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Plans • Y � �' - oo 2.40 RECEIVED CEP 2 2 00 SEP 2 6 2005 CITY OF TIGAR BUILDING DIVISION UNITED ENGINEERING, INC. Consulting Engineering * Civil * Structural * Environmental Engineerin Planning 922 N. Killingsworth St. - Suite: 1A Telephone : (503) 289,7775 Portland, OR 97217 Fax : (503) 283 -4445 ' USA Email : jaimatimeasianreporter.corn Project Name Lot 97 Summit Ridge Project Address 12998 SW Pine View Street • Project Location Tigard, Oregon Project Code DMH - 197/3491 0 PROP f), 1NE 'fa GO1/ ,` 0 ^ Y 14, 1 EXC IME J. ° I. DISCLAIMER AND RELEASE Buyer hereby waives, releases and ren,nces 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. IL 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: Aril 29th, 2005 Lateral Load Analysis United Engineering, Inc. Lot 97 Summit Ridge - DMH 197.3491 Page 1 2 V 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 TTot 97 Sunwnit Ridge 1 Tigard, Oregon I DMH - 197/3491 Hold Down Calculations (Upper Floor) . 771 1°43-57 V = 35 • # # ## _ 1 3520 lbs I 'Suggested: S 2 ' U.L. = 10 * 8 • 35 " 0.667 = 1 1867 I 8 _ - ____ V1 L34 = 3520 * 8 - 1867 * 175 / 35 = I 0 lbs I 1 V2 t4.10°'57 5 J V = 35 * 100.6 = 1 3520 lbs Su ested D.L. as 10 • B * 35 • 0.667 = 1 1867 I I- 8 I{ V2 I 35I R = 3520 * 8 - 1867 " 17.5 / 35 = J 0 lbs I I V3 I 84150 I V= 2.5 * 841.5 = 1 2104 lbs I [Suggested: F 4 I D.L. = 10 • 8 • 25 * 0.667 = i 133 I I 8 1 V3 I 23 R = 2104 * 8 - 133 * 1.25 / 2.5 = 1 6665 lbs - V4 314.10 V = 20 * 314.1 = 1 6282 lbs I [Suggested: C 1 I l D.L. = 10 * 8 * 20 • 0.667 = 1 1067 I I 8 I V4 R = 6282 • 8 - 1067 • 10 / 20 = r 1979 lbs I 1 20 1 V5 [D1Vb0! 1 V = 0 * # # ## _ ( # # ## lbs I Suggested: # # ## # ## #1 I r—L—I D.L. = 10 • 8 0 * 0.667 = I 0 I I 8 -- V5 R= # # ## * 8 - 0 * 0 / 0 = [ # # ## lbs 1 LSI sit *,i 0 PROF 1NF • United Engineering, Inc. 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