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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 /> —A--____ <br /> —. pr <br /> K <br /> (1)#4 continuous horizontal bar w/in <br /> 18"of top of wall <br /> E6" minimum thick cast-in-place <br /> concrete wall <br /> N <br /> Cv) <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. v 8"thick x 18"wide minimum <br /> max for SC&clay unreinforced concrete strip footing <br /> L7 <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,#201 • "'. `°.,;; <br />