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24"deep mid-bearing floor trussesiiimWood framing by others <br /> © 19.2"o.c. max by others, www .4, <br /> connect each truss to the sill plate 94 , , <br /> w/a Simpson or equal A35 clip on ti3 : Paver stones over cast-in-place <br /> each side of each truss(Main Floor concrete slab-on-grade over rigid <br /> Elev= 100') u�m insulation by others (Patio Elev=99'- <br /> 7.25') <br /> 3`10 ftf. <br /> 57Y d,g6'/ <br /> Z <br /> Sand backfill, see plan <br /> D - <br /> 1: (2)2x6 sill plate w/1/2"diameter anchor <br /> �` 1-y- <br /> 1 bolts© 36"o.c. max w/7"minimum <br /> embed (extend bolt through both plates <br /> Ifle'{giVE. 11 Og &use 2"wide x 1/8"thick square or <br /> pCii/Pft-gtf. round countersunk washers) (Anchor <br /> bolt clearance between edge of both <br /> wall and sill plate is to be 2.5") <br /> If aaF h <br /> � <br /> ) W (4)#4 continuous horizontal bars evenly <br /> N, Sd . „. <br /> b � •�,. spaced in wall height <br /> 76, W Y <br /> = - n. 10" nominal thick cast-in-place concrete <br /> foundation wall w/#6 vertical bars© <br /> - 4 24"o.c. max placed 1.5"from the inside <br /> , Y face (Top of Wall Elev= 99'-1") <br /> Fea =q. <br /> #4 x 2'-0"long dowels @ 48"o.c. max <br /> I w/5"minimum embed <br /> s r <br /> :.e.y < <br /> y Cast-in-place concrete slab-on-grade by <br /> others (Top of Slab Elev=88'-10.5") <br /> V14: gr,,,,,' '!:,-..-gr,.' <br /> yf 20"wide x 8" minimum thick <br /> unreinforced concrete strip footing <br /> SECTION <br /> Bearing wall @ screen porch <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: Bearing Wall Detail at Screen Porch (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 /> Pae S3 of S11 <br /> Site Address: 4199 North Shore Drive, Orono, MN 9 �.. • 44, <br />