A structural connection features a steel beam bearing at an HSS5x5x3/16 column with continuous bent plates welded to the top and bottom of the beam flanges. A steel joist frames into the assembly, supported by the steel beam sized per plan and braced with members spaced at six feet on center. Cold-formed metal framing consists of six-inch by eighteen-gauge studs spaced at sixteen inches on center with a continuous top track. The assembly integrates with an exterior finish and a metal roof deck as specified in the architectural drawings, utilizing three-sixteenth-inch and quarter-inch fillet welds for structural connections.
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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