Laserfiche WebLink
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 1 Simpson or equal A35 clip to the sill <br /> (12)0.131"x 2" long nailsnititgra plate on each side of each set of <br /> blocking <br /> 5r0,40 .5' (2)2x6 sill plate w/1/2"diameter anchor <br /> ice bolts @ 36"o.c. max w/7" minimum <br /> 'r'04-'77 <br /> I embed (extend bolt through both plates <br /> &use 2"wide x 1/8"thick square or <br /> ? � round countersunk washers) (Anchor <br /> 6" nominal width x � , . bolt clearance between edge of both <br /> ,_ a wall and sill plate is to be 2.5") <br /> 8"high stem 704 0 � � <br /> - r.o <br /> ''',,P,,"':;.!;:2:,n Cast-in-place concrete slab-on-grade <br /> i','—'';''',11 NNN over rigid insulation by others (Garage <br /> 24"deep mid bearing Slab Elev=98' 10'") <br /> floor trusses @ 19.2"o.c. =atini� <br /> x <br /> max by others (Main PA <br /> Sand backfill, see plan <br /> Floor Elev= 100') <br /> 3„ N 5.`e <br /> iii <br /> 'r? ,- (4)#4 continuous horizontal bars evenly <br /> N spaced in wall height <br /> 12" nominal thick cast-in-place concrete <br /> foundation wall w/#6 vertical bars @ <br /> 24"o.c. max placed 1.5"from the inside <br /> 1 face (Top of Wall Elev= 99'-1") <br /> #4 x 2'-0" long dowels @ 48"o.c. max <br /> g°- y w/5" minimum embed <br /> .:', pii*iix Cast-in-place concrete slab-on-grade by <br /> "�F'¢JF ; others(Top of Slab Elev=88'-10.5") <br /> i r 4 20"wide x 8" minimum thick <br /> unreinforced concrete strip footing <br /> SECTION <br /> Non-bearing wall @ garage shared wall <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 _ v'" t� <br /> Project Name: Cast-in-place concrete foundation Minneapolis, MN 55413 F <br /> Phone: 612-720-4639 <br /> Description: Non-Bearing Wall Detail at Garage (NOT TO SCALE) <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 S6 of S11 <br />