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2x4 flat blocking between top Wood framing &rim by others <br /> chords in two truss spaces <br /> aligned w/sill blocking, nail floor \ 2x8 blocking ©48"o.c. max w/a <br /> sheathing to blocking w/at least >,1x ' Simpson or equal A35 clip to the sill <br /> (12)0.131"x 2"long nails ,F` plate <br /> _ 3,Q <br /> (2)2x6 sill plate w/ 1/2' diameter anchor <br /> r 4� � bolts @ 48"o.c. max v+/7"minimum <br /> la f 00 A .� 1 embed(extend bolt through both plates <br /> 1 lb:1$ <br /> „�., , &use 2"wide x 1!8"thick square or <br /> € round countersunk washers) (Anchor <br /> 111,5i3 bolt clearance between edge of both <br /> - ,,,,A#W.; and sill plate is to be 2.5") <br /> jignA <br /> 24"deep mid-bearing <br /> floor trusses© 19.2"o.c. 744,111', 0,41-=',, <br /> floor <br /> max by others (Main Clay backfill, grade varies, grade to be <br /> Floor Elev= 100') ; ,' at least 3'below top of wall <br /> P !� <br /> 0,7 <br /> ` ..1 <br /> ;� (4)#4 continuous horizontal bars evenly <br /> spaced in wall height <br /> • <br /> t . w 10"nominal thick cast-in-place concrete <br /> 11 foundation wall w/#6 vertical bars© <br /> 416144:4 : 24"o.c. max placed 1.5"from the inside <br /> face(Top of Wall Elev=99'-1") <br /> z <br /> #4 x 2'-0"long dowels @ 48"o.c. max <br /> ' ;"' w/5"minimum embed <br /> Cast-in-place concrete slab-on-grade <br /> A' by others (Top of Slab Elev=88'-10.5") <br /> V • <br /> 44p 41341,z, 20"wide x 8" minimum thick <br /> � �� <br /> unreinforced concrete strip footing <br /> SECTION <br /> Non-bearing wall at rear <br /> I hereby certify that this plan,specification,or report <br /> was prepared by me or under my direct supervision <br /> and that I am a duly licensed professional engineer <br /> under the laws of the state of Minnesota. <br /> Craig Oswell, PE(MN#42341) <br /> 6/22/2013 <br /> ISSUED FOR CONSTRUCTION <br /> Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 <br /> Project Name: Cast-in-place concrete foundation Minneapolis,MN 55413A.ri <br /> Description: Non-Bearing Wall Detail at Rear(NOT TO SCALE) Phone: 612-720-4639 " <br /> Project# 13.049 Fax: 612-886-2966 , <br /> Client Name: Oscarson Masonry LLC www.oswellec.com <br /> Site Address: 4199 North Shore Drive, Orono, MN Page S10 of S11 . <br />