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1/2"0 ANCHOR BOLTS <br /> (7"MIN EMBED)@ FRAMING BY OTHERS <br /> 72"O.C.MAX SILL PLATE <br /> OR EQUIVALENT METAL (MIN WIDTH TO MATCH FRAME WALL) <br /> STRAP ANCHOR <br /> (1)#4 x CONT HORIZONTAL OPTIONAL SLAB LEDGE <br /> BAR AT TOP OF WALL <br /> SLAB-ON-GRADE <br /> � e. Q <br /> a <br /> � a a a <br /> w <br /> J <br /> � � -- I'� =i�� � � <br /> O �i �1; --' <br /> #4 x 4'-0"HOOKS @ 24"O.C. BENT OR <br /> � -�.�',� _:-;:�__ ' DRILLED AND EPDXY GROUTED <br /> co � a '_'-i-- ^�/ <br /> Y — <br /> O ° - <br /> O <br /> _ <br /> GRADE O <br /> Z #4 x CONT HORIZONTAL <br /> - • BARS @ 24"O.C.TYP <br /> — - °. a <br /> =� = a 8"MIN C.I.P. CONCRETE <br /> _____ Qd <br /> FOUNDATION WALL <br /> - a : OPTIONAL: <br /> 2"RIGID INSULATION ON <br /> #4 x 2'-0"DOWELS @ ° INSIDE FACE&UNDER SLAB <br /> 72"O.C.(5"MIN EMBED) <br /> FOR 24"MIN <br /> e <br /> � <br /> ° a UNREINFORCED CONCRETE <br /> a. STRIP FOOTING,SEE SS <br /> ° a e ' <br /> a <br /> u <br /> Rev Date 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: <br /> FOUNDATION DRAWINGS <br /> EXTERIOR UNBALANCED FOUNDATION DETAIL <br /> CLIENT INFORMATION: =, <br /> DPM MASONRY, INC. City: State: Zip: <br /> 4544 PERRY AVENUE N. s2o,E�`s�ia oa <br /> ROBBINSDALE, MN 55422 ProjectNumber: 10.02628 Minneapolis,MN55421 <br /> Drawin Date: 01-01-11 r��sa-a�i-zsoo <br /> Phone: 612-221-1470 9 Fax 763-577-1168 <br /> Sh8@i: 70f 16 www.uneig.com <br /> OO COPYRIGHT ULTEIG ENGINEERS INC.2011 <br />