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DATE/TIME TYPE OCCUPANCY CONST TYPE UGB: SITE: BUILDING PERMIT 03/24/99 10:35 PERMIT NO Residential accessory struct STATUS U-1 ISSUED V-N TO EXPIRE PAGE 99-01745 ISSUED 03/24/1999 09/20/1999 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: 20 Left: 5 Right: 5 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 DM ON 3/1t/99. 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. An attached garage shall be designed and constructed as a free-standing, self-supporting structure and may only be attached to a manufactured dwelling with appropriate flash- ing or sealing materials to provide a weather seal (Section 807(b) Manufactured Dwelling Code). 5. The garage shall be completely separated from the manufac- tured dwelling er cabana includi~g,,attic and crawl space areas by means of 1/2 inch type X gypsum board or its equivalent. The door between the garage and manufactured dwelling shall be a solid wood door not less than 1 2/8 inch in thickness, a 20-minute fire-rated door, or equivalent. (Section 807(d)(1.2) Oregon Manufactured Dwelling Code Stan) 6. NO exhaust vent, combustion air vent, return air vent, con- densation drain, or any other vent may terminate inside the attached garage, Any vent or condensate drain that terminates in the garage shall be extended to the exterior of the building. (Section BO7(d)(3) Oregon Manufactured Dwelling Code Standards). 7, 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. 8. CONCRETE SPECIFICATIONS. Basement walls and foundations not exposed to the weather, basement slabs and interior slabs on grade, except garage floor and steps exposed to the weather shall have a minimum compressive strength of 2500 psi. Basement walls, foundation walls, exterior walls, and other veritical concrete work exposed to the weather, porches, carport slabs, and steps exposed to the weather, and garage floor slabs shall have a minimum specified compressive strength of 3000. Concrete shall be air entrained. Total air content (percent by volume of concrete) shall not be less than 5 percent or more than 7 percent. [Sec. 402.2, Table 402.2] 9. LOT DP~AINAGE. 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]