A wide flange column connects to a wide flange beam using a three-quarter inch by twelve-inch by one foot eight-inch base plate secured with four seven-eighths-inch diameter A325X bolts. Three-quarter inch stiffener plates are positioned on each side of the framing beam and offset as required. Five-sixteenths-inch fillet welds secure the connection assembly as specified.
W BEAM, SEE PLAN STIFFENER PL 3/4" EACH SIDE STIFFENER PLATE AT INFRAING BEAM OFFSET AS REQUIRED SEE PLAN BASE PL 3/4"x12"x1'-8" w/ 4-7/8"ø A325X BOLTS W COLUMN, SEE PLAN & SCHEDULE 3/4d 'd' k COLUMN TO BEAM CONN TYP 5/16 TYP 5/16 SEE PLAN C L 6" 6"
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