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DATE/TIME <br />TYPE <br />OCCUPANCY <br />CONST TYPE <br />UGB: SITE: <br /> <br /> BUILDING PERMIT <br />06/26/98 09:32 PERMIT NO <br />Residential accessory struct STATUS <br />U-1 ISSUED <br />V-N TO EXPIRE <br /> PAGE <br /> <br />98-04663 <br />ISSUED <br />06/26/1998 <br />12/22/1998 <br /> 2 <br /> <br />PLAN REVIEW COMMENTS AND CONDITIONS <br /> <br />REQUIRED SETBACKS: Front: Left: 10 Right: 10 Rear: 10 Special: <br /> MUST BE LOCATED IN REAR YARD <br /> <br /> 1, CALL BEFORE YOU DIG .... IT'S THE LAW, <br /> ATTENTION: Oregon law requires you to follow rules adopted <br /> by the Oregon Utility Notification Center. Those rules are <br /> set forth in OAR 952-001-0010 through OAR 952-001-0090. You <br /> may obtain copies of the rules by calling the center, <br /> (Note: The telephone number for the Oregon Utility Notifica- <br /> tion Center is (503) 232-1987). <br /> 2. THIS PLAN REVIEN WAS COMPLETED BY Mike Mendenhall on 6-23-98 <br /> 2. Approval of submitted plans is not an approval of omissions <br /> or oversights by this office or of noncompliance with any <br /> applicable regulations of local government, <br /> 4, Approved for private non-commercial use only. <br /> 5, GROUNDING ELECTRODES. When concrete reinforcing bars are <br /> installed in concrete footings, the following requirements <br /> shall be met to provide for a grounding electrode system: <br /> 1. Uncoated No, 4 reinforcing bar installed not less <br /> 20 feet in length encased with a minimum of 2 inches of <br /> concrete. <br /> 2. An uncoated No, 4 reinforcing bar stubbed up at least <br /> 12 inches above the floor plate line and tightly attached to <br /> the reinforcing bar located in the footing, The spliced lap <br /> of the staubbed up bar to the footing shall be a minimum of <br /> 12 inches. (See Section 4108,1.2) [Sec, 402.4] <br /> 6, LOT DNAINAGE. Lots shall be provided with adequate drainage <br /> and shall be graded so as to drain surface water away from <br /> foundation walls. The grade away from foundation walls shall <br /> fall a minimum of 6 inches within the first 10 feet, Where <br /> lot lines, walls or other physical barriers prohibit <br /> 6 ihches of fall within lO feet. drains or other approved <br /> means shall be provided to ensure positive drainage. <br /> [Sec. 401.3] <br /> 7. TRUSS DESIGN. Roof trusses are required to be be designed by <br /> an Oregon registered Engineer or Architect. For trusses <br /> manufactured by an approved fabrication plant, have the <br /> design and layout drawings available at the construction <br /> site for the framing inspection, All jobsite cutting or <br /> modifications of the roof trusses shall be clearly shown in <br /> the engineer's design calculations and'drawings. <br /> 8. The engineering shows that #10 screws are used in the shear <br /> calculations and the plans show that ~9 are proposed to be <br /> used. Please provide justification from the engineer of <br /> record. Mr. Mike Salituro. for the permitted use of#9 screw <br /> instead of #10. <br /> 9. LANDING / EXTERIOR DOOR. A minimum 3 foot x 3 foot landing <br /> shall be required on each side of an egress door. The floor <br /> or landing shall not be more than 1 and t/2 inches lower <br /> than the top of the threshold. Exception: The landing at <br /> the exterior doorway shall not be more than 8 1/4 inches <br /> below the top of the threshold, [Sec. 312.1] <br />lO. NON-HEATED STRUCTURE. This structure is being reviewed as a <br /> non-heated structure. If the building is to be heated, <br /> apply for an addendum to these plans by submitting revised <br /> plans showing how this structure will meet the requirements <br /> of the Oregon Energy Code. Apply before starting construc- <br /> tion, <br /> <br /> <br />