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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 \ (2)2x8 blocking ©24"o.c. max w/a <br /> sheathing to blocking w/at least 'l -4 Simpson or equal A35 clip to the sill <br /> (12)0.131"x 2"long nails Iplate on each side of each set of <br /> blocking <br /> � " � ` r �' t <br /> Cast-in-place concrete slab-on-grade <br /> 1� ;= over rigid insulation by others(Porch <br /> We <br /> �` Slab Elev=approximately 99'-6") <br /> V11444 <br /> t <br /> A s !. .E....---Sand backfill, see plan <br /> lid*rj,,M6" nominal width x <br /> 8"high stem iti0 w al <br /> B� § 9' E.4; (2)2x6 sill plate w/ 1/2"diameter anchor <br /> - RZt�� <br /> bolts @ 36"o.c. max w/7"minimum <br /> embed (extend bolt through both plates <br /> W_xr & use 2"wide x 1/8"thick square or <br /> 24"deep mid-bearing <br /> a 4f -m round countersunk washers) (Anchor <br /> floor trusses @ 19.2"o.c. bolt clearance between edge of both <br /> max by others (Main = wall and sill plate is to be 2.5") <br /> Floor Elev= 100') <br /> �� Vii' <br /> in a— (4)#4 continuous horizontal bars evenly <br /> N ',444 spaced in wall height <br /> oit; <br /> w 12" nominal thick cast-in-place concrete <br /> 0 rAtitir/1 ' <br /> foundation wall w/#6 vertical bars© <br /> 24"o.c. max placed 1.5"from the inside <br /> face (Top of Stem Wall Elev=99'-1") <br /> #4 x 2'-0"long dowels©48"o.c. max <br /> ': w/5"minimum embed <br /> Iti Cast-in-place concrete slab-on-grade by <br /> others (Top of Slab Elev=88'-10.5") <br /> tri.<. <br /> V - ,; <br /> �1 3 4 20"wide x 8" minimum thick <br /> ice'�~ unreinforced concrete strip footing <br /> SECTION <br /> Non-bearing wall ©front porch <br /> No blocking required at stair <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 55413 <br /> Description: Non-Bearing Wall Detail at Front Porch (NOT TO SCALE) Phone: 612-720-4639 <br /> Project# 13.049 Fax: 612-886-2966 <br /> klgClient Name: Oscarson Masonry LLC www.oswellec.com , <br /> Site Address: 4199 North Shore Drive, Orono, MN Page S8 of S11 ; <br />