div class=ts-pagebuttonPage 1button div class=ts-image a href=https:reader042vdocumentinreader042viewer20220310105b93c3c609d3f2012e8be200html5page1jpg target=_blank amp-img class=ts-thumb alt=Page 1: KM C754e-20160725174324 - MD Foothills · a top bar is defened as a bar having a minimum of 300mm of concrete beneath it d2l-nelson deformed bars see 3 load bearing stud walls src=https:reader042vdocumentinreader042viewer20220310105b93c3c609d3f2012e8be200html5thumbnails1jpg width=142 height=106 layout=responsive amp-imga divdivdiv class=ts-pagebuttonPage 2button div class=ts-image a href=https:reader042vdocumentinreader042viewer20220310105b93c3c609d3f2012e8be200html5page2jpg target=_blank amp-img class=ts-thumb alt=Page 2: KM C754e-20160725174324 - MD Foothills · a top bar is defened as a bar having a minimum of 300mm of concrete beneath it d2l-nelson deformed bars see 3 load bearing stud walls src=https:reader042vdocumentinreader042viewer20220310105b93c3c609d3f2012e8be200html5thumbnails2jpg width=142 height=106 layout=responsive amp-imga divdivdiv class=ts-pagebuttonPage 3button div class=ts-image a href=https:reader042vdocumentinreader042viewer20220310105b93c3c609d3f2012e8be200html5page3jpg target=_blank amp-img class=ts-thumb alt=Page 3: KM C754e-20160725174324 - MD Foothills · a top bar is defened as a bar having a minimum of 300mm of concrete beneath it d2l-nelson deformed bars see 3 load bearing stud walls src=https:reader042vdocumentinreader042viewer20220310105b93c3c609d3f2012e8be200html5thumbnails3jpg width=142 height=106 layout=responsive amp-imga divdivdiv class=ts-pagebuttonPage 4button div class=ts-image a href=https:reader042vdocumentinreader042viewer20220310105b93c3c609d3f2012e8be200html5page4jpg target=_blank amp-img class=ts-thumb alt=Page 4: KM C754e-20160725174324 - MD Foothills · a top bar is defened as a bar having a minimum of 300mm of concrete beneath it d2l-nelson deformed bars see 3 load bearing stud walls src=https:reader042vdocumentinreader042viewer20220310105b93c3c609d3f2012e8be200html5thumbnails4jpg width=142 height=106 layout=responsive amp-imga divdivdiv class=ts-pagebuttonPage 5button div class=ts-image a href=https:reader042vdocumentinreader042viewer20220310105b93c3c609d3f2012e8be200html5page5jpg target=_blank amp-img class=ts-thumb alt=Page 5: KM C754e-20160725174324 - MD Foothills · a top bar is defened as a bar having a minimum of 300mm of concrete beneath it d2l-nelson deformed bars see 3 load bearing stud walls src=https:reader042vdocumentinreader042viewer20220310105b93c3c609d3f2012e8be200html5thumbnails5jpg width=142 height=106 layout=responsive amp-imga divdivdiv class=ts-pagebuttonPage 6button div class=ts-image a href=https:reader042vdocumentinreader042viewer20220310105b93c3c609d3f2012e8be200html5page6jpg target=_blank amp-img class=ts-thumb alt=Page 6: KM C754e-20160725174324 - MD Foothills · a top bar is defened as a bar having a minimum of 300mm of concrete beneath it d2l-nelson deformed bars see 3 load bearing stud walls src=https:reader042vdocumentinreader042viewer20220310105b93c3c609d3f2012e8be200html5thumbnails6jpg width=142 height=106 layout=responsive amp-imga divdiv