1402 W 10th St & Unit #2 - 101117923-24 - Plan

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Weight of Pad POINT Weight of Pad POINT Weight of Pad POINT Footing/Pad ID: 1 Soil Bearing: SB = 2100 PSF Post with parallel to footing: Bp = 3.5 in Loads: 1200.00 LB = 150 x 2.00' x 2.00' x 2.00' From Support 2 of Beam 2 (5033LB) Design Pad: Total Point Load (Ptotal) = 6233 LB S = 3.5 + 2 x (12 + 6 ) = 39.50 in Width = 12 in Capacity of Point Load on Footing: Pcap = (SB x S x Width)/144 = 6912.50 LB Allowable Point Load on Footing: Pallow= Pcap - (Wtotalx S) / 12 =6912.50 LB Required Pad Area = Ptotal/SB = 6233.18677616608/2100 = 2.97 Ft2 USE 2'-0" SQ x 24" DEEP PAD with (3) #4 @ Bottom, E.W. Footing/Pad ID: 2 Soil Bearing: SB = 2100 PSF Post with parallel to footing: Bp = 3.5 in Loads: 1200.00 LB = 150 x 2.00' x 2.00' x 2.00' From Support 1 of Beam 3 (4414LB) Design Pad: Total Point Load (Ptotal) = 5614 LB S = 3.5 + 2 x (12 + 6 ) = 39.50 in Width = 12 in Capacity of Point Load on Footing: Pcap = (SB x S x Width)/144 = 6912.50 LB Allowable Point Load on Footing: Pallow= Pcap - (Wtotalx S) / 12 =6912.50 LB Required Pad Area = Ptotal/SB = 5613.71763448409/2100 = 2.67 Ft2 USE 2'-0" SQ x 24" DEEP PAD with (3) #4 @ Bottom, E.W. Footing/Pad ID: 3 Soil Bearing: SB = 2100 PSF Post with parallel to footing: Bp = 3.5 in Loads: 1200.00 LB = 150 x 2.00' x 2.00' x 2.00' From Support 1 of Beam 4 (4946LB) Design Pad: Total Point Load (Ptotal) = 6146 LB S = 3.5 + 2 x (12 + 6 ) = 39.50 in Width = 12 in Capacity of Point Load on Footing: Pcap = (SB x S x Width)/144 = 6912.50 LB Allowable Point Load on Footing: Pallow= Pcap - (Wtotalx S) / 12 =6912.50 LB Required Pad Area = Ptotal/SB = 6146.40769381839/2100 = 2.93 Ft2 USE 2'-0" SQ x 24" DEEP PAD with (3) #4 @ Bottom, E.W. vG23.06.30 : : : : Com pany Project 1402 W 10th Job No.231014 Plan N/A : : : : Designed D.B. Checked P.P. Date 12/28/2023 Client N/A TIC Structure Design 2023 1402 W 10th St & Unit #2 - 101117923-245/8/2024