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DATE/TIME <br />TYPE <br />OCCUPANCY <br />CONST TYPE <br />UGB: SITE: <br /> <br /> DWELLING PERMIT <br />11/25/98 15:29 PERMIT NO <br />New Single Family Dwelling STATUS <br />R-2 ISSUED <br />V-N TD EXPIRE <br /> PAGE <br /> <br />98-09223 <br />ISSUED <br />11/25/1998 <br />05/24/1999 <br />2 <br /> <br /> PLAN REVIEW COMMENTS AND CONDITIONS <br /> <br />REQUIRED SETBACKS: Front: 20 Left: 10 Right: 10 Rear: 20 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 D. MARET ON 11-16-98, <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, Approved as a replacement dwelling, Existing residence must <br /> be removed, demolished or converted to an allowable non- <br /> residential use within three (2) months of the occupancy of <br /> the replacement dwelling, <br /> 5, CONCRETE COVER. The following minimum concrete cover shall <br /> be provided for reinforcement: <br /> A, Concrete cast against and permanently exposed to earth <br /> equals 3 inches, <br /> B. Concrete exposed to earth or weather: <br /> No, 6 through 18 bar = 2 inches <br /> No, 5 bar, W$1 or D21 wire and smaller = 1 1/2 inches, <br /> C, Concrete not exposed to weather or in contact with <br /> ground: Slabs, walls, joists, No, 11 bar and smaller = <br /> 2/4 inches, <br /> 6. LOT DRAINAGE. Lots 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 p~sical barriers prohibit <br /> 6 inches of fall within 10 feet, drains or other approved <br /> means shall be provided to ensure positive drainage. <br /> [Sec, 401.2] <br /> 7. CONCRETE SPECIFICATIONS, Basement walls and foundations not <br /> exposed to the weather, basement slabs and interior slabs on <br /> grade, except garage floor and steps exposed to the weather <br /> shall have a minimum compressive strength of 2500 psi, <br /> Basement walls, foundation walls, exterior walls, and other <br /> veritical concrete work exposed to the weather, porches. <br /> carport slabs, and steps exposed to the weather, and garage <br /> floor slabs shall have a minimum specified compressive <br /> strength of 3000, Concrete shall be air entrained, Total <br /> air content (percent by volume of concrete) shall not be <br /> less than 5 percent or more than 7 percent, [Sec. 402,2, <br /> Table 402.2] <br /> 8, FOUNDATION CRIPPLE WALLS less than 14 inches in height shall <br /> be sheathed with wood structural panels attached to both the <br /> top and bottom plates in accordance with Table 602,2a or <br /> shall be constructed of solid blocking. [Sec. 602.8,1] <br />9, UNDERF[OOR DRAINS. 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 /> ~erimeter or where there is evidence that the surface water <br /> oes 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 />10, BP, This structure uses Brace Wall Panels (BP) to meet the <br /> code requirement for lateral wall bracing, Insure that all <br /> BP's are located as indicated on the plans, <br /> <br /> <br />