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Adjacent steps are to be <br /> placed no closer to either side <br /> of ihe 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 /> I Maximum applied I 24"minimum beyond each end <br /> � � � of beam section(bar length= <br /> �actual load=4000 plf� s step height+4') <br /> - , unfform or 12,000 , .r <br /> j pound concentrated � N 6"minimum thick cast-in-place <br /> ; � concrete foundation wall <br /> � � <br /> � HIOH FOOTINO <br /> 1 <br /> �------ <br /> i <br /> i <br /> i <br /> i <br /> i <br /> i <br /> � High footing should be placed <br /> �i� at 1-ta1 (45 deg�ee)line,if <br /> LOW FOOTINa �� 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 STEP DETAIL <br /> Oswell EnpinNrM�p and ConaulW�p.L.L.C. 1901 E Hennepfn Ave,�201 ,:,�% � � '�:r . <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Mi�apolb.MN 55418 ',- <br /> Description: Step Footing Detail(NOT TO SCALE} phw�;�12-720-4d39 ,,�; `� <br /> Project# 14.100 Fax:612-88i-2988 � •j�� <br /> Client Name: Manor Concrete Construction,Inc. www.o�wNNC.Com <br /> Client Address: 11225 90th Ave N Ma le Grove MN 55369 Pa e S3 of S6 ���}. • ` .'•--• ' <br /> �r2a�2a�5 <br />