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%2"f7S x 10" LONG ANCHOR WOOD FRAMING ABOVE BY OTHERS <br /> BOLTS (7"MIN. EMBED) <br /> Qa 72"O.C. MAX. OR SILL PLATE TO MATCH <br /> EQUIVALENT METAL FRAME WALL ABOVE <br /> STRAP ANCHORS OPTIONAL SLAB LEDGE <br /> CONTRACTOR IS TO PROVIDE <br /> TEMPORARY TOP OF WALL CONCRETE SLAB-ON-GRADE <br /> BRACING UNTIL BASEMENT <br /> SLAB-ON-GRADE IS IN PLACE � a. a . � <br /> (HOOKS INTO BASEMENT SLAB J ° a ° ° <br /> PROVIDE REQUIRED TOP OF i—I I —I I I I I1= ' <br /> WALL LATERAL SUPPORT) I I I—I I I—I I� <br /> o I_�i i_�j� #4x4'-0"HOOKS Qa 24" O.C. BENT OR <br /> i� m I I I— � DRILLED AND EPDXY GROUTED <br /> �j �=��� 3'-0" <br /> o � a il O� <br /> GRADUAL 2%SLOPE �o Y a I- '� <br /> GRADE AWAY FROM Q GFiANULAR MATERIAL(SAND) <br /> FOUNDATION PER = ° <br /> GENERAL NOTE 6 � (1)#4xCONTiNUOUS HORIZONTAL <br /> ,� i_� d • BAR AT TOP OF WALL <br /> ,,,,��i�li i iI�II I 1=,I I� I I��I a � #4xCONTINUOUS HORIZONTAL <br /> #5 VERTICAL BARS @ 24"O.C. ' —I��—���—��� <br /> CENTERED IN WALL TO AID IN ��1=I I I—I .. . BAR @ 24"O.G TYP <br /> THE REDUCTION OF CRACKING ��_, I I I- °� � <br /> �—� a : 8" MIN. C.I.P. CONCRETE <br /> AND BACKFILLING ISSUES PRIOR 'I� FOUNDATION WALL <br /> TO TOP OF WALL PINNING ° <br /> OPTIONAL 2" RIGID INSULATION ON <br /> ° INSIDE FACE AND UNDER <br /> #4x2'-0" DOWELS @ 48"O.C. °� SLAB-ON-GRADE FOR 24"MIN. <br /> MAX(5" MIN. EMBED) a °. <br /> � UNREINFORCED CONCRETE <br /> ° a,4 a . STRIP FOOTING SEE S7 <br /> a (DROP FOR FROST AS <br /> ° REQUIRED PER SITE DESIGN) <br /> DETAIL ABOVE MAY ONLY BE UTLITIZED FOR A LENGTH OF 15'-0" <br /> —�TTm�����- '2016 C.I.P. CONCRETE FOUNDATION SITE ADDRESS: Date Rev <br /> � -,� � ����''='� �GUIDELINE DRAWINGS <br /> i�NBALANCED FOUNDATION DETAIL Project: <br /> ���� 't�Cl Concrete Inc. <br /> �.,,:°{ <br /> '?175 Isanti Street NE City: State: MN zP: <br /> 3a°iK'i�°`�a°e"°"n Blaine, MN 55449 Project Number: 6.001 ^ ///��� <br /> Suite 4 ` '� <br /> Plymouth,MN 55441 Drawing Date: January 1,2016 ` <br /> rei sizaoa-ss�z Client: Sheet: 6 of 15 V <br /> www.hanson rou mn.com <br /> Qc COPYRIGHT HANSON GROUP LLC 2016 <br />