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, <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 wl 3"min <br /> , clearance extended at least <br /> � Maximum applied I � 24"minimum beyond each end <br /> �actual load=4000 plf� '� of beam section(bar length= <br /> � uniform or 12,000 � ■ step height+4') <br /> v <br /> j pound concentrated I N 6"minimum thick cast-in-place <br /> � <br /> � � concrete foundation wall <br /> � , <br /> I HIOH 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-ta1 (45 degree)line,if <br /> LO�V 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 amd Consulting,L.LC. 1901 E Hennepin Ave,#201 .�,•� " r . <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolls,MN 55413 ;. ' <br /> Description: Step Footing Detail(NOT TO SCALE) Phone:612•720-4639 <br /> Project# 14.100 Fax:612-886-2866 � <br /> Client Name: Kopp Concrete Inc www.oswellec.com ' <br /> Client Address: 16455122nd Street,Becker,MN 55308 Pa e S3 of S6 ���•"-`. ' <br /> 1/24/2015 <br />