This structural connection details a wide-flange column anchored by a base plate with an adjoining buckling-restrained brace framed into a gusset plate made from ASTM A572 Grade 50 steel. The base plate is extended to match the gusset plate geometry, maintaining a two-inch clearance to the concrete slab as proportioned by the buckling-restrained braced frame supplier. Shear tie plates connect at the base, and a shear embed plate is provided by others with loads coordinated per sheet S-002. The assembly coordinates with the brace supplier for proper alignment at the work point, incorporating specific height and length dimensions referenced in the project schedules.
CL COL WP SHEAR EMBED PLATE BY OTHERS. SEE LOADS ON SHEET S-002. WF COLUMN GUSSET PL A572-50 FOR THICKNESS SEE SCHED EXTEND BASE PL TO MATCH GUSSET PL BASE PL CL COL BRB, SEE ELEV COORD W/ BRB SUPPLIER A A SEE SCHED B B SEE SCHED B TYPICAL GUSSET AT BASE PLATE 2" CLR 'L' SEE SCHEDULE 2"2" BRBF SUPPLIER SHALL PROPORTION GUSSET LENGTH SUCH THAT ADEQUATE CLEARANCE IS PROVIDED TO THE CONCRETE SLAB . SHEAR TIE PLATES, SEE DETAIL SHEAR TIE PLATES, SEE DETAIL SEE SCHED 'H1' / A7 S-512 / A7 S-512
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