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t 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 /> � <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 /> , <br /> _.�,-- <br /> &bottom w/3"min clearance <br /> extended at least 24"minimum <br /> � � beyond each end of beam section <br /> � <br /> I I <br /> ; Maximum applied actual � �,; <br /> I load=4000 plf uniform or I �E.': <br /> , - 6"minimum thick cast-in-place <br /> 12,000 pound � �` E�"�' concrete foundation wall <br /> � concentrated � `~' <br /> I I <br /> � HIGH FOOTING <br /> I <br /> 1 <br /> •--------� <br /> j� �� -- High footing should be placed at 1- <br /> � ���--�...�... <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 /> ;� <br /> � <br /> � shown <br /> FOOTING STEP DETAIL <br /> Oswell Enginee�ing 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:612-720-4638 <br /> Project# 12.100 Fax:612-88&2966 <br /> Client Name: Excel Concrete,Inc. www.oswellec.com <br /> Client Address: 7363 Norlin Avenue SW,Cokato,MN 55321 Page S3 of S6 <br /> 12/3/2012 <br />