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f 0.25 <br />Foundation Checks <br />Sliding <br />HLS PUD <br />PuD*f*(Cv+ <br />1)mLS DCRslide HIO PUD <br />PuD*f*(Cv <br />+1)mIO DCRslide <br />[kip][kip][kip][-][-][kip][kip][kip][-][-] <br />1.A 31.6 9.9 4.96 8 0.80 14.8 9.9 4.96 5 0.60 <br />1.B 48.9 15.1 7.54 8 0.81 22.9 15.1 7.54 5 0.61 <br />1.5 199.2 54.5 27.27 8 0.91 93.5 54.5 27.27 5 0.69 *PUD includes dead load of grade beam + 5 ft width of SOG <br />2.1 184.6 62.9 31.46 8 0.73 86.6 62.9 31.46 5 0.55 <br />2.2 86.9 61.9 30.94 8 0.35 40.8 61.9 30.94 5 0.26 <br />3 181.8 62.9 31.43 8 0.72 85.3 62.9 31.43 5 0.54 <br />3 105.4 28.0 14.00 8 0.94 49.5 28.0 14.00 5 0.71 *PUD includes dead load of grade beam + 5 ft width of SOG <br />3.5 204.2 52.8 26.39 8 0.97 95.8 52.8 26.39 5 0.73 *PUD includes dead load of 3ft slab width each side of wall <br />6.2 27.3 10.8 5.42 8 0.63 12.8 10.8 5.42 5 0.47 <br />6.3 19.1 7.8 3.91 8 0.61 8.9 7.8 3.91 5 0.46 <br />6.4 38.7 12.7 6.33 8 0.76 18.2 12.7 6.33 5 0.57 <br />6.5 48.0 15.5 7.73 8 0.78 22.5 15.5 7.73 5 0.58 <br />A.1 56.1 28.3 14.17 8 0.50 26.3 28.3 14.17 5 0.37 <br />A.2 88.3 44.1 22.05 8 0.50 41.4 44.1 22.05 5 0.38 <br />A.3 78.1 39.1 19.55 8 0.50 36.6 39.1 19.55 5 0.37 <br />B.1 267.1 63.4 31.68 8 1.05 125.3 63.4 31.68 5 0.79 <br />B.2 162.6 48.2 24.09 8 0.84 76.3 48.2 24.09 5 0.63 <br />D.1 191.0 67.8 33.89 8 0.70 89.6 67.8 33.89 5 0.53 <br />D.2 171.0 57.5 28.74 8 0.74 80.3 57.5 28.74 5 0.56 <br />E.1 35.2 33.7 16.83 8 0.26 16.5 33.7 16.83 5 0.20 <br />E.2 27.0 26.0 12.98 8 0.26 12.7 26.0 12.98 5 0.20 <br />E.4 60.4 57.2 28.62 8 0.26 28.3 57.2 28.62 5 0.20 <br />New <br />Drawing <br />GL <br />N/S <br />Direction <br />E/W <br />Direction <br />18 of 100 <br />1327 S Grand Ave <br />12/12/2024