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� -- <br /> � � , <br /> 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 /> � Maxitmum applied 1 � 24" minimum beyond each end <br /> � � of beam section (bar length= <br /> ' actual load=4000 plf� �� <br /> � uniform or 12,000 � a step height+4') <br /> � pound concentrated � N 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 /> i <br /> � High footing should be placed <br /> � 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 Ave,#201 m�,�� �� =��'�. <br /> A� <br /> Project Name: 2016 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 p <br /> ,�t � <br /> Description: Step Footing Detail (NOTTO SCALE) Phone:612-720-4639 t <br /> Project# 15.100 Fax: 612-886-2966 � <br /> Client Name: Manor Concrete Construction, Inc. www.oswelleacom ' , <br /> � a�� <br /> Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Pa e S3 of S6 +� '#: , • <br /> 1/112016 <br />