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Cantilevered Retaining Wail <br />LIC# : KW-06018037, Build:20.23.10.02 <br />Rebar Lap & Embedment Lengths Information <br />Stem Design Segment: Bottom <br />Stem Design Height: 0.00 ft above top of footing <br />Calculated Rebar Stress, fs = 7960.11 psi <br />CITY OF SANTA ANA <br />Project Title: <br />Engineer: <br />Planning and Building Agency <br />Project <br />10P <br />Project De Descr: <br />1p <br />Approved <br />_ P-E-P.Ma.T_ I.SSIlA N C E <br />Project File, gti.ec6 <br />Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) _ <br />Development length for #5 bar specified in this stem design segment = <br />Hooked embedment length into footing for #5 bar specified in this stem design segment = <br />As Provided = <br />As Required = <br />Master ID: <br />Date: -- <br />25.00 in <br />12.00 in <br />5.51 in <br />0.1550 in2/ft <br />0.0617 in2/ft <br />