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MANF - 1369854
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MANF - 1369854
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Last modified
10/13/2010 11:11:36 AM
Creation date
2/9/2004 11:27:07 AM
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Permits
Permit Address
8973 SHAW SQ SE
Permit City
Aumsville
Permit Number
555-96-02806
Parcel Number
082W13C 05401
Permit Type
MANF
Permit Doc Type
Permit Document
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MARION COUNTY BUILDING INSPECTION <br /> COMMUNITY DEVELOPMENT CENTER <br /> <br /> ~85 Chumh Street NE · Room 18~ · Salem, Oregon e7~01-~70 <br />Office Houm: 8:00-4:80 · Phone: (508) M8~147 · 24-HR Inepeotlon Line: (50~) 87~-4427 <br /> <br />DATE/TXNE <br />TYPE <br />OCCUPANCY <br /> <br /> IL4NUF~CTURED DWELLING PERMIT <br />'. B5/3~/96 14-'.31 PERMIT NO : 96-B28~6 <br />.- Ne. Hanufactured I).elling STATUS -- ISSUED <br />g R-3 ISSUED : ~5/3~/1996 <br /> TO EXPIRE : 11/26/1996 <br /> PAGE 4 <br />not' allow passage of an object 6 in, or p~ore in diameter'*. <br />Horizorttal spacinq between the vertical ~eptbers in required <br />guardrails shall §e a ~axi~u~ of 4 inches at the heap'*est <br />point between the r~e~bers. (R-214.2) <br />OH[.Y ONE DWELLING ALLOWED ON PROPERTY. EXISTING RESIDENCE S <br />HAL. L RE REMOVED OR DECOMMISSIONED UPi3N OCCUPANCY OF REF'LACEM <br />EHT DWELLING. <br />ALL. CDHPOHETS OF THE FOUNDATION SUPPORT SYSTEM REQUIRING TES <br />TS SHALL BE TESTED TO THEIR DEAD LOAD PLUS SUPERIMPOSED LIVE <br />LOAD EQUAL TO 3 TINES THE REQUIRED LIVE [.GAD USING TEST PROC <br />EDURES IH ~24 CFR 32~.401 AS PUBLISHED OCTOBER 25, 1~93 IN <br />VOL. 5B HO. 284 OF THE FEDERAL REGISTER. (SECTION 303(h) of <br />the 19~ OREGON HAHUFACTURED DWELLIHG STANDARD) <br />EACH PREFABRICATED PIER, LOAD BEARING DEVICE AND SUPF'ORT SHA <br />LL BE PERMANENTLY MARKED OR LABELED IH COMPLIANCE WITH 199& <br />OREG~)N HAHUFACTURED DWELLING STANDARD. SECTION 383(i) AND SH <br />ALL BE IHS~ALLED IN ACCORDANCE WITH THE STANDARDS AND MANUFA <br />CTIJR~SR'S INSTALLATI~]H INSTRUCTIONS, WHICH NEED TO BE PROVIDE <br />P TO THE INSPECTOR AT THE SITE. <br />THESE PIERS ARE LISTED FOR A &OSBt L(}AD WHICH WORKS FOR REQU <br />IREP BLOCKIHG AT THE I-BEANS AND PERIMETER. THE REQUIRED <br />BL[}CKING AT THE MARRIAGE LINE FOR SUPPORT COLUMNS MAY BE OVE <br />R THIS &880t LOAP AND MULTIPLE PIERS OR SOME ALTERNATE BLOCK <br />ING METHOD HAY BE HEEDED FOR THE LARGER COLUMN LOADS. <br /> <br /> <br />
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