A typical stud wall framing detail connects to a steel beam with a continuous 16-gauge plate and anchors per schedule. A deflection track accommodates vertical movement at the non-structural wall panel below, while dimensioned clearances govern plate placement. A 1/8-inch fillet weld secures components where specified.
GL BM PER PLAN DEFLECTION TRACK NON-STRUCTURAL WALL PANEL BY OTHERS FOR INFORMATION NOT NOTED SEE 1 S5.4 TRACK W/ ANCHOR PER SCHED STUD WALL, TYP 'x' WHERE 'x' <1Ï", OMIT £ 'x' SHALL NOT EXCEED 6" CONT 16ga £ Ï" MIN É
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