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11678 WARBLER LAN~ NEd AURORA <br />september 9, 1994 <br /> <br /> with 3/8 inch minimum thickness plywood sheathing and blocked at <br /> all plywood edges with nominal 2 inch material. Each panel end <br /> stud shall be provided w~i~ a:tie-~ d~vi~capable of providing <br /> an approved uplift capacity o~ not :~ss tha~ 1800 pounds. Two <br /> anchor bolts shall be p~ovide~-~n ~ac~ pa~. Anchor bolts shall <br /> be placed approximately at panel quarter points. The panels shall <br /> be supported diree%ly on a foundation or on floor framing <br /> supported directly on a foundation or footing not less than 10 <br /> feet in length and centered under the panel. The foundation shall <br /> be reinforced with not less than one ~4 bar top and bottom. <br /> Foundation walls shall be tied to footings by not less than 94 <br /> vertical bars at 24" <br />SEE ATTACHED 8 1/2" x ll" ~LTERNATE BRACE PANEL DETAIL SHEET. <br /> <br />Approval as a result of this plan re=Jew or an inspection shall not be <br />construed to be an approval of a violation of the provisions of the dwelling <br />code 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 />DAW <br /> <br />"APPRQVED" only when this sheet is attached to plans <br /> <br /> <br />