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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 plf� of beam section(bar length= <br /> � unfform or�2,000 � s step height+4') <br /> v <br /> j pound concentrated � N � -'--6"mi�imum thick cast-in-place <br /> � � concrete foundation wall <br /> � � <br /> � HIOH FOOTINO <br /> I <br /> ��----- <br /> i <br /> i <br /> i <br /> i <br /> i <br /> i <br /> � High footing should be placed <br /> �i� at 1-ta1 (45 degree)line,if <br /> LOW FOOTIN� �� high footing is closer to step <br /> � than this line,place beam <br /> section reba�as if it was at <br /> this line as shown <br /> FOOTING STEP DETAIL <br /> Oswsll EnpinNrinp and Conwltlnp.L.LC. 1901 E Hennepin Ave��201 ,l,•'. . '.+. <br /> Project Name: 2015 Standardized Concrete Foundation Drawings MInlNapolh�MN 55418 ;` <br /> Description: Step Footing Detail(NOT TO SCALE) Phaw:812-720-4d39 �� <br /> Project# 14.100 Fax:612-8ad-Z9aA `' <br /> Client Name: Manor Concrete Construction,Inc. www.o�wMl�o.com <br /> Client Address: 11225 90th Ave N Ma le Grove MN 55369 Pa e S3 of S6 �%'`w`' ":'•�'�.- <br /> �r2ar2o�5 <br />