A wide-flange column and gusset plate connection bear onto a reinforced concrete wall and pilaster, secured by six one-and-a-half-inch diameter F1554 Grade 105 anchor rods with plate washers. Three sets of number four ties spaced at three inches on center reinforce the concrete corbel where masonry veneer occurs. A wide-flange beam connects to the concrete pilaster adjacent to a concrete fill over metal deck slab. A buckling restrained brace frames into the gusset plate and connection provided by the brace manufacturer.
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