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1/2"0 ANCHOR BOLTS <br /> (7" MIN EMBED) OR <br /> METALSTRAP <br /> ANCHOR @ 72"O.C. FRAMING &SILL <br /> MAX PLATE BY OTHERS <br /> Z (1)#4 x CONT <br /> SLOPE GRADE AWAY FROM � HORIZONTAL BAR AT <br /> FOUNDATION CD ° � TOP OF WALL <br /> a <br /> — <br /> , 'I�il!I�i���_� . <br /> � il�ll��� °�' <br /> - ''-i I I Q a <br /> �- <br /> '�� . a: <br /> d X <br /> 6"MIN THICK GI.P. � a <br /> � <br /> CONCRETE o <br /> FOUNDATION WALL c%� <br /> 9 e <br /> a <br /> #4 x 2'-0" DOWELS(5"MIN. , <br /> EMBED) CENTERED IN WALL @ SLAB-ON-GRADE <br /> 48"O.C. (SAND SOIL) � <br /> OR 36"O.C. (SANDY-CLAY SOIL) ; <br /> OR 24"O.C. (CLAY SOIL) <br /> DOWELS MUST BE WET SET OR -'�— _ <br /> DRILLED AND EPDXY GROUTED ° � ' ° -I I I ��� � <br /> � I � ° -0 ° - UNREINFORCED CONCRETE STRIP <br /> � ' �' ; �� FOOTING SEE S7 <br /> (18"MIN WIDTH FOR CLAY BACKFILL OR <br /> 16"MIN WIDTH IF 2'-6"MAX UNBALANCED <br /> SIMILAR REQUIREMENTS � e° BACKFILL) <br /> DESCRIBED ABOVE ARE <br /> APPLICABLE EXTEND WALL DOWN <br /> (ADD ADDITIONAL#4 n AS REQUIRED FOR FROST <br /> HORIZONTAL BARS @ 24" � a PROTECTION OR SOILS <br /> O.C.) a , a ��, CORRECTION <br /> m , <br /> I � <br /> L____ __ '------ -_ <br /> 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev <br /> GUIDELINE DRAWINGS <br /> LOOKOUT/KNEE WALL DETAIL Project: <br /> T & J Concrete & Masonry, Inc. <br /> 9100 Baltimore Street NE#105 <br /> - City: State: MN Zip: <br /> sao�K�ime��a�eNonn Blaine, MN 55449 <br /> s��cea Project Number: 4.001 �� <br /> Prymo��n,MN seaai Drawing Date: Januarv 1.2014 <br /> Teis�zaos-ss�z Client: Sheet: 5 of 15 <br /> www.henson rou mn.com <br /> Qc COPYRIGHT HANSON GROUP LLC 2014 <br />