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DATE/TIME TYPE OCCUPANCY CONST TYPE UGB: SITE: DWELLING PERMIT 07/13/99 15:02 PERMIT NO New Single Family Dwelling STATUS R-3 ISSUED V-N TO EXPIRE PAGE 99-04465 ISSUED 07/13/1999 01/09/2000 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: 20 Left: B Right: 8 Rear: 20 Special: 1. CALL BEFORE YOU DIG .... IT'S THE LAW. ATTENTION: 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) 222-1987), 2. THIS PLAN REVIEW was completed by DWALTERS ON 7/9/99. This plan was reviewed under the 1996 Edition of the State of Oregon One and Two Family Dwelling Specialty Code. 3. 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. 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 lO feet, drains or other approved means shall be provided to ensure positive drainage, [Sec, 401.3] 5. DOUBLE FLOOR JOISTS UNDER THE ENDS OF THE CANTILEVERED BRACE PANELS. (BP'S) 6. 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 perimeter or where there is evidence that the surface water does not readily drain away from the building site, the grade in the underftoor space shall be as high as the outside finished grade, unless an approved drainage system is provided, [Sec. 409.4] 7. THE STRUCTURAL SUPPORTS for decks, balconies, porches or similar structures shall be pressure-treated wood to protect against decay. [Sec, 322.1] 8. THE TJI FLOOR joist system shall be installed in accordance with its listing and the manufacturer's installation in- structions. Please have the installation instructions available during the framing inspection. 9. VAPOR BARRIER, An approved vapor barrier with joints lapped not less than 12 inches shall be placed between the concrete floor slab and the base course or subgrade. Exception: The vapor barrier may be omitted from detached garages, utility buildings and other unheated accessory structures. [Sec. 505.2,3] 10. GARAGE/CARPORT FLOOR. That area of floor used for the parking of automobiles or other vehicles shall be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry dooFway. [Sec. 309.2] 11. BP, ABP, ENG. This structure uses a combination of Brace Walt Panels (BP), Alternate Braced Wall Panels (ABP), and an Engineered design to meet the code requirements for lateral wall bracing. Insure that all BP's and ABP's and Engineered Design requirements are located as indicated on the plans and constructed as shown. I2. THE GARAGE shall be separated from the dwelling and its attic area by means of 1/2 inch gypsum ,board applied to the garage side of the wall. Where the separation is a floor- ceiling assembly, the structure supporting the separation shall be protected by 1/2 inch gypsum board or equivalent, The door between the garage and residence shall be equipped with solid wood doors not less than i 2/8 inches in thick- ness or 20-minute fire-rated, or equivalent.