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F100-G-FOUNDATION-PLAN-Rev.2
COLUMN FOOTING SCHEDULE FOOTING MARK FOOTING SIZE WIDTH x LENGTH x DEPTH REINFORCING (EACH WAY) F6.0 6'-0" 6'-0" 1'-2" (5) #5 x 5'-6" F7.5 7'-6" 7'-6" 1'-5" (8) #5 x 7'-0" NOTES: 1. CENTER FOOTINGS BENEATH COLUMNS, U.N.O. 2. ALL FOOTINGS MUST BE BOARD-FORMED, UNLESS APPROVED. 3. INCREASE FOOTING DEPTH WHERE REQ'D TO ENCASE COLUMN ANCHOR RODS NOTE: WF STEEL COLUMN SHOWN, TUBES, PIPES, C.I.P. CONCRETE, PRECAST & MASONRY COLUMNS SIM. EQ EQ LENGTH PER SCHED. EQ EQ WIDTH PER SCHED. SEE NOTE #2 SEE NOTE #3 F.F. DEPTH PER SCHED. F10.0 10'-0" 10'-0" 1'-10" (10) #6 x 9'-6" G1 G2 1 2 3 4 5 6 7 8 9 B C C.5 D E F GA GB GA.6 GA.3 GA.7 8.6 F10.0 -2' - 6" C1 F10.0 -2' - 6" C1 F10.0 -2' - 6" C1 F10.0 -2' - 6" C1 F10.0 -2' - 6" C1 F10.0 -2' - 6" C1 F10.0 -2' - 6" C1 F7.5 -2' - 6" C1 F6.0 -2' - 6" C1 F6.0 -2' - 6" C1 F6.0 -2' - 6" C1 F7.5 -2' - 6" C1 F6.0 -2' - 6" C2 F7.5 -2' - 6" C2 F7.5 -2' - 6" C2 F6.0 -2' - 6" C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 F6.0 -2' - 6" C1 F7.5 -2' - 6" C1 RAMP 6" AE SLAB ON GRADE OVER COMPACTED FILL REINF. W/ EPOXY COATED #4 @ 12" OC EW. 1 S301-G 2 S301-G 4 2 S301-G S301-G 2 S301-G 4 S301-G 5" AE CONCRETE SLAB ON GRADE W/ MICRO-FIBER SECONDARY REINF. OVER 6" DRAINAGE FILL T.O.S. = 833.1' T.O.S. = 833.6' T.O.S. = 833.6' RAMP UP 6.09% 6 S300-G 6 S300-G 6 1/4" 5 3/4" 1 5 S301-G 5 S301-G 3 S500-G S301-G S500-G 3 4 S500-G 4 SIM S500-G 5 S500-G 5 SIM S500-G 6 10'-2" 6 S301-G 2 S301-G 7 S301-G 8 S301-G T.O.S. = 834.56 RE. CIVIL T.O.S. = 834.80 RE. CIVIL 54'-0" 240'-0" 24'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 58'-5 3/4" 4'-0 1/4" 30'-0" 10'-0" 10'-0" 10'-0" 10'-0" 19'-11 3/4" 10'-0 1/4" 17'-4" 1 15/16" 26'-0 3/8" 14'-11 7/16" FD -0-4" FD -0-4" FD -0-4" FD -0-4" 2'-10" 12'-10 1/4" 1'-4 5/8" +0-0" +0-0" +0-0" +0-0" +0-0" +0-0" +0-0" +0-0" +0-0" +0-0" SHEET PROJECT INFO SEAL REVISIONS DRAWING TITLE PROJECT ARCHITECT MERCHANTS CORPORATE CENTER CARMEL, IN CLIENT # DESCRIPTION DATE NOVEMBER 10, 2017 17104 ISSUED FOR CONSTRUCTION 2017-11-10 F100-G FOUNDATION PLAN F100-G SCALE: 3/32" = 1'-0" 1 FOUNDATION - FORMING PLAN 05/01/18 Nick Mishler