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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 sectian) /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 /> I Maximum applied I 24"minimum beyond each end <br /> � � � of beam section(bar length= <br /> �actual load=4000 plf� � step height+4') <br /> , unffonn or 12,000 , � <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-to-1 (45 degree)line,if <br /> LOW FOOTINO �� high footing is closer to step <br /> � than this line,place beam <br /> section rebar as if it was at <br /> this line as shown <br /> FOOTING STEP DETAIL <br /> Oswell EnpinNrN�and Conwltlnp.L.LC. 1901 E HennepM Ave.�201 l,,�x• '•� � <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Mlnn�apolh.MN 55418 ;� <br /> Description: Step Footing Oetail(NOT TO SCALE) Phaw:812-720-4d39 ,,,�: �, <br /> Project# 14.100 Fax:612-8�29a8 � �� <br /> Client Name: Manor Concrete Construction,Inc. www.o�wN1�C.com <br /> Client Address: 11225 90th Ave N Ma le Grove MN 55369 Pa e S3 of S6 •�� �'-t''•� ' <br /> 1/24I2015 <br />