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Adjacent steps are to be piaced <br /> no closer to either side of the <br /> beam section than twice the <br /> height of the largest step <br /> 6'-0"maximum ste <br /> (beam section) Optional controt joint each end of <br /> beam section by others <br /> (2)bundled#4 horizontal bars top <br /> &bottom w/3"min clearance <br /> extended at least 24"minimum <br /> � , <br /> beyond each end of beam section <br /> � � <br /> I I <br /> ; Maximum applied actual ; �g <br /> I Ioad=4000 plf uniform or I �E!. <br /> 12,000 pound � �� 6"minimum thick cast-in-place <br /> �� concrete foundation wall <br /> concentrated � N� <br /> � <br /> ��� I <br /> � � <br /> � HIGH FOO�ING <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 /> '�� <br /> � shown <br /> i <br /> FOOTING STEP �ETAIL <br /> Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 �#�+�.` ,��° ��:_ . <br /> Project Name: 2013 Standardized Concrete Foundation Drawin s Minneapolis,MN 55413 '� <br /> � <br /> Description: Step Footing Detail Phone:612-720-4638 '•� <br /> Project# 12.100 Fax:612-886-2966 t '� <br /> Client Name: Oscarson Masonry, LLC www.oswellec.com ��'• <br /> Client Address: 12450 Count Road 32,Waconia,MN 55387 Pa e S3 of Ss �^.,�;`'; j'-.+i. . I <br /> 12/3/2012 <br />