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Wali framing by others <br /> Sill plate by others w/ 1/2"diameter <br /> anchor bolts w/7" minimum embed <br /> &standard washers @ 72" o.c. max <br /> or equivalent metal strap anchors <br /> Optional slab ledge, maximum <br /> stem height is 12"w/width to <br /> match sill plate Grade to be at least 6" below top of <br /> � wa I I <br /> �� <br /> (1)#4 continuous horizontal bar w/in <br /> 18"of top of wall <br /> 6" minimum thick cast-in-place <br /> concrete wall <br /> #4 x 2'-0" long dowels @ 72" o.c. <br /> max w/5"minimum embed <br /> � <br /> 8" minimum thick unreinforced <br /> concrete strip footing, required width <br /> to be determined per Code by <br /> others, provide frost protection per <br /> Code <br /> WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL <br /> Note: Maximum unbalanced fill height is 36"for 8"thick wall &48"for 10"wall <br /> Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 �' -�;• .% . <br /> e a �' <br /> Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 •� � <br /> _� <br /> Description: Frost Wall Detail (NOT TO SCALE) Phone: 612-720-4639 •� '� <br /> :�' <br /> Project# 13.100 Fax: 612-886-2966 �,�.� t <br /> , <br /> h. <br /> Client Name: Manor Concrete Construction, Inc. www.oswellec.com �' <br /> Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Page S4 of S6 �x'. : `�� ' .�. <br /> 1/1/2014 <br />