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MARION COUNTY BUILDING INSPECTION COMMUNITY DEVELOPMENT CENTER 285 Church Street NE · Room 132 - Salem, Oregon 97301-3670 Office Hours: 8:00-4:30 · Phone: (503) 588-5147 * 24-HR Inspection Line: (503) 588-7904 DATE/TIME PERMIT NO TYPE CLASS OCCUPANCY 18. DWELLING PERMIT B3/22/75 16:21 STATUS : ISSUED 9§-i877~ APPLIED : 83/07/19~5 New Single Family Dwelling ISSUED : ~/22/1~5 i-Family D~eiling~ ~e~ached TO EXPIRE : ~/18/1~5 ~-~ PA~E generate a glow, spark of flame capable of ignitinq ~asolille vapors located in a garage shall be installed ourners~ burner ignition devices or hea~it~q eleMeI~ts and switches at least 18 inches above ~he ftoo~ level. Sp~eke detectors sbmll be iostailed outside of each separate slee:~Lng arem $~'~ the i~edi~te v~cinity of the bech"oo~ts and on ~;~a<.:h additional story of the dwelling including bms~.Ments. Ail detectors shall be intercom3ected'such that '~he actu,at~on of one alarp~ will actuate all the mlarms in the individual unit and si~mll provide an alarm which will be audible in all sleeping areas. (R-215.1) This dwelling plans uses ~ combination of Brace Wall Panels (BP) and Alternate Braced Wall Pa~'~els (ABP) to Meet the code requirep)e~'~tm for lateral wall braci~3 Insure that a'il BP's and ABP's are located as indica~'d~d on the pl,z~ns and constructed as shown. This plan uses ao Engineered Design to Meet t~e lateral wall bracing requirements of the code. Insure tbat all detaile~ construction requirements si'town on the plans 8Md on the ~'ttaci3ed engineering sheets are followed. (Garage only) In one-story build:[ngsv an alternate braced wall panel sball have a length '~f no~ less tban 2 feet 8 iMches. Each penal shall be sMeathed on one face with 3/8 inch ~)inimuM thickness plywood sheathing, blocked at all plywood edges with nomiMml 2 inch materi3l and nailed with 8~ e G inches on center at the edge and 12 inches on center i3 the fie3 Each panel end stud"shall be provided with a tie-down device capable of providing an approved uplift capecity oT not less tban 1808 pounds. Root trusses are required to be designed by an Oregon regis'kered EngiMeer or Architect. For trusses ~lanufmctured by an approved Tabrication olant~ have the design and lz~yout drawings available a'~ the construction szte for the fraMiMg :Lnspection. All job s~te cutting or Modification of the r~of trusses shall be clearlx shown in the engineer's design calculatio)ns and dr4wings. If trusses .. to be built'at tine jab site~ submit t~e engineer s design and construction plans ~o the Marion CouMty Building DepartMent prior to start of construction and h~ve the approved draw~.ngs available a~ the si~e for the inspections. ~ Energ~ Rath $i is b~sed on R-~i wall insula~ion~ under~].oor insulotion~ R-.J~ vaulted ceili~a ins~la~io~ R~ 38 flat ceiling znsu3, ation, R-2i baseMen~ ~alls, R-15 ;~14b floor edge insulatio', R-8 forced air diet insulation& 8..48 U-value 'wiMdow class, ~.5~ U-value skylight class, ~.~4 U- vs~ue },}sin entry door with a MaXiML~e of ~4 square feet and 8~2~ U-value doors, other thm{n the Main entry (including the ()or ~etwee~ the ~ea~ed <welli~ng and tl'e c~nheated garage).