The drawing shows reinforcement bars welded to a steel gusset plate and a base plate in a structural connection. Specific notes detail the welding requirements for the rebar, including welding the first four bars to the base plate and alternating welds on each side of the gusset plate. Dimensional callouts indicate spacing requirements and the relationship to the top of the grade beam.
Text on the drawing
4" 3" 3" BASE PL WELD FIRST (4) BARS TO BASE PL WELD NEXT BARS TO GUSSET PL, FROM LOW TO HIGH, ALTERNATE EA SIDE TOP OF GRADE BEAM GUSSET PL WELDED REBAR NOTES: 1. SEE BRBF ELEVATIONS SHOWING X REFERRING TO REQUIRED NUMBER OF #10 WELDED REBAR AT EACH BRBF COLUMN BASE. 2. WHERE WELDED REBAR LENGTH OVERLAPPING WITH GUSSET PL IS LONGER THAN REQD WELD LENGTH, PROVIDE WELD ALONG ENTIRE LENGTH TO WITHIN 3/4" OF END OF REBAR X - X 3" 3" 3" MIN TYP 4" TYP 4"
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