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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 /> F ..�- (2) bundled#4 horizontai bars top <br /> � � &bottom w/3" min clearance <br /> � <br /> extended at least 24" minimum <br /> IMaximum applied actual� � beyond each end of beam section <br /> � foad=4000 plf uniform � �� (bar length =step height+4') <br /> � or 12,000 pound � � <br /> � concentrated � `V �'""'-- 6"minimum thick cast-in-place <br /> ; � concrete foundation wall <br /> � � <br /> � HIGH FOOTING <br /> 1 <br /> �------- <br /> i <br /> i <br /> i <br /> i <br /> i <br /> � <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.LC. 1901 E Hennepin Ave,#201 ,�i'�: • .';.�".:!. <br /> � <br /> Projecf Name: 2014 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 <br /> �►: � <br /> Description: Step Footing Detail (NOT TO SCALE) Phone: 612-720-4639 "1 <br /> , <br /> Project# 13.100 Fax: 612-886-2966 <br /> Client Name: Manor Concrete Construction, Inc. www.oswellec.com • r4 <br /> Client Address: 11225 90th Ave N, Ma le Grove, MN 55369 Pa e S3 of S6 it �. `�i . <br /> 1/1/2014 <br />