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� Feb'��� $ � 2012 9 :OlAM�� �� it 's a great day at bover blds � No � 1623 P . 4 ;!
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<br /> Adjacer�t steps are to be placed
<br /> no closerto either side of the
<br /> beam section than twice the
<br /> height of the largest step
<br /> 6'-0'maximum ste
<br /> (beam section) Optional control joint each end af
<br /> beam secllon by athers
<br /> (2)bundled il4 horizontal bars top
<br /> &bottom wl 3"min clearance
<br /> extended at least 24'minimum
<br /> beyond each end of beam section
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<br /> 6'minimum thick cast in-place
<br /> � . '' concrete fpursdation wall . �".
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<br /> � � High footing should be placed at 1-
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<br /> _ �� ��� ` clos.�r;#qq#eP#��#!Ig(ine�;place
<br /> �f ��� reb��'�s,i�.+E;w�s�t thia,lin�as
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<br /> � FOOTING STEP�D�TAIL� ��° � � ��-��.,��� �.�: �� � �tr�:_ .� �����:�
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<br /> swell Enginee�ing.and Cor�sulting.�l.L.C. 1901 E Flennep�;Ave�fR201
<br /> ProJect Name: ;�012 Standardi=ed Concrete Foundation Drawings Minnea lis,MN 55418 ""'`a'�:''"::`'•:�
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<br /> Description: Step FooGn9��ail � Phone:61�720-4639 -� ��'"'`��'
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<br /> Project# 11.072 Fex:812-886-2966 =:,•,�_;.:.::;�;��
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<br /> lis�t Name: Manvr Concrete Construction Inc. � www.osWalloc.com = =-=��_;:�
<br /> Ile�t Add�ss: 11285 80th Ave N Maple G ' ;M :55369 ��''�°�� Paee a of 6
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