An HSS5x5x3/16 structural steel column connects to a steel beam sized per plan with a one-quarter-inch continuous bent plate at the top and bottom of the beam featuring a five-inch vertical leg. A steel joist sized per plan frames into the assembly and is braced by HSS members spaced at six feet on center between outlookers. Cold-formed metal framing consists of six-inch 18-gauge metal studs at sixteen inches on center typically, framed with a six-inch 16-gauge continuous top track. A metal roof deck bears on the structural framing, and exterior finishes are coordinated per architectural drawings.
190381_S522-04 1/4"xCONT BENT PLATE TOP AND BOTTOM OF BEAM (5" VERTICAL LEG) METAL ROOF DECK STEEL BEAM, SEE PLAN METAL ROOF DECK 3/16 3/16 1/4 EXTERIOR FINISH, SEE ARCH 6"x18GA (600S162-43) METAL STUDS AT 16" O.C. TYPICAL AT STUDS AT STEEL JOIST 6"x16GA (600T125-43) x CONT TOP TRACK TOP OF WINDOW BRACE PER 8/S511 AT 6'-0" O.C. STEEL JOIST, SEE PLAN BRACE PER 8/S511 AT 6'-0" O.C. BETWEEN OUTLOOKERS 3-12 3-12 (3/16) (3/16) HSS5x5x3/16 12A S511 11 S511 12C S511 10 S521 SEE ARCH 1"
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