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Weight of Footing <br />Roof <br />E-Wall <br />Weight of Footing <br />Weight of Pad <br />POINT <br />E-Wall <br />P a d /F o o t i ng IDPad/F o o t i ng I D : 1: 1 Description: FOOTING DESIGN <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 />300.00 PLF = 150 x 1.00' x 2.00' <br />D = 15, Lr = 20 psf, Trib Width = 10 ft <br />D = 17 psf, Height = 8 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 = 786 PLF <br />Footing Width Required: Bf = Wt otal / SB = 786/1500 x 12 = 6.29 in <br />U S E 1 2" W I DE X 24" 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 2 4" 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 /F o o t i ng IDPad/F o o t i ng I D : 2: 2 Description: BM 7 (1) <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 />300.00 PLF = 150 x 1.00' x 2.00' <br />1200.00 LB = 150 x 2.00' x 2.00' x 2.00' <br />From Support 1 of Beam 7 (4031LB) <br />D = 17 psf, Height = 8 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 = 436 PLF <br />Footing Width Required: Bf = Wt otal / SB = 436/1500 x 12 = 3.49 in <br />U S E 1 2" W I DE X 24" 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 2 4" 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) = 5231 LB <br />Footing Length to check point load L = 3.5 + 2 x (24 + 6) = 63.50 in <br />Footing Width B = 12 in <br />Capacity of Point Load on Footing: Pcap = (SB x L x B) / 144 = 7937.50 LB <br />Allowable Point Load on Footing: Pallo w= Pcap - (Wt otal x L / 12) = 5630.33 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.A DU C ON V E R SI O N <br />P r oje ct Location 8 0 5 C LE M E N SE N A V E SA N T A A N A C A 9 2 70 5 <br />: <br />: <br /> <br />De sign e d <br />C h e c ke d <br /> <br /> <br /> Pr in t date : 0 7/11/2 0 2 5 <br />27