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Project Title: <br />Engineer: <br />Project ID: <br />Project Descr <br />Cantilevered Retaining Wall <br />LIC# : KW-06018037, Build:20.23.10.02 CHUCK YAGHI & ASSOCIATES <br />Code Reference. - <br />Calculations per IBC 2021 1807.3, ASCE 7-16 <br />Retained Height = <br />0.50 ft <br />Wall height above soil = <br />8.00 ft <br />e Slope Behind Wall = <br />0.00 <br />Height of Soil over Toe = <br />6.00 in <br />Water table above <br />bottom of footing = <br />0.0 ft <br />Surcharge Loads <br />Surcharge Over Heel = 0.0 psf <br />Used To Resist Sliding & Overturning <br />Surcharge Over Toe = 0.0 <br />Used for Sliding & Overturning <br />Axial Load Applied to Stem <br />Axial Dead Load = 0.0 Ibs <br />Axial Live Load = 0.0 Ibs <br />Axial Load Eccentricity = 0.0 in <br />Soil Data <br />Allow Soil Bearing = 1,995.0 psf <br />Equivalent Fluid Pressure Method <br />Active Heel Pressure <br />= 40.0 psf/ft <br />Passive Pressure <br />= 266.0 psflft <br />Soil Density, Heel <br />= 110.00 pcf <br />Soil Density, Toe <br />= 110.00 pcf <br />FootingllSoil Friction <br />= 0.400 <br />Soil height to ignore <br />for passive pressure <br />= 12.00 in <br />Lateral Load Applied to Stem <br />Lateral Load = <br />0.0 #/ft <br />...Height to Top = <br />0.00 ft <br />...Height to Bottom = <br />0.00 ft <br />Load Type = <br />Wind (W) <br />(Service Level) <br />Wind on Exposed Stem = <br />16.2 psf <br />(Strength Level) <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />may, lS. <br />Approved <br />-FOR P_ERKIT-1-SS-�NCE <br />Project File: gti.ec6 <br />(C) ENERCALC INC 1983-2L <br />Master ID: <br />Date: <br />Adjacent Footing Load <br />Adjacent Footing Load = <br />0.0 Ibs <br />Footing Width = <br />0.00 ft <br />Eccentricity = <br />0.00 in <br />Wall to Ftg CL Dist = <br />0.00 ft <br />Footing Type Spread <br />Footing <br />Base Above/Below Soil <br />at Back of Wall = <br />0.0 ft <br />Poisson's Ratio = <br />0.300 <br />