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Cantilevered Retaining Wall <br />LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 <br />Project File: saint andrew (Melqartengineer5@outlook.com).ec6 <br />Project Title:Saint Andrew <br />Engineer:LR <br />Project ID:23-12434 <br />Project Descr: <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 = 9882.56 psi <br />Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) =25.00 in <br />Development length for #5 bar specified in this stem design segment =12.35 in <br />Hooked embedment length into footing for #5 bar specified in this stem design segment =6.39 in <br />As Provided =0.4650 in2/ft <br />As Required =0.2228 in2/ft <br />P1.115P1.115 <br />1700 E St Andrew Pl - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024