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1/2"�3 ANCHOR BOLTS FRAMING BY OTHERS <br /> (7" MIN EMBED)@ <br /> 72"O.C. MAX SILL PLATE <br /> OR EQUIVALENT METAL (MIN WIDTH TO MATCH FRAME WALL) <br /> STRAPANCHOR <br /> (1)#4 x CONT HORIZONTAL OPTIONAL SLAB LEDGE <br /> BAR AT TOP OF WALL <br /> SLAB-ON-GRADE <br /> a . <br /> � d <br /> � . Q .. Q . �Q. <br /> w <br /> J <br /> � � —� �_ � <br /> � � �� '�.-� ,� #4 x 4'-0" HOOKS @ 24"O.C. BENT OR <br /> � -�,�',� � ( ����(i'� DRILLED AND EPDXY GROUTED <br /> o (�j ( 'i _ 3'-0„ <br /> 0 <br /> � � I �� <br /> � Y <br /> O ° <br /> O <br /> _ <br /> GRADE O <br /> z #4 x CONT HORIZONTAL <br /> ��-_- <br /> • BARS @ 24"O.C.TYP <br /> ---'� I —��� i��� ° � � �a <br /> 8"MIN C.I.P. CONCRETE <br /> I� I�'.�II I II i I�I_I � FOUNDATION WALL <br /> � � �a�a � � <br /> I I_ OPTIONAL: <br /> �- a . <br /> 'I 2" RIGID INSULATION ON <br /> #4 x 2'-0" DOWELS @ ° INSIDE FACE& UNDER SLAB <br /> 72"O.C.(5"MIN EMBED) FOR 24"MIN <br /> • <br /> d <br /> ° - a UNREINFORCED CONCRETE <br /> ,. a a STRIP FOOTING, SEE S8 <br /> a <br /> a � . <br /> a <br /> Rev Date 2p11 MASTER C.I.P. CONCRETE SITE ADDRESS: <br /> FOUNDATION DRAWINGS <br /> EXTERIOR UNBALANCED FOUNDATION DETAIL <br /> CLIENT INFORMATION: • =� <br /> CHARLES CUDD DE NOVO City: State: Zip: <br /> 15050 23RD AVENUE NORTH 5201 EastSuter308 <br /> Project Number: 10.02628 M���eaPorS,MN ssaz, <br /> PLYMOUTH, MN 55447 �� Te„63-5�,-2500 <br /> Drawing Date: 01-01-11 Fax763-571-1168 <br /> Phone: 612-333-8020 Fax: 612-335-5071 Sheet: 7of 16 www.ulteig.com <br /> OO COPYRIGHT ULTEIG ENGINEERS INC.2011 <br />