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Weight of Pad <br />POINT <br />Weight of Footing <br />Weight of Pad <br />POINT <br />POINT <br />Wall_Ex <br />Weight of Pad <br />POINT <br />POINT <br />Footing/Pad ID: 1 SUPPORT FOR BEAM 8 <br />Soil Bearing: SB = 1500 PSF Post with parallel to footing: Bp = 3.5 in <br />Loads: <br />1875.00 LB = 150 x 2.50' x 2.50' x 2.00' <br />From Support 2 of Beam 8 (5039LB) <br />Design Pad: <br />Total Point Load (Ptotal) = 6914 LB <br />S = 3.5 + 2 x (24 + 6 ) = 63.50 in Width = 12 in <br />Capacity of Point Load on Footing: Pcap = (SB x S x Width)/144 = 7937.50 LB <br />Allowable Point Load on Footing: Pallow= Pcap - (Wtotalx S) / 12 =7937.50 LB <br />Required Pad Area = Ptotal/SB = 6913.51291030235/1500 = 4.61 Ft2 <br />USE 2'-6" SQ x 24" DEEP PAD with (4) #4 @ Bottom, E.W. <br />Footing/Pad ID: 2 SUPPORT FOR SB1 (#1) <br />Soil Bearing: SB = 1500 PSF Post with parallel to footing: Bp = 3.5 in <br />Loads: <br />300.00 PLF = 150 x 1.00' x 2.00' <br />1875.00 LB = 150 x 2.50' x 2.50' x 2.00' <br />From Support 1 of Beam SB1 (4760LB) <br />From Support 1 of Beam 16 (1624LB) <br />136PLF =8 x 17 <br />Design Footing: <br />Total Weight: Wtotal = 436 PLF <br />Footing Width Required: Bf = Wtotal / SB = 436/1500 x 12 = 3.49 in <br />USE 12" WIDE X 24" DEEP Continuous Footing with #4 Cont. @ T & B (U.N.O) <br />Design Pad: <br />Total Point Load (Ptotal) = 8259 LB <br />S = 3.5 + 2 x (24 + 6 ) = 63.50 in Width = 12 in <br />Capacity of Point Load on Footing: Pcap = (SB x S x Width)/144 = 7937.50 LB <br />Allowable Point Load on Footing: Pallow= Pcap - (Wtotalx S) / 12 =5630.33 LB <br />Required Pad Area = Ptotal/SB = 8259.3659106178/1500 = 5.51 Ft2 <br />USE 2'-6" SQ x 24" DEEP PAD with (4) #4 @ Bottom, E.W. <br />Footing/Pad ID: 3 SUPPORT FOR SB1 (#2) <br />Soil Bearing: SB = 1500 PSF Post with parallel to footing: Bp = 3.5 in <br />Loads: <br />1875.00 LB = 150 x 2.50' x 2.50' x 2.00' <br />From Support 2 of Beam SB1 (4913LB) <br />From Support 1 of Beam 14 (1193LB) <br />Design Pad: <br />Total Point Load (Ptotal) = 7981 LB <br />S = 3.5 + 2 x (24 + 6 ) = 63.50 in Width = 12 in <br />Capacity of Point Load on Footing: Pcap = (SB x S x Width)/144 = 7937.50 LB <br />Allowable Point Load on Footing: Pallow= Pcap - (Wtotalx S) / 12 =7937.50 LB <br />Required Pad Area = Ptotal/SB = 7980.76403746186/1500 = 5.32 Ft2 <br />USE 2'-6" SQ x 24" DEEP PAD with (4) #4 @ Bottom, E.W. <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Company CORE STRUCTURE, INC. <br />Project Tom's Jr <br />Job No.23033 <br />Plan <br />: <br />: <br />: <br />: <br />Designed <br />Checked <br />Date 12/11/2023 <br />Client 0 <br />TIC Structure Design 2023 <br />42 <br />1430 E Edinger Ave <br />3/27/2025