BUILD - 1513472 - Laserfiche WebLink

Home Browse Search

BUILDING PERMIT DATE/TIME 07/06/98 15:50 TYPE Resident, addition/alteration OCCUPANCY R-2 CONSTTYPE V-N UGB: SITE: FD PERMIT NO STATUS ISSUED TO EXPIRE PAGE 98-04901 ISSUED 07/06/1998 01/02/1999 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: 20 Left: 20 Right: 20 Rear: 20 Special: 1, CALL BEFORE YOU DIG .... IT'S THE LAW. ATTENTION: 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 6-29-98 This plan review covers an interior remodel and addition to a two story structure. 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. It is assumed that the existing house has at this time the shear walls and holdowns installed as shown on sheet 3 & 5 and in the structural calculations by A.G, Rolin Consulting. On the new addition installed all holdowns and shear walls as shown on sheet 2. the attached shear wall schedule and on sheet 5, 5. Please see the attached Western Lumber Span Tables for 2x 8 ceiling joists. The ,m, aximum span for th,e, conditions shown on the plans is 16'-3 for a #2 DFL @ 16 OC, To span 20' DFL #1, 2x 8 @ 12"0C need to be used. The rafter framing detail as shown on sheet 7 needs to have the 2"x 4" knee walls removed and the2"x 6" rafter tie lowered to the ceiling joist line or as close as possible to that line. The rafter ties are only required when ceiling joists are not parallel to the rafters or the ceiling joists are not nailed to the rafters. Rafter ties are required to be spaced at not mo,r,e than 4'0C. If you had rafter @ 24" & ceiling joists B 16 , you would have a rater & joist tie @4' 6. LOT DRAINAGE. Lots shall be provideq with adequate drainage and shall be graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6 inches within the first 10 feet. Where lot lines, walls or other physical barriers prohibit 6 inches of fall within 10 feet, drains or other approved means shall be provided to ensure positive drainage. [Sec. 401.3] 7, UNDERFLOOR DRAINS. The finished grade of the underfloor surface may be located at the bottom of the footing: however where there is evidence that the groundwater table can rise to within 6 inches of the finished floor at the building perimeter or where there is evidence that the surface water does not readily drain away from the building site, the grade in the underfloor space shall be as high as the outside finished grade, unless an approved drainage system is provided. [Sec, 409.4] 8. 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 staubbod up bar to the footing shall be a minimum of 12 inches. (See Section 4108.1.2) [Sec. 403.4] THIS IS AP- PLICABLE IF A NEW ELECTRICAL SERVICE IS BEING INSTALLED, 9. CONCRETE COVER, The following minimum concrete cover shall be provided for reinforcement: A. Concrete cast against and permanently exposed to earth equals 2 inches. B. Concrete exposed to earth or weather: