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Wail framing by others Sill plate by others w/112" <br /> diameter anchor bolts w/7" <br /> minimum embed&standard <br /> washers @ 72"o.c.max or <br /> equivalent metal strap <br /> anchors <br /> iuiax��ti�um stem�►e�ght is 72" <br /> (width to match silt plate) <br /> 6"Min <br /> 6"minimum thick cast-in- y� <br /> place concrete wall wl <br /> optional slab ledge (1)#4 continuous horizontal <br /> bar wlin 18"of top of wall <br /> Provide frost protection per <br /> Code <br /> #4 x 2'-0"long dowels @ 72" <br /> o.c.max w!5"minimum embed <br /> (dowels are not required if wa(I 8"minimum thick <br /> is backfilled in equal unreinforced concrete strip <br /> alternating lifts not exceeding footing,required width to be <br /> 24"in height) determined per Code by <br /> others <br /> WALKOUT/ SLA�-4�-�RADE FROST WALL DET�►IL <br /> Note: Maximum unbalanced fill height may be up to 36"provided the wall is at least 8"thick <br /> Oswell EngineeNng and Consultln�,L.I.C. 1901 E Hennepin Ave,#201 <br /> Project Name: 2012 Standardized Concrete Foundation Drawings Minneapolls,N9Pi 55418 <br /> Description: Frost Wall Detail Phone:612-720-4639 <br /> Project# 11.072 FBx:812-888-2988 <br /> i <br /> Client Name: Concrete Forming, Inc. www.oswellec.com <br /> Client Address: 18641 Lake Geor e Blvd,Anoka,MN 55303 Page 4 of 6 <br /> 1/19/2012 <br />