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.. . <br /> Adjacent steps a�e 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 sectionj Optional control joint each end <br /> of beam section by others <br /> (2)bundted it4 horizontai bars <br /> � � top&hottom w!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 /> I <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 fOOTINQ � high footing is closer to step <br /> i <br /> � than this line,place beam <br /> section rebar as if it was at <br /> this line as shown <br /> FOOTING STEP DETAIL <br /> Oswall EnpinNrM�p and Co�witi�p.L.LC. 1901 E HennepM Ave,�201 ,1;-` �=.r'':� . <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Minn�apolb.MN 55�18 ;` <br /> Description: Step Footing Detail(NOT TO SCALE) Phonr.812-720�4639 ,��; `-� <br /> Project# 14.100 Fax:612-Sed-29e8 ' `� <br /> Client Name: Manor Concrete Construction,Inc. www.o�wNl�o.aom ' <br /> Client Address: 1�225 90th Ave N Ma le Grove MN 55369 Pa e S3 of S6 ��.'�: � :'-��'• ` <br /> 1124/2015 <br />