A wide-flange beam connects to a wide-flange column flange and a gusset using ASTM A572-50 shear plates of thickness per schedule and ASTM A490-N bolts of one and one-eighth inch diameter. Pad plates of ASTM A572-50 are provided on the opposite side as specified in the schedule. A single piece shim plate is provided as required to align the gusset and beam centerlines, with the shim welded to the beam. Welds are specified by symbol and schedule references for three and four sides.
CL COL WF BEAM SEE PLAN CL COL SHEAR PL A572-50 THICKNESS PER SCHED "Tp" CL OF BM CL OF BM GUSSET WF BEAM SEE PLAN SHEAR PL A572-50 THICKNESS PER SCHED "Tp" 1 1/8" DIA A490-N BOLTS SEE SCHEDULE B 3 SIDES SEE SCHED 6" 3" 2" L OF BEAM MATCH "T" DIM 1 1/2" 3" SPCG 1 1/2" 1 1/8" DIA A490-N BOLTS SEE SCHEDULE OF BEAM MATCH "T" DIM 1 1/2" 3" SPCG 1 1/2" B 3 SIDES SEE SCHED C 4 SIDES SEE SCHED L 2" 3" 6" 8" B CONNECTION AT GUSSET A CONNECTION AT COLUMN FLANGE PAD PL A572-50 ON OPP SIDE, SEE SCHED PAD PL A572-50 ON OPP SIDE, SEE SCHED PROVIDE SINGLE PIECE SHIM PLATE AS REQD TO ALIGN GUSSET AND BEAM CENTERLINES. WELD SHIM TO BEAM.
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