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MARION COUNTY BUILDING INSPECTION 3150 Lancaster Dr. N.E. · Suite C · Salem, Oregon 97305-1398 Office Hours: 8:00-4:30 · Phone: (503) 588-5147 · 24-HR Inspection Line: (503) 373-4427 DATE/TT#F TYPE OCCUPN~CY CDHSTRUCTIOH BUILDII; PER#IT I ~9/19/97 J5=53 PEI~ZT HO I 97-g6261 : Res.ident. addition/alteration STATUS = I~UED ; ~lli~ addition/alteration I~D = ~9/19/1997 ; R-3 TO EXPI~ ~ ~3/18/19~ ~V-N P~ 2. An uncoated No. 4 r~inforcing b~r stubbed up at least 12 ~nches above the floor plate l~ne and tightly attached to the reinforcing bar located in the footin~. The spliced lap of the staubbeo uE bar to the footing shall be a M~iMuM of t2 inches. (See Section 4188.1.2) [Bec. 483.43 TALK TO THF EkFCTRICA[ INSPFCTOR ABOUT THIS REQUIREMENT. tl. LOT ORAIflAGE. I.~t~ shall ~e ~rovid~d ~ith adequate drainage and shall be qraoPo so as ~o orai~ sur;ece water away from foundmtion wells. The grade away from foundation walls shall fall a R~RiMnM Of 6 inches within the first 18 feet. Where lot lines, walls or other physical harriers prohibit 6 ~nches of fall. within 18 feet, drains or other approved m~ans shall be provided to ~nsure positive drainage. [Sec. ~ HNDERFLOOR gRAINS. The finished grade of the under~loor 1... surfmce may be located at the bottom of the footing, however where there is evidence thmt the groundwater table can to within 6 inches of the finisheO floor at the building perimeter or where there is evidence that the surface water does not read~l~ drain away fro~ the building site, the grade in the unoerfloor space snail be ms high as the outside finished grmde, unless an approved drainage system is provided. [Sec. 489.4] 1~. BP. Th~$ structure uses Brace Wall Panels (BP) to Meet the code requirement for lateral wmll bracing. Insure that all BP's are located as indicated on t~? plans. 14. THIS PERMIT ~OES NOT COVER ANY WORK IN THE EXISTING HOUSE. ANY WOR~ ~ONE IN THE EXIST;NG HOUSE WILL REQUIRE A SEPERATE PERMIT. ]5. TRIISS DFSIGH. Roof trusses are required to be be designed by an Oregon r~gistered Engineer or Architect. For trusses mam~factured by an approved fmbric~tion plant, have the design and lmzout drawings ~vailable et the construction site for the framing inspection. A:I1 jobsite cutting or modifications of the roof trusses shall be clearly shown the engineer's design calculations and drawings. t6. SAFETY GLAZING / AT OOOR. The following shall be considered specific hazardous locations for the purposes of glazing: Glazing, in an individuml fixed or operable ~anel adjacent ? a door where th~ nearest verticaz edge is within a ~4 inch arc of the door in a closed pos[tio~ and whose bottom edge is l~ss than 68 i~hes above the_ floor. . or walking surfar~. .....Exception:. . Safety gle~[ng [m not required when there [s mo intervening wall or other permanent harrier betwe~ the door and the g]a~ing. 17. EGRESS / REHOOEL. If the ~xisting b~dr~om Emergency Egress Window is being removed in the construction of ~he addition or remodel, the~ another ~gress window or an exterior door shall be installed in that bedroom. 18. EVERY, SLEEPIng ROOM shall bare at [emst one openable window or ex,error ooor approveo TOt emergency egress or rescue. Th~ window sill h~ight shall not he More than 44 inches above the fIoor. The Minimu~ net clear opening is 5.7 square fe~t. The minimum n~t clear opening height shall be 22 ~nches. The MinimUM net clear openzng width shall be 28 inch~s. Exception: Grade floor windows May have a net.clear oEening of 5 sqL[are feet. [Sec. 318.2, 318.2.1] 19. S~E~ OETEC[ORS ~ A~TERATIONS~ When mlterations, ~epairs or moo~ions are Map~ To 8~ existing owel]i~g, the eh=ire huildinq shall be provided with smoke detectors located as reqnire~ for n~w dwellings. The smoke detectors are not required to be ioterconnect~d unless other remodelino con- s~cPra~ons rPquaFe remnval of the appr~riate wall ~nd ~er~n.~.~..~il*o r r'~ to facilitate interconnecting wiring.