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Sill plate by others w/112" <br /> Wall framing by others diameter anchor bolts wl 7" <br /> �—"'— minimum embed&standard <br /> washers @ 72"o.c.max or <br /> equivalent metal strap <br /> anchors <br /> �6"Min <br /> 6"minimum thick cast-in- <br /> �; <br /> place concrete lookout -��t� (1)#4 continuous horizontal <br /> wall x �`��' • �'��I bar w/in 18"of top of wall <br /> m <br /> E � <br /> . <br /> . <br /> 0o s, <br /> M Footing elevation may vary <br /> below slab,provide frost <br /> #4 x 2'-0"long centered protection per Code <br /> dowels wl 5"minimum -' -' <br /> embed wet set or epoxy �' 8"thick x 18"wide minimum <br /> grouted in place unreinforced concrete strip <br /> ,�-" footing(16"wide minimum <br /> for maximum unbalanced <br /> 6"wall spacin� grade of 2'-6"or less),larger <br /> 36"o.c.max for sand, footing width may be <br /> 30"o.c.max for SC,& required for specific soil <br /> 24"o.c.max for clay bearing conditions to be <br /> determined per Code by <br /> S"+wall spacin� others <br /> aa��o.c.max for sand, LOOKOUT WALL DETAIL <br /> 42"o.c.max for SC,& <br /> 36"o.c.max for clay <br /> Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 � - �- : <br /> �.;;' <br /> Project Name: 2013 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 <br /> Description: Lookout Wall Detail Phone:612-720-4639 <br /> Project# 12.100 Fax:612-886-2966 � <br /> Client Name: Charles Cudd De Novo,LLC www.oswellec.com <br /> Client Address: 15050 23rd Ave N,PI mouth,MN 55447 Page S5 of S6 ' ��" ' <br /> 12/312012 <br />