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MARION COUNI /BUILDING INSPECTION COMMUNll~I DEVELOPMENT CENTER 285 Church ~rem~ NE · Room 132 · Salem, Oregon 97301-3670 Office Hours: 8:00-4:30 * Phone: (503) ~5147 · 24-HR Inspection Line: (503) 373-4427 ~TE/T][HE TYPt[ OCCUPANCY HANUFACTURED ])gELLING PERHIT .' 86/2B/96 13=16 PERHIT NO '- 96-84481 : New Hanufactured ~welling STATUS : ISSUED : R-3 ISSUED : 86/28/1976 TO EXPIRE : 12/17/1996 PAGE ~ra~uTactur~ dwe'll.f,.r~g read~ for oc~:t~p~n~y. Assig~e~J street ~tu,~bers shal.!. pm~t~,~'l nr affixed to th~ front o~ th~ dw~ll'J, nq ~o ~ contr'asti¥~ and highly visih!~,, color, not l~ss th~ four (4) inr:h~s i~ height. " - This ~nspection ~'~-lt~d~s checki~g cons~ructicm and code Y'equiYer~ent~ for a~d steps~ skirting aod ~Loderfloor ventilation arid ~ccess. A RE:~NSP~CTTON FEE O~ $60.08 shell be ~ss~sed for each inspection beyond the p~mit~e~ ~h~'ee :Lns~ctio~s o~ CL) whe~ the per~,~it card is not posted oo the ~ob sitp; (7~ for failure to provide ~ccess on the d~3te fo~' which the ins?.ection ~.s requested, (~) wh~o the work for which an inspe~T;ion :i.s rpqupst~d is oo{ co~,~plete, (4) when th~ M~nuf~ctured dwe]].inq is not insta?led wi1.1 he oe?~r)rl~e~) uoti], the re~TIs[~eEtion fee h~s been paid ~t our 1~ THIS PLAN REVIEW WAS COHPLETED BY S. FREILtNGER 0N 2. Approvel of SUbMitted plans is not an epproval of omissio~ or oversights by this office or of noocn~,~plia~ce with any appli~ah'.Le r~gula~ion~ of lo~1 government. ~. A roadside mmrk~r shall be place~ et th~ access point ~ith address numbers i~ a contr~sting end highly visible color~ ~ot less tha~ three (~) inches [o heigh[. 4. Site ~rad~ng and dra:i, na~ ~hall proviO~ grades which slope downward a~[4y floe nanu~actured d~elling stands~ foundation footinqs, concrete ~lahs~ oa~ios, walls, skirt~q, and loc ,daBious at a MZNIHUM GEA~E: OF 1/2 IRCH PER FOOT FQR 4 FEJ:T hor'J~on~lly. (Section ;~8~(c) 1~6 Ore,on Manufactured Pwp]lJmg Code Standards). ' 5. Provide at least 1 squar~ foot of und~rfloor ventilation for eech 158 sqoere feet of crawl spac~ area. The openings sh~'l. 1 b~ covered with a corrosioo resistant wire MeSh. ?~st one suri~ open~ng shall be provided within 3 feet of e,~ch corner of th~ hu~ldinq. (R-~11.1) ~ Previde ~n o~cess crewl ho~e tn tb~ underf]oor space. The MiOiMU~ size op~nin~ required is 18 inqhes by 24 inches. 7. St~krwaxs shm]% not be ].~ss than ~ f~et ~n clear width aod the h~adroe~, shell not b~ ]e~s then 6 feet 8 inches. The MltliMl.l~ reqeired stair tread width is 9 inches, fhe Max~U~ stair ri~e i~ 8 inch~s. When risers are closed ell ~r~md~ May hnve ~ uniform projection not to ~xceed '[ and 1/2 inches. ~h~ greatest riser height shall out exceed the small,st by More than ~/8 i~ch. 8. Hendrails meeting the following r~quirements shall be provided on ~t l~ast on~ side of stairways. The hand,rip portion of hendreils eball be not wor~ than 2 5/8 inches in cross-sectional dimension, or the shape shall provide an equivalent gT'ipping surface. Handrails shall De emunted between a m~nimum of 3~ inches and ~ e~aximue~ o~ ~8 inches. Th~y sha)l ~e continuous the ful.~ lengfh of the stairs. Ends shall he returned or shall ~-erminete in newel posts or ~ ~...-"~ ~ ~ ~ ~) ~.~', ~,m~ and one-half i'm *;,s 5:~wer !b~,~: '[t,¢ top o'F the t?~,':..,..hold.. (R-?I~) Excep*ki~: The landing on the