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Wall framing by others <br /> Sill plate by others wl 1/2" <br /> ._-�" diameter anchor bolts wl 7" <br /> minimum embed&standard <br /> washers @ 72"o.c.max or <br /> ��' equivalent metal strap anchors <br /> Grade to be at least 6"below top <br /> of wall <br /> — (1)#4 continuous horizontal bar <br /> wlin 18"of top of wall <br /> � 6"minimum thick cast-in-place <br /> = concrete wall <br /> � <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 /> �'wall��acir�: 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 <br /> clay footing, larger footing width may <br /> 8�+waM;�c�. be required for specific soil <br /> 48"o.c.max for sand,42"o.c. bearing conditions to be <br /> max for SC,&36"o.c.max for determined per Code by others <br /> clay <br /> L�OKOUT WAL� DETAIL <br /> Osw�N EngiMsring and Consultlnp.L.L.C. 1901 E Hennapin Atts.�201 �.�:+�C - =:�":r.. <br /> ProjeCt Name: 2015 Standardized Concrete Foundation Drawings Mir�eapolb,MN'�b41S ,r,, �� <br /> Description: Lookout Wall Detail(NOT TO SCALE) P1wn�:812-720-4839 ,�� � " <br /> ,,, <br /> ,,. . <br /> Project# 14.100 Fax:812-088-2988 �� ' <br /> Client Name: Manor Concrete Construction,Inc. �w•�w���•� '� '. <br /> _--- ,• • ' <br /> Client Address: �1225 90th Ave N Ma le Grove MN 55369 Page S5 of S6 •��' '� .�•'l. <br /> 112412015 <br />