A concrete fill over metal deck slab bears on a wide flange beam sized per plan, with typical reinforcement not shown and deck orientation varying. The slab edge is defined per detail 15 on sheet S6.0. The wide flange beam connects to a sixteen gauge Dietrich OTSC double track system below using two number twelve sheet metal screws or two 0.145-inch diameter shot pins on the wide flange beam gauge, unless otherwise noted in details. A one-half-inch gap is maintained between the OTSC doubletrack tracks. The top stud assembly uses 5/8-inch diameter Hilti KH-EZ concrete screw anchors spaced at thirty-two inches on center maximum with three and one-quarter inches minimum embedment, centered on the wall studs as shown. Finishes are as indicated per architectural drawings, and typical stud and track assemblies follow detail 1 on sheet S8.0.
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