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(STING GRADE <br />—J 1 <br />0' MN <br />Z-6" <br />3. <br />S- <br />ELEVATION VIEW <br />2• MIN <br />(41 NEW 15 D1A. ANCHOR BOLTS, <br />51' IN LENGTH <br />TOP OF CONCRETE TO TIC TOP OF <br />ANCHOR HOD EMBEDDED NUT MUST <br />BE 36' MINIMUM <br />(12) NEW M HORIZONTAL SHEAR <br />REINFORCING BARS WITH THE FRST SHEAR <br />TIE DOUBLED WITHN THE FRET TOP 5' AND <br />EVENLY SPACED THEREAFTER <br />(12) NEW 47 VERTICAL REINFORCING <br />BARS EVENLY SPACED <br />241' DIA CONCRETE FOUNDATION: <br />4.000 PSI MIN. <br />NOTE <br />I VERIFY DETAILS WITH STRUCTURAL ANALYSIS <br />LISTED ON THE TIRE SHEET <br />0 FOUNDATION DETAIL <br />TABLE OE OL,NITITES <br />LMTERPL <br />DESCRPTON <br />SUPPLED BY <br />HDRCONTUU RES+R <br />112108 <br />COMRAC TOR <br />.ERTCALP.EBAR <br />norrpacToo <br />N ICIUR BOLT <br />1 I I V EO • 5T' <br />EDGE <br />CONCRETE <br />4 CEE PSI MN <br />cOMR*: TOP <br />CONCRETE FOUNDATION <br />HORIZONTAL SHEAR TIES <br />PLAN VIEW <br />IP <br />