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640 8TE ST, AUMSVILLE <br />95-00358 (608?4) <br />January 28, 1995 <br />Page 1 <br /> <br />OREGON <br /> <br />Building Inspection - Dwelling Plan Review <br /> <br />The attached plans have been reviewed for compliance with the State of Oregon <br />1993 Edition One and Two Family Dwelling Specialty Code. <br /> <br />A COPY OF THE AP~ROVBD PLANS SHALL ~E KEPT ON THE SITE OF THE BUILDING <br />OR WORK AT T~E TIME OF THE INSPECTION. (R-iI1.2) <br /> <br />The grade away from foundation walls shall fall a minimum of 6 in. <br />within the first l0 ft., except as restricted by lot lines where the <br />fall will be a minimum of 6 in. regardless of ~he horizontal distance <br />available_ (R-301.3) <br /> <br />THE FLOOR TRUSSES SHALL BE MADE BY ~-N APPROVED MANUFACTURER AND SHALL BE <br />INSTALLED ACCORDING TO THEIR LISTING ~ THE MAN~FACT~IRERS INSTILLATION <br />INSTRUCTIONS. <br /> <br />When reinforcement is located in the footing in the proximity of the <br />electrical service panel, one piece of the reinforcement shall extend a <br />minimum oX 1' above the plate to act as a grounding electrode for the <br />panel. If a piece is bent and tied, it must be tied (MINIMUM 1' LAP) to <br />a minimum 20' long section of reinforcement in the footing or wall, <br />Contact the Electrical ~nspector with questions. (NEC Article 250- <br />si (c)) <br /> <br />A keyway in the footing is an acceptable method and will transfer the <br />lateral loads, OR provide a 18 inch long No. 3 dowels extending 12 <br />inches from the footing into the wall, 4 feet on center, OR pour the <br />footing and stemwall at one time (monolithically). All wood left <br />permanently in contact with the foundation shall be FOUNDATION GRADE <br />WITH ALL CUT Ei~DS AND/OR SIDES TREATED with an approved wood <br />preservative. (R-310) <br /> <br />Foundation cripple walls shall be framed of studs with a minimum length <br />of 14 inches or shall be framed of solid blocking. (R-402.9} <br /> <br />The structural supports for decks, balconies, porches or similar <br />structures shall be pressure-treated wood to protect against decay. <br />(R-309.1) <br /> <br />Provide at least 1 square foot of underfloor ventilation for each 150 <br />square ~eet of crawl space area. The openings shall be covered with a <br />corrosion resistant wire mesh. At least one such opening shall be <br />provided within 3 feet of each corner of the building, (R-311.1) <br /> <br /> "APPROVED" only when this sheet is <br />attached to plans <br /> <br /> <br />