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Wall framing by others . f Sill plate by others wl 1/2" <br /> �'" , .-�`"l• diameter anchor bolts wl 7" <br /> � ' ..-f` minimum embed&standard <br /> _ _.... <br /> washers @ 72"o.c.max or <br /> equivalent metal strap <br /> anchors <br /> �_�.... ... ........ . .. .. .•--• Maximum stem height is 12" <br /> (width to match sill plate) <br /> 6"Min <br /> 6"minimum thick cast-in- -.� �.,�,,,_ <br /> place concrete wall w/ '`' <br /> optional slab ledge �'�'-�""� -- (1)#4 continuous horizontal <br /> bar w/in 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 wall . 8"minimum thick <br /> is backfilled in equal �.�'`j unreinforced concrete strip <br /> alternating lifts not exceeding f,,,-�� footing,required width to be <br /> 24"in height) / determined per Code by <br /> ,,.d` Others <br /> WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL <br /> Note: Maximum unbalanced fill height may be up to 36"provided the wall is at least 8"thick <br /> Oswell Enginee�ing and Consulting,L.L.C. 1901 E Hen�epi�Ave,#201 • <br /> Project Name: 2013 Standardized Concrete Foundation Drawings Mi�neapolis,MN 55413 <br /> Description: Frost Wall Detail Phone:612-720-4839 <br /> Project# 12.100 Fax:612$86-2966 <br /> Client Name: Excel Concrete,Inc. www.oswellec.com <br /> Client Address: 7363 Norlin Avenue SW,Cokato,MN 55321 Page S4 of S6 <br /> 12/3/2012 <br />