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DATE/TIME <br />TYPE <br />OCCUPANCY <br />CONST TYPE <br />UGB: SITE: <br /> <br /> BUILDING PERMIT <br />05/20199 10:32 PERMIT NO <br />Commercial addition/alteration STATUS <br />A-3 ISSUED <br />V-N TO EXPIRE <br /> PAGE <br /> <br />99-02933 <br />ISSUED <br />05/20/1999 <br />11/16/1999 <br /> 2 <br /> <br />PLAN REVIEW COMMENTS AND CONDITIONS <br /> <br />REQUIRED SETBACKS: Front: Left: Right: Rear: Special: <br /> <br />1, CALL BEFORE YOU DIG .... IT'S THE LAW, <br /> A~ENTION: Oregon law requires you tQ 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 5/19/99. <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 alterations to the above <br /> existing building, This review is based on the regulations <br /> of the Oregon State Structural Specialty Code ('97 UBC) <br /> 1998 Edition. <br /> THE WORK CONSISTS OF ADDING FRAMING TO ELIMINATE THE LOW <br /> SLOPE PORTION OF A DUAL PITCH MANUFACTURED ROOF TRUSS TO <br /> CREATE A MONO-PITCH ROOF ON EACH SIDE OF THE RIDGE, <br /> AREA OF ALTERATION EQUALS APPROXIMATELY 1,700 SQ. FT, <br />5, REMOVE ROOF COVERING IN W~)RK AREA TO REDUCE WEIGHT OF <br /> THE ROOF STRUCTURE, THE PLYWOOD ROOF SHEATHING IS TO <br /> REMAIN IN PLACE. THE ADDED ROOF FP~AIMING IS TO ALIGN WITH <br /> THE MANUFACTURED ROOF TRUSS BELOW. THE VERTICAL SUPPORTS <br /> SHOWN ARE TO OCCUR DIRECTLY ABOVE THE VERTICAL TRUSS MEMBERS <br /> AS SHOWN ON THE DRAWING. PROVIDE A NAILER SIMILAR TO THE <br /> ONE SHOWN IN THE SECTION DETAIL, Al~[ACH THIS NAILER TO THE <br /> EXISTING ROOF FP~AMING WITH 2-16d NAILS AT EACH SUPPORT, NAIL <br /> THE ROOF SHEATHING TO THE BLOCKING WITH 8d NAILS AT 6-INCH <br /> CENTERS ALONG THE BOSOM EDGE OF THE PLYN~)OD SHEATHING. <br /> THE ABOVE ALTERATION WOULD BE CONSIDERED NON-STRUCTURAL IF <br /> THE REMAINING ROOF FRAMING IS NOT ALTERED, <br />6. This review is not ~ntended to prohibit the building <br /> inspector from requesting an evaluation of the <br /> acceptability of existing structural members that may <br /> appear to be unsafe, Existing construction not <br /> specifically detailed in the plans and structural <br /> calculations is beyond the scope of this review. <br /> <br /> <br />