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C1C2 IO 1.1 <br />Foundation Checks qc 7500 <br />Overturning/Bearing Pressure <br />MIO HIO PUD q mIO,bearing MCE,bearing DCRbearing mIO,uplift MCE,uplift DCRuplift <br />[kip-ft][kip][kip][psf][-][kip-ft][-][-][kip-ft][-] <br />1.A 222 14.8 9.02 555 2 141 1.57 4 249.8 0.89 <br />1.B 344 22.9 13.71 569 2 318 1.08 4 560.0 0.61 <br />1.5 1402 93.5 17.74 562 2 539 2.60 4 952.5 1.47 <br />2.1 1299 86.6 57.20 410 2 1725 0.75 4 3158.5 0.41 <br />2.2 611 40.8 56.25 403 2 1697 0.36 4 3112.6 0.20 <br />3 1280 85.3 57.14 737 2 1684 0.76 4 2846.2 0.45 <br />3 742 49.5 13.86 569 2 324 2.29 4 571.9 1.30 <br />3.5 1437 95.8 26.92 386 2 610 2.36 4 1123.0 1.28 <br />6.2 192 12.8 9.85 535 2 175 1.10 4 311.0 0.62 <br />6.3 134 8.9 7.12 521 2 94 1.43 4 167.5 0.80 <br />6.4 272 18.2 11.51 534 2 240 1.14 4 426.3 0.64 <br />6.5 338 22.5 14.06 544 2 350 0.97 4 620.9 0.54 <br />A.1 395 26.3 25.77 758 2 555 0.71 4 932.0 0.42 <br />A.2 621 41.4 40.09 775 2 1312 0.47 4 2194.8 0.28 <br />A.3 550 36.6 35.55 771 2 1037 0.53 4 1737.0 0.32 <br />B.1 1880 125.3 57.60 1020 2 2022 0.93 4 3159.6 0.60 <br />B.2 1145 76.3 43.80 1298 2 900 1.27 4 1288.9 0.89 <br />D.1 1344 89.6 61.62 1060 2 2219 0.61 4 3425.5 0.39 <br />D.2 1204 80.3 52.25 998 2 1703 0.71 4 2678.1 0.45 <br />E.1 248 16.5 30.59 676 2 881 0.28 4 1512.9 0.16 <br />E.2 190 12.7 23.59 667 2 532 0.36 4 914.9 0.21 <br />E.4 425 28.3 52.03 689 2 2498 0.17 4 4275.0 0.10 <br />*where DCR for bearing and uplift are greater than 1.0, additional calculations are provided that reduce conservatism <br />see sample calculations for additional information <br />New Drawing GL <br />N/S Direction <br />E/W Direction <br />16 of 100 <br />1327 S Grand Ave <br />12/12/2024