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.4467 5 - o o 1 / UNITED ENGINEERING, INC. Consulting Engineering * Civil * Structural * Environmental Engineering * Planning 922 N. Killingsworth St. - Suite: 1A Telephone : (503) 289 -7775 Portland, OR 97217 Fax : (503) 283 -4445 USA Email : jaimelim @asianreporter.com Project Name Lot 66 Summit Ridge Project Address 13097 SW Hazelcrest Way Project Location Tigard, Oregon Project Code DMH - 170/3441 % PROF •', cry fi / 14. , EXCLUSION OF LIABILITIES I. DISCLAIMER AND RELEASE Buyer hereby waives, releases and renounces all warranties (express or implied), obligations and liabilities of United Engineering, Inc. and all other rights and claims and all other remedies against United Engineering, Inc. with respect to any nonconformity, improper installation, workmanship or material. II. EXCLUSION OF CONSEQUENTIAL AND OTHER DAMAGES • United Engineering, Inc. shall have no obligation of liability, whether arising in contract (including warranty), Tort (including active, passive, or imputed negligence) or otherwise, for loss or use, revenue or profit, or for any other incidental or consequential damage. Date: March 25, 2005 Lateral Load Analysis Revised July 27, 2005 United Engineering, Inc. Lot 66 Summit Ridge - DMH 170.3441.xls Page 1 1 UNITED ENGINEERING, INC. Consulting Engineering * Civil * Structural * Environmental Engineering * Planning ■ . 922 N. Killingsworth St. - Suite: 1A Portland, OR 97217 USA Telephone : (503) 289 -7775 Email : jaimelim @asianreporter.com Fax : (503) 283 -4445 Lot 66 Summit Ridge Tigard, Oregon DMH - 170/3441 Upper Floor VI Trib 20 VI Wall 41 V1 Hold 18 VI Ceiling 8 V2 Trib 20 V2 Wall 42 V2 Hold 16 V2 Ceiling 8 V3 Trib 18 V3 Wall 17 V3 Hold 2.5 V3 Ceiling 8 V4 Trib 28 V4 Wall 22 V4 Hold 9.5 V4 Ceiling 8 V5 Trib 10 V5 Wall 13 V5 Hold 2.5 V5 Ceiling 8 Main Floor MI Trib 20 M1 Wall 43 Ml Hold 18 M1 Ceiling 9 M2 Trib 20 M2 Wall 35 M2 Hold 17 M2 Ceiling 9 M3 Trib 18 M3 Wall 16.5 M3 Hold 3.5 M3 Ceiling 9 M4 Trib 28 M4 Wall 23 M4 Hold 9 M4 Ceiling 9 M5 Trib 10 M5 Wall 4.047 M5 Hold 1.88 M5 Ceiling 6.5 Main Floor Wind Load = 13.2 IX feet above ground = 15 Wind Force Main Floor = 198 I United Engineering, Inc. Lot 66 Summit Ridge - DMH 170.3441.xls Page 1 r • UNITED ENGINEERING, INC. Consulting Engineering * Civil * Structural * Environmental Engineering * Planning . . 922 N. Killingsworth St. - Suite: lA Portland, OR 97217 USA Telephone : (503) 289 -7775 Email : jaimelim@asianreporter.com Fax : (503) 283 -4445 Lot 66 Summit Ridge Tigard, Oregon DMH - 170/3441 Lateral Load Summary Upper Floor Vl = 124.86 PLF 5119 / 41 V2 = 121.89 PLF 5119 / 42 V3 = 204.55 PLF 3477 / 17 V4 = 349.03 PLF 7679 / 22 V5 = 138.91 PLF 1806 / 13 Main Floor M1 = 211.15 PLF 20 * 198 = 3960 I + 5119 = 9079 / 43 M2 = 259.41 PLF 20 * 198 = 3960 I + 5119 = 9079 / 35 M3 = 426.74 PLF 18 * 198 = 3564 I + 3477 = 7041 / 16.5 M4 = 574.90 PLF 28 * 198 = 5544 I + 7679 = 13223 / 23 M5 = 935.46 PLF 10 * 198 = 1980 I + 1806 = 3786 / 4.047 • United Engineering, Inc. Lot 66 Summit Ridge - DMH 170.3441.xls Page 1 i f UNITED ENGINEERING, INC. Consulting Engineering * Civil * Structural * Environmental Engineering * Planning . . 922 N. Killingsworth St. - Suite: 1A Portland, OR 97217 USA Telephone : (503) 289 -7775 Email : jaimelim@asianreporter.com Fax : (503) 283 -4445 Lot 66 Summit Ridge Tigard, Oregon DMH - 170/3441 Hold Down Calculations (Main Floor) I Ml L 211.15 I V = 18 * 211.1 = 1 3801 lbs I ISuggested: S 6 D.L. = 10 * 9 * 18 * 0.667 = 1 1080 I I 9 I M1 R = 3801 * 9 - 1080 * 9 / 18 = 1 1360 lbs I I 18I I M2 I 259.41 I V= 17 259.4 = 1 4410 lbs I Suggested: S 6 1I--1, (—A—) D.L. = 10 * 9 * 17 * 0.667 = 1 1020 I I 9 I M2 I 17I R = 4410 * 9 - 1020 * 8.5 / 17 = 1 1825 lbs I M3 I 426.74 I V = 3.5 * 426.7 = 1 1494 lbs I Suggested: C 6 I D.L. = 10 * 9 * 3.5 * 0.667 = 1 210 I I 9 I{ M3 4 I R = 1494 * 9 - 210 * 1.75 / 3.5 = 1 3736 lbs I M4 I 574.90 I V = 9 574.9 = 1 5174 lbs I Suggested: D 7 J D.L. = 10 * 9 * 9 * 0.667 = 1 540 I I 9 I M4 I 9 I R = 5174 * 9 - 540 * 4.5 / 9 = 1 4904 lbs I I M5 I 935.46 I V = 1.88 * 935.5 = 1 1759 lbs I Suggested: G 8 H D.L. = 10 * 6.5 * 1.88 * 0.667 = I 81 I I 6.5 I M5 I 2 i R = 1759 * 6.5 - 81 * 0.94 / 1.88 = 1 6040 lbs I United Engineering, Inc. 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