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CITY OF SANTA ANA <br />Planning and Building Agency <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr- <br />Cantilevered Retaining Wall <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 />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 />Approved <br />_-MR-P-E-RMJT-ISS ANCE <br />Project Fite: gti.ec6 1 <br />(c) ENERCALC INC 1983-2023 ! <br />Master ID: <br />Date: — — -- — <br />25.00 in <br />12.00 in <br />Hooked embedment length into footing for #5 bar specified in this stem design segment = 5.51 in <br />As Provided = 0.1550 in2/ft <br />As Required = 0.0617 in2/ft <br />