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BUILDING PERMIT <br />DATE/TIME 02/17/99 17:08 <br />TYPE Residential accessory struct <br />OCCUPANCY U-t <br />CONST TYPE V-N <br />UGB: SITE: FD <br /> <br />PERMIT NO <br />STAllJS <br />ISSUED <br />TO EXPIRE <br />PAGE <br /> <br />98-10629 <br />ISSUED <br />02/17/1999 <br />08/16/1999 <br /> 2 <br /> <br /> PLAN REVIEW COMMENTS AND CONDITIONS <br /> <br />REQUIRED SETBACKS: Front: 20 Left: 20 Right: 20 Rear: 20 Special: <br /> <br /> 1. CALL BEFORE YOU DIG .... IT'S THE LAW. <br /> ATTENTION: Oregon law requires you to follow rules adopted <br /> by the Oregon Utility Notification center, Those rules are <br /> set forth in OAR 952-001-0010 through OAR 952-001-0090. You <br /> may obtain copies of the rules by calling the center, <br /> (Note: The telephone number for the Oregon Utility Notifica- <br /> tion Center is (503) 232-1987). <br /> 2. THIS PLAN REVIEW WU COMPLETED BY M, JONES ON 12/15/98. <br /> 3, Approval of submitted plans is not an approval of omissions <br /> or oversights by this office or of noncompliance with any <br /> applicable regulations of local government. <br /> 4. APPROVED FOR FARM PURPOSES ONLY. CANNOT BE USED FOR RESIDENT <br /> IAL PURPOSES. <br /> 5. This reviewed is based on a NONFARM AGRICULTURAL BUILDING, <br /> The proposed use is a storage building for agricultural <br /> machinery. <br /> 6, NONFARM AGRICULTURAL BUILDING. (OSSC Appndix CHAP 2) <br /> Nonfarm agricultural building is a structure which by use or <br /> character of its occupancy is similar to a farm building but <br /> is not located on a farm. <br /> 7. EXTERIOR WALLS & OPENINGS. (OSSC Appendix Sec 9) <br /> Except where TABLE 6-A re§uires greater protection, exterior <br /> walls of agricultural buildings shall not be less than <br /> one-hour fire-resistive construction when less than 20 feet <br /> from the ~roperty line. <br /> Openings in exterior walls of agricultural buuildings which <br /> are less than 20 feet from property lines shall be protected <br /> by fire assemblies having a fire-protection rating of not <br /> less than three-fourths hour. <br /> 8. STRUCTURAL ENGINEER. <br /> The engineer of record for this project: <br /> <br /> Donald D. Irby <br /> Stamp Number: 11120PE <br /> M & W Building Supply <br /> 22175 S. Highway 99E <br /> Canby. OR 97013 <br /> PH: (502) 262-6953 <br /> FAX: (502) 266-7102 <br /> 9. TRUSS DESIGN, <br /> Roof trusses are required to be designed by an Oregon <br /> registered engineer or architect, For trusses manufactured <br /> by an approved fabrication plant, have the design and layout <br /> drawings available at the construction site for the framing <br /> inspection. <br /> All job site cutting or modification of roof trusses shall <br /> be clearly shown in the engineer's design calculations and <br /> drawings. <br /> If trusses are to be built at the job site, submit the <br /> engineer's design and construction plans to this office <br /> prior to the start of construction for review and approval, <br />10. LUMBER GRADES TO BE FIELD VERIFIED. <br /> The following framing members shall have the grade verified: <br /> <br /> Sidewall Columns: 6xB Hem-Fir SELECT STRUCTURAL <br /> Corner Columns: 6x6 Hem-Fir No, 1 <br /> Shed Sidewall Columns: 6x6 Hem-Fir No. 1 <br /> Purlins: 2x6 MACHINE STRESS RATED (MSR) 1650 <br /> <br /> Verification of the lumber grades shall be made either by <br /> GRADE STAMP or RECEIPT FROM LUMBER YARD SPECIFYING GRADES <br /> <br /> <br />