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Wood floor&waii framing by others <br /> Conneciion of floor <br /> members to sill plate to 2x6 minimum sill plate wl 1/2"diameter <br /> be per Code by others anchor bolts w/7"minimum embed&2" <br /> wide x 1l8"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"j(see table below for spacing) <br /> Exterior top of wall may <br /> have a brick ledge I � <br /> {?�f141C�P.('�f�1Q c#pm W��I <br /> formed is at least 6"thick <br /> &no more than 16"high <br /> � <br /> Continuous#4 horizontal bars,provide <br /> � at least(2)@ 8'-0"clear,(3)@ 9'-0" <br /> � <br /> _ � ciear,&(4)@ 10'-0"clear,At <br /> � contractor's option: The lowest wall <br /> 014, horizontai bar may be omitted if(2)#4 <br /> v continuous horizontal bars are placed in <br /> the footing <br /> Cast-in-place concrete <br /> foundation wali w/#6 or #4 x 2'-0"long dowels @ 72"o.c.max wl <br /> equivalent vertical bars <br /> p�aced 1.5"from inside 5"minimum embed <br /> face,see table below for <br /> spacing <br /> 8"minmum thick unreinforced concrete <br /> strip footing,required width to be <br /> determined per Code by others <br /> Footing elevation may <br /> vary below siab <br /> BASEMENT VUALL DETAiL <br /> Clear Height and Soii Type Tabl�Notes• <br /> Nominal 8� g� �p� (1)= Unreinforced if concrete is 4000 psi or if <br /> Wall ciear height is 4"less <br /> Thickneas sand SC Clay Sand SC Clay Sand 8C Clay <br /> Verticel Rebar 3pacing (2)= Unreinforced if concrete is 5000 psi or if <br /> 8" NA NA 36"(�) NA 36"(2) 36" 36"(1) 36" 24" Clear helght 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 Ailowed alternate anchors are: <br /> 3HI Anchor Spacing MAB/ST,MASAlFA3,FWAZ,or 1J2"diameter <br /> expansion bolts wt 6"min embed(install in <br /> Bolta 72" 72" 48" 72" 48" 36" 60" 36" 24" accordance with the manufact�rer's <br /> Alternate 48" 24" 18" 36" 18" 12" 24" 12" $" recommendations) <br /> Oswell Engineering and Conaulting,L.L.C. 1901 E Hennepin Ave,#201 <br /> Project Name: 2012 Standardized Concrete Foundation Drawings MiinneapoUs,MN 55413 � <br /> Description: Full Height Wall Detail Phone:612-720-4889 �� <br /> Project# 11.072 Fax:812-888-�66 # <br /> Client Name: Concrete Forming,tnc. 1Nww.osw9118C.COm <br /> • ���. <br /> Client Address: 18641 Lake Geor e Blvd,Anoka,MN 55303 Page 6 of 6 <br /> 1/19l2012 <br />