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Project Title: CITY OF SANTA ANA <br />Engineer: Planning and Building Agency <br />Project ID: <br />Project Descr- ^ �` <br />Approved <br />NCE I <br />Pole Footing Embedded in Soil <br />LIC# : KW-06018037, Build:20.23.10.02 CHUCK YAGHI & ASSOCIATES <br />9 ,D <br />Code References <br />Calculations per IBC 2021 1807.3, ASCE 7-16 <br />Load Combinations Used: IBC 2021 <br />General Information <br />Pole Footing Shape Rectangular <br />Pole Footing Width ........... 24.0 in <br />Calculate Min. Depth for Allowable Pressures <br />Lateral Restraint at Ground Surface <br />Allow Passive ............... 266.0 pcf <br />Max Passive ................ 1,500.0 psf <br />Controlling Values <br />Governing Load CombinatibiOnly <br />Lateral Load 6.0 k <br />Moment 9.0 k-ft <br />Restraint @ Ground Surface <br />Pressure at Depth <br />Actual 964.54 psf <br />Allowable 997.50 psf <br />Surface Retraint Force 11,100.0 Ibs <br />Minimum Required Depth 3.750 ft <br />Footing Base Area 4.0ft^2 <br />Maximum Soil Pressure 0.0 ksf <br />Applied Loads <br />Point Load <br />(c) ENERCALC' INC 1 <br />Master ID: <br />Date: <br />Soil Surface <br />i <br />Surface Lateral �estraint <br />it <br />Lateral Concentrated Load (k) <br />Lateral Distributed Loads <br />(k <br />Applied Moment (kft) Vertical Load (k) <br />D : Dead Load k <br />k/ft <br />k-ft <br />k <br />Lr : Roof Live k <br />k/ft <br />k-ft <br />k <br />L : Live 6.0 k <br />k/ft <br />k-ft <br />k <br />S : Snow k <br />k/ft <br />k-ft <br />k <br />W : Wind k <br />k/ft <br />k-ft <br />k <br />E : Earthquake k <br />k/ft <br />k-ft <br />k <br />H : Lateral Earth k <br />k/ft <br />k-ft <br />k <br />Load distance above <br />TOP of Load above ground surface <br />ground surface 1.50 It <br />ft <br />BOTTOM of Load above ground surface <br />It <br />Load Combination Results <br />Fvroes @ Ground Surface <br />Required <br />Pressure at Depth <br />soil Increase <br />Load Combination <br />Loads - (k) Mornents - (ft-k) <br />depth - (ft) <br />Actual - (psf} Allow - (psf) <br />Factor <br />0.000 0.000 <br />0.13 <br />0.0 33.3 <br />1.000 <br />L Only <br />6.000 9.000 <br />3.75 <br />964.5 997.5 <br />1.000 <br />+0.750L <br />4.500 6.750 <br />3.38 <br />893.1 897.8 <br />1.000 <br />