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REINFORCING SEE PLAN SECTION at INTERIOR BEAM 1 11 = 1 1-01, LO o C_4J r LO 3/4"0 ANCHOR BOLT HSS 4X4 COLUMN PL3/4X10X0'-10" W/ (4) 3/4" OX1'-4" ANCHOR BOLTS GROUT ALL CELLS BELOW GRADE SOLID W/ 2500 PSI GROUT. - SECTION at INTERIOR FOOTING W/ COL. 1 " = V-0" 7/29/2011 6:03:24 PM GRANULAR CUSHION RE: GEOTECH (TYP.) VAPOR RETARDER (TYP.) (3) #5 CONT. 10" CMU W/ TRUSS TYPE REINF. @ 16" O.C. & #5 VERT. @ 48" O.C. FILL REINF. CELLS W/ 2500 PSI GROUT. REINFORCING SEE PLAN "— 245 CONT. 3-#5 CONT. #5 @ 16" O.C. REINFORCING SEE PLAN GROUT ALL CELLS BELOW GRADE SOLID W/2500 PSI GROUT. - SECTION at INTERIOR FOOTING 1 11 = 1 1-011 FINISH GRADE 0�— Q GROUT ALL CELLS o BELOW GRADE SOLID w W/ 2500 PSI GROUT. m �) r SECTION at EXTERIOR FOOTING 1 „ = 1,-0„ 10" CMU W/ TRUSS TYPE REINF. @ 16" O.C. & #5 VERT. @ 48" O.C. FILL REINF. CELLS W/ 2500 PSI GROUT. DOWELS TO MATCH VERT. REINF. ,r--. REINFORCING SEE PLAN N-- 245 CONT. 3-#5 CONT. #5 @ 16" O.C. 10" CMU W/ TRUSS TYPE REINF. @ 16" O.C. & #5 VERT. @ 48" O.C. FILL REINF. CELLS W/ 2500 PSI GROUT. DOWELS TO MATCH VERT. REINF. INSULATION RE: ARCH. �. REINFORCING SEE PLAN - 245 CONT. RIGID INSULATION RE: ARCH. 3-#5 CONT. - #5 @ 16" O.C. VAPOR RETARDER (TYP.) 0 N A-, _FIN. -F KV SEE P CMU WALL at GARAGE 1 it = 1 '-0" IZE & SPACING Project BARRINGTON at CARMEL CARMEN, INDIANA LECESSE CONSTRUCTION COMPANY