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DATE/TIME TYPE OCCUPANCY CONST TYPE UGB: SITE: BUILDING PERMIT 01/29/99 09:41 PERMIT NO Resident. addition/alteration STATUS R-2 ISSUED V-N TO EXPIRE PAGE 98-10985 ISSUED 01/29/1999 07/28/1999 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: 20 Left: 5 Right: 5 Rear: 24 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 D. MARET ON 1-29-99, 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. LOT DP~qINAGE. 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 lO 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, 401,2] 5, FOUNDATION CRIPPLE WALLS shall be framed of studs not less in size than the studding above. When exceeding 4 feet, such walls shall be framed of studs having the size required for an additional story, [Sec. 602,8] 6. FOUNDATION CRIPPLE WALLS less than 14 inches in height shall be sheathed with wood structural panels attached to both the top and bottom plates in accordance with Table 602.3a or shall be constructed of solid blocking. [Sec, 602.8.1] 7. CRAWL HOLE. provide access through the floor or existing fou ndation to the new family addition. Minimum size shall be 18" x 24". (SEC, 409.2) 8. 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] 9. 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, lO. BP, ENG. This structure uses Braced Panels and an Engineered Design to meet the lateral bracing requirements of the code. Insure that all BP's and Engineered Design require~nts are located as indicated on the plans and constructed as shown on the plans and on the attached engineering sheets, Il, WATER DISPERSAL. When dwellings have a controlled method of water disposal from roofs, all roof drainage shall be collected and discharged to the ground surface at least 5 feet from the foundation walls, or to an approved drainage system. [Sec. 801.3, 801.4] Approved drywells must be located at least lO feet from the building. 12. TRUSS DESIGN, Roof trusses are required to be be designed by an Oregon registered Engineer or Architect. For trusses manufactured by an approved fabrication plant, have the design and layout drawings available at the construction site for the framing inspection. All jobsite cutting or modifications of the roof trusses shall be clearly shown in the engineer's design calculations and drawings, 13. HEADERS. The maximum span for a 4" x 8" header is 8 feet: if spanning 10 feet use a minimum of 2" x lO". (SEC. 602,6) 14, SAFETY GLAZING / VARIOUS. The following shall be considered specific hazardous locations for the purposes of glazing,