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Page 2 <br /> <br />Wood framed walls a minimum of two feet and less than four feet wide at <br />garage door openings shall be provided with approved hold-down anchors <br />at each end of each wall seqment. The hold-downs shall connect the wall <br />studding to the concrete foundation. An alternate design which is' <br />designed to resist an 80 mile per hour wind load may be submitted to <br />Marion County for review with details shown on the plans and design <br />calculations showing compliance with this requirement. <br /> <br />11 <br /> <br />Provide shear wall in nook area as designed with nailing as specified on <br />attached spec. sheets. (North/South wall) <br /> <br />12. <br /> <br />A readily accessible attic access shall be provided to any attic area <br />having a clear height of over 30 inches. A framed opening not less than <br />22 in. by 30 in. is required. (R-708) <br /> <br />Wood trusses shall be designed in accordance with approved engineering <br />practice. Trusses shall be braced according to their appropriate <br />engineered design. Truss members shall not be cut or altered unless so <br />designed. (R-702.9) <br /> <br />14. <br /> <br /> ~nergy ¢onserYation <br />Path #1 requires R-25 underfloor insulation, not R-19 as shown on plan. <br /> <br />Approval as a result of this plan review or an inspection shall not be <br />construed to be an approval of a violation of the provisions of the dwelling <br />cede or of other ordinances of the jurisdiction. Reviews or inspections <br />presuming to give authority to violate or cancel the provisions of the <br />dwelling code or of other ordinances of the jurisdiction shall not be valid. <br /> <br />jb <br /> <br />"APPROVED" only when this sheet is attached to plans <br /> <br /> <br />