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MARION COUNTY BUILDING INSPECTION 3150 Lancaater 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 BUILDINC PERflIT DATE/TIHE : S1/14/98 15:~7 PERHIT NO : TYPE : Resident. addition/alteration STATUS : ISSUED OCCUPANCY : R-~ ISSUED : ~1/14/1798 CUNST TYPE : V-N TO EXPIRE : ~7/1~/1~8 PACE 2 PLAN REVIFW COMMENTS AND CONDITIONS R;~QI.F~RED Sk TBAC;(S: Front: 20 Left: 10 Right: 10 ~ear: 38 Soecial: 1. THIS PLAN REVIEW WAS COMPLEI'ED BY 1)WALTERS ON 1/12/98. ~9~6 CODE. 2. Approval of submitted plans is not an approval of o~issions or oversights by this office or of noocoMpliance with aoy a?.~licabl, e r~gula~io~s O~ local ~. ACCEPTAbILiTY. This plan revie~ covers the addition to and/ or alter;~tion of 6m ~xistin~ s~ru~ure,. This review is not i~t~mded to prohibit the bo~ldiog inspector fro~ requestin~ mo evaluation of ~he ~c~ptmbili~:y of existing structural ~c=~bers that ;,~my appear to be u~m~fe. Existing coostruction not so~ifi~ally de~tm~l~d in th~ submitted plans ~d struc- hn'e]'c~l~ulatio~'m is beyond the scope of this review. 4. LOT ~RAINAGE. Lot~ ~hall he provided with adequate and sh~l] be grmded so ms to drmin surface water awmy froM. foundation wallm. The grade ~we~ from fo.~'dmtiO~ f~]l m MiYtiMUM of 6 ioch~s with~ the f~rst 18 feet. Where lot lin~s~ w~lts or oth~r physical b~rriers prohibit 6 inches of f~iI w~thi~ 18 feet~ draios o~ other approved M~ns shell ~e previded to ensur~ ~osi~ive drainage. [Sec, 5. FINISHE~ GRADE. Footings shall extend not less than I2 ?chis below the finis~ natural grade. Fou~dation walls sh~lt ~xtend ~t least ~ ia:has above th~ finished grade adjacent to the fo[md~tion at all points, except 4 inches is allowed whet; Masonry wne~r is u~d. [Fig. 4~3.1a, S~ction 484.1.3] 4. CRAWL HOLE. Provid~ an acc~sm cr~w] hole to ~he under~;loor s_.~e opening required is 18 inches by 24 ir~ches. [Sec. 7. THE TJ~ FLOOR jo~st ;ys~PM shall be &ostalled in accordance ~ith its list?g and [he ,~a~'~ufacturer~s iostallatio~ io- structions. ~lease have the iostallation instructions available during the franking iospection. 8. BP. This sfruc~ure uses Brace Wall Panels (BP) to ,~ee~ the code requireRent for lateral eall braciog. Insure ~hat all BP~s are located as i~dicated o~ the plans. 9. [RIISS ~ESIGfl. Roof trusses are rag[[ired to be be designed an Oregon register'ed Engineer or ~r'chitect. For trusses ~taf~ufactured by ar~ app,-owed fa~ricmtio~'~ plaot~ have the des ~ ..ign an( layout draezng, avazlable at the construc~zoo s~4:e for the franking insBection. Ail jobsite cuttinq or ~odifications of the roof trusses shall be clearly -~h~ ~oineer's d~jon ~,a]cu]atio~s e~d drdwings~ ~8. C~NDIN8 7'EXTERIOR ~DOOR. '"A' NlnlBttt~l 5 foo~ x 5 Toot landing shall be required o~ each side of an s~r~ress door. The floor or landi,ig shall not be ~ore tha~ i ~nO 1~2 inches lower th,,m the top of the threshold. Exceptioo.~ The landing at the exterior doorway shall not be Mof'e than 8 1/4 inches bellow the top of the threshold. [Sec. 512.1] 11. SH(IkE4DETECTORS / ALTERATIONS. When alterations, repairs or additions are made to an existing dwelling, the entire bu~ding ~hall be prov4, ded witl~ s~oke detectors located as ~"equ~.r~?d for ~ew dwelli~gs. The sr, mke detectors are not sid(.~rations r'eq~ire removal of the appropriate wall ~nd cei].~ng coverings to facilitate interconnecting wzriog. '~?. SHOKE D~q~'CTORS 5h~*il be i¥[stalted in each sleegzng room,