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MARION COUNTer BUILDING INSPECTION <br /> COMMUNII~f DEVELOPMENT CENTER <br /> <br /> 285 Church Street NE · Room 132 · Salem, Oregon 97301-3670 <br />Office Houra: 8:00-4:30 · Phone: (503) 588-5147 ° 24-HR Inapectlon Line: (503) 373-4427 <br /> <br />~JCTTOH <br /> <br /> 1.6. <br /> <br /> 1..3. <br /> 1.4. <br /> <br /> ~?. <br /> <br /> D~ELLINI;. I~IT <br />; 1~/11/96 lls3& l~I? HO <br />s ~p~_ 8~.mjle Faatly <br />:: R-3~4a~tY ~lli~v oezach~ ~Z~ <br /> 975 - g~ P~PJNG <br /> 9~ - FTRE~.~E. call ~or ~hro~t inspection <br /> 73~ BWFLLI~ MFCHAH)CAL F)HAL <br /> 9)1 - OWEIJ.THG PLUMBTNG FTHAL <br /> 9~ - ~FIJEHG EI FCTR)C~ F)HA[ <br /> 9~9 - OWELI.TNG FTHAI.~ call when bu~Tdt~g is. complete and <br /> ready ~ ~ccupy. <br />a~RnVgO Ag ~ REPI.aCEHENT O~I.LTNG ~NI.Y. T~ EXISTING <br />N~FMUST ~ RE~VE~ UPON OCCLIPAHCY ,OF T~ NEW ~LLING. ONLY <br />.ON= ~.. FAM~I.Y ~ELI.TNG TS Al. LOgO OH THE PROPERTY. <br />KROllfl~[N~ E[F~TRO~Fg. When concrete reinforcing bars are <br />installed tn concrete footings, th& followin~ r&quiremen~s <br />shall be apt ~o provide for a oroundJng eIec~r~e system. <br />1. I~oated No, ~ re~nforc~nq ~ar ~nstalled ~t less <br />~ feet in leith encased wJ~h a mJn~m[m of 2 inches of <br />2. An uncoated No. 4 reinforcing bar st~b~ ~ at least <br />1~ t~hes above the floor plate line and ti'gh.tZy attached to <br />the retaf~rct~ bar lecatea in the,foot,ne. The spliced lap <br />nf the staubbea up bar to the feet{nO sha~i be a minimum of <br />]2 inch,. (~e ~ectJon 41~.1.2).,[~ec. 4~3.4] <br />~P~ RBP ATTAC~O. This structure u~ a coebi, natton of <br /> ace Mai] Panels (RP) and Alternate ~aced ~a]l Panels <br />(AmP)to eeet the code requfreeents."fer [ateral ~all bracing. <br />7nsure that all ~P~s and ~s are located as indicated on <br />the plans and constructed as ~ho~n e~ the pla~ and the <br /> <br />F~REPLRC[ A~O CHIMNEY construction sha[[~confora to <br />Chapter ]g of the ~tate of Oreogn O~ a~ Two Family <br />O~elltng Specialty Code. [Sec. teat. ti g~ttached detail <br /> <br />SH~KE ~TECTORS shall be installed in each sleeping <br />~utstde of each separate sleeping ar~a in the ieeeSiate <br />v(ctntty ef the bedrooas and nn each additio~l story of the <br />d~e3Ifng including basements. All detectors ~all be inter- <br />connected such that the actuat~on &f one alar.e~eill actuate <br />ail the alarms in the individual unit and shall provide an <br />alara ~hich aill be audible in all sleeping areas. <br /> <br />battery back-~p. [Sec. <br />FVFRY S[.EFP~NG ROOM shall have at least one operable ~tndoa <br />~ppr~yed. f~[ emergency egress or r~cue. T~ eindow <br />ne~gnT snaJJ nor oe more than 44 t~hes above the f~oor. <br />T~e. etn~aue n~t clear opening ~s 5.7square feet. The <br />m~n~aue net cJear opening height sh~[1 be 22 inches. The <br />a(ntmue net clear opentng ~tdth ~hal[ be 2B inches. <br />Fxcepttona Grade floor windows mac.have a minimum net clear <br /> <br />ceilxno ass~bly, the structure suPportino the separation <br />shaI] fie prot~ed by 1/2 inch gyp~e~ b~d or equivalent. <br />The door between the garage and residence Shall be egu'ipoed <br />with solid ~od door~ not less tha~ i ~/8 inches in ~hick- <br />ness or ~B-mtnute fire-rated, or equivalent. <br />[Sec. 3~9.1. <br />STATRWAYS shall not be less than ~ (riches in clear ~idth at <br />ail potnt~ be~een the handrai] height and the required <br />e(nleue he~drno~ of 6 feet 8 inches. Hiniau~ eidth from the <br />handrail down is 32 inches aifh one handrail~ 28 inches <br />t~o. The ~tniaue required stair tread aidth is 9 inches. <br />The ~aXJRtl~ s~aJr rise is 8 inrhe~. When risers are closed~ <br />aT1 treads less than 18 inches ~hall have a unifora nosing <br />bet~eee ~/4 inches and 1 ~/4 iflrhes. The greatest riser <br />he'ight/tread depth shall not exced ~h smallest by aore than <br /> <br />~ 1~/11/1996 <br /> 04/~9/1997 <br /> 3 <br /> <br /> <br />