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O'5-4'S GENERAL NOTES: <br /> ADAZ1z IBC 2012 EDITION <br /> sZ ; X515 >31zOAD�AY �V�1z�TT <br /> 35 PCF EQUIVILENT FLUID PRESSURE - <br /> 2000 PSF SOIL BEARING PRESSURE <br /> 0 PSF SURCHARGE <br /> 5 SACK CEMENT PER CUBIC YARD, <br /> 2500 PSI MINIMUM COMPRESSIVE STRENGTH, <br /> MAXIMUM 6 GALLONS WATER PER SACK <br /> GRADE 60 STEEL FOR #5 & LARGER <br /> GRADE 40 STEEL FOR #4 & SMALLER <br /> BACKFILL WITH POUROUS MATERIAL; <br /> FRAMING PER PLANPROVIDE TEMPORARY BRACINGS AS REO'D <br /> LOCATION BY OTHERS UNTIL SLAB IS CONSTRUCTED AND CURED, <br /> JOISTS PARALLEL REQUIRE WALL PER PLAN OR SW SCH <br /> TIGHT-FIT SOLID BLOCKING <br /> WITH FLOOR DIAPHRAGM <br /> EDGE NAILING PER NOTES-(3) <br /> LOCATIONS MINIMUM (2)- #4 CONT @ TOP <br /> 6"MIN <br /> j HORIZONTAL BARS: <br /> PER SCHEDULE <br /> a i VERTICAL BARS: <br /> PER SCHEDULE <br /> FTG DOWELS W/ <br /> " STD HOOK INTO FTG: MAX HEIGHT <br /> 44226 0 4 FCENTERED <br /> SAME AS VERT BAR OF BACKFILL: <br /> Fclsr�R � SPACING PER SCHEDULE <br /> LAP: 30"MIN <br /> EXPIRES 3-01- 1� rnHEEL BARS: <br /> PER SCHEDULE <br /> FTG THICK <br /> II <br /> 4"0 FTG DRAIN <br /> CONCRETE FOOTING W/ 3"CLR IN GRAVEL POCKET <br /> (2)#4 CONTINUOUS BEARING <br /> TOE WALL HEEL SOIL <br /> REINFORCEMENT & FOOTING SCHEDULE <br /> MAX HEIGHT VERTICAL HORIZONTAL TOE WIDTH WALL WIDTH HEEL WIDTH FTG THCK HEEL BARS FRONT FILL <br /> OF BACKFILL REINFORCEMENT REINFORCEMENT FOOTING <br /> 6'-0" #4 @ 10"O.C. #4 @10"O.C. 5" 8" 5" 8" NA NA <br /> A FOUNDATION WALL DESIGN <br /> Scale: NTS = V-0" Section View <br />