A two-and-a-half-inch concrete topping slab rests on a cross-laminated timber deck below a standing seam roof assembly. The edge of the cross-laminated timber deck aligns adjacent to a hollow structural section beam. Finished floor elevations are noted at thirty-four feet and thirty-three feet nine and one-half inches.
4' - 6" NO 2-1/2" CONC. TOPPING SLAB ON CLT DECK & BELOW STANDING SEAM ROOF ASSEMBLY EDGE OF CLT DECK BELOW, ADJACENT TO HSS BEAM, S.S.D. 6' - 2" F.F. 34'-0" (CLT) 33'-9 1/2" A.F.F.
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