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� � <br /> �I <br /> � I <br />', H O�+� . ... ��I <br />. �[*1 7+� <br /> p�x �G� • �✓ li <br /> I r yy I <br /> K �� Plan Chcck No. 3820R I <br /> p� �p� Octobcr 23, 1992 <br /> y H Page Two of Two I <br /> I � I, <br /> � �� i <br /> H �g 9. SWds in balring walls aro Iimilcd to 10 (cct in hcighi unlcss an approvaJ design is , <br /> III c�• o submitted ( extcrior wall of stainvay). <br />' � H� 10. Call out minimum thickncss oi slab•on-gradc, rcinforcemcnt, and moisturc barricr, if li <br />� g yy any, on foundation plan. <br /> � �y I I. Detail (and referencc on foundation plan) typical foundation sections for: perimeter <br /> � walis, foundation common to dwclling and garagc, sprcad and/or post pads. Show <br /> y yoy minimum 18 inches cicanncc from gradc ro bouom o( floor joists and minimum 12 <br /> inchcs cicarancc to bottom of girdcrs. <br /> 12. Show foundation walls cxtending a minimwn of 6 inchcs above thc aJjacent finished <br /> gradc. <br /> 13. Show thc maximum foundatiun w�ll hcight vid �hc maximum backfill height. <br /> �� In order for the processing of your ��pplication to continuc, it will be necessary w provide the <br /> �. � 13uilding Departmem wi�h hvo cumplete neµ sets of drawings reflecting Ihe corrections <br /> rcyuestcd. <br /> (� � Upon re-submittal of thc dr;twings, your ;�pplicatiun µ�ill be given priority and plan revicw <br /> recommcnce. <br /> �• + All requiral submivals sh;dl he uf sufticicni detail and contair� sufticicnl infurmation to ensure <br />, � � that the pruposcd slructurc will hc run�trud:•d in campliancc with all adoplcd axlcs. <br /> Sinccrdy, <br /> � � I <br /> ���-�� Jcf( Hcilman <br /> I.n�;inrcring 'I'cchnici�m <br /> 111�F'plan.l'1 I <br /> !' 1 <br />