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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 step <br /> (beam section) Optional control joint each end of <br /> beam section by others <br /> (2)bundled#4 horizontal bars top <br /> &bottom w/3"min clearance <br /> _�� v,.:��r,;:i�3d at ieasi 24" minimurri <br /> � 1 beyond each end of beam section <br /> � � <br /> � <br /> I I <br /> ; Maximum applied actual ; _ <br /> (load=4000 plf uniform or I �E <br /> � 12,000 pound ; � 6"minimum thick cast-in-place <br /> ' concrete foundation wall <br /> � concentrated � `~ <br /> � � <br /> I I <br /> � � <br /> I HIGH FOOTING <br /> i <br /> I <br /> ;�-------� <br /> %� �' High footing should be placed at 1- <br /> :� �/ <br /> � to-1 (45 degree)line,if footing is <br /> �% �� closer to step than this line,place <br /> LOW FOOTING ;' ��/ rebar as if it was at this line as <br /> �� �� shown <br /> ; i <br /> F��T�N�9 ST�� D���L <br /> Oswell EngineeNng and Consulting,�.L.C. 1901 E Hennepin Ave,#201 • <br /> Project Name: 2012 Standardized Concrete Foundation Drawings MinneapoHs�MN 55418 <br /> Description: Step Footing Detail Phone:612-720-4888 <br /> Project# 11.072 Fax:612-888-2566 <br /> i <br /> Client Name: Concrete Forming, Inc. www.o�weliec.com <br /> Client Address: 18641 Lake Geor e Blvd,Anoka, MN 55303 Page 3 of 6 <br /> 1119/2012 <br />