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YZ"0 x 10" LONG ANCHOR WOOD FRAMING ABOVE BY OTHERS <br /> BOLTS(7" MIN. EMBED) <br /> @ 72"O.C. MAX.OR SILL PLATE TO MATCH FRAME WALL <br /> EQUIVALENT METAL STRAP ABOVE <br /> ANCHORS OPTIONAL SLAB LEDGE <br /> CONCRETE SLAB-ON-GRADE <br /> (1)#4xCONTINUOUS <br /> HORIZONTAL BAR AT TOP cn � , <br /> OF WALL � � . a a a. <br /> � <br /> O <br /> X o , _ #4x4'-0" HOOKS @ 24"O.C. BENT OR <br /> � -M �___I.... �I I <br /> � DRILLED AND EPDXY GROUTED <br /> �—+' 3'-0„ <br /> o � � _II' o� <br /> � <br /> � o a �- �: <br /> � GRANULAR MATERIAL(SAND) <br /> GRADUAL 2%SLOPE O <br /> GRADE AWAY FROM Z #4xCONTINUOUS HORIZONTAL BAR @ <br /> FOUNDATION PER 24"O.C.TYP <br /> a , <br /> GENERAL NO 6—i 8"MIN. C.I.P. CONCRETE FOUNDATION <br /> — a <br /> - 'i WALL-w/#5 VERTICAL BARS @ 24"O.C. <br /> ��i I I °° TO AID IN THE REDUCTION OF CRACKING <br /> 'f--= a : AND BACKFILLING ISSUES PRIOR TO TOP <br /> 'f OF WALL PINNING <br /> #4x2'-0"DOWELS @ 48"O.C. � OPTIONAL 2" RIGID INSULATION ON <br /> MAX(5" MIN. EMBED) a INSIDE FACE AND UNDER <br /> a <br /> � . SLAB-ON-GRADE FOR 24"MIN. <br /> ° UNREINFORCED CONCRETE STRIP <br /> a . <br /> a ; a FOOTING SEE S7 <br /> ° (DROP FOR FROST AS REQUIRED PER <br /> ° a SITE DESIGN) <br /> DETAIL ABOVE MAY ONLY BE UTLITIZED FOR A SPAN OF 15'-0" <br /> 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev <br /> GUIDELINE DRAWINGS <br /> UNBALANCED FOUNDATION DETAIL Project: <br /> T & J Concrete & Masonry, Inc. <br /> 9100 Baltimore Street NE#105 <br /> � Blaine, MN 55449 Ciry: State: MN z�P: <br /> 3407 Kilmer Lane North <br /> s��tea ProjectNumber: 4.001 �� <br /> PiYmo�th,Mr,ssaa� Drawing Date: Januarv 1.2014 <br /> Tei si zaos-3s�z Client• <br /> www.hanson rou mn.com Sheet: 6 Of 15 <br /> �O COPYRIGHT HANSON GROUP LLC 2014 <br />