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1/2"0 ANCHOR BOLTS f <br /> (7"MIN EMBED)OR <br /> METAL STRAP <br /> ANCHOR @ 72"O.C. FRAMING&SILL <br /> MAX PLATE BY OTHERS <br /> z '. � <br /> SLOPE GRADE AWAY FROM � . (1)#4 x CONT <br /> HORIZONTAL BAR AT <br /> FOUNDATION `O � ° '� TOP OF WALL <br /> a� � , <br /> _ . . a: <br /> _ _ a <br /> d <br /> o . � <br /> a. • <br /> d Q <br /> 6"MIN THICK C.I.P. � � <br /> CONCRETE • ' - <br /> FOUNDATION WALL -��,'� <br /> a a <br /> . a <br /> � <br /> #4 x 2'-0"DOWELS(5"MIN. a <br /> EMBED)CENTERED IN WALL @ � SLAB-ON-GRADE <br /> 48"O.C.(SAND SOIL) ° . <br /> OR 36"O.C. (SANDY-CLAY SOIL) <br /> OR 24"O.C. (CLAY SOIL) <br /> DOWELS MUST BE WET SET OR . . . ' <br /> DRILLED AND EPDXY GROUTED • `�. � • '�' <' ' <br /> . a � � °'. � ° �� UNREINFORCED CONCRETE STRIP <br /> � ` . � a � FOOTING SEE S7 <br /> (18"MIN WIDTH FOR CLAY BACKFILL OR <br /> 16"MIN WIDTH IF 2'-6"MAX UNBALANCED <br /> BACKFILL) <br /> 2012 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev <br /> GUIDELINE DRAWINGS 3508 Ivy Place <br /> LOOKOUT/KNEE WALL DETAIL Project: <br /> Metro Foundations <br /> - 2528 Meadow Oak Lane Orono 55391 <br /> cny: scate: MP Zip: <br /> 28716thAveSW MOntiCello, MN 55362 Project Number: 2.0001 ; <br /> New BdphWn,MN 55712 Drawing Date: Januarv 31.2012 C� �' <br /> TN 612-708-3572 L•��ent' v . <br /> www.nenaorqmupmo.com Sheet: 5 of 15 <br /> O COPYRIGHT HANSON GROUP LLC 2012 <br />