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MARION COUNTY BUILDING INSPECTION COMMUNITY DEVELOPMENT CENTER ZM Ohuroh Street NE · Room 132 · 811em, Oregon e7~01-~670 Houri: 8:00-4:~0 · Phone: (~03) 588-6147 · 24-HR Inlpeotion Line: (50,t) ~7~4427 DATE/TIHE TYPE CLASS OCCUPANCY CONSTRUCTION %)WELLING PEi~IT = 86/85/?& 15=13 PERHIT NO i Ne# Sipgle FaniIy ]~elIi.ng STATUS 1-Fa.ily P~elling, detached ISSUED R-3 * TO EXPIRE : V-H PAGE 926 - FIREPLACE, call for throat inspection ?30 DWELLING MECHANICAL FINAL 751 - DWELLING PLUMBING FINAL 952 DWELLING ELECTRICAL FINAL 999 - DWELLING FINAL, calI when buiIding is coMpIete and read to occupy. 11. Energ% Path ~1 is based on R-21 wail insulation, R-25 underfloor insulation, R-50 vaulted ceiling insuIation, R- 38 fiat ceiIing insulation, R-21 basement wails. R-15 slab floor edge insuIation, R-B forced air duct insulation, 0.40 U-value window class, ~.50 U-vaIue skyIiqht class, 0.54 U- value Main entry door with a MaxiMuM of 24 square feet and 8.20 U-vaiue doors, other than the Main entry (including the door between the heated dweIling and the unheated garaqe). 12. Footings shalI extend not less than 12 inches below the finish natural grade. Foundation walIs shali extend at . Ieast 6 inches above the finished grade at all points. (R- 505) 15. Foundation plates shaI1 be bolted to the foundation with a MiniMUM 1/2 inch diameter by lB inch anchor bolts e~bedded a~ least 7 inches into concrete or reinforced Masonr~ and spaced not More than 6 feet apart with a MiniMuM of ~ boIts p~r piece with one bolt within 12 inches of the end of each piece. Figure 14. THE "BLUEBOARD" ON THE FOUNDATION WALL SHALL BE COVERED WITH A MINIMUM OF 1/2 INCH WATER RESISTENT GYPSUM BOARD. THE GYP BOARD SHALL BE ATTACHED WITH MECHANICAL FASTENERS ONLY. 15. Stairways shall not be less than 3 feet in cIear widthT~d the headroom shaII not be less than 6 feet MiniMUM required stair tread width is ? inches. The Maximum stair rise is 8 inches. When risers are closed, all treads May have a unifor~ projection not to exceed 1 and 1/2 inches. The greatest riser height shaI1 not exceed the sMailest by More than 3/8 inch. ~R-213.1) 16. Handraiis Meeting the folIowing requirements shali be provided on at Ieast one side of s~airways. The handgrip portion of handrails shaII be not More than 2 5/8 inches in cr~ss-sectionaI dimension, or the shape shalI provide an equiva].ent gripping surface. HandraiIs shall be MOun~ed b~t~en a MiniMuM of ~0 inches and a MaXiMUM of ~8 inches. They shall be continuous the fuji Iength of the stairs. Ends shalI be returned or shaIi terminate in newel posts or safety terminals. (R-214.1) 17. A MJniMu~ 5' x 5' Ianding shall be required on each side of an egress door. The fIoor or Ianding shalI not be More than one and one-half inches iower t§an the top of the threshold. (R-212) Exception: The landing on the exterior side of an exterior doorway shaI1 not be More than B and 1/4 inches beIow the top of the threshold. 18. Every sieeping room shaI1 harm at Ieast one operabie window approved for emergency egress or rescue. The window silI height shall not Be More than 44 inches above the fioor. The MiniMuM net cImar opening width dimension shaiI be 20 inches. Th~ MiniMuM net o@ening height shaII be 24 inches. The MiniMuM net ciear opening area sBaIi be at ieast 5.7 s~uare feet. (R-210.2) 1~. THe garage shai1 be completely separated from the residence and its ~ttic area by ~eans of 1/2-inch gypsum board or equivalent applied to the garage side. The door' between the oarage an~ residence s~all be equipped wi~h solid wood door~ not iess than i 5/8 inches in thick~'~ess or 2~-Minute fire rated, or equivalent. 2g. Hea~ng and cooIing appiian£es located in a garage shall be protected from :impa(?t by auto~obi]es. App].i~nce~ that : 96-~2525 : ISSUED : 86/85/1996 : 12/82/1996 3