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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 /> 6'-0"maximum ste height of the largest 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 /> extended at least 24" minimum <br /> I Maximum applied actual I � beyond each end of beam section <br /> iload -4000 plf uniform i -� (bar length =step height+4') <br /> or 12,000 pound , � <br /> � N <br /> � concentrated � 6" minimum thick cast-in-place <br /> concrete foundation wall <br /> � <br /> � HIGH FOOTING <br /> I <br /> �------ <br /> i <br /> i <br /> i <br /> i <br /> i <br /> i <br /> � High footing should be placed at <br /> i� 1-to-1 (45 degree) line, if high <br /> LOW FOOTING ��/ footing is closer to step than this <br /> � line, place beam section rebar as <br /> if it was at this line as shown <br /> FOOTING STEP DETAIL <br /> Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 �,<•"� .�:.�' :% <br /> Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 4�- <br /> Description: Step Footing Detail (NOT TO SCALE) Phone: 612-720-4639 {.,- ` <br /> Project# 13.100 Fax: 612-886-2966 * �`` <br /> ��;� ..� <br /> Client Name: Manor Concrete Construction, Inc. www.oswellec.com <br /> t� <br /> Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Pa e S3 of S6 a�` •" `�'• " � <br /> 1/1/2014 <br />