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Wood floor&wall framing by others <br /> Connection of floor members to sill plate to <br /> be per Code by others <br /> 2x6 minimum sill plate w/ 1/2"diameter <br /> anchor bolts w/7"minimum embed&2" <br /> wide x 1/8"thick square or round <br /> countersunk washers or alternative anchor <br /> (Anchor bolt clearance between edge of <br /> A both wall and sill plate is to be 2.5")(see <br /> table below for spacing) <br /> ,; Grade to be at least 6 below top of wall <br /> Exterior top of wall may have a brick ledge <br /> RIVAN1 ,; provided the stem wall formed is at least 6" <br /> thick&no more than 16" high <br /> t : # Continuous#4 horizontal bars, provide at <br /> m4" least(2)@ 8'-0"clear, (3)@ 9'-0"clear, & <br /> (4)© 10'-0"clear,At contractor's option: <br /> if)i The lowest wall horizontal bar may be <br /> omitted if(2)#4 continuous horizontal bars <br /> are placed in the footing <br /> Cast-in-place concrete foundation wall w/ <br /> #6 or equivalent vertical bars placed 1.5" <br /> from inside face, see table below for <br /> spacing <br /> #4 x 2'-0"long dowels @ 72"o.c. max w/ <br /> 5"minimum embed <br /> Y <br /> 8" minimum thick unreinforced concrete <br /> Az <br /> strip footing, required width to be <br /> determined per Code by others, elevation <br /> below slab may vary <br /> BASEMENT WALL DETAIL <br /> Clear Height and Soil Type Table Notes: <br /> Wall 8'or Less I 9' 10' (1)= Unreinforced if concrete is 4000 psi or if <br /> Thickness Sandi SC l Clay I Sand I SC I Clayl Sandi SC I Clay clear height is 4" less <br /> Vertical Rebar Spacing (2)= Unreinforced if concrete is 5000 psi or if <br /> 8" NA NA 36"(1) NA 36"(2) 36" 36"(1) 36" 24" clear height is 4" less <br /> 10" NA NA NA NA NA 36"(1) NA 36"(1) 36" Allowed alternate anchors are: <br /> 12" NA NA NA NA NA NA NA NA NA MAB/ST, MASA/FA3, FWAZ, or 1/2"diameter <br /> Sill Anchor Spacing expansion bolts w/6"min embed(install in <br /> Bolts 72" 72" 48" 72" 48" 36" 60" 36" 24" accordance with the manufacturer's <br /> Alternate 48" 24" 18" 136" 18" 12" 1 24" 12" 8" recommendations) <br /> Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 <br /> Project Name: 2014 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 t"R <br /> Description: Full Height Wall Detail(NOT TO SCALE) Phone: 612-720-4639 <br /> Project# 13.100 Fax: 612-886-2966 <br /> . <br /> Client Name: Abfalter Brothers Concrete LLC www.oswellec.com �.. <br /> ,4011 <br /> Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S6 of S6iris;414 :. , <br /> 1/1/2014 <br />