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<br /> FOUNDATION ANALYSIS <br /> (SB) SOIL BEARING =1000 PSF <br /> CONTINOUS FOOTING @ TYP <br /> LOADS TO FOOTING <br /> ROOF =9.5 x 34 =323 <br /> WALL =8 x 10 =80 <br /> FLOOR = x 52 =0 <br /> CONCRETE SELF WEIGHT = 150x15x18/144 281.25 <br /> <br />TOTAL =684.25 PLF <br /> (W) WIDTH REQUIRED =0.68 ' =8.16 " <br /> USE 12" WIDE X 18" DEEP CONTINUOUS FOOTING @ 1 - STORY PORTIONS <br /> ALOWABLE POINT LOAD ON CONTINUOUS FOOTING <br /> P MAX SB x S x W <br />144 <br /> P MAX @ ( 1-STORY) =5666.67 <br />TMC ENGINEERS INC. <br />9542 Pacific Ave, Anaheim, CA 92804 <br />Phone: (714) 829-5053 <br />Email: tienchu.e mail.co