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Adjacent steps are to be <br /> placed no closer to either side <br /> of the beam section than twice <br /> 6'-0"maximum ste the height of the largest step <br /> (beam section) Optional control joint each end <br /> of beam section by others <br /> (2)bundled#4 horizontal bars <br /> � � top&bottom wl 3"min <br /> , , clearance extended at least <br /> � Maximum applied I 24"minimum beyond each end <br /> � � � of beam section(bar length= <br /> �actual load=4000 plf i � step height+4') <br /> • � unfform or 12,000 , � <br /> j pound concentrated � N 6"minimum thick cast-in-place <br /> � � concrete foundation wali <br /> � � <br /> � HIOH FOOTINO <br /> I <br /> �------- <br /> i <br /> i <br /> i <br /> i <br /> i <br /> i <br /> � High footing should be placed <br /> �i� at 1-to-1 (45 degree)line,if <br /> LOW FOOTINO �� high footing is closer to step <br /> � than this line,place beam <br /> section reba�as if it was at <br /> this line as shown <br /> FOOTING 3TEP DETAIL <br /> Oswell EnpfnN�i�p and Conaultin�.L.I.C. 1901 E HennepM Ave,�201 i.•" . ; ':%. <br /> Project Name: 2015 Standardized Concrete Foundation Drawings MIr1lNapoib.MN S541S ';� <br /> Description: Step Footing Detail(NOT TO SCALE) Plfont:812-720�4d.g9 , �� <br /> Project# 14.100 Fax:a12-A�6�2N8 ' '' <br /> y�, <br /> Client Name: Manor Concrete Construction,Inc. www.oswNl�o.com ,'` <br /> Client Address: 11225 90th Ave N Ma le Grove MN 55369 Pa e S3 of S6 .'�}• `:, <br /> �l2412015 <br />