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DWELL - 1529459
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DWELL - 1529459
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Last modified
2/20/2013 12:50:32 PM
Creation date
12/29/2004 8:25:29 AM
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Permits
Permit Address
1000 CLEVELAND ST
Permit City
AUMSVILLE
Permit Number
555-98-08283
Parcel Number
082W25DC01201
Permit Type
DWELL
Permit Doc Type
Permit Document
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DATE/TIME <br />TYPE <br />OCCUPANCY <br />CONST TYPE <br />UGB: AM SITE: <br /> <br /> DWELLING PERMIT <br />10/26/98 15:57 PERMIT NO <br />New Single Family Dwelling STATUS <br />R-2 ISSUED <br />V-N TO EXPIRE <br /> PAGE <br /> <br />98-08283 <br />ISSUED <br />10/26/1998 <br />04/24/1999 <br />2 <br /> <br /> PLAN REVIEW COMMENTS AND CONDITIONS <br /> <br />REQUIRED SETBACKS: Front: 20 Left: 5 Right: 5 Rear: 5 Special: <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 (502) 222-1987). <br />2. THIS PLAN REVIEW was completed by M Mendenhall on 10-22-1998 <br /> This plan was reviewed under the 1996 Edition of the State <br /> of Oregon One and Two Family Dwelling Specialty Code. <br />3. 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. SPACING OF 18"X 6" REARING PADS carrying the 4"x 8" girder <br /> shall be at not more than 7'x 6" OC spacing running with the <br /> length of the girder, The 8'0C spacing between girder will <br /> be just fine for the 2"x 10" floor joist, <br />5. LOT DRAINAGE. 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 inches of fall within 10 feet, drains or other approved <br /> means shall be provided to ensure positive drainage. <br /> [Sec. 401.3] <br />6. GROUNDING ELEC~RODES, 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 20 feet <br /> in length encased with a minimum of 2 inches of concrete. <br /> 2. An uncoated No. 4 reinforcing bar stubbed up at least 12 <br /> inches above the floor plate line and tightly attached to <br /> the reinforcing bar located in the footing. The spliced <br /> lap of the stubbed up bar to the footing shall be a mini- <br /> mum lap of 12 inches. (See Section 4108.1.2) [Sec. 4p3,~] <br />7. CONCRETE COVER, The following minimum concrete cover snal~ <br /> be provided for reinforcement: <br /> A. Concrete cast against and permanently exposed to earth <br /> equals 2 inches. <br /> B. Concrete exposed to earth or weather: <br /> No, 6 through 18 bar = 2 inches <br /> No, 5 bar. W31 or D31 wire and smaller = i 1/2 inches. <br /> C. Concrete not exposed to weather or in contact with <br /> ground: Slabs, walls, joists. No, 11 bar and smaller - <br /> 3/4 inches, <br />8. BP, ABP. This structure uses a combination of Brace Wall <br /> Panels (BP) and Alternate Braced Wall Panels (ABP) to meet <br /> the code requirements for lateral wall bracing. Insure that <br /> all BP's are located as indicated on the plans. <br />9, 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 />10. A~IC VENTS. Provide screened attic vents with a net free <br /> area of 1/150 of the attic area (or 1/300 if between 50 of <br /> 80 percent of required area is ventilators in the upper <br /> portion of the attic and located at least 3 feet above eave <br /> or cornice vents). When the minimum number of vents are <br /> ~orvided consideration should be given to the potential of <br /> athroom exhaust fan ducts that may be installed in attic <br /> <br /> <br />
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