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Adjacent steps are to be placed <br /> no closer to either side of the <br /> beam section than twice the <br /> 6'-0"maximum step . height of the largest step <br /> (beam section) Optional control joint each end of <br /> beam section by others <br /> -�(2)bundled#4 horizontal bars top <br /> &bottom w/3"min clearance <br /> extended at least 24" minimum <br /> (Maximum applied actual) beyond each end of beam section <br /> (bar length=step height+4') <br /> i load=4000 plf uniform _E <br /> or 12,000 pound N <br /> concentrated j — 6" minimum thick cast-in-place <br /> concrete foundation wall <br /> I HIGH FOOTING <br /> i <br /> i <br /> i <br /> i <br /> i <br /> i� High footing should be placed at <br /> i� 1-to-1 (45 degree)line, if high <br /> �� footing is closer to step than this <br /> LOW FOOTING <br /> � line, place beam section rebar as <br /> if it was at this line as shown <br /> FOOTING STEP DETAIL <br /> Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 � .. '. <br /> Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 <br /> �> 0 <br /> Description: Step Footing Detail (NOT TO SCALE) Phone: 612-720-4639 <br /> Fax: 612-886-2966 <br /> Project# 13.100 r <br /> Client Name: Charles Cudd De Novo www.oswellec.com , <br /> Client Address: 15050 23rd Ave N, Plymouth, MN 55447 Page S3 of S6 ►�' "*- �.•.. <br /> 1/1/2014 <br />