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<br />104 <br /> <br /> <br />11 <br />I I <br /> <br />Joist restraint required for all <br />exterior walls <br />For allowable load height & <br />req~ired wall thickness <br /> <br />'1" <br />,. <br />'. . <br />, ',' <br />v <br />'. <br /> <br />H <br /> <br />.,.: <br />'f',' <br />.~. : _ I % SLOPE ---:-. 1 <br />- ~t...'VII\\ 11r. 'II! -/ '- --- <br />.)'- ;"1/ \ - " ,,'-::: 'i"'~)}r~//("'/f/'_'//rlll\'.=-J'",:.?/.-;;._~~- <br />.' , <br />". ':!,- <br />'.. 'l/~ <br />?r.'.. ':111 <br /> <br /> <br />~ <br />~ <br />~ <br />~ <br /> <br />-. < <br />.:~. <br /> <br />Sl.b thickness: <br />611 Undra tned <br />System, <br />It" Dra I ned <br />System <br /> <br />~ <br /> <br />For surface treatment & control <br />joints <br /> <br />"' <br /> <br />(Some builders add a #4 vertIcal re-bar <br />at 61 for temperature/shrinkage <br />requirements.) <br />--, <br /> <br />Optlon.l footing extension and/or <br />anchor if required for buoyancy for <br />Undrained System <br /> <br />reinforcing <br />se.llng <br /> <br />Figure 11.20 Unreinforced concrete wall design. (Reference 26). <br />