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Wood floor&wall framing by others <br /> Connection of floor � � � � <br /> members to sill plate to 2x6 minimum sill plate w/1l2"diameter <br /> be per Code by others anchor bolts w/7"minimum embed&2" <br /> � wide x 1/S"thick square or round <br /> countersunk washers or alternative <br /> anchor(Anchor bolt clearance between <br /> • edge of both wall and sill plate is to be <br /> � � 6"Min 2.5")(see table below for spacing) <br /> Exterior top of wall may - ; _�r I <br /> have a brick ledge ' <br /> provided the stem wall ! <br /> formed is at least 6"thick <br /> &no more than 16"high <br /> i <br /> i <br /> ; , <br /> `�_�-Continuous#4 hori2ontal bars,provide <br /> L ' - - at least(2)@ 8'-0"clear,(3)@ 9'-0" <br /> a� ; <br /> '� : �` clear,&(4)@ 10'-0"clear,At <br /> _ ` contractor's option: The lowest wall <br /> � ; horizontal bar may be omitted if(2)#4 <br /> c� � continuous horizontal bars are placed in <br /> } the footing <br /> Cast-in-place concrete �� <br /> foundation wall wl#6 or ' #4 x 2'-0"long dowels @ 72"o.c.max w/ <br /> equivalent vertical bars ,�—�—_ 5"minimum embed <br /> placed 1.5"from inside � <br /> face,see table below for <br /> spacing <br /> y. <br /> 8"minimum thick unreinforced concrete <br /> strip footing,required width to be <br /> determined per Code by others <br /> Footing elevation may <br /> vary below slab <br /> BASEMENT WALL DETAIL <br /> Clear Height and Soil Type Table Notes: <br /> Nominal g� g� �p� (1)= Unreinforced if concrete is 4000 psi or if <br /> Wall clear height is 4"less <br /> Thickness Sand SC Clay Sand SC Clay Sand SC Clay <br /> Vertical Rebar Spacing (2)= Unreinforced if concrete is 5000 psi or if <br /> 8" NA NA 36"(1) NA 36"(2) 36" 36"(�) 36" 24" clear height is 4"less <br /> 10" NA NA NA NA NA 36"(1) NA 36"(1) 36" <br /> 12" NA NA NA NA NA NA NA NA NA Allowed alternate anchors a�e: <br /> Sill Anchor Spacing MAB/ST,MASA/FA3,FWAZ,or 1/2"diameter <br /> Bolts 72" 72" 48" 72" 48" 36" 60" 36" 2q�� expansion bolts w/6"min embed(install in <br /> accordance with the manufacturer's <br /> Alternate 48" 24" �8" 36" �8" �2" 24" 12" a" recommendations) <br /> Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 ...'�a,�,+�` >• <br /> Project Name: 20'13 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 �' <br /> ' ," '- <br /> Description: Full Height Wall Detail Phone:612-720-4639 ` <br /> Y+'; <br /> Project# 12.100 Fax:612-886-2966 �'. <br /> Client Name: Charles Cudd De Novo,LLC www.oswellec.com <br /> Client Address: 15050 23rd Ave N,PI mouth,MN 55447 Page Ss of S6 <br /> 12I3I2012 <br />