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NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0"OF VENEER. <br /> WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. <br /> FRAMING BY <br /> VENEER OR OTHERS <br /> SLAB-ON-GRADE WOOD FLOOR <br /> BY OTHERS SYSTEM BY VENEER OR <br /> OTHERS SLAB-ON-GRADE <br /> BY OTHERS FRAMING BY <br /> OTHERS <br /> GRADE _ z 16" HIGH MAX GRADE _ z <br /> `O � e x 6" THICK MIN CO � <br /> ,�� (� ��� STEM '��-,III, ;� <br /> 16" HIGH MAX x 4" <br /> ��' a -'�' a THICK MIN STEM <br /> FOUNDATION a a FOUNDATION WALL e ° THICKNESS TO <br /> WALL SEE SS SEE S5 OR S6 MATCH SILL PLATE <br /> DETAIL @ HIGH GRADE DETAIL � LOOKOUT <br /> SIM @ NON-BEARING SIM @ FROST WALL <br /> FRAMING BY <br /> OTHERS <br /> WOOD FLOOR <br /> SYSTEM BY VENEER OR <br /> OTHERS SLAB-ON-GRADE <br /> VENEER OR FRAMING BY <br /> SLAB-ON-GRADE BY OTHERS OTHERS <br /> BY OTHERS <br /> SLAB-ON-GRADE <br /> 6" MIN THICK <br /> STEM Q � _I!-� i--.. <br /> � <br /> IF WALL IS - <br /> GRADE UNREINFORCED GRADE � a 6" MIN THICK <br /> PROVIDE#4 M STEM <br /> � DOWELS @ 36"O.C. ,,,-- � i- <br /> 1, �(i�=-o Q i . EMBEDDED 24" �)I I_ (I I ����I� (I� a � <br /> '� - I(� �-: INTO LOW WALL '�� (I I=I I - - #4 DOWELS @ <br /> _ � �-���—���� � 36"O.C. <br /> I� =_I_ <br /> FOUNDATION , �° �I I a - EMBEDDED 24" <br /> WALL SEE S8 �(_� d ,� FOUNDATION "�I I a INTO LOW WALL <br /> 1y"CLEAR WALL SEE S7 (CENTER IN <br /> a4 � <br /> STEM) <br /> a <br /> 8 ` < <br /> DETAIL �a LOW GRADE DETAIL Qa FROST WALLS <br /> SIM @ NON-BEARING w/LOW GRADE <br /> Rev Date 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: <br /> FOUNDATION DRAWINGS <br /> BRICK LEDGE DETAILS <br /> CLIENT INFORMATION: • � <br /> CHARLES CUDD DE NOVO City: State: Zip: <br /> 15050 23RD AVENUE NORTH 5207 Eas�Suter308 <br /> Project Number: 10.02628 Minneapolis,MN 55421 <br /> PLYMOUTH, MN 55447 � � O Te1763-57�-2500 <br /> Phone: 612-333-8020 Fax: 612-335-5071 Drawing Date: 01-01-11 Fax763-571-1168 <br /> Sheet: 100f 16 www.u�teig.com <br /> OO COPYRIGHT ULTEIG ENGINEERS INC.2011 <br />