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Wall framing by others <br /> Sill plate by others wl 1/2" <br /> ,.-� diameter anchor bolts w/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)#4continuous horizontal bar <br /> wlin 18"of top of wall <br /> � 6"minimum thick cast-in-place <br /> = concrete wall <br /> � <br /> N <br /> #4 x 2'-0"long centered <br /> doweis w/5"minimum embed <br /> wet set o�epoxy grouted in Footing elevation may vary below <br /> place slab,provide frost protection per <br /> 8'wall soacina: Code <br /> 36"o.c.max for sand,30"o.c. 8"thick x�6"wide minimum <br /> max for SC,&24"o.c.max for unreinforced concrete strip <br /> clay footing,larger footing width may <br /> 8�+waN��� 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 /> �OQKQUT WALI. DETAIL <br /> Osvwp Engln�ering and Consuftlnp.L.L.C. 1901 E Henn�pM Aw.�201 ;�•� =•r'';;. <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolb,MN'55418 .*, ;� <br /> Description: Lookout Wall Detail(NOT TO SCALE) PhotN:812-720-4839 ��� ',� <br /> ��. <br /> Project# 14.100 Fax:812-a88-2988 ' .':' <br /> ? <br /> C�ient Name: Manor Concrete Construction,Inc. �w•�w���•� �' <br /> Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S5 of S6 -'�',` '" :c•�'. <br /> 112412015 <br />