A continuous five-sixteenths-inch bent plate with half-inch diameter by six-inch headed studs at eighteen inches on center anchors the concrete slab transition. A continuous L4x4x5/16 angle connects to the supporting steel beam with a three-sixteenths-inch fillet weld at each beam. Number five hooked reinforcing bars at eighteen inches on center are detailed with two continuous number five bars and an 180-degree hook spanning three feet zero inches.
SEE PLAN 5/16" BENT PL CONT W/ 1/2"Ø x 6" HEADED STUD @ 18"OC L4x4x5/16 CONT #5 HOOKED BAR @ 18" OC W/ (2) #5 CONT, THUS: 180° HOOK 3'-0". SEE PLAN TSE TDE SEE PLAN 3/16 3-24 3/16 4 AT EA BM
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