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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 /> �. <br /> ----- (1)#4 continuous horizontal barw/in <br /> 18"of top of wall <br /> m 6" minimum thick cast-in-place <br /> � concrefe wall <br /> iD <br /> � <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 spacinq: Code <br /> 36"o.c. max for sand, 30" o.c. 8"thick x 16"wide minimum <br /> max for SC, &24" o.c. max for unreinforced concrete strip footing, <br /> clay larger footing width may be required <br /> 8"+wall spacinq: for specific soil bearing conditions to <br /> 48"o.c. max for sand,42"o.c. be determined per Code by others <br /> max for SC, &36"o.c. max for <br /> clay <br /> LOOKOUT WALL DETAIL <br /> Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 ::q+``✓�� <br /> Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 �"� <br /> Description: Lookout Wall Detail (NOT TO SCALE) Phone: 612-720-4639 '� ` �i <br /> t <br /> Project# 13.100 Fax: 612-886-2966 4' �a <br /> ,� <br /> Client Name: Manor Concrete Construction, Inc. www.oswellec.com �'• <br /> Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Page S5 of S6 ���'"'K `'� �� ` <br /> i% � �: �s". <br /> 1/1/2014 <br />