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<br /> <br />14t)0D STUD <br /> <br />p, T. PLA TE: <br /> <br />GR'D <br /> <br />0" <br />(A/IN,) <br /> <br />4" . ." . <br />(A/IN.) .. " ." . 45' (T'YP,) <br />~ . <br /> <br />\1 <br /> <br />WOOD CONSTRUCTION <br /> <br />., <br /> <br /> <br />2- <br /> <br />T (MIN.) <br /> <br /> <br />.0/9 ALUMINUM <br />(MIN. 2' LAP <br />FOR vrRT. JTS.) <br /> <br />M:lOO STUD <br /> <br />p, T. PLA TE: <br /> <br />GR' 0 <br /> <br />I ~u~:. " <br />~ <br /> <br />REQ'D SOIL 5EPARA TION <br />N. T. s. <br /> <br />MIN. 2500 PSI CONCRETE: 'MTH 6X6-10X10 Iv. w..4i. <br />OR FIBERMCSH (TYPICAL) <br />. <br /> <br />2'-0' MIN. <br />BEFORE SLOPE <br /> <br />I " ... ',: '''''':'c ;"'1 <br />- <br /> <br />~ . 11A T SLOP! / NO FOOTING' <br /> <br /> <br />~ <br /> <br />8' X 8" W/ (1) IS CONT. <br /> <br /> <br />1'/I"T. - 3'/I"T. <br /> <br /> <br />J'/F"T. - 6/F'T. <br /> <br />FOOTING DETAILS ADDRESSING EROSION <br />N. T.S. <br /> <br />DAVID NORRIS CNGINEeRING <br />DCSIGNCD TO '97 STANDARD BUILDING caDC <br />prR CHt4PT. 1606 FaR 110 HPH IIIND <br /> <br />CXPIRES AFTER 2-01-03 <br /> <br />Pg. l-H <br />