A concrete slab on metal deck bears on a structural steel beam, with metal deck closure and glazing detailed above. A cold-formed steel deflection track consisting of a 600T250-68 profile with nested 600S250-68 studs is secured with number eight screws at twelve inches on center typically, and powder-actuated fasteners at sixteen inches on center. An L3x3x3/8 angle connects to the steel beam with welds sized per detail 5 on sheet S5.05. The steel beam connects to the column per detail 14 on sheet S5.03.
GLAZING PER ARCH. MTL DECK - WELD PER CLOSURE BY DECK MFR CONC. SLAB ON MTL DECK STL BM - CONN. TO COL. PER 1 S5.31 L3x3x3/8 - WELD PER 5 S5.05 C.F.S. DEFELCTION TRACK 14 S5.03 C.F.S. WALL STL BM - CONN. TO COL. PER 14 S5.03 600T250-68 W/ NESTED 600S250-68 #8 SCREW @ 12" O.C. - TYP. P.A.F. @ 16" O.C.
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