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Roof Height 15 ft <br />Overturning Checks <br />Roof Max Trib Span Roof Dead Load Wall Self-Weight 0.9D LS MOT IO MOT Restoring Moment DCRLS DCRIO <br />[ft][plf][plf][plf][kip-ft][kip-ft][kip-ft][-][-] <br />1.A 2 60 288 313 42 50.5 31.8 1.33 1.59 <br />1.B 2 60 288 313 65 78.2 76.4 0.86 1.02 <br />1.5 2 60 150 189 267 318.7 88.4 3.02 3.61 <br />2.1 2 60 150 189 247 295.2 6.8 36.20 43.24 <br />2.2 2 60 150 189 116 138.9 1.5 76.93 91.89 <br />3 2 60 150 189 244 290.9 50.0 4.87 5.82 <br />3 2 60 288 313 141 168.7 78.1 1.81 2.16 <br />3.5 2 60 150 189 273 326.6 38.8 7.06 8.43 <br />6.2 2 60 288 313 37 43.7 24.1 1.52 1.81 <br />6.3 2 60 288 313 26 30.5 11.8 2.17 2.59 <br />6.4 2 60 288 313 52 61.9 48.4 1.07 1.28 <br />6.5 2 60 288 313 64 76.9 74.7 0.86 1.03 <br />A.1 18.25 548 288 752 75 89.8 160.6 0.47 0.56 <br />A.2 18.25 548 288 752 118 141.2 397.1 0.30 0.36 <br />A.3 18.25 548 288 752 105 124.9 310.8 0.34 0.40 <br />B.1 35.25 1058 150 1087 358 427.3 615.9 0.58 0.69 <br />B.2 35.25 1058 150 1087 218 260.2 228.4 0.95 1.14 <br />D.1 32 960 150 999 256 305.5 674.6 0.38 0.45 <br />D.2 32 960 150 999 229 273.6 541.2 0.42 0.51 <br />E.1 15 450 288 664 47 56.3 263.5 0.18 0.21 <br />E.2 15 450 288 664 36 43.2 154.7 0.23 0.28 <br />E.4 15 450 288 664 81 96.6 775.8 0.10 0.12 <br />*DCR greater than 1.0 signifies that uplift force <br />needs to be checked per 41-17 and holdowns may <br />need to be added <br />41-17 Eq. 7-6 <br />New Drawing GL <br />N/S Direction <br />E/W Direction <br />13 of 100 <br />1327 S Grand Ave <br />12/12/2024