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4 <br /> 0 <br /> 1/2"x 10"anchor bolts 6'-0"o.c.on 2 x 6 <br /> P:I'.sill plate. Q <br /> i 1 I o <br /> _0„ — <br /> 1 <br /> 3.5" i1-1 <br /> N <br /> O d. ' " rm <br /> — —12"�— <br /> GA <br /> 1/2"x 10"anchor bolts 6'-0"o.c.on 2 x 6 <br /> P.T.sill plats on CMU <br /> c <br /> L #4 horizontal <br /> 0„ —..., top&bottom, `,.�', 4 5 <br /> �- and#4 vertical < K <br /> 4'-0"o.c. '' <br /> Gza <br /> 12" <br /> gli <br /> g tJ�1 <br /> l/2"x 10"anchor bolts 6'-0"o.c.on 2 x 6 <br /> P.T.sill plate. ig+ <br /> L — — — — — — — <br /> _—T #4 horizontal <br /> I I top&bottom, 0 N <br /> Varies and di4 vertical �+ ,�„ <br /> • Footing depth varies due to local frost 4'-0"o.c. r o m <br /> depth.Check with your local Building I > G <br /> • Department to determine your local 6„ 8"CMU 0 P-F ,= <br /> frost depth.(Typical) L I stemwall on a t J <br /> 6"hgtxl2" c 2 � <br /> • I 12" I wide concrete b :n O:. <br /> e =�«-, <br /> F <br /> C) d I oo <br /> lc%r <br /> wx� <br /> J QT� <br /> v L.-1 L-a .. <br /> 4Ctz7 <br /> .l <br />