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MARION COUNTY BUILDING INSPECTION <br />COMMUNITY DEVELOPMENT CENTER <br /> <br />DATE/TIHE <br />TYPE <br /> <br />OCCUPAHCY <br /> <br /> 285 Church Street NE * Room 132 · Salem, Oregon 97301-3670 <br /> Office HOUr~: 8:00-4:30~~~;41i~q~ectlon Line: (503) 373-4427 <br /> : 1S/~8/96 t4:§4 PERH[T NO ~ 96~7739 <br /> : ge~ Hanufactured D~elli~ STATUS ~ ISSUED <br /> = R-3 ISSUED ; 1B/~8/1~6 <br /> TO EXPIRE ; ~4/~/1997 <br /> P~GE 3 <br /> M~nufmctur~d dwelling read~ for occupancy. Assigned street numbers shall be <br /> p~inted or affixed t~ the front of the dwelling ~n ~ contrasting and highly <br /> visible color~ not lems than four (4) i~ches in height. <br /> This ~nspection includes ~h~king construction mhd code requirements for decks <br /> and st~p% skirtin9 and uoderfloor ventilation ~nd mccess. <br /> <br />A RE~NSPECTION FEE OF $~8.88 shmlt be assessed for each iMspection bexond the <br />permitted thr~ inspections or (t) when the permit card is not poste~ <br />on the job mite~ (2) ~or failure to provide a~cesm on the date for ~hich <br />the inspection ~s requested; (~) when th~ work for which an inspection <br />requested is no~ CoM~lete~ ~4) ~hen the Manufactured dwelling is ~ot installed <br /> <br /> UIH~JN L:UHMENI~ AND CUHDZI <br /> <br /> 1. A roadside Marker shall be placed mt the access point with <br /> address numbers in a contrmstinQ and hiQhly visible color, <br /> not less than three (~) inches En heigb=. <br /> 2. THIS PLAN REVIEW WAS COMPLETED BY S. PREILINGER ON ~/~8/~. <br /> ~. Approval of submitted plm~s is not mn approval of OMissiot~s <br /> or oversights by this office or of nonCOMpliance ~ith any <br /> mpp]icab~ re~u~atJo~s of lo~:al government. <br /> 4. Site grmding and drainage sh~ll ~rovide grades which slope <br /> ~ownward away freM manufactured ~we]ling stanOs, foundation <br /> footinqs, concrete sl~bs, patios, w~lls~ skirtinq~ and <br /> founda[ions at a MINIMOM GRADF OF 1/~ IHCH PER FOOT FOR <br /> FEET horizontally. (Section :~2(c) 19~8 Oregon M~nufmctured <br /> gwel~ing Cod~ Standards). <br /> 5. ProVide at least 1 square foot of underfloor ventilation <br /> for each 158 square feet of crawl Space ~rea. lhe opeMings <br /> shall be ~ow~red with ~ corrosion resistant wire mesh. At <br /> Iems~ one such opening shall be provided within 3 feet of <br /> each corner of the building. <br /> 8. Provide an access crawl hole to the und~rfloor.space. The <br /> minimum si;m opening required is 18 :Lnches by 24 inches. <br /> <br /> 7. Stm'Crwmys shall not be less than 3 f~t in clear width ~d <br /> the heaSroom shall net be less than 6 feet 8 inches, lhe <br /> minimum required stair tread width is 9 inches. The <br /> ~,~XiMUM stair rise is 8 ~nche~. When risers are <br /> closed, all treads may haw a uniform projection not to <br /> exceed 1 anti ]/2 inches. The greatest riser height shall <br /> not exceed the smallest by more than 3/8 inch. ~R-213.1) <br /> 8. Handr'a~ls meeting the following requirements shall be <br /> provided on mt least one side of s~irways. The handgrip <br /> portion of ha~drai~s sha~l be not More than 2 5/8 incfies <br /> cross-section~l dimension, or the shape shall provide <br /> equivalent gripping surface. Handrails shall be mounted <br /> between a m~nimum of 38 inches and ~ maximu~ of 38 inches, <br /> lh~Y shall be continuous the full length of the stairs. <br /> En~s sball be returned or shall terminate in newel Posts or <br /> safety ter'miMa ls. <br /> (R-~14.1) <br /> 9. A M:iniMum 3' x 3' l~ndi~g shall be req~:~red on each side of <br /> an egress door. The floor or landing ~hmll not be ~mre <br /> than'one and one-h~lf inches lower t~an the top of the <br /> threshold. (R-212) Exception: The landing on the <br /> exterim' side of an exterior doorway shall not be More than <br /> 8 and 1/4 inches below the ~o~ of the threshold. <br /> ~. Porches, ha}conies or raise~ ~loor surfaces located more <br /> th~n 3~ iM. above the floor or grade shall have gumrdrail <br /> no~ ~ss than 38 inches in height. R~quired guar~rail shall <br /> have intermediate rails o~. ornamental closures which will <br /> <br /> <br />