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Wall 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 /> Grade to be at least 6"below top of <br /> wall <br /> (1)#4 continuous horizontal bar w/in <br /> 18"of top of wall <br /> m _�� 6"minimum thick cast-in-place <br /> E concrete wall <br /> N <br /> M <br /> #4 x 2'-0"long centered dowels <br /> w/5" minimum embed wet set or Footing elevation may vary below <br /> epoxy grouted in place slab, provide frost protection per <br /> 6"wall spacing: Code <br /> 32"o.c. max for sand&24"o.c. 8"thick x 18"wide minimum <br /> max for SC&clay unreinforced concrete strip footing <br /> 8"+wall spacing: (16"wide minimum for maximum <br /> 48"o.c. max for sand,42"o.c. unbalanced grade of 2'-6"or less), <br /> max for SC, &36"o.c. max for larger footing width may be required <br /> clay for specific soil bearing conditions to <br /> be determined per Code by others <br /> LOOKOUT WALL DETAIL <br /> Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201v . <br /> Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 yrs. <br /> Description: Lookout Wall Detail (NOT TO SCALE) Phone:612-720-4639 '' <br /> Project# 13.100 Fax:612-886-2966 <br /> Client Name: Charles Cudd De Novo www.oswellec.com <br /> r` •t <br /> Client Address: 15050 23rd Ave N, Plymouth, MN 55447 Page S5 of S6 ` :``�' * <br /> 1/1/2014 <br />