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DATE/TIME <br />TYPE <br />OCCUPANCY <br />CONST TYPE <br />UGB: SITE: <br /> <br /> BUILDING PERMIT <br />0~/25/99 16:46 PERMIT NO <br />R(~sidential accessory struet STATUS <br />U 1 ISSUED <br />V.~ TO EXPIRE <br /> PAGE <br /> <br />99-02159 <br />ISSUED <br />03/25/1999 <br />09/21/1999 <br /> 2 <br /> <br />PLAN REVIEW COMMENTS AND CONDITIONS <br /> <br />REQUIRED SETBACKS~ Front: 20 Left: 10 Right: 10 Rear: 20 Special: <br /> <br />1. CALL BEFORE YOU DIG .... IT'S THE LAW. <br /> A~NTION: Oregon law requires you to follow rules adopted <br /> by ~he 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 DM ON 3/25/99 <br />2. Appooval of submitted plans is not an approval of omissions <br /> or o,Jersights by this office or of noncompliance with any <br /> applicable regulations of local government. <br />4. Approved for private non-commercial use only. <br />5. HEADER ON PORTAL FRAME SHALL BE CONTINOUS ACROSS OPENING AND <br /> EXTEND WALL TO WALL. (97.1) <br />6. TRUSS DESIGN. Roof trusses are required to be be designed by <br /> an Oregon registered Engineer or Architect. For trusses <br /> man[Jfactured by an approved fabrication plant, have the <br /> design and layout drawings available at the construction <br /> site for the framing inspection. All jobsite cutting or <br /> modifications of the roof trusses shall be clearly shown in <br /> the engineer's design calculations and drawings. <br />7. BP~ ?F ATTACHED. This strcture uses a combination of Brace <br /> Wall Panels (BP and Portal Frame(s) to meet the code re- <br /> quirements for lateral wall bracing. Insure that all BP's <br /> anc Portal Frame(s) are located as indicated on the plans <br /> ano eonstructed as shown on the plans and the attached <br /> detail sheets, <br />8. BASE A 4 inch thick base course consisting of clean graded <br /> san<l, gravel, or crushed stone shall be placed on the pre- <br /> oareJ subgrade when the slab is below grade. Exception: <br /> %he, base course is not required when the slab is installed <br /> on ~ell drained or sand-gravel soils. Check with your <br /> building inspector. [Sec. 505.2.2] <br /> <br /> <br />