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DATE/TIME TYPE OCCUPANCY CONST TYPE UGB: DT SITE: BUILDING PERMIT 06/14/00 16:29 PERMIT NO Resident, addition/alterati on STATUS R-2 ISSUED V-N TO EXPIRE PAGE 99-05971 ISSUED 06/14/2000 12/11/2000 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: 20 Left: 5 Right: 5 Rear: 15 Special: 14. ATTIC VENTS. 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 rule~ by calling the center. (Note: The telephone number for the Oregon Utility Notifica- tion Center is (503) 222-19B7), 2. THIS PLAN REVIEW WAS COMPLETED BY 2. Approval of submitted plans is not an approval 6f omissions or oversights by this office or of noncompliance with any applicable regulations of local government. 4, THIS BUILDING REQUIRES A CONTINUOUS FOUNDATION (402.1) 5, 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 m~re than 6 feet apart with a minimum of 2 bolts per piece with one bolt within t2 inches of the end of each piece. [Fig. 402.1a] 6. FINISHED GRADE, Footings shall extend not less than 12 inches below the finish natural grade. Foundation walls shall extend at least 6 inches above the finished grade adjacent to the foundation at all points, except 4 inches is allowed where masonry veneer is used. [Fig. 403.1a, Section 404.1,3] 7, FOUNDATION SIZE. Footing and Foundation size minimum re- quirements: Floors Supported: Footing Size: Stem Wall Thickness i 6" x 12" 6" 2 7" x 15" 3 8" x 18' 10" [Table 403.2] B. 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 entire surface extending full width and length of the crawl space and turn 12 inches up the foundation wall. [E 401.9.1] 9. GROUND CLEARANCE. Wood joists or the bottom of a wood structural floor closer than 18 inches or wood girders closer than 12 inches to exposed ground in crawl spaces or unexcavated areas located within the periphery of the building foundation shall be pressure treated lumber. [Sec, 322.1 (1)] 10. UNDERFLOOR VENTILATION. Provide at least one square foot of underfloor ventilation for each 1500 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 3 feet of each corner of the building. Vents may be omitted on one side, [Sec, 409.1] 11, GROUND CLEARANCE. Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less than 6 inches to the ground shall be pressure treated or decay resistant heartwood of redwood, black locust, or cedar. [Sec. 322.1(5)] 12. BP. This structure uses Brace Wall Panels (BP) to meet the code requirement for lateral wall bracing, Insure that all BP's are located as indicated on the plans. 13. RAFTERS shall be nailed to ceiling joists to form a continuous tie between exterior walls where joist are parallel to the rafters. Where not parallel, rafters shall be tied with a rafter tie, located at or near the plate as practical, Rafter ties shall be spaced not more than 4 feet on center. Rafters shall be framed to ridge board or to each other with gusset plate as a tie. [Sec. 802.3] Provide screened attic vents with a net free