The drawing illustrates a structural section of a concrete curb interfacing with a concrete-filled metal deck slab over steel framing. Key components include a 1/4-inch bent plate, #4 welded dowels, reinforcing bars, a structural steel beam, and a stiffener plate welded to the beam web. The curb assembly ties into the floor slab level with specific architectural and structural references.
8" PER ARCH'L LEVEL - 2 (3) #4 #4 WELDED DOWELS PER 2A / S0.3.2 SLAB REINF. PER CONC. OVER METAL DECK AND REINF. PER PLAN / 2 S0.3.1 PLAN PER SMF BEAM PER PLAN L2 PER / 11 S0.3.1 BEAM PER PLAN (CENTERED AT CONC CURB) ROOFING AND INSULATION PER ARCH'L 3/8" STIFF PLATE PL 3/8"x4"x0'8" #4 @ 12" 1/4" BENT PLATE CONC CURB PER ARCH'L SLAB PLANS PER S0.3.2 2A / SLAB PLAN PER ARCH'L S0.2.1 1 2'-4" J 8" PER ARCH'L LEVEL - 2 (3) #4 #4 WELDED DOWELS PER 2A / S0.3.2 SLAB REINF. PER CONC. OVER METAL DECK AND REINF. PER PLAN / 2 S0.3.1 PLAN PER SMF BEAM PER PLAN L2 PER / 11 S0.3.1 BEAM PER PLAN (CENTERED AT CONC CURB) ROOFING AND INSULATION PER ARCH'L 3/8" STIFF PLATE PL 3/8"x4"x0'8" #4 @ 12" 1/4" BENT PLATE CONC CURB PER ARCH'L SLAB PLANS PER S0.3.2 2A / SLAB PLAN PER ARCH'L S0.2.1 1 2'-4" J
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