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<br />FOOTING: <br /> <br />TOWNVIEW <br /> <br />2.00 REO'D <br />CONCRETE: <br /> <br />SOIL: <br /> <br />DEPTH: <br /> <br />LENGTH: <br /> <br />WIDTH: <br /> <br />SIGN WT.: <br /> <br />SHEET 2 OF 2 <br /> <br />3000 PSI AT 28 DAYS <br /> <br />1.00 <br /> <br />3.00 <br /> <br />8.00 <br /> <br />4.50 <br /> <br />1.00 <br /> <br />KSF <br /> <br />FT. <br /> <br />FT. <br /> <br />FT. <br /> <br />KIP/SUPPORT <br /> <br />WIND MOMENT = (MOMENT/12)+(FORCE*DEPTH/SUPPORTS) <br /> <br />= <br /> <br />77.80 <br /> <br />K-FT <br /> <br />DEAD LOAD = (L WW"'D*0.15KIP/FT....3)+(WT SUPPORT & SIGN) <br /> <br />.. <br /> <br />17.20 <br /> <br />KIP <br /> <br />RESISTING MOMENT - (DL)(LJ2)+(W*D*1 KlFT"'2)(DI2) <br /> <br />... <br /> <br />89.05 <br /> <br />K-FT <br /> <br />FOOTING SIZE:8'-O" LONG X 4'-6" WIDE X 3'-0" DEEP <br /> <br />/ d// <br />F~'<~ y~ <br />'7-11-'71' <br />