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Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />General Footing <br />LIC>f KIN-06017149. Build20.25.06.16 BACHAR KOUJAH <br />DESCRIPTION: F2.25 SUPPORTING BEAM (GH-2), RIGHT <br />Code References <br />Calculations per ACI 318-19, IBC 2021 <br />Load Combinations Used: ASCE 7-16 <br />General Information <br />Material Properties <br />Fc : Concrete 28 day strength = <br />fy : Rebar Yield = <br />Ec : Concrete Elastic Modulus = <br />Concrete Density = <br />(P Values Flexure = <br />Shear = <br />Analysis Settings <br />Min Steel % Bending Reinf. <br />Min Allow % Temp Reinf. <br />Min. Overturning Safety Factor <br />Min. Sliding Safety Factor <br />Add Ftg Wt for Soil Pressure <br />Use ftg wt for stability, moments & shears <br />Add Pedestal Wt for Sail Pressure <br />Use Pedestal wt for stability, mom & shear <br />Dimensions <br />Width parallel to X-X Axis = <br />Length parallel to Z-Z Axis = <br />Footing Thickness = <br />Pedestal dimensions... <br />px : parallel to X-X Axis = <br />pz : parallel to Z-Z Axis = <br />Height <br />Bandwidth Distribution Check (AC I 15.4.4.2) <br />Direction Requiring Closer Separation <br /># Bars required within zone <br /># Bars required on each side of zone <br />Bottom Reinforcing <br />Bars parallel to X-X Axis (resisting Z Flexure) <br />Number of Bars = <br />Reinforcing Bar Size = # <br />Bars parallel to Z-Z Axis (resisting X Flexure) <br />Number of Bars = <br />Reinforcing Bar Size = # <br />Rebar Centerline to Edge of Concrete... <br />at Bottom of footing = <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />FOR PERMIT ISSUANCE <br />Project File. 25-0025_ec6 <br />(c) ENERCA,. . , I r: <br />Master ID: <br />Date: <br />Soil Design Values <br />2.50 ksi <br />Allowable Soil Bearing = <br />1.50 ksf <br />60.0 ksi <br />Soil Density = <br />110.0 pcf <br />3,122.0 ksi <br />Increase Bearing By Footing Weight = <br />No <br />145.0 pcf <br />Soil Passive Resistance (for Sliding) = <br />150.0 pcf <br />0.90 <br />Soil/Concrete Friction Coeff. = <br />0250 <br />0,750 <br />Increases based on footing Depth <br />Footing base depth below soil surface = <br />2.0 ft <br />= <br />Allow press. increase per foot of depth = <br />ksf <br />= 0.00180 <br />when footing base is below = <br />ft <br />= 1.0.1 <br />= 1.0 : 1 <br />Increases based on footing plan dimension <br />Yes <br />Allowable pressure increase per foot of depth <br />Yes <br />= <br />ksf <br />No <br />when max. length or width is greater than <br />= <br />n <br />No <br />2250 ft <br />2.250 ft Z <br />24.0 in <br />x x <br />in <br />in <br />in <br />u <br />n/a <br />L <br />n/a a <br />rn <br />n/a 2'-Y � <br />w <br />4.0 <br />5 <br />O <br />4.0 N <br />5 4-#5Bars 4-#5Bars <br />3.0 in m <br />X-X Section Looking to +Z Z-Z Section Looking to +X <br />12of28 <br />