Text on the drawing
SEE SCHEDULE & NOTE 1 MILL PLATE MILL COLUMN PROJECTION 3 1/2" 2 3/4" GROUT CJP (DEMAND CRITICAL) COL WEB TO BASE PL BRBF ELEVATION FRAME COLUMN PER TOP OF FOOTING BRACE PER BRBF ELEVATION SEE DETAILS ON FOR CONN TO PL PROVIDE SHIM STACK OR LEVELING NUTS OR EQUIV AS REQD t WP UPLIFT PL PER SCHED, TYP Le CL GUSSET PL CONNECTION PER COREBRACE. SEE 26/ DOUBLER t =WHERE REQ'D PER 2/ (DISCONTINUE DOUBLER PL AT GUSSET PL, WHERE OCCURS) STIFF PL WHERE REQ'D PER SCHEDULE ON 2/ . ASTM A706 GRADE 60 WELDED REBAR PER SCHED AND BRBF ELEVATIONS BOTTOM OF BRACED FRAME FOOTING FOOTING REBAR PER * PL WASHER PER SCHED W/ STD HOLE PL TYPICAL DOUBLER PL TO COLUMN MIN k col CL COL WEB DOUBLER PL COL FLG MIN GROOVE ANGLE 10° MIN 10° A A 7'-0" MIN CJP (DEMAND CRITICAL) DOUBLER PL TO BASE PL GUSSET PL TO BASE PL PER SCHEDULE ON 2/ 4" 3" 3" 3" 3" MIN 7 7 TYP, SEE SECTION X-X TIES PER BASE PL SECTIONS & SCHEDULE, TYP CJP (DEMAND CRITICAL) COL FLANGE TO BASE PL, TYP GUSSET PL TO COL FLANGE /WEB PER SCHEDULE ON 2/ DOUBLER PL TO COL WEB PER SCHEDULE ON 2/ (TYP) (TYP) 5/8 (1/4) 5/8 (1/4) 1'-0" MIN, 1'-6" MAX X X OPTION: CONTRACTOR TO PROVIDE MECHANICAL COUPLERS PER "REINFORCING STEEL" NOTE # 5 ON . S5.4.2 S5.4.2 S5.4.2 S5.4.1 S5.4.2 S5.4.1 S5.4.2 / 1 S3.0.1
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