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r • <br /> � <br /> Adjacent steps are to be placed <br /> no closer to either side of the <br /> beam section than twice the <br /> ', 6'-0" maximum ste 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 actuall �, beyond each end of beam section <br /> � load =4000 plf uniform � -� (bar length = step height+4') <br /> , or 12,000 pound , � <br /> concentrated � `V <br /> � ( - 6" minimum thick cast-in-place <br /> � � concrete foundation wall <br /> , , <br /> � HIGH FOOTING <br /> I <br /> �------ <br /> i <br /> i <br /> i <br /> i <br /> i <br /> i <br /> � _., ._ <br /> _ <br /> �� � ���� �"��""` � �� � ��- High footing should be placed at <br /> i <br /> � 1-to-1 (45 degree)line, if high <br /> LOW FOOTING �� footing is closer to step than this <br /> i 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 ���� �«'' '�-� a <br /> Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 �: <br /> Description: Step Footing Detail(NOT TO SCALE) Phone: 612-720-4639 ��. �� <br /> Project# 13.100 Fax: 612-886-2966 � ��yy <br /> _ ' � <br /> Client Name: Abfalter Brothers Concrete LLC www.osweliec.com ' <br /> e <br /> Client Address: 15546 Cleveland Street, Elk River, MN 55330 Pa e S3 of S6 ��f¢�•", +°���'� -' <br /> 1/1/2014 <br />