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DATE/TIME TYPE OCCUPANCY CONST TYPE UGB: DT SITE: DWELLING PERMIT 08/24/99 16:40 PERMIT NO New Single Family Dwelling STATUS R 3 ISSUED V-N TO EXPIRE PAGE 99-06416 ISSUED 08/24/1999 02/20/2000 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: 20 Left: 5 Right: 5 Rear: 15 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 8-24-99 This plan was reviewed under the 1995 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 10 feet. drains or other approved means shall be provided to ensure positive drainage. [Sec. 401.3] 5. 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 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 not less than 3" from the bottom of the footing and not less than 20' in length encased with a minimum of 2" of concrete. 2. An uncoated No, 4 rebar stubbed up at least 12" above the floor plate line and tightly attached to the rebar in the footing with a minimum of 3 wire ties, The spliced lap of the stubbed up bar to the footing bar shall be a minimum of 12". (See Section 4108.1.2) [Sec. 403.4] 7. WATERPROOFING REQUIRED. Foundation walls enclosing habitable or storage space shall be waterproofed. Sec,406.2 Drains shall be provided around all concrete foundations enclosing habitable or usable spaces located below grade. Sec.405,1 8. GUSSETS. The conection of the post to the beams shall be gusseted. The bottom of the post shall be restrained to prevent lateral displacement on all columns over 4 feet in length. Ask your qnspector about approved restraining methods. [Sec. 408.3] 9. UNDERFLOOR VENTILATION. Provide at least one square foot of underfloor ventilation for each 150 square feet of crawl space area, The openings shall be covered with a corrosion resistant wire mesh. At least one such opening shall be provided within 2 feet of each corner of the building. Vents may be omitted on one side. The intent of this sec- tion is to try and provide good cross ventilation of the crawl space, Sec.409,1 10. A GROUND COVER shall be installed on the ground in the crawl space. Ground cover shall be 6 mil black polyethylene or other approved material of equivalent perm-rating. Ground cover shall be lapped 12 inches at all joints and cover the