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DATE/TIME <br />TYPE <br />OCCUPANCY <br />CONST TYPE <br />UGB: DT SITE: <br /> <br /> BUILDING PERMIT <br />04/]4/99 16:28 PERMIT NO <br />Commercial addition/alteration STATUS <br />M ISSUED <br />V-N TO EXPIRE <br /> PAGE <br /> <br />99-00471 <br />ISSUED <br />04/14/1999 <br />10/11/1999 <br /> 2 <br /> <br />PLAN REVIEW COMMENTS AND CONDITIONS <br /> <br />REQUIRED SETBACKS: Front: 20 Left: 5 Right: 5 Rear: 15 Special: <br /> <br /> 1, CALL BEFORE YOU DIG .... IT'S THE LAW. <br /> AI~FENTION: 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 WAS COMPLETED BY T COLEMAN ON 4/12/99. <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. This is a Plan Review covering the construction of the <br /> above indicated new building. Plans have been reviewed for <br /> compliance with the provisions of the Oregon State <br /> Structural Specialty Code ('97 UBC) 1998 Edition. <br /> 5. A SPECIAL INSPECTOR SHALL BE PRESENT DURING THE DRIVING OF <br /> FOUNDATION PILES, (1701.5) <br /> 6. The special inspector shall observe the work assigned for <br /> conformance with the approved design drawings and <br /> specifications, <br /> 7. The special inspector shall furnish inspection reports to <br /> the building official, the engineer or architect of record. <br /> and other designated persons. All discrepancies shall be <br /> brought to the immediate attention of the contractor for <br /> correction, then. if uncorrected, to the proper design <br /> authority and to the building official, <br /> 8, The design of the roof trusses was not. submitted with the <br /> plans and is not included in this plan review, Roof <br /> trusses are required to be designed by an Oregon registered <br /> engineer or architect. When the truss supplier is <br /> selected, submit the structural drawings and design <br /> calculations for review. (Span 38 w/ 4' & 5' CANTILEVERS) <br /> THE TRUSSES IN DETROIT MUST BE DESIGNED FOR A GROUND SNOW <br /> LOAD OF 73 POUNDS PER SQUARE FOOT, <br /> g. This site. building and facilities are required to be <br /> accessible to and useable by the physically handicapped, <br /> Details and dimensions not shown shall comply with Public <br /> Law 101-336. the Americans with Disabilities Act, Part III: <br /> Department of Justice Regulations of Friday, July 26, 1991: <br /> 28 C.F,R., Part 36, including Americans with Disabilities <br /> Act Accessibility Guidelines (ADAAG) and Public Law <br /> 100-430, the Fair Housing Act and the regulations adopted <br /> thereunder and the requirements of Chapter 11. <br />10. IF PUBLIC RESTROOMS ARE PROVIDED. THEY MUST BE ACCESSIBLE TO <br /> THE PHYSICALLY HANDICAPPED, THE RESTROOMS DO NOT COMPLY WITH <br /> ACCESSIBILITY REQUIREMENTS AS DPJNWN ON THE PLANS. <br />il. The mechanical and electrical plans are not covered by this <br /> review. Mechanical and electrical systems are required to <br /> be in compliance with applicable codes. <br />12. Note: The bottom of the foundations are to extend below the <br /> frost depth. <br /> <br /> <br />