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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 /> height of the largest step <br /> 6'-0"maximum ste <br /> (beam section) Optional control joint each end of <br /> beam section by others <br /> / (2)bundled#4 horizontal bars top <br /> y/ &bottom w/3"min clearance <br /> '�� extended at least 24"minimum <br /> � � �, beyond each end of beam section <br /> � ; �I 1 <br /> ; Maximum applied actual , �. <br /> I load=4000 plf uniform or I E ��.: 6"minimum thick cast-in-place <br /> 12,000 pound � concrete foundation wall <br /> � concentrated � N, <br /> I I "'' <br /> �� <br /> � <br /> � HIGH FOOTING <br /> I <br /> I <br /> �-------� <br /> /��E�______._ --- High footing should be placed at 1- <br /> � to-1 (45 degree) line,if footing is <br /> �� closer to step than this line, place <br /> LOW FOOTING ���/ rebar as if it was at this line as <br /> � shown <br /> ;� <br /> � <br /> FOOTING STEP DETAIL <br /> Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 - �� :� <br /> Project Name: 2013 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 � <br /> Description: Step Footing Detail Phone:612-720-4639 � <br /> � <br /> Project# 12.100 Fax:612-886-2966 4� ', <br /> Client Name: Charles Cudd De Novo, LLC www.oswellec.com *' <br /> Client Address: 15050 23rd Ave N,PI mouth, MN 55447 Page S3 of S6 ` . , • <br /> 12/3/2012 <br />