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Sill plate by others w/1/2" <br /> Wall framing by others diameter anchor bolts wl 7" <br /> _) minimum embed&standard <br /> washers @ 72"o.c.max or <br /> � <br /> equivalent metai strap <br /> ;=,�µ� � anchors <br /> 6"Min <br /> 6"minimum thick cast-in- <br /> place concrete lookout (1)#4 continuous horizontal <br /> wall � l � bar w/in 18"of top of wall <br /> E <br /> � <br /> �;� Footing elevation may vary <br /> below slab,provide frost <br /> t' protection per Code <br /> #4 x 2'-0"long centered <br /> dowels w/5"minimum 8"thick x 18"wide minimum <br /> embed wet set or epoxy unreinforced concrete strip <br /> grouted in place _ <br /> footing(16"wide minimum <br /> for maximum unbalanced <br /> 6"wall spacing; 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 /> 8"+Wall spacing; others <br /> aa��o.c.maxforsand, 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. p� �' ���k'�� <br /> 1901 E Henne m Ave,#201 F�}.-•-�A-�,�:��t <br /> Project Name: 2013 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 �x' �;� <br /> Description: Lookout Wall Detail Phone:612-720-4639 �;� � <br /> Project# 12.100 Fax:612-886-2966 �� : r� <br /> v <br /> Client Name: Charles Cudd De Novo,LLC www.oswelleacom �� �.�'�,' <br /> Client Address: 15050 23rd Ave N,Plymouth,MN 55447 Page S5 of S6 y,�'`�,�'`- ��,�� <br /> 12/3/2012 <br />