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Weight of Footing <br />Load_Roof <br />Wall_Ex <br />Footing/Pad ID: CF1 Continuous Footing <br />Soil Bearing: SB = 2400 PSF Post with parallel to footing: Bp = 3.5 in <br />Loads: <br />225.00 PLF = 150 x 1.00' x 1.50' <br />490PLF =24.5 x (20+20)/2 <br />153PLF =9 x 17 <br />Design Footing: <br />Total Weight: Wtotal = 868 PLF <br />Footing Width Required: Bf = Wtotal / SB = 868/2400 x 12 = 4.34 in <br />USE 12" WIDE X 18" DEEP Continuous Footing with #4 Cont. @ T & B (U.N.O) <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Com pany <br />Project (N) DETACHED ADU, UNIT 2 <br />Job No.231014 <br />Plan <br />: <br />: <br />: <br />: <br />Designed T.M. <br />Checked P.P. <br />Date 2023-12-26 <br />Client N/A <br />TIC Structure Design 2023 901 E Myrtle St Unit# 2 - <br />1011181606/27/2024