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BUILD - 1514319
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BUILD - 1514319
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Entry Properties
Last modified
2/15/2013 9:25:35 AM
Creation date
11/16/2004 12:38:19 PM
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Permits
Permit Address
655 10TH PL N
Permit City
Aumsville
Permit Number
555-98-05755
Parcel Number
082W25AC13800
Permit Type
BUILD
Permit Doc Type
Permit Document
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DATE/TIME <br />TYPE <br />OCCUPANCY <br />CONST TYPE ' <br />UGB: AM SITE: <br /> <br /> BUILDING PERMIT <br />07/27/98 OB:lB PERMIT NO <br />Resident. addition/alteration STATUS <br />R-2 ISSUED <br />V-N TO EXPIRE <br /> PAGE <br /> <br />9B-05755 <br />ISSUED <br />07/27/1998 <br />01/22/1999 <br /> 2 <br /> <br /> PLAN REVIEW COMMENTS AND CONDITIONS <br /> <br />REQUIRED SETBACKS: Front: 20 Left: 5 Right: 5 Rear: 5 Special: <br /> <br />1, CALL BEFORE YOU DIG .... IT'S THE LAW. <br /> A~ENTION: 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 DWALTERS ON 7/23/98. <br /> 1996 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. RAFTERS MAY NOT BE INSTALLED OVERSPAN. <br /> MAXIMUM SPAN OF A 2X6 DF#2 RAFTER IS: <br /> 12'9" AT 16" O.C, <br /> 10'5" AT 24" O.C, <br /> MAXIMUM SPAN OF A 2X8 DF#2 RAFTER IS: <br /> 13'2" AT 24" O.C, <br /> IlqESE VALUES ARE FOR A LIGHT ROOF COVERING. SUCH AS <br /> METAL, OR FIBERGLASS. <br />5, THERE IS NO LATERAL BRACING OR UPLIFT CONSTRAINTS SHOWN ON <br /> THE PLANS,ONE METHOD THAT HAS BEEN ACCEPTED IN THE PAST IS: <br /> USE THE A~ACHED DETAIL SHEET TO CONSTRUCT BOTH END AND THE <br /> MIDDLE POST, USE POST BASES ON THE OTHER 4 POSTS, <br /> USE POST CAPS ON ALL POSTS, <br /> USE HURRICANE CLIPS ON ALL RAFTERS, <br />6, Al[ACH THE RAFTERS TO A LEDGER CONNECTED WITH LAG SCREWS(OR <br /> EQUIVALENT)OR PLACE THEM ON TOP OF THE PLATE LINE AND <br /> CONNECT THEM TO THE PLATES WITH TOENAILS AND HURRICANE CLIPS <br />7, ~INIMUM SLOPE FOR INSTALLATION OF COMP ROOFING (3 TAB) IS <br /> 2/12, <br /> MINIMUM SLOPE FDR MOST METAL FOOFS IS 1/12. <br /> DO NOT INSTALL ROOFING ON A ROOF WITH TO LOW A SLOPE. <br /> <br /> <br />
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