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Weight of Footing <br />Wall_Ex <br />Load_Roof <br />Footing/Pad ID: CF1 Footing De sign <br />Soil Bearing: SB = 1900 PSF Post with parallel to footing: Bp = 3.5 in <br />Loads: <br />150.00 PLF = 150 x 1.00' x 1.00' <br />170PLF =10 x 17 <br />400PLF =20 x (20+20)/2 <br />Design Footing: <br />Total Weight: Wtotal = 720 PLF <br />Footing Width Required: Bf = Wtotal / SB = 720/1900 x 12 = 4.55 in <br />USE 12" WIDE X 12" DEEP Continuous Footing with #4 Cont. @ T & B (U.N.O) <br />Design Pad: <br />Total Point Load (Ptotal) = 0 LB <br />NO PAD IS NEED ! <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Com pany <br />Project 2331 N BENTON WAY UNIT 2 <br />Job No.231226 <br />Plan N/A <br />: <br />: <br />: <br />: <br />Designed T.M. <br />Checked P.P. <br />Date 12/27/2023 <br />Client N/A <br />TIC Structure Design 2023 <br />23/24 <br />2331 N Benton Way Unit# 2 - <br />1011185346/4/2024