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Permit - 1292661
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Permit - 1292661
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Entry Properties
Last modified
3/30/2011 2:29:51 PM
Creation date
9/4/2003 12:11:07 PM
Metadata
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Permits
Permit Address
9162 WEST STAYTON RD SE
Permit City
Aumsville
Permit Number
555-95-11869
Permit Type
Permit
Permit Doc Type
Permit Document
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MARION COUNTY BUILDING INSPECTION <br /> COMMUNITY DEVELOPMENT CENTER <br /> <br /> 285 Church Street NE · Room 132 · Salem, Oregon 97301-36'/0 <br />Office HOurs: 8:00-4:30 * Phone: {503) 588-5147 * 24-HR Inspection Line: (503) 588-7904 <br /> <br /> BUILDINg PERNIT <br /> <br /> =95-11869 <br /> =:'~'Re~i~en~al, accessqry strict <br />,=iResio~n~zal garage/carporT <br /> <br />STATUS : ISSUED <br />RPPLIED <br />ISSUED ~ ~/11/199~ <br />TO EXPIRE <br />PAgE <br /> <br />CO~ENT:S ~NO CONdiTIONS <br /> <br />Front= 2~ Left: 20 Right: Rear: 2~ Special: <br /> <br />Approval of submig~ed plans is not an approval of omissions <br />or oversigl~ts by this off~ce or of noncoMpliance with any <br />applicable regulations of local government. <br />Approved address numbers shall be painted or affixed to the <br />fro~t of the building in a contrasting a~d highly visible <br />color~ not less than six (6) inches in height for <br />coMme~cia! use or four (4) inches in heigh~ for residential <br />use, The numbers shall be affixed prior to final <br />~nspectio~. (5~) (UFC ~.~1) (OR~ 774> <br />A.roadside Marker shall be placed at the access point with <br />address no,bets.in a contrasting and highly visible color~ <br />not ]ess th~n f~ve (5> inches in height for coMeercial use~ <br />or ~hree (~) inches in height for res~dentiaI use. <br />ThP ~NSPECT]ON RDCORD GRFDR ~ARD shall be posted in a <br />visible and readily accessible location throughout <br />c~onstruction. APPRD¥DP CONS'rRLICTION PLANS sh~ll be kept on <br />the site of the b~tldi~g er werk at the t~ae of <br />Work May proceed enlg a~ t~e direction of the inspector. <br />To request an inspection ~f co~pIeted work~ call 588~7904 <br />(74-h.our)J. ne) pr~or to 7.~0 a.M. to receive the same day <br />service. <br />Required inspections are: ZONIHG~FTBACKS: Stake propert~ <br />l~es~ FOOTING$/POUNQATION: Oalllbefore pouring concrete~ <br />IlNDERFL. QOR: Col3 before add~ng s~hfloor; <br />'ELEOTRICAL~ MEOHANICAL~ PLUMBING: to be weather t~ght~ <br />chimney/fireplace installed~ all backing~ fire blocking~ <br />stai~$ and soffits in place, plumbing, electrical, and <br />Mechanical complete aha approved for cov~r, truss details <br />pos:ed, flood elevation certification suoRitted~ <br />IN~LILATION: Call before covered~ DRYWALL: Oall before tape <br />is mpplied; FINAL INSPECTION: Building is complete and ' <br />re~dy to occu . . <br />THiS 'PLAN RE¥~W WAS CO~PLETEO BY:J TRUgSELL ON <br />5ta~raa×s shall net be less than ~ feaze in clear width and <br />the hea~roo~ shall not be less than 6 feet 8 inches. The <br />minimum required stmir tread width is 9 inches~ The <br />~axiMuM stair rime is 8 1/4 incheS. When risers are <br />clomeds all treads May have a unfforM projection net to <br />exceed 1 and 1/2 inches. The greatest riser height shall <br />not exgeed the SMallest by More than ~/8 inch. 1R-2i~.l) <br />Handrails Meeting the foil?wing requirements shall be <br />provided on at least o~e szde of~s~airways. The handqrip <br />portion of handrazls snell be not MOre than <br />cream-sectional dimension~ or the shase sh~ll provide an <br />equivalent gripping surface. Non,rails shall be Mounted <br />between a Minimum of.~O inches and a MaXimUM of ~S inches~ <br />They shall be continuous the full length of the stairs. <br />fnds shall be returned or sllall terMznate in name! posts or <br />safety terminals. <br /> <br />'[he garag~ shall be completely separated from the residence <br />and ~ts ~tt]c area by Means of ~/~-inch qYpsu~l board or <br />equivalent applied to the garage side. The door between <br />the garage and ~es~dence snell be equ:ipped with solid ~ood <br />door~ no~ [~ss tba~ 1 ~/8 inch,~a in thickness or 20-m'i.n.{'te <br />fire rat'~d~ or ~qu~va[[ent. <br />This plan uses a ~:osbina'tio~ of Brace Wall <br />(~P) and Altern~te B~-a(:'ed Wail Panels (ABP) to ~,~eet the <br /> <br /> <br />
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