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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 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 /> , clearance extended at least <br /> � Maximum applied I � 24"minimum beyond each end <br /> � actual load=4000 pif� '� of beam section(bar length= <br /> I I _ step height+4') <br /> uniform or 12,000 � <br /> j pound concentrated � N 6"minimum thick cast-in-place <br /> � � concrete foundation wall <br /> I HIGH FOOTING <br /> I <br /> �------ <br /> i <br /> i <br /> i <br /> i <br /> i <br /> i <br /> �� High footing should be placed <br /> i <br /> � at 1-to-1 (45 degree)line,if <br /> LOW FOOTIN�3 �� 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 EngineeNng and Consulting�L.L.C. 1901 E Hennepin Ave�#201 ,?„��'�' •=�r' :i � <br /> Project Name: 2017 Standardized Concrete Foundation Drawings Minneapolis.MN 55413 Ea <br /> Description: Step Footing Detail (NOT TO SCALE) Phone:812-720-4639 ' <br /> Project# 16.100 Fa7t:812$88-2966 � <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com ' , <br /> Client Address: 15546 Cleveland Street, Elk River,MN 55330 Pa e S3 of S6 � `'�. a�-=�'". ' <br /> 1/1/2017 <br />