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BUILDING PERMIT DATE/TIME 10/15/99 13:47 TYPE Resident. addition/alteration OCCUPANCY R-3 CONST TYPE V-N UGB: SITE: FD PERMIT NO STATUS ISSUED TO EXPIRE PAGE 99-07587 ISSUED 10/15/1999 04/12/2000 REQUIRED SETBACKS: Front: PLAN REVIEW COMMENTS AND CONDITIONS Left: Right: Rear: 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 (502) 232-1987), 2. THIS PLAN REVIEW WAS COMPLETED BY S. Freilinger on 10/12/99, 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. ACCEPTABILITY. This plan review covers the addition to and/ or alteration of an existing structure. This review is not intended to prohibit the building inspector from requesting an evaluation of the acceptability of existing structural members that may appear to be unsafe. Existing construction not specifically detailed in the submitted plans and struc- tural calculations is beyond the scope of this review. 5. DESIGNER RESPONSIBILITY, The plans submitted do not clearly show all the required framing details. It is the designer's responsibility to size all structural members and fasteners for the appropriate loads and have them shown on the plans, [Sec. 112,1] 6. THE STRUCTURAL SUPPORTS for decks, balconies, porches or similar structures shall be pressure treated wood to protect against decay. [Sec. 222.1] * PROTECT AND ENCLOSE THE UNDERSIDE OF THE CANTILEVERING * * FLOOR JOISTS WHICH SUPPORTS THE DECKS ON BOTH SIDES OF * * NEW BEDROOM. * 7. 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, 8, CEILING HEIGHT, Habitable rooms, except kitchens, shall have a ceiling height of not less than 7 feet 6 inches for at least 50 percent of their required areas, Not more than 50 percent of the required area may have a sloped ceiling less than 7 feet 6 inches in height with no portion of the required areas less than 5 feet in height. If any room has a furred ceiling, the prescribed ceiling height is required for at least 50 percent of the area thereof, but in no case shall the height of the furred ceiling be less than 7 feet, Exception: Beams and girders spaced not less than 4 feet on center may project not more than 6 inches below the required ceiling height. [Sec. 305,1] 9. STRUCTURAL RIDGE BEAM. When ceiling joist and rafter ties are omitted and the rafters are used to create a cathedral ceiling, a ridge beam capable of carrying the imposed roof loads and supported by structural elements which transmit the loads to the foundation is required. [Sec. 802,2,1] **THE DOUBLE 2X12 RIDGEBEAM IS NOT CAPABLE OF CARRYING THE** **IMPOSED ROOF LOADS** 10. 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 ~ feet on center. Rafters shall be framed to ridge board or to each other with gusset plate as a tie. [Sec. 802,3] * PROVIDE RAFTER TIES AS NOTED ABOVE AND AS DETAILED ON * * THE PLANS WITH A B~CE/SUPPORT UP TO THE RAFTERS OR THE * * RIDGE, *