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FOOTING & PAD DESIGN <br />(Per ASCE 7-16, IBC 2021,CBC 2022 & LABC 2023 Code) Job Number : 24077 <br />Plan : <br />ID: F1 Ext. Footing (Design Footing ) <br />Loading :Design : <br />Load Type Span(ft) Unit Loads(plf) Total Weight :plf <br />E.Wall 10.00 lbs <br />Roof 14 Footing With Required : in. <br />None 0 Use 12 in. With x 24 in. Deep Cont. Footing. <br />None 0 Capacity of Point Load on Footing:lbs <br />Self Weight <br />Check with lateral Loads :150 plf OK <br />ID: P1 Pad support 2-Beam #2 + 1-Beam #2 (Design Footing & Pad on Footing) <br />Loading :Design : <br />Load Type Span(ft) Unit Loads(plf) Total Weight :plf <br />I.Wall 10.00 10*10 Total Point Load : lbs <br />None 0 0 Footing With Required : in. <br />None 0 0 <br />None 0 0 Capacity of Point Load on Footing:lbs <br />Self Weight 225 Allowable Point Load on Footing : lbs <br />Required Pad Width :in. <br />Use 2' SQ x 24 in. Deep w/(3)#4 @ Bott. E.W. for Pad <br />ID: P2 Pad support 2-Beam #2 (Design Footing & Pad on Footing) <br />Loading :Design : <br />Load Type Span(ft) Unit Loads(plf) Total Weight :plf <br />I.Wall 10.00 10*10 Total Point Load : lbs <br />None 0 0 Footing With Required : in. <br />None 0 0 <br />None 0 0 Capacity of Point Load on Footing:lbs <br />Self Weight 225 Allowable Point Load on Footing : lbs <br />Required Pad Width :in. <br />Use 2' SQ x 24 in. Deep w/(3)#4 @ Bott. E.W. for Pad <br />ID: P3 Pad support 1&2-Beam #4 (Design Footing & Pad on Footing) <br />Loading :Design : <br />Load Type Span(ft) Unit Loads(plf) Total Weight :plf <br />E.Wall 9.00 lbs <br />None 0 Footing With Required : in. <br />None 0 <br />None 0 Capacity of Point Load on Footing:lbs <br />Self Weight Allowable Point Load on Footing : lbs <br />Required Pad Width :in. <br />Use 2' SQ x 24 in. Deep w/(3)#4 @ Bott. E.W. for Pad <br />430.492 <br />10*15 Total Point Load :0 <br />14*(20+20)/2 3.5 <br />0 <br />1.392 5000.0 <br />0.492 <br />325 <br />4100 <br />2.6 <br />1.88 <br />5000 <br />3917 <br />1.66 <br />325 <br />5300 <br />2.6 <br />5000 <br />3917 <br />1.81 <br />360 <br />9*15 Total Point Load :4900 <br />0 2.9 <br />0 <br />0 5000.0 <br />225 3800.0