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Wall framing by others <br /> Sill plate by others w/112" <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)#4 continuous horizontal bar <br /> wlin 18"of top of wall <br /> � 6"minimum thick cast-in-place <br /> s concrete wall <br /> � <br /> N <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 soacina: 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 /> g'+ry�M awcirw' 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 /> �ooKouT wA�� ��rAi� <br /> Osw�ll EngM�erb�g and CortsuMJrp,L.L.C. 1901 E Hen�pin Aw,�201 ,�;�". � �. " :%� <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Min�eapolb,MN'Sb413 � <br /> Description: Lookout Wall Detaii(NOT TO SCALE) PFtoM:812-720-4839 ,• •'r" <br /> Project# 14.100 F�x:812-886-2988 � '� <br /> Client Name: Manor Concrete Construction,Inc. w�•osw���•� <br /> Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S5 of S6 �•'' '" :�•=l. <br /> 1124I2015 <br />