The drawing details steel framing connections featuring a beam-to-girder shear tab connection and a beam-to-column web connection with corresponding connection schedules. The beam-to-girder connection utilizes W24 beams framing into W18 beams secured with ten three-quarter-inch diameter A325X bolts, a one-half-inch thick plate, and three-quarter-inch full-depth top and bottom stiffener plates welded per schedule. The beam-to-column web connection details W18 beams framing into a W-column with ten seven-eighth-inch diameter A325X bolts, a five-eighth-inch thick required plate, and specific dimensional set-outs for bolt spacing and edge distances. Associated schedules provide specific locations, connecting members, bolt quantities and sizes, plate thickness 't', dimension 'a', and weld sizes.
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