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S347 Dumore Dr. SE, <br />93-02409 (48814) <br />August 11, 1993 <br />Page 1 <br /> <br />Aumsville <br /> <br />i:'1 L E <br /> <br />Marion County <br /> <br /> OREGON <br />COMMUNIYY DEVELOPMENT <br />D~PAR. TMENT <br /> <br />Building Inspection - Dwelling Plan Review <br /> <br />The attached plans have been reviewed for compliance with the State of Oregon <br />1990 ~dition One and Two Family Dwelling Specialty Code. <br /> <br />This plan review covers the addition to and/or alteration of an existing <br />structure. This review is not intended to prohibit the building <br />inspector from requesting an evaluation of the acceptability of existing <br />structural members that may appear to be unsafe. Existing construction <br />not specifically detailed in the submitted plans and structural <br />calculations is beyond the scope of this review. <br /> <br />Footings sections= 12 in. wide - 1 story; 15 in.- 2 story, 18 in. 3 <br />story. Footings shall extend not less than 12 in. below the finish <br />natural grade. (R-303) <br /> <br />Foundation walls shall extend at least 8 in. above the finished grade to <br />the foundation at all points. (R-304.2) (6 in. where pressure treated <br />sill plates are used.) <br /> <br />Foundation plates shall be bolted to the foundation with minimum <br />1/2 inch diameter by 10 inch anchor bolts embedded at least 7 inches <br />into concrete or reinforced masonry and spaced not more than 6 feet <br />apart with a minimum of 2 bolts per piece with one bolt within 12 inches <br />of the end of each piece. Figure (R-303) <br /> <br />Wood framed walls less than four feet in width at garage door openings <br />shall be provided with approved hold-down anchors. Anchors are to be <br />provided at each end of each wall segment and connect the wall studding <br />to the concrete foundation. As an alternate, a designed structural <br />system to resist the required 80 mile per hour wind load can be <br />provided. <br /> <br />Roof trusses are required to be designed by an Oregon registered <br />Engineer or Architect. For trusses manufactured by an approved <br />fabrication plant, have the design and layout drawings available at the <br />construction site for the framing inspection. All job site cutting or <br />modification of the roof trusses shall be clearly shown in the <br />engineer's design calculations and drawings. If trusses are to be built <br />at the job site, submit the engineer's design and construction plans to <br />the Marion County Building Department prior to start of construction and <br />have the approved drawings available at the site for the framing <br />inspection. <br /> <br />"APPROVED" only when this sheet is attached to plans <br /> <br /> <br />