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Wall framing by others <br /> Sill plate by others wl 112" <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)#4continuous horizontal bar <br /> wlin 18"of top of wal! <br /> � 6"minimum thick cast-in-place <br /> � concrete wall <br /> � <br /> fV <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 soacin�: 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't w�N�wcin�• 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 /> I.t?OKOUT WA�L DETAIL <br /> well Engkwe�ing and Consultkp.L.L.C. 1901 E Hent�epin Ave,�1 ..�,:�- .�-� =� <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Mirxtieapolb,MN'55413 =� ;; <br /> Description: Lookout Wall Detail(NOT TO SCALE) P�w�812-����9 ';�, �. <br /> Project# 14.100 F�x:612-056-2988 ' '�' <br /> .� <br /> Client Name: Manor Concrete Construction,Inc. �w•�w���•�^ �'.• '• <br /> Ciient Address: 11225 90th Ave N Ma le Grove MN 55369 Page S5 of S6 ` `'" `" �'. k <br /> .:. .:. <br /> 1124l2015 <br />