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�,.:. <br /> Adjacent steps are to be <br /> placed no closer to either side <br /> of the beam section than twice <br /> B'-D"m�axinrurn ste the height of the largest step <br /> (baam sectlan) �..Optional control joint each end <br /> of beam section by others <br /> (2)bundled#4 horizontal bars <br /> • .. . ._ <br /> � � top&bottom w/3"min <br /> � � : clearance extended at least <br /> � Maximum appiied I 24"minimum beyond each end <br /> �actual load�d000 pif� '� of beam section(bar length= <br /> uniform or 12,000 � � step height+q�) <br /> j pound concentrated � 6"minimum thick cast-in-place <br /> � , <br /> ' � concrete foundation wall <br /> � � <br /> .. <br /> � I N . <br /> 1 <br /> �,..,�.�..�«,.,�.�.,..,. ,�.,a,M,- <br /> ✓ <br /> / <br /> l <br /> ♦ <br /> / <br /> ♦�` <br /> i� High footing should be placed <br /> �� at 1-to-1 (45 degree)line,if <br /> �� ���Nd ,� high footing is closer to step <br /> / than this line,place beam <br /> sQction rebar as if it was at <br /> this line as shown <br /> �"�J�s✓��.�`�7 o���Y'" �W��.:. <br /> _ <br /> �3�Wp11 Enginea�ing wxf Consultk�.l..l..C. 1401 .�hlenr+a�pfrr pve,�2f11 �",�''•+�" ,,' ,,�; <br /> ProJoct Narne: 2015 3tandardized Concrete Foundation Drawin s ����po��y�p�N ggq�g ;:� " <br /> Description: Ste Hoo#in Detafl NO'f TO SCAI.E '� <br /> . Phon�:81Z-7Z0-4839 -r iz� <br /> Projoctl� 14.1C10 Fa�t:81Z-88lf-2998 �, � ,,� <br /> Cliont Name: Manor�oncr�ta ConsEruction fiac. ,�y„�,���� � � ^ri� <br /> .`� , <br /> ,�t .,, <br /> ClientAcl�lrass: ..11225 90th Ava N M�t le GresvQ MN 55369 Pa o 53 of SG 1:-,�,. �.x; :'�, <br /> !24! 01 C <br />