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DATE/TIME TYPE OCCUPANCY CONST TYPE UGB: /~M SITE: BUILDING PERMIT 08/25/98 12:54 PERMIT NO Residential accessory struct STATUS U-1 ISSUED V-N TO EXPIRE PAGE 98-06161 ISSUED 08/25/1998 02/21/1999 2 PLAN REVIEW CORMENTS AND CONDITIONS REQUIRED SETBACKS: Front: 20 Left: 5 Right: 5 Rear: 5 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) 232-1987), 2, THIS PLAN REVIEW WAS COMPLETED BY Mike Mendenhall on 8-25-98 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, 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, 401.3] 5, 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 the stubbed up bar to the footing shall be a minimum lap of 12 inches, (See Section 4108,1,2) [Sec, 402.4] 6, 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, W21 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 = 3/4 inches. 7, ANCHOR BOLTS. Foundation plates shall be bolted to the foundation with a minimum 1/2 inch diameter by 10 inch anchor bolts embedded at least 7 inches into concrete or reinforced masonry and spaced not mere than 6 feet apart with a minimum of 2 bolts per piece with one bolt within 12 inches of the end of each piece, [Fig, 403,1a] 8. 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. 9. llRUSS 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. 10. A~IC ACCESS, A readily accessible attic access shall be ~rovided to any attic area having a clear height of over 0 inches, A framed opening not less than 22 inches by 30 inches is required. [Sec. 807.1] 11. FIRESTOPPING shall be provided in the following locations, 1. In concealed spaces of stud walls, including furred spaces not to exceed 10 feet horizontally, and at the ceiling and floor level,