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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 @ 16"o.c. max w/a
<br /> sheathing to blocking w/ at least ,' ". Simpson or equal A35 clip to the sill
<br /> (12)0.131"x 2"long nails4#0
<br /> plate on each side of each set of
<br /> blocking
<br /> y el�4'E=
<br /> m`T'�i("y"a''
<br /> - �`� � (2)2x6 sill plate w/1/2"diameter anchor
<br /> � y bolts @ 24"o.c. max w/7"minimum
<br /> ��Wrii � embed (extend bolt through both plates
<br /> & use 2"wide x 1/8"thick square or
<br /> r- ,PrimoMg
<br /> round countersunk washers) (Anchor
<br /> s. "kyr p.
<br /> 8"nominal width x bolt clearance between edge of both
<br /> � � wall and sill plate is to be 2.5")
<br /> variable height stem ��� � v � ��� •
<br /> ;;;;„:::::::, ''.'
<br /> (6"ledge) g� r� �
<br /> t
<br /> 7-.
<br /> Stone veneer, see archs
<br /> 24"deep mid-bearing
<br /> floor trusses @ 19.2"o.c.
<br /> max by others(Main Clay backfill, grade varies
<br /> Floor Elev=100')
<br /> s
<br /> 4,- ::;tf
<br /> o 7: :t::::m:,' (4)#a continuous horizontal bars evenlyr spaced in wall height
<br /> 14"nominal thick cast in place concrete
<br /> foundation wall w/#6 vertical bars @
<br /> a 24"o.c. max placed 1.5"from the inside
<br /> - k face, extend to top of stem (Ledge
<br /> ��° °; Height Varies,Top of Stem Wall Elev=
<br /> f '13-lig;
<br /> . II)
<br /> Y— 'a'r }-_ 99'-1
<br /> 3 +5 3
<br /> #4 x 2'-0"long dowels©48"o.c. max
<br /> 7 w/5"minimum embed
<br /> Cast-in-place concrete slab-
<br /> t-4
<br /> lab on-grade
<br /> i pi. pf*zg a by others(Top of Slab Elev=88'-10.5")
<br /> V , r
<br /> 24"wide x 8"minimum thick
<br /> _H7._,,,4igl$1.-!!!ii;.,,I,::::,:?Fi?!.t;iirr:j:77 7-7:-.,,,,:';,,:;,::„..,:,, / unreinforced concrete strip footing
<br /> SECTION
<br /> Non-bearing wall at front veneer
<br /> I hereby , fi ,
<br /> was prepared
<br /> certify by methis or underplanmyspecidirectcationsupeorrvreportision
<br /> and that I am a that dulyprofessional engineer
<br /> under the laws of the state oflicensedprMinnefessiosota.
<br /> _----__,--5C4_
<br /> Craig Oswell, PE(MN#42341)
<br /> 6/22/2013
<br /> ISSUED FOR CONSTRUCTION
<br /> Oswell Engineering and Consulting, L.L.C. 1901E Hennepin Aye,#201 ,,,,e,7,0,,,,,;44, rilte,
<br /> Project Name: Cast-in-place concrete foundation Minneapolis,MN 55413
<br /> Description: Non-Bearing Wall Detail at Front Stone(NOT TO SCALE) Phone: 612-720-4639
<br /> Project# 13.049 Fax: 612-886-2966 :'te
<br /> Client Name: Oscarson Masonry LLC www.oswellec.com
<br /> Site Address: 4199 North Shore Drive, Orono, MN Page S9 of S11 � ,�*
<br />
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