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, . <br /> , <br /> Wall framing by others <br /> Sill plate by oth�rs 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 /> �r wall <br /> \ <:. � ' <br /> � <br /> � � \. . <br /> !� � �� a <br /> � -�-- (1)#4 continuous horizontal bar w/in <br /> � �� 18"of top of wall <br /> -- - 6"minim�m thick cast-in-place <br /> concrete wall <br /> .-- #4 x 2'-0"long dowels @ 72"o.c. <br /> max w/5" minimum embed <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 /> Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 '� <br /> Description: Frost Wall Detail(NOT TO SCALE) Phone: 612-720-4639 - �" <br /> �� <br /> Project# 13.100 Fax: 612-886-2966 � <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com `� � <br /> ��: <br /> Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S4 of S6 #���, ��° �,� ' <br /> 1/1/2014 <br />