An incoming wide-flange beam frames into an HSS7x5 column via a three-bolt single-plate shear connection with a one-inch clearance, while an HSS6x2 guide member runs vertically alongside with a half-inch cap plate at the bottom track elevation of plus twenty-three feet two and a half inches. A framing connection features an end plate welded with a quarter-inch fillet weld to the beam web and a double-sided five-eighths-inch plate connection secured to an HSS6x2x3/8 member with three-quarter-inch A325 erection bolts, maintaining a one-and-a-quarter-inch offset from a continuous slot and one-inch clearance at the edge of the concrete slab.
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