An existing wide-flange column connects to wide-flange beams sized per plan, utilizing welded shear tabs with multiple rows of bolts and five-sixteenths inch fillet welds. A seating angle secured with four one-inch diameter A325 bolts supports the beam on one side where no column exists at similar conditions. Perpendicular framing is omitted for clarity, and additional information is referenced on sheets S7.03 and S7.04.
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