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Y2"�x 10" LONG ANCHOR WOOD FRAMING ABOVE BY OTHERS <br /> BOLTS (7" MIN. EMBED) <br /> @ 72"O.C. MAX. OR <br /> EQUIVALENT METAL <br /> STRAP ANCHORS SILL PLATE TO MATCH FRAME WALL <br /> ABOVE <br /> 16"MAX FOR 4"THICK STEM <br /> z <br /> 24"MAX. FOR 6"THICK STEM <br /> SLOPE GRADE AWAY FFiOM � CONCRETE SLAB-ON-GRADE BY OTHERS <br /> FOUNDATION `� a <br /> ��� 11=111�I I I , � <br /> "'=�I 1=1 I 1=1 I 1=1 I I ' <br /> �i— _ y a �°�—��°���—�. <br /> -I I I—�— I i—I I 1=1 I 1=1��—' <br /> ' I I I—i l l_ ' <br /> OPTIONAL STEM WALL I I��I,��I I I I • I I.;I I I;� <br /> MINIMUM THICKNESS TO ��� a. I I ti (1�#4xCONTINUOUS HaRIZONTAL BAR AT <br /> MATCH SILL PLATE ° I I�� TOP OF WALL <br /> I i. <br /> d <br /> d <br /> a <br /> 6"MIN. C.I.P. CONCRETE FOUNDATION <br /> a WALL <br /> a <br /> INSULATION BY OTHERS <br /> a (OPTIONAL AT GARAGES) <br /> a <br /> #4x2'-0" DOWELS @ 72" O.C. <br /> MAX(5"MIN. EMBED) � UNREINFORCED CONCRETE STRIP <br /> DOWELS ARE NOT � <br /> REQUIRED IF BACKFILL IS FOOTING SEE S7 <br /> PLACED EQUALLY ON BOTH a <br /> a . <br /> SIDES IN LIFTS NOT TO a <br /> EXCEED 24"-ALTERNATE ° ° ° ' <br /> EACH SIDE a a <br /> 2016 C.I,P. CONCRETE FOUNDATION SITE ADDRESS: Date Rev <br /> !��,,_-���°-.-��,°-�= GUIDELINE DRAWINGS <br /> :'dALKOUT WALL DETAIL Project: <br /> ��K <br /> � ��CI Concrete Inc. <br /> ���'1751santi Street NE aty: state: nnN z�p: <br /> ` �' "�"�``°°r:°", Blaine, MN 55449 Project Number: 6.001 /� <br /> Suite 4 ( ■ A <br /> Plymouth,MN 55447 Drawing Date: Januarv 1,2016 '�7(�, <br /> Te1612-708-3572 Client: Sheet: 4 of 15 v 1 <br /> www.hanson rou mn.com <br /> OO COPYRIGHT HANSON GROUP LLC 2016 <br />