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DATE/TIME TYPE OCCUPANCY CONST TYPE UGB: SITE: DWELLING PERMIT 04/07/99 12:13 PERMIT NO New Single Family Dwelling STATUS R-3 ISSUED V-N TO EXPIRE PAGE 99-01979 ISSUED 04/07/1999 10/04/1999 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: 20 Left: 8 Right: 8 Rear: 8 Special: 1. CALL BEFORE YOU DIG .... IT'S THE LAW, A~ENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the center. (Note: The telephone number for the Oregon Utility Notifica- tion Center is (503) 232-1987). 2. THIS PLAN REVIEW was completed by Mike Mendenhall on 4-2-99. This plan was reviewed under the 1996 Edition of the State of Oregon One and Tw~ Family Dwelling Specialty Code. 3. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. 4. The plan review shows that #2 DFL 2"x lO' ~ 16"OC will be spaning 16' (the second floor over the garage area), The maximum span for a #2 DFL is t5'-5", A #1 DFL will span 16' -5". USE #1 DFL FOR FLOOR JOIST OVER THE GARAGE, 5, GROUNDING ELECTRODES, When concrete reinforcing bars are installed in concrete footings, the following requirements shall be met to provide for a grounding electrode system: 1. Uncoated No. 4 reinforcing bar installed that is not less than 20" in length encased with a minimum of 2" of con- crete. 2. An uncoated No. 4 reinforcing bar stubbed up at least 12" above the floor plate line and tightly attached to the reinforcing bar located in the footing. The spliced lap of the stubbed up bar to the footing shall be a minimum 12", (See Section 4108,1,2) [Sec. 402.4] 6. CONCRETE COVER. The following minimum concrete cover shall be provided for reinforcement: A. Concrete cast against and permanently exposed to earth equals 3 inches. B, Concrete exposed to earth or weather: No. 6 through 18 bar = 2 inches No. 5 bar. W21 or D31 wire and smaller = I 1/2 inches. C. Concrete not exposed to weather or in contact with ground: Slabs, walls, joists, No. 11 bar and smaller = 3/4 inches~ 7. BP, ABP, PF, This structure uses a combination of Brace Wall Panels (BP), Alternate Braced Wall Panels (ABP), and a Portal Frame to meet the code requirements for lateral wall bracing. Insure that all BP:s and ABP's and Portal Frames are located as indicated on the plans and constructed as shown. ON SHEET 4 OF 5, A FOUNDATION VENT IS SHOWN TO BE IN THE SHEAR CONE AREA OF AN ABP HOLDOWN. FOUNDATION VENTS MUST NOT BE LOCATED WITHIN THIS SHEAR CONE AREA, REPOSITION THE FOUNDATION VENT SO THAT IT WILL PROVIDE GOOD CROSS VENT- ILATION. 8, TRUSS DESIGN, Roof trusses are required to be be designed by an Oregon registered Engineer or Architect. For trusses manufactured by an approved fabrication plant, have the design and layout drawings available at the construction site for the framing inspection. All jobsite cutting or modifications of the roof trusses shall be clearly shown in the engineer's design calculations and drawings. 9. LANDING / EXTERIOR DOOR, A minimum 2 foot x 3 foot landing shall be required on each side of an egress door. The floor or landing shall not be more than 1 and 1/2 inches lower than the top of the threshold. Exception: The landing at the exterior doorway shall not be more than 8 1/4 inches below the top of the threshold. [Sec. 312.1] 10, STAIRWAYS shall not be less than 36 inches in clear width at all points-between the handrail height and the required