. A bent plate per S-507 ties into an HSS 4x4x1/4 member and a girt per elevation, adjacent to a wall panel per architectural drawings. A special single plate beam connection type A joins a beam per plan to the structural framing.
A (GIRT LINE) 2'-10" RF DK PER PLAN ED-1 5/16 3 SIDES TO FLUSH HSS CAP PL1/2 COL PER SCHED TRUSS PER PLAN HSS4X4X1/4 BM PER PLAN BENT PL PER S-505 WALL PANEL PER ARCH DWG A-351 - A-353 S-507 GIRT PER EL (1/8) SPECIAL SINGLE PL BM CONN TYPE A
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