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12"�x 10" LONG ANCHOR <br /> BOLTS (7" MIN. EMBED) <br /> Qa 72"O.C. MAX. OR <br /> EQUIVALENT METAL <br /> STRAP ANCHORS FRAMING &SILL <br /> PLATE BY OTHERS <br /> z ° ---_(1)#4 x CONT <br /> SLOPE GRADE AWAY FROM � a HORIZONTAL BAR AT <br /> FOUNDATION ° TOP OF WALL <br /> _ d - <br /> II_ I I—��—��� ��� <br /> � ���-���_���—��I ° .. <br /> I—���I��I�I������ a , <br /> -�j�_��I��� a ° . . <br /> ,�Id <br /> d X <br /> 6"MIN THICK C.I.P. �, Q <br /> � <br /> CONCRETE - <br /> 0 <br /> FOUNDATION WALL r, <br /> a a <br /> a <br /> #4 x 2'-0" DOWELS (5"MIN. a <br /> EMBED)CENTERED IN WALL Qa 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 � �. I I1-1_I— i'– <br /> DRILLED AND EPDXY GROUTED ° ' � I I I=I�� <br /> a III—'� <br /> � ° ° ' UNREINFORCED CONCRETE STRIP <br /> ° a I� FOOTING SEE S7 <br /> (18"MIN WIDTH FOR CLAY BACKFILL OR <br /> 16"MIN WIDTH IF 2'-6"MAX UNBALANCED <br /> BACKFILL) <br /> 2416 C.I.P. CONCRETE FOUNDATION SITE ADDRESS: Date Rev <br /> • '• ' GUIDELINE DRAWINGS <br /> LOOKOUT/KNEE WALL DETAIL Project: <br /> KCI Concrete Inc. <br /> '' 9175 Isanti Street NE City: State: MN z�P: <br /> 3'o�K°me��a°s"ae4 Blaine, MN 55449 Project Number: 6.001 <br /> Piymou�n,MN ssaai Drawing Date: Januarv 1,2016 C� <br /> Tel 612J08-3572 Client: v <br /> www.hanson rou mn.com Sheet: 5 of 15 <br /> �O COPYRIGHT HANSON GROUP LLC 2016 <br />