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Wall framing by others Sill plate by others wl 1/2" <br /> diameter anchor bolts wl 7" <br /> minimum embed&standard <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 wlin 18"of top of wall <br /> � <br /> . �,t°: <br /> '.,;x <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 wail 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/ 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 Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 a :_ . <br /> Project Name: 2013 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 <br /> Oescription: Frost Wall Detail Phone:612-720-4639 �` <br /> Project# 12.100 Fax:612-886-2966 <br /> :' '� <br /> Client Name: Charles Cudd De Novo,LLC www.oswellec.com � '. <br /> Client Address: 15050 23rd Ave N, Plymouth,MN 55447 Page S4 of S6 ``� •' <br /> 121312012 <br />