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d� Fe�,. 8. 2012 9:02AM it ' s a 8reat day at boyer blde . No� 1623 P� 5 w
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<br /> � Wall freming by alhers SIII plats by others wl 1/2"
<br /> diameter anchor bolts wl l`
<br /> minimum embed�sta�dard
<br /> - washers�72"o.c.max or
<br /> ; equivalent metal strap
<br /> anchors
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<br /> Max{mum stem helght is 12"
<br /> " i (width to match sill piate)
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<br /> 6'minimum lhick cast-in-
<br /> p{ace cvn�r`ete�wa[I vii]�� , - . , �
<br /> optional slab ledge b1ar wfin 6"of tnp Mwall�
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<br /> Provlda trost protection per
<br /> Code
<br /> #4 x 2'-0"long dowels�T2"
<br /> o.c.tm�x wl 5"minimum embed
<br /> (dowels are not required if wall 8"minimum thick
<br /> is backfilled in equal unrcinForced concrete strip
<br /> alfip�uatit�g lifts not�ccesding ipotin�,requi�ed width kp be
<br /> �4" " ' ____ ` daterri�ined er Code
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<br /> WALKOUT/ SLA�-ON-GRADE FROST VI(,�1LL DEFAIL '
<br /> Note: Maximum unbalanced fill height may be up to 36"provided the wall is at lcast 8"thick
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<br /> Oswe1F L'ngirteering and Consulting.L.LC. . 1901�Hennepin Ave,�0'F �� '
<br /> .,,;� .. : .
<br /> .. `i� ' Minneapolis,MN�l�54y3 `:'��.: . '-.�-'�-��'�
<br /> P�oje�'t�lame;' 2012 Sfandardized ConcPets Foundation Orawings �'� _
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<br /> Description: Frost Wall DBtail Pipne.6�2-720-4639 ,.-��`;�:'
<br /> Proj¢ct# 11.072 ' Fan:612-886-296fi = ��__�_��
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<br /> Client Name: Manor Concrebe Cvnstruction Ine. www.oswellec.com '-••�:;:,..�=-�_•;;,; .
<br /> Client Address: 11295 90th Ave N M le Grove MN 55369 Page a of e
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