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<br />A L TE'Rf'JATt KtJEt WALL FODlll'Jc; <br />fDR. 6CR.EE tJ OR- GL-A-6s Roo M-,s <br /> <br /> <br />.. ~~... ~",'tI( <br />It!"" ~~\. <br /> <br />4# 3000 PSI CCJlICRETE SLAB \/ / 6x6-10/lOWM <br />tR nBERMESH , <br />OVER 6 MIl POl YF"ILM \// EDGES LAPPED 6' <br />a. TAPED OVER a.EAN CtlFACTED TERMlTE TREATED SOIL <br />\// tOU.ITHIc\o".x \~'" FIG. \/~r)15 REBAR aJrT. <br />ON CHAIRS I 4' o.c. MAX <br />4t5 VERTICAL REINFCRCEMENT \/ /SiD HID< IN GIUJT fILLED CELL <br />@ CORNERS &EACH SIDE or JDJR IlPENDIGa.8' o.c. MAX <br /> <br /> <br /> <br />J't)~CP15' <br />,.,..f <br />10,", <br /><6 \ \'- <br /> <br />I hereby CePMlf'y 'tho."t I helve J>>rf'ONIed a.nd rttv..ed 1:hIs plo.n a.nd found <br />Ii: i:o' be In COPIpUcanc:e wtth design recp.r.....ts for 110 "Ph wind load <br />per section 1606 oF tiw F'LtIUDt\ aID 1I'Ni ODE., 2OD1 eell tkNt. <br />Do""d W: SlItf+h P~e:. <br />