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Spread Footing Load <br />Soil Bearing Pressure q = 1500 psf <br />D Lr L Snow <br />Roof 10 20 0 0 <br />Ceiling 5 0 10 0 <br />Exterior Wall 15 0 0 0 <br />Interior Wall 10 0 0 0 <br />1 2 A B <br />Tributary <br />Roof 13.083 13.083 1.33 1.33 <br />Ceiling 9.917 9.917 1.33 1.33 <br />Exterior Wall 8 8 8 8 <br />Interior Wall <br />D (plf) 525 525 385 385 <br />Lr (plf) 262 262 27 27 <br />L (plf) 99 99 67 67 <br />S (plf) 0 0 0 0 <br />Grid Line 1 2 A B <br />Control Combination D+0.75L+0.75Lr D+0.75L+0.75Lr D+0.75L+0.75Lr D+0.75L+0.75Lr <br />Load (plf) 796 796 455 455 <br />Wall Width (in) 3.5 3.5 3.5 3.5 <br />Loaction of wall (in) 6.00 6.00 6.00 6.00 <br />Moment of Wall (lb-ft / ft) 398 398 227 227 <br />Stem Depth (ft) <br />Stem Width (ft) <br />Footing Depth (ft) 1.500 1.5 1.5 1.5 <br />Footing Width (ft) 1 1 1 1 <br />Concrete Weight (plf) 225 225 225 225 <br />Pstem (plf)0 0 0 0 <br />Pfooting (plf)225 225 225 225 <br />Mstem+Mfooting (lb-ft / ft)113 113 113 113 <br />Mtotal (lb-ft / ft)511 511 340 340 <br />Ptotal (plf)1021 1021 680 680 <br />Mtotal / Ptotal (ft)0.5 0.5 0.5 0.5 <br />e (ft)0.00 0.00 0.00 0.00 <br />L/6 (ft)0.17 0.17 0.17 0.17 <br />q (psf) 1021 1021 680 680 <br />Allow Point Load (lbs) 2874 2874 4922 4922 <br />C+4D <br />D <br />C <br />1606 N Mabury St <br />4/28/2025