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DATE/TIME TYPE OCCUPANCY CONST I=FPE UGB: SITE: BUILDING PERMIT 05/15/98 13:17 PERMIT NO Resident, add1 tion/al teration STATUS R-3 ISSUED V-N TO EXPIRE PAGE 98-02832 ISSUED 05/15/1998 11/11/1998 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: Left: 20 Right: 20 Rear: 20 Special: 1. THIS PLAN REVIEW WAS COMPLETED BY M. JONES ON 04/30/98, 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. 3. 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, 4. SELF SUPPORTIVE. ['97 OMDS Sec 807(b)] The addition shall be designed and constructed as a free- standing, self supporting structure and may only be attached to a manufactured dwelling to provide a weather seal, 5. FINISHED GP~qDE, 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, 402,1a, Section 404.1,2] 6, CRAWL HOLE. Provide an access crawl hole to the underfloor space. The minimum size opening required is 18 inches by24 inches, [Sec. 409.2] 7. THE TJI FLOOR joist system shall be installed in accordance with its listing and the manufacturer's installation in- structions, Please have the installation instructions available during the framing inspection. 8. 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)] 9. 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. 10. THE VAULTED CEILING area is reduired to be insulated to a minimum of R-30. Two approved methods are: 1. Provide R-30 insulation, a complete vapor barrier, and a minimum of one inch clear air space above the insulation for ventilation, Each bay shall be cross ventilated. 2, Completely fill each bay with a minimum of R-30 (non- compressed) insulation, leaving no air space. Provide a complete vapor barrier, The perimeter of the insulated area shall have an airtight barrier (i,e. tight blocking) This method, while permissible, may void the warranty on the roof sheating and roofing material because of excessive heat buildup. 11. EVERY SLEEPING ROOM shall have at least one openable window or exterior door approved for emergency egress or rescue. The window sill height shall not be more than 44 inches above the floor. The minimum net clear opening is 5.7 square feet. The minimum net clear opening height shall be 22 inches, The minimum net clear opening width shall be 20 inches, Exception: Grade floor windows may have a minimum net clear opening of 5 square feet. [Sec. 310.2, 210.2.1] 12. ENCLOSED ACCESSIBLE SPACE under stairs shall have walls and soffits protected on the enclosed side with 1/2 inch gypsum board. [Sec. 310,3] 13. 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 22 inches with one handrail. 28 inches with twe, The minimum required stair tread width is 9 inches. The maximum stair rise is 8 inches. When risers are closed,