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GENERAL NOTES: <br /> 1 ` IBC 2015 EDITION <br /> 35 PCF EQUIVALENT FLUID PRESSURE <br /> 1500 PSF SOIL BEARING CAPACITY <br /> 5 1/2 SACK CEMENT PER CUBIC YARD, 2500 PSI <br /> MINIMUM COMPRESSIVE STRENGTH, MAXIMUM 6 <br /> GALLONS WATER PER SACK <br /> f GRADE 60 STEEL FOR #5 & LARGER <br /> IGRADE 40 STEEL FOR #4 &SMALLER <br /> BACKFILL WITH POUROUS MATERIAL; PROVIDE <br /> TEMPORARY BRACINGS AS REQUIRED UNTIL SLAB <br /> IS CONSTRUCTED AND CURED <br /> FRAMING PER PLAN -tT <br /> LOCATION BY OTHERS WALL PER PLAN OR SW SCH <br /> (2)- #4 CONT ® TOP <br /> er <br /> MAL 6"MIN <br /> .5 a HORIZONTAL BARS: <br /> PER SCHEDULE <br /> VERTICAL BARS: <br /> COMPACTED FRONT FILL PER SCHEDULE <br /> CSD 1:2 (V:H) MAX SLOPE FTG DOWELS W <br /> EXTEND 6'-O" MIN / <br /> "or <br /> 4" SLAB" W/ - STD HOOK INTO FTC: MAX HEIGHT <br /> PER ----N- 2"CLR SAME AS VERT BAR OF BACKFILL: <br /> SPACING <br /> 6X6 W1.4 X W1.4 WWF SCHEDULE . PER SCHEDULE <br /> OR #3 © 12"o/c E.W. - LAP: 30"MIN <br /> /\/ TOE BARS: <br /> / / / �\�� PER SCHEDULE <br /> -*-- " LR 2 TOP CLR <br /> \ \ \ \ \ % <br /> i. d• • getFTG THCK <br /> =III17 <br /> - <br /> r I=1 4"0 FTG DRAIN <br /> 3"CLR i IN GRAVEL <br /> CONCRETE FOOTING POCKET <br /> w/ #4 CONT CO 10"o/c TOE WALL HEEL BEARING <br /> SOIL <br /> REINFORCEMENT AND FOOTING SCHEDULE <br /> MAX HEIGHT VERTICAL HORIZONTAL TOE WALL HEEL FOOTING TOE BARS FRONT <br /> OF BACKFILL REINFORCEMENT REINFORCEMENT WIDTH WIDTH WIDTH THICKNESS FILL REQ'D <br /> 4'-0" #4 @ 12"O.C. #4 @12"O.C. 0'-7" 8" 7" 10" NOT REQ'D 8" <br /> 6'-0" #4 @ 12"O.C. #4 @12"O.C. 1'-6" 8" 10" 10" NOT REQ'D 10" <br /> 8'-0" #4 @ 8"O.C. #4 @12"O.C. 2'-3" 8" 1'-1" 14" NOT REQ'D 16" <br /> c <br /> TYPICAL CANTILEVERED <br /> BASEMENT WALL NTS <br /> .2 11( <br />