Structural connection for channel glass supports spanning between concrete slabs and hollow structural section posts. An angle size L3x3 connects via a five-eighths inch diameter bolt at each end of the angle to an L5x3 angle and a three-quarter-inch plate. The assembly anchors to concrete slabs and beams sized per plan, with a maximum vertical span of thirteen feet. Additional information is referenced in detail two on sheet S9.05, and concrete reinforcement is omitted for clarity.
T.O.C T.O.C S.A.D. 13' - 0" MAX. CONC. SLAB PER PLAN C5 NOTE 1 PL 3/4" L5x3 NOTE 1 L3x3 PER PLAN W/ (1) 5/8" ⌀ BOLT E/E OF L3x3 HSS POST PER PLAN CONC. SLAB/BM. PER PLAN S9.04 21 S9.04 24 T.O.C NOTES: 1. SEE DETAIL 2/S9.05 FOR ADDITIONAL INFORMATION NOT SHOWN. 2. COORDINATE CHANNEL GLASS SUPPORT GEOMETRY AND PLAN LOCATION WITH ARCHITECTURAL AND INTERIORS DRAWINGS BEFORE FABRICATION. 3. CONCRETE REINFORCEMENT NOT SHOWN FOR CLARITY. T.O.C CONC. SLAB PER PLAN C5, TYP. NOTE 1 PL 3/4", TYP. NOTE 1 L5x3, TYP. NOTE 1 L3x3, TYP. PER PLAN HSS POST PER PLAN CONC. SLAB/BM. PER PLAN S.A.D. 13' - 0" MAX. S9.04 21 S9.04 24 S9.05 N.T.S. 3 SECTION AT CHANNEL GLASS SUPPORT
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