The roof deck per plan bears on a continuous 3/8-inch by 6-inch plate supported by a continuous 3/8-inch by 1-foot plate with anchor rods per schedule embedded into the concrete masonry unit wall. A continuous 1/4-inch stiffener plate is provided at 2 feet on center beneath the bearing plate. Above the masonry wall, a structural steel girt receives a wall panel and a slip joint per architectural drawings.
RF DK PER PLAN WALL PANEL PER ARCH DWG A-351 - A-353 GIRT PER EL BOND BM TYP CMU WALL PER PLAN CONT PL3/8X0'-6" CONT STIF PL1/4 AT 2'-0" OC CONT PL3/8X1'-0" W/ PI AHR PER SCHED 8" SSJ PER ARCH DWG A-441 - A-444
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