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BUILDING PERMIT DATE/TIME 04/21/99 07~48 PERMIT NO 98-07401 TYPE Resident. addition/alteration STATUS EXPIRED OCCUPANCY R-2 ISSUED 2CONST TYPE V-N TO EXPIRE 02/27/1999 ~'~V~UGB: SITE: PAGE 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: Left: Right: Rear: Special: ~~A/~- byA~eI~¢~go~ ~lili'iot~flcati[n ~enter Those rulesPare ~ set forth in OAR 952-001-0010 through 0AR'952-001-0090. You ~/~ay obtain copies of the rules by calling the center. ~- (Note: The telephone number for the Oregon Utility Notifica- \ _o/f'~ tion Center is (503) 232-1987). ~ ~ THIS PLAN REVIEW WAS COMPLETED BY S. FREILINGER ON 10/9/98. ~.,~TNJF1 ~ ~ 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. I 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 ~['~O]k~ 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. FOUNDATION / FOOTING LOADING. The foundation and its struc- tural elements shall be capable of accommodating all super- imposed live. dead and other loads according to Section 301 ~ and all lateral loads in accordance with the provisions of the Code. Fills which support footings and foundations ~.'~J shall be designed, installed and tested in accordance with accepted engineering practice. [Sec. 401.2] 7. GUSSETS. The conection of the post to the beams shall be gusseted. The bottom of the post shall be restrained to ~J~ prevent lateral displacement on all columns over 4 feet in length. Ask your inspector about approved restraining methods [Sec 408 3] 8. THE STROCTURAL'SUPP~RTS for decks, balconies, porches or similar structures shall be pressure-treated wood to protect against decay. [Sec. 322.1] 9. PROVIDE LATERAL BPJ~CING SUPPORTS FOR POSTS ON ALL DECKS MORE THAN FOUR FEET ABOVE GRADE. 10. STAIRWAYS shall not be less than 36 inches in clear width at all points between the handrail height and the required minimum headroom of 6 feet 8 inches. Minimum width from the handrail down is 32 inches with one handrail. 28 inches with two. The minimum required stair tread width is 9 inches. The maximum stair rise is 8 inches. When risers are closed, all treads less than 10 inches shall have a uniform nosing betweem 3/4 inches and i 1/4 inches. The greatest riser height/tread depth shall not exced th smallest by more than 2/8 inch. [Sec. 214.1; 314.2; 214.2.1: 314.3] ALL EXTERIOR STAIRS shall be provided with a minimum of 60 watts of incandescent light or other artificial light source rated at a minimum of 850 lumens. The illumination of exterior stairs shall be located in the immediate vicinity of the landing at the top of the stairs of required exits, and shall be controlled from inside the dwelling unit unless continuously illuminated or automatically activated. Exception: An artificial light source is not required at the top and bottom of stairs provided the artificial light source is located directly over each stair section. [Section 303.4] HAND,ILS having a minimum and maximum height of 30 inches and 38 inches, respectively, shall be pcovided on at least one si de of stairways of more than three risers. All re- quired handrails shall be continuous the full length of the 11. 12.