A structural steel beam is embedded in a formed grout pocket at a masonry or concrete wall. The pocket is filled with three thousand psi high-strength non-shrink grout. Three three-quarter-inch diameter by six-inch headed studs are centered on a base plate measuring one-half inch by twelve inches by six inches at eight-inch walls, or one-half inch by twelve inches by eight inches at ten-inch concrete masonry unit walls unless noted otherwise. Two five-eighth-inch by five-inch headed studs are provided on each side of the web within the pocket.
GROUT POCKET W/ 3,000 PSI HIGH STRENGTH NON-SHRINK GROUT Wx PER PLAN (3) 3/4"øx6" HEADED STUDS CENTERED ON PL (2) 5/8"x5" HEADED STUDS EA SIDE, TYP POCKET PER 5/S5.01 EQ EQ EQ 1/2"x12"x6" PL AT 8" WALL, 1/2"x12"x8" PL AT 10" CMU WALL. TYP UNO IN SPECIFIC DETAILS
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