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DATE/TIME <br />TYPE <br />OCCUPANCY <br />CONST TYPE <br />UGB: SITE: <br /> <br /> BUILDING PERMIT <br />08/20/98 11:30 PERMIT NO <br />Residential accessory struct STATUS <br />U-1 ISSUED <br />V-N TO EXPIRE <br /> PAGE <br /> <br />98-05845 <br />ISSUED <br />08/20/1998 <br />02/16/1999 <br /> 2 <br /> <br />PLAN REVIEW COMMENTS AND CONDITIONS <br /> <br />REQUIRED SETBACKS: Front: 20 Left: 10 Right: 10 Rear: 30 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 Utql~ty 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 (502) 232-1987). <br />2. THIS PLAN REVIEW WAS COMPLETED BY T COLEMAN ON 8/14/98. <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 />4. Approved for private non-commercial use only. <br />5. 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 ('94 UBC) 1996 Edition. <br /> STRUCTURAL DESIGN OF STEEL ARCH BY CHANDER P, NANGIA (#9096) <br /> CALCULATIONS INDICATE WALL PANELS AND KNEE PANELS ARE <br /> 20 GAUGE MATERIAL AND RIDGE PANEL IS 22 GAUGE. BUILDING IS <br /> TO BE GROUTED INTO SIDEWALL TRACK AS SHOWN ON THE DRAWINGS. <br /> ROOF APPEARS TO HAVE BEEN DESIGNED FOR A 20 POUND/SQ. FT. <br /> SNOW LOAD. THIS IS ACCEPTABLE WERE EXPOSURE CONDITIONS <br /> ALLOW A ROOF REDUCTION TO 80% OF THE MINIMUM 25 PSF GROUND <br /> SNOW LOAD. NOT APPROVED FOR DRIFTING SNOW FROM ADJACENT BLD <br />6. PLANS INDICATE A REDUCED FOOTING SIZE AT THE ENDS OF THE <br /> BUILDING, THIS IS NOT APPROVED. THE ENGINEERS DRAWING <br /> INDICATES A 10" X 16" DEEP FOUNDATION FOR ALL EDGES OF THE <br /> SLAB, A 12 X 6 FOUNDATION REQUIRES STRUCTURAL CALCULATIONS <br /> SHOWING THE ABILII~¢ OF THE FOOTING TO RESIST THE COMBINED <br /> LATERAL THRUST AND VERTICAL LOADS FROM THE STEEL FRAME ARCH, <br />7, BOTTOM OF FOOTING REQUIRED TO BE A MINIMUM OF 12-INCHES <br /> BELOW FINISHED GRADE TO RESIST FROST UPLIFT, <br /> <br /> <br />