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DATE/TIME TYPE OCCUPANCY CONST TYPE UGB: SITE: BUIEDING PERMIT 02/29/99 12:57 PERMIT NO Resident. addition/alteration STATUS R-2 ISSUED V-N TO EXPIRE PAGE 99-01854 ISSUED 02/29/1999 09/25/1999 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: 20 Left: 10 Right: 10 Rear: 20 Special: 1. CALL BEFORE YOU DIG .... IT'S THE LAW, A~ENTION: 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 (502) 222-1987), 2. THIS PLAN REVIEW WAS COMPLETED BY Mike Mendenhall on 2-22-99 This plan review covers a 900 square foot addition that in- cludes a master bedroom with bath. family room and a computer/stucLv room. 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 10 feet. drains or other approved means shall be provided to ensure positive drainage. [Sec. 401,2] 5. UNDERFLOOR DP~qINS. 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] 6. 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 that is not less than 20'in length encased with a minimum of 2" of con- crete. 2, An uncoated No. 4 reinforcing bar stubbed up at least 12" 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". [Sec. 403,4] THIS WOULD BE APPLICABLE IF A NEW SERVICE IS INSTALLED IN THIS DWELLING, 7. CONCRETE COVER. The following minimum concrete cover shall be provided for reinforcement: A. Concrete cast against and permanently exposed to earth equals 3 inches. B. Concrete exposed to earth or weather: No. 6 through 18 bar = 2 inches No. 5 bar. W31 or D31 wire and smaller = I 1/2 inches. C. Concrete not exposed to weather or in contact with ground: Slabs. walls, joists, No, 11 bar and smaller = 2/4 inches. 8. THE 11-7/8" S45 BCI FLOOR joist system shall be installed in accordance with its listing and the manufacturer's instal- lation instructions. Please have the installation instruct~ ions available during the framing inspections. 9. BP. ABP, This structure uses a combination of Brace Wall Panels (BP) and Alternate Braced Wall Panels (ABP) to meet the code requirements for lateral wall bracing. Insure that all BP's are located as indicated on the plans. The braced panel shall extend from the top plate that the roof rafter and ceiling joist are anchored to, to the treated mud sill that is anchored to the foundation stem wall, These BP or ABP need to create a complete load path from the roof to the