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I <br /> i <br /> � <br /> Adjacent steps are to be placed <br /> no closer to either side of the � <br /> beam section than twice the <br /> height of the largest step � <br /> 6'-0"maximum steJ� <br /> (beam section) Optional control joint each end of I <br /> beam section by others <br /> (2)bundled#4 horizontal bars top � <br /> s&bottom w13"min ciearance <br /> � � extended at least 24"minimum <br /> I I � beyond each end of beam section I <br /> , „ <br /> t I <br /> ; Maximum appiied actual � � <br /> I Ioad=4000 plf uniform or f �� � <br /> � , 6"minimum thick cast-in-place � <br /> 12,400 pound � ��' concrete foundation wall <br /> � concentrated � `� i <br /> I F ! <br /> � <br /> � HIGH FOOTING I <br /> � <br /> ���,.�`��r��'�� �`�.� ' I � <br /> �i r -�er"C r" �� <br /> }; �r" �� ������ - <br /> 2i�� 1'' / <br /> �� <br /> � High footing should be placed at 1- <br /> !� �� to-1 (45 degree)line,if footing is <br /> ��� closer to step than this line,place <br /> LOW FooTIN� % i� rebar as if it was at this line as <br /> ;�� <br /> �� shown I <br /> � <br /> FOOTING STEP DETAIL <br /> )swell Engineering and Consulting, LL.C. 1901 E Hennepin Ave,#201 r�i�T?�e,;`��.'�+�: <br /> 'roject Name: 2013 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 ;}r,: . '� - <br /> )escription: Step Footing Detail Phone:612-720-4639 �� <br /> 'roject# 12.100 Fax:612-886-2966 ,�{ �� � <br /> -,, <br /> �lient Name: Charles Cudd De Novo, LLC www.oswellec.com � � � <br /> r, <br /> :lient Address: 15050 23rd Ave N,Plymouth,MN 55447 Page S3 of S6 ,s�`� ����_ -'` �i <br /> 2/3/2012 <br />