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0 ) 60 _ 9 ` 1 <br /> 051-'5 GENERAL NOTES: 7 g 2 ? (' ' /` '�il,A <br /> APA7 rN-izPizC- -s IBC 2012 EDITION C)'% <br /> .C1 ; 4523 Bl OAPvLAY EV.e1z1= <br /> 35 PCF EQUIVILENT FLUID PRESSURE <br /> 2000 PSF SOIL BEARING PRESSURE <br /> 0 PSF SURCHARGE <br /> 5 SACK CEMENT PER CUBIC YARD, <br /> 'T' i 'T 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 /> I,- <br /> 40. <br /> BACKFILL WITH POUROUS MATERIAL; <br /> FRAMING PER PLAN PROVIDE TEMPORARY BRACINGS AS REQ'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 /> i <br /> 6"MIN <br /> y, HORIZONTAL BARS: <br /> PER SCHEDULE <br /> c,` tai' `` VERTICAL BARS: <br /> PER SCHEDULE <br /> f ,. N I FTG DOWELS W/ <br /> ,� STD. HOOK INTO FTG: MAX HEIGHT <br /> ,< 44228 t - - —1 ' 111- 2"CLR SAME AS VERT BAR OF BACKFILL: <br /> , otst x SPACING <br /> ONAL ';,'N: 6/2/2016 PER SCHEDULE <br /> LAP: 30"M I N <br /> DPIF 3-01- 11- (.0 r. HEEL BARS: <br /> iI CENTERED PER SCHEDULE <br /> I <br /> :i.41kV.:Iiiit FTG THCK <br /> t <br /> 1, 1=1 4"0 FTG DRAIN <br /> IN GRAVEL POCKET <br /> CONCRETE FOOTING W/ 3"CLR <br /> (2)#4 CONTINUOUS BEARING <br /> f TOE --i--- WALL HEEL f SOIL <br /> REINFORCEMENT & FOOTING SCHEDULE <br /> MAX HEIGHT VERTICAL HORIZONTAL FRONT FILL <br /> TOE WIDTH WALL WIDTH HEEL WIDTH FTG THCK HEEL BARS <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 = 1 '-0" Section View <br /> ) C1 <br /> A. <br />