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Wall framing by others <br /> III:late by others w/1/2"diameter <br /> iiiir<:_____ <br /> or bolts w/7"minimum embed <br /> ndard washers @ 72"o.c. max <br /> uivalent metal strap anchors <br /> Optional slab ledge, maximum <br /> stem height is 12"w/width to <br /> match sill plate e to be at least 6"below top of <br /> ffilit 71P1r <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 /> 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,#2018 f. <br /> Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 <br /> Description: Frost Wall Detail(NOT TO SCALE) Phone: 612-7204639 ° s 1 <br /> Project# 13.100 Fax: 612-886-2966 Fi:i 1-44. <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com <br /> Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S4 of S6 , ! <br /> 1/1/2014 <br />