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DWELLING PERMIT <br />'DATE/TI~E 07/29/99 14~07 <br />TYPE New Single Family Dwelling <br />OCCUPANCY R-3 <br />CDNST TYPE V-N <br />UGB~ SITE: FD <br /> <br />PERMIT NO <br />STATUS <br />ISSUED <br />TO EXPIRE <br />PAGE <br /> <br />99-04654 <br />ISSUED <br />07/29/1999 <br />01/25/2000 <br />2 <br /> <br /> PLAN REVIEW COMMENTS AND CONDITIONS <br /> <br />REQUIRED SETBACKS: Front: 20 Left: 20 Right: 20 Rear: 20 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 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) 202-1987). <br /> 2. THIS PLAN REVIEW was completed by DWALTERS ON 7/28/99, <br /> This plan was reviewed under the 1996 Edition of the State <br /> of Oregon One and Two Family Dwelling Specialty Code. <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. Approved as a replacement dwelling. Existing residence must <br /> be removed, demolished or converted to an allowable non- <br /> residential use within three (3) months of the occupancy of <br /> the replacement dwelling. <br /> 5. THE FOUNDATION PLAN FROM THE ENGINEER SHOWS A 6X6 POST <br /> SUPPORTING THE END OF THE RIDGE BEAM AT THE KITCHEN WALL, <br /> THE WINDOWS SHOWN ON THE ELEVATIONS DO NOT MATCH THE WINDOW <br /> LAYOUT ON THE FLOORPLANS. <br /> BE SURE THAT THE 6X6 POST REQUITRED BY ENGINEER EXTENDS <br /> UP TO THE RIDGE BEAM! DO NOT SUBSTITUTE A POST LAMINATED UP <br /> OF STUDS!!!! <br /> WINDOWS WILL NEED TO BE REMOVED OR MOVED TO ACCOMIDATE POST. <br /> MAKE SURE THE LATERAL BRACING STILL MEETS CODE. CODE REQUIRE <br /> S THAT A BP/ABP STARTS WITHIN 8' OF EACH END OF EACH WALL <br /> SEGMENT. TALK TO ME OR YOUR BUILDING INSPECTOR. <br /> 6. ARE SOME OF THE FLOOR JOISTS DVERSPAN? <br /> THE MAXIMUM SPAN DF 2X10 DOUG, FIR-LARCH FLOOR JOISTS IS: <br /> #1 GRADE <br /> ~ 12" O.C, IS 18'5" <br /> 8 16" O.C, IS 16'5" <br /> @ 24" O.C, IS 13'5" <br /> #2 GRADE <br /> @ 12' O.C. IS 17'9" <br /> @ 16' O.C. IS 15'5" <br /> @ 24" O.C. IS 12'7" <br /> DO NOT INSTALL FLOOR JOISTS OVERSPAN! <br /> 7, SUPPORT IS REQUIRED UNDER THE STAIR LANDING AND THE STRINGER <br /> S, <br /> 8, THE GARAGE ATTIC IS DESIGNED FOR IOPSF, NOT 20PSF AS <br /> REQUIRED BY CODE, SUBMIT ENGINEERING CALCULATIONS FOR A <br /> 20PSF FLOOR LIVE LOAD AND TWO COPIES OF A NEW PLAN SHEET <br /> (GARAGE SECTION ONLY) TO ME FOR REVIEW. THE FRAMING CANNOT <br /> BE SIGNED OF UNTIL THIS INFORMATION IS SUBMITTED AND <br /> APPROVED! <br />9. THERE ARE FEW DETAILS SUBMI~ED FOR THE ROOF FRAMING, THE <br /> ROOF FRAMING MUST MATCH WHAT IS DN THE RLANS. HOWEVER, <br /> CONSTRUCTION DETAILS NOT SUBMITTED SHALL BE FIELD EVALUATED <br /> BY THE BUILDING INSPECTOR. <br />10. THE SEPTIC TANK MUST BE AT LEAST 5' FROM THE FOUNDATION OF <br /> THE HOME. <br />11. GROUNDING ELECTRODES, When concrete reinforcing bars are <br /> installed in concrete footings, the following requirements <br /> shall be met to provide for a grounding electrode system: <br /> 1. Uncoated No. 4 reinforcing bar installed not less <br /> 20 feet in length encased with a minimum of 2 inches of ' <br /> concrete. <br /> 2. An uncoated No. 4 reinforcing bar stubbed up at least <br /> 12 inches above the floor plate line and tightly attached to <br /> the reinforcing bar located in the footing. The spliced lap <br /> of the staubbed up bar to the footing shall be a minimum of <br /> <br /> <br />