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Wall framing by others <br /> Sill plate by others wl 1l2" <br /> diameter anchor bolts wl 7" <br /> minimum embed&standard <br /> washers @ 72"o.c.max or <br /> � ,; equivalent metal strap anchors <br /> (Anchor bolt clearance between <br /> edge of both wall and sill plate is <br /> to be 2") <br /> Grade to be at least 6"below top <br /> •�s of wall <br /> (1)#4 continuous horizontal bar <br /> wlin 18"of top of wall <br /> x <br /> � 6"minimum thick cast-in-place <br /> � concrete wall <br /> N <br /> M <br /> #4 x 2'-0"long centered�� <br /> dowels w/5"minimum embed <br /> wet set or epoxy grouted in Footing elevation may vary below <br /> place slab,provide frost protection per <br /> 8"wall�acing:_ Code <br /> 32"o.c.max for sand&24" 8"thick x 18"wide minimum <br /> o.c.max for SC&clay unreinforced concrete strip <br /> 8"+wall s�tcing: footing(16"wide minimum for <br /> 48"o.c.max for sand,42"o.c. maximum unbalanced grade of 2'- <br /> max for SC,&36"o.c. max for 6"or less),larger footing width <br /> clay may be required for speci�c soil <br /> bearing conditions to be <br /> determined per Code by others <br /> LOOKOUT WALL DETAIL <br /> Oswell EnglneeMng and Consulting,L.L.C. 1901 E Hennepin Ave.#201 ,t;-" r-'�; =i . <br /> Project Name: 2017 Standardized Concrete Foundation Drawings Mlnneapolis.MN 6b413 � - <br /> ��. <br /> Description: Lookout Wall Detail(NOT TO SCALE) Phone:612-T20-4639 <br /> Project# 16.100 Fax:612-888-2986 <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com <br /> Client Address: 15546 Cleveland Street, Elk River,MN 55330 Page S5 of S6 �``- ' '��_ '�, <br /> 1/1/2017 <br />