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Weight of Footing <br />Weight of Pad <br />POINT <br />Wall_In <br />P a d /F o o t i ng IDPad/F o o t i ng I D : 1: 1 Description: @ REAR OF KITCHEN (1_BM-2) <br />Soil Bearing: SB = 1500 PSF Post with parallel to footing: Bp = 3.5 in <br />Lo a d i ng :Lo a d i ng : <br />150.00 PLF = 150 x 1.00' x 1.00' <br />900.00 LB = 150 x 2.00' x 2.00' x 1.50' <br />From Support 1 of Beam 2 (1549LB) <br />D = 10 psf, Height = 9 ft <br />F o o t i ng C he c k:F o o t i ng C he c k : <br />Total Weight: Wto t al = 240 PLF <br />Footing Width Required: Bf = Wt otal / SB = 240/1500 x 12 = 1.92 in <br />U S E 1 2" W I DE X 1 2" DE E P C o nt i nuo us F o o t i ng wi t h #4 C o nt . @ T & B (U .N .O )U S E 1 2 " W I DE X 1 2 " DE E P C o nt i nuo us F o o t i ng wi t h #4 C o nt . @ T & B (U .N .O ) <br />P a d C he c k:P a d C he c k : <br />Total Point Load (Pt otal) = 2449 LB <br />Footing Length to check point load L = 3.5 + 2 x (12 + 6) = 39.50 in <br />Footing Width B = 12 in <br />Capacity of Point Load on Footing: Pcap = (SB x L x B) / 144 = 4937.50 LB <br />Allowable Point Load on Footing: Pallo w= Pcap - (Wt otal x L / 12) = 4147.50 LB >= Ptotal <br />N O P A D I S N E E D !N O P A D I S N E E D ! <br />: <br />: <br /> <br />P r oje ct N o.1112 W 6 th Str e e t <br />P r oje ct Location San ta A n a, C A 9 2 70 3 <br />: <br />: <br /> <br />De sign e d B I <br />C h e c ke d T N <br /> <br /> 0 9 <br /> P r in t date : 10 /2 0 2 4 <br />25/25