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Wall 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 /> �s,�u 4•' <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 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 wa►I is at least 8"thick <br /> Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 ��k�`� "i* '' <br /> ' � <br /> Project Name: 2013 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 r. ��" <br /> �� ' <br /> Description: Frost Wall Detail Phone:612-720-4639 $ �� <br /> Project# 12.100 Fax:612-886-2966 ��� , . \ � <br /> Client Name: Charles Cudd De Novo,LLC www.oswellec.com ��i ' '�' <br /> Client Address: 15050 23rd Ave N,Plymouth,MN 55447 Page S4 of S6 b����;+�,`;F�r;;, ;''��� <br /> 12/3/2012 <br />