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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 wl 3"min <br /> , clearance extended at least <br /> � Maximum a lied I 24"minimum beyond each end <br /> � pp � � of beam section(bar length= <br /> �actual load=4000 plf� � step height+4') <br /> , uniform or 12,000 � � <br /> � pound concentrated � `"' ` ----- 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 /> �� 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 ` <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 �, <br /> Description: Step Footing Detail (NOT TO SCALE) Phone:612-720-4639 <br /> Project# 14.100 Fax:612-886-2966 � <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com � <br /> Client Address: 15546 Cleveland Street, Elk River, MN 55330 Pa e S3 of S6 <br /> 'I I24I2015 <br />