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11-532-0121/2" EXP, JOINT REMARKS 12" x 22" MARK SIZE VERT. REINF. STEEL COLUMN TIES REMARKS EXISTING WALL 8°`x12`° 4#5 #3 �B" TCl 8"x22" BEYOND #3 @8" TC2 8 "x16" (4)#3 "U" BARS #3 @8" TC3 SEE DETAIL BELOW 4#7 (2 E,WAY) CONC. SLAB SEE DETAIL BELOW 7#6 #3 @8® +o'-O 3'-0' x 3'-0" x 12" • WAY 4'-6" x 4'-6" x 12" T,O.S, & BOTT) EA. WAY 2'-0" x 4* -6' x 16" 6 -u 5 HOOKED BARS (TOP fr 3 # 5 HOOKED BARS (TOP & BOTT) (SHORT WAY & BOTT) (LONG WAY) ECCENTRIC FOOT�NG COMPACTED FILL ENCASE COL. 9N _7 CONIC, BELOW DATE JOB NAME "6" MIN, COVERAGE SLAB PLATE (SEE SCHEDULE) BASE �l" MIN. GROUT, NON-SHRINKING ggl­, -2' -5 T.O.F. EXISTING FOOTING BEYOND -FOOTING (SEE SCHEDULE FOR SIZE & REINFORCING) 3" CL (4) 3/40 A325 ANCHOR BOLTS WITH 12" MIN, EMBEDMENT INTO CONIC, FOOTING SECTION SCALE: 314" = l'-O* S ®3 i, #5 CONTINUOUS BARS 4,> CONC, SLAB ON WELL COMPACTED FILL EL. SEE PLAN EXISTING CONC, SLAB (FIELD VERIFY) re OR, 821:131 0, SIZE CONCRETE COLUMN SCBEDULE REMARKS 12" x 22" MARK SIZE VERT. REINF. TIES REMARKS TO 8°`x12`° 4#5 #3 �B" TCl 8"x22" 4#6 #3 @8" TC2 8 "x16" 4#6 #3 @8" TC3 SEE DETAIL BELOW 4#7 #3 98" TC4 SEE DETAIL BELOW 7#6 #3 @8® re OR, 821:131 0, SIZE REINFORCING REMARKS 12" x 22" 2#5 CONTINUOUS THICKENED EDGE SEE DETAIL 6/S-3 2#5 CONTINUOUS 16" x 12" 2 #5 BOTT, CONT. 3'-0' x 3'-0" x 12" 3 # 5 (TOP & BOTT) EA. WAY 4'-6" x 4'-6" x 12" 6 # 5 HOOKED BARS (TOP & BOTT) EA. WAY 2'-0" x 4* -6' x 16" 6 -u 5 HOOKED BARS (TOP fr 3 # 5 HOOKED BARS (TOP & BOTT) (SHORT WAY & BOTT) (LONG WAY) ECCENTRIC FOOT�NG _7 REVISION DATE JOB NAME ELEVATION TOP OF EXISTING I I I TOP OF EXISTING CAP PLATE DETAIL FOR SC SOOTING FOOTING