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Adjacent steps are to be <br /> -- placed no closer to either side <br /> of the beam section than twice <br /> 6'-0"maximum ste J the height of the largest step <br /> (beam section) Optional control joint each end <br /> of beam section by others <br /> (2)bundled#4 horizontal bars <br /> top&bottom w/3"min <br /> I I clearance extended at least <br /> Maximum applied I 24"minimum beyond each end <br /> actual load=4000 plf of beam section(bar length= <br /> u - step height+4') <br /> uniform or 12,000 <br /> pound concentrated a E 6"minimum thick cast-in-place <br /> concrete foundation wall <br /> HIGH FOOTING <br /> i <br /> i <br /> High footing should be placed <br /> i at 1-to-1 (45 degree)line, if <br /> LOW FOOTING // high footing is closer to step <br /> i than this line, place beam <br /> section rebar as if it was at <br /> this line as shown <br /> FOOTING STEP DETAIL <br /> Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Aye,#201 1., 7 r <br /> gill !II <br /> Project Name: 2017 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 <br /> Description: Step Footing Detail(NOT TO SCALE) Phone:612-720-4639 : •� <br /> Project# 16.100 Fax:612-886-2966 '� <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com <br /> Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S3 of S6 <br /> 1/1/2017 <br />