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DWELLING PERMIT DATE/TIME 06/16/99 16:56 TYPE New Single Family Dwelling OCCUPANCY R-3 CONST TYPE V-N UGB: SITE~ FD PERMIT ND STATUS ISSUED TO EXPIRE PAGE 99-02988 ISSUED 06/16/1999 12/13/1999 2 PlAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: 20 Left~ 10 Right~ 10 Rear~ 20 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 J TRUSSELL ON 6-16-99, This plan was reviewed under the 1996 Edition of the State of Oregon One and Two Family Dwelling Specialty Code. 2. 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, 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 not less 20 feet in length encased with a minimum of 2 inches of concrete. 2, An uncoated No. 4 reinforcing bar stubbed up at least 12 inches above the floor plate line and tightly attached to the reinforcing bar located in the footing. The spliced lap of the staubbed up bar to the footing shall be a minimum of 12 inches, (See Section 4108.1.2) [Sec, 403.4] 5. 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. 6. 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. 7. SAFETY GLAZING / AT DOOR. The following shall be considered specific hazardous locations for the purposes of glazing: Glazing, in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24 inch arc of the door in a closed position and whose bottom edge is less than 60 inches above the floor or walking surface, Exception: Safety glazing is not required when there is an intervening wall or other permanent barrier between the door and the glazing. 8. THE GAPJNGE shall be separated from the dwelling and its attic area by means of 1/2 inch gypsum board applied to the garage side of the wall. Where the separation is a floor- ceiling assembly, the structure supporting the separation shall be protected by 1/2 inch gypsum board or equivalent. The door between the garage and residence shall be equipped with solid wood doors not less than 1 3/8 inches in thick- ness or 20-minute fire-rated, or equivalent, [Sec. 309,1, 309,2] 9, EVERY SLEEPING ROOM shall have at least one openable window or exterior door approved for emergency egress or rescue. The window sill height shall not be more than 44 inches above the floor. The minimum net clear opening is 5,7 square feet, The minimum net clear opening height shall be 22 inches. The minimum net clear opening width shall be 20 inches. Exception: Grade floor windows may have a minimum