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Weight of Pad <br />POINT <br />Weight of Pad <br />POINT <br />POINT <br />Footing/Pad ID: 1 Supp#2 of BM 7 <br />Soil Bearing: SB = 1500 PSF Post with parallel to footing: Bp = 3.5 in <br />Loads: <br />1200.00 LB = 150 x 2.00' x 2.00' x 2.00' <br />From Support 2 of Beam 7 (4209LB) <br />Design Pad: <br />Total Point Load (Ptotal) = 5409 LB <br />S = 3.5 + 2 x (12 + 6 ) = 39.50 in Width = 12 in <br />Capacity of Point Load on Footing: Pcap = (SB x S x Width)/144 = 4937.50 LB <br />Allowable Point Load on Footing: Pallow= Pcap - (Wtotalx S) / 12 =4937.50 LB <br />Required Pad Area = Ptotal/SB = 5409.33587537683/1500 = 3.61 Ft2 <br />USE 2'-0" SQ x 24" DEEP PAD with (3) #4 @ Bottom, E.W. <br />Footing/Pad ID: 2 Supp#1 of BM 1 & Supp#1 of BM 2 <br />Soil Bearing: SB = 1500 PSF Post with parallel to footing: Bp = 3.5 in <br />Loads: <br />1200.00 LB = 150 x 2.00' x 2.00' x 2.00' <br />From Support 1 of Beam 1 (171LB) <br />From Support 1 of Beam 2 (1986LB) <br />Design Pad: <br />Total Point Load (Ptotal) = 3357 LB <br />S = 3.5 + 2 x (12 + 6 ) = 39.50 in Width = 12 in <br />Capacity of Point Load on Footing: Pcap = (SB x S x Width)/144 = 4937.50 LB <br />Allowable Point Load on Footing: Pallow= Pcap - (Wtotalx S) / 12 =4937.50 LB <br />Required Pad Area = Ptotal/SB = 3357.24375901749/1500 = 2.24 Ft2 <br />USE 2'-0" SQ x 24" DEEP PAD with (3) #4 @ Bottom, E.W. <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Com pany <br />Project 231223 - 317 N Maxine St SA ADU <br />Job No.231223 <br />Plan N/A <br />: <br />: <br />: <br />: <br />Designed T.D. <br />Checked P.P. <br />Date 12/28/2023 <br />Client N/A <br />TIC Structure Design 2023 <br />Page 21 of 24