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DATE/TIME <br />TYPE <br />OCCUPANCY <br />CONST TYPE <br />UGB: AM SITE: <br /> <br /> BUILDING PERMIT <br />05/13/98 14:20 PERMIT NO <br />Commercial addition/alteration STATUS <br />A-2 ISSUED <br />V-N TO EXPIRE <br /> PAGE <br /> <br />98-02278 <br />ISSUED <br />05/12/1998 <br />11/09/1998 <br /> 2 <br /> <br />PLAN REVIEW COMMENTS AND CONDITIONS <br /> <br />REQUIRED SETBACKS: Front: 20 Left: 5 Right: 5 Rear: 5 Special: <br /> <br />1. THIS PLAN REVIEW WAS COMPLETED BY M. JONES ON 04/29/98. <br />2. 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 />3, This is a plan review covering the alterations to the above <br /> existing building. This review is based on the regulations <br /> of the Oregon State Structural Specialty Code ('94 UBC) <br /> 1996 Edition. <br /> THIS ALTERATION CONSISTS OF NEW METAL ROOF COVERING TO BE <br /> INSTALLED. <br />4. METAL ROOFING. (OSSC Sec 1507.8) <br /> Metal roofing exposed to the weather shall be corrosion <br /> resistant. <br /> Corrugated or ribbed steel shall not be less than 0.012 inch <br /> (No. 20 galvanzied sheet gage), <br /> Flat steel sheets shall not be less than 0.013 inch (No. 20 <br /> galvanized sheet gage). Other ferrous sections or shapes <br /> shall not be less than No. 26 galvanized sheet gage, <br /> Flat nonferrous sheets shall not be less than 0,0159 inch <br /> (No. 28 B&S gage). Other nonferrous sections and shapes shal <br /> 1 not be less than 0.0179 inch (No.25 B&S gage), <br /> <br /> <br />