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DATE/TIME TYPE OCCUPANCY CONST TYPE UGB: AM SITE: DWELLING PERMIT 04/26/99 08:20 PERMIT NO New Single Family Dwelling STATUS R-3 ISSUED V-N TO EXPIRE PAGE 99-02553 ISSUED 04/26/1999 10/23/1999 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: 20 Left: 8 Right: 8 Rear: 8 Special: 10. A~IC VENTS. 1. CALL BEFORE YOU DIG .... IT'S THE LAW. AI~FENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the center. (Note: The telephone number for the Oregon Utility Notifica- tion Center is (503) 232-1987). 2, THIS PLAN REVIEW was completed by D, MARET ON 4-22-99. This plan was reviewed under the 1996 Edition of the State of Oregon One and Two Family Dwelling Specialty Code. 2. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. 4. GROUNDING ELECTRODES. When concrete reinforcing bars are installed in concrete footings, the following requirements shall be met to provide for a grounding electrode system: 1. Uncoated No, 4 reinforcing bar installed not less 20 feet in length encased with a minimum of 2 inches of concrete. 2, An uncoated No. 4 reinforcing bar stubbed up at least 12 inches above the floor plate line and tightly attached to the reinforcing bar located in the footing. The spliced lap of the staubbed up bar to the footing shall be a minimum of 12 inches. (See Section 4108,1.2) [Sec, 403.4] 5. LOT DRAINAGE, Lots shall be provided with adequate drainage and shall be graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6 inches within the first 10 feet. Where lot lines, walls or other physical barriers prohibit 6 inches of fall within 10 feet, drains or other approved means shall be provided to ensure positive drainage. [Sec. 401,2] 6. ON GPJ~DED SITES, the toe of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent, The Building Official may approve alternate elevations, provided it can be demonstrated that required drainage to the point of discharge and away from the structure is provided at all locations on the site, [Sec. 401.6:1.4] 7. BEAMS. Provide a minimum of 3 inches of bearing for beams or girders that bear on masonry or concrete. The ends of beams or girders that enter masonry or concrete or walls shall be provided with a minimum one half inch of clearance on the top, sides and ends, or shall be of pressure treated materials, [Sec, 322.1. 502,4] 8, UNDERFLOOR DRAINS, The finished grade of the underfloor surface may be located at the bottom of the footing; however where there is evidence that the groundwater table can rise to within 6 inches of the finished floor at the building ~erimeter or where there is evidence that the surface water oes not readily drain away from the building site, the grade in the underfloor space shall be as high as the outside finished grade, unless an approved drainage system is provided, [Sec, 409,4] 9, TRUSS DESIGN. Roof trusses are required to be be designed by an Oregon registered Engineer or Architect, For trusses manufactured by an approved fabrication plant, have the design and layout drawings available at the construction site for the framing inspection, All jobsite cutting or modifications of the roof trusses shall be clearly shown in the engineer's design calculations and drawings, Provide screened attic vents with a net free