Cold-formed steel stud framing utilizes 600S137-43 studs spaced at twenty-four inches on center with 600T200-68 top tracks and 600T150-43 bottom tracks attached to the concrete slab using two powder-actuated fasteners at six inches on center. Hollow structural section columns are positioned per plan and anchored with an embedded plate measuring three-eighths by six by nine inches welded to two half-inch diameter by four-inch welded headed studs. Cold-formed steel studs connect to the hollow structural section columns using two powder-actuated fasteners at twelve inches on center with two inches from each end on each side. Wall ends align with additional studs secured with number ten screws typical.
6'-0" MAX EMBED PL3/8x6x0'-9" W/ (2) 1/2"Ø x4" WHS ATTACH STUD TO HSS W/ (2) PAF @ 12"OC & 2" FROM EA END, TYP EA SIDE HSS PER PLAN 600T200-68 END OF WALL WHERE OCCURS PER ARCH 600T150-43 ATTACH TO CONC W/ (2) PAF @ 6"OC 600S137-43 @ 24"OC ALIGN ADDL STUD W/ END OF WALL POST #10 SCREWS TYP SECTION C L POST C L
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