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DATE/TIME <br />TYPE <br />OCCUPANCY <br />CONST TYPE <br />UGB: SITE: <br /> <br /> DWELLING PERMIT <br />01/07/99 11:20 PERMIT NO <br />New Single Family Dwelling STATUS <br />R-3 ISSUED <br />V-N TO EXPIRE <br /> PAGE <br /> <br />98-10864 <br />ISSUED <br />01/07/1999 <br />07/06/1999 <br />2 <br /> <br /> PLAN REVIEW COMMENTS AND CONDITIONS <br /> <br />REQUIRED SETBACKS: Front: 20 Left: 8 Right: 8 Rear: 8 Special: <br /> <br /> 1, CALL BEFORE YOU DIG .... IT'S THE LAW, <br /> A~ENTION: Oregon law requires you to follow rules adopted <br /> by the Oregon Utility Notification Center. Those rules are <br /> set forth in OAR 952-001-0010 through OAR 952-001-0090, You <br /> may obtain copies of the rules by calling the center. <br /> (Note: The telephone number for the Oregon Utility Notifica- <br /> tion Center is (502) 222-1987), <br /> 2, THIS PLAN REVIEW was completed by DWAI. TERS ON 1/6/99. <br /> This plan was reviewed under the 1996 Edition of the State <br /> of Oregon One and Two Family Dwelling Specialty Code. <br /> 2, Approval of submitted plans is not an approval of omissions <br /> or oversights by this office or of noncompliance with any <br /> applicable regulations of local government, <br /> 4, LOT DRAINAGE. [ots shall be provided with adequate drainage <br /> and shall be graded so as to drain surface water away from <br /> foundation walls. The grade away from foundation walls shall <br /> fall a minimum of 6 inches within the first 10 feet. Where <br /> lot lines, walls or other physical barriers prohibit <br /> 6 inches of fall within lO feet, drains or other approved <br /> means shall be provided to ensure positive drainage. <br /> [Sec, 401,2] <br /> 5, UNDERFLOOR DP~qINS. The finished grade of the underfloor <br /> surface may be located at the bottom of the footing: however <br /> where there is evidence that the groundwater table can rise <br /> to within 6 inches of the finished floor at the building <br /> perimeter or where there is evidence that the surface water <br /> does not readily drain away from the building site, the <br /> grade in the underfloor space shall be as high as the <br /> outside finished grade, unless an approved drainage system <br /> is provided. [Sec. 409,4] <br /> 6, TIM COVERT, P,E,, # 9281 STAMPED THE ENGINEERING OF THE <br /> lATERAL BP~qCING SYSTEM FOR THIS HOUSE, <br /> 7. VAPOR BARRIER. An approved vapor barrier with joints lapped <br /> not less than 12 inches shall be placed between the concrete <br /> floor slab and the base course or subgrade. Exception: The <br /> vapor barrier may be omitted from detached garages, utility <br /> buildings and other unheated accessory structures. <br /> [Sec, 505.2.3] <br />8, ENG, This structure uses an Engineered Design to meet the <br /> lateral wall bracing requirements of the code. Insure that <br /> all detailed construction requirements shown on the plans <br /> are followed, <br />9. WATER DISPERSAL, Dwellings shall have a controlled method of <br /> water disposal from roofs, All roof drainage shall be <br /> collected and discharged to the ground surface at least 5 <br /> feet from the foundation walls, or to an approved drainage <br /> system. [Sec. 801.3, 801,4] Approved drywelts must be <br /> located at least 10 feet from the building, <br />10. EVERY SLEEPING ROOM shall have at least one openable window <br /> or exterior door approved for emergency egress or rescue, <br /> The window sill height shall not be more than 44 inches <br /> above the floor, The minimum net clear opening is 5.7 square <br /> feet, The minimum net clear opening height shall be 22 <br /> inches, The minimum net clear opening width shall be 20 <br /> inches. Exception: Grade floor windows may have a minimum <br /> net clear opening of 5 square feet, [Sec. 310,2. 210.2.1] <br />11. FIREPLACE AND CHIMNEY construction shall conform to <br /> Chapter 10 of the State of Oreogn One and Two Family <br /> Dwelling Specialty Code. [Sec, 1001.1] See attached detail <br /> sheets. <br />12, CHIMNEY LOADING. Masonry chimneys shall not support loads <br /> other than their own weight unless they are designed and <br /> constructed to support the additional load, [Sec, 1001.4] <br /> <br /> <br />