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c <br /> L9 <br /> Q <br /> U2 a <br /> c <br /> i5 <br /> z <br /> O <br /> 00 <br /> LL <br /> LL —j <br /> da LU <br /> (D <br /> L------ <br /> z <br /> U, <br /> F <br /> Uj <br /> LIJ <br /> ALL FRA,VfiJt3 0 <br /> ALL FRAMING OR HARDWARE <br /> NOI Hli 1Y Nam^ NOT SHOWN OR SPECIFIED <br /> TO REN-INUIAK i�.- <br /> TO REMAIN UNCHANGED <br /> F— <br /> ILL! <br /> w <br /> O > <br /> Lli <br /> FOUNDATION PLAN NOTES: LL <br /> T.—S alb-o-Grade shall be 4 thick.. <br /> Dt,nqs for Slab El--n.Dp,—wn,and SI.p—q.i.......t,, <br /> 4D < <br /> 2. j.,n—Surd---ph,at but recommended to control ofackmg when aced slat,areas new—lose.h.il in <br /> be aippro-iroltely squareand 40D.sf o 1,.s. < <br /> Q <br /> . <br /> 0 <br /> c? 3. The Contractor(or shall ueteorno,actual hated.,boat grades and�ia.caoo,kiwns.B.iL,,,.fF..,,nga shall b—t <br /> iv z <br /> an competent properly graded haa-9 so below Frost Depth <br /> —————— 4. Anchor BoItaf,r Extend,Stud Wells shall be inaccofdance-n Pi-6,fthe Shear Wall Schedule,fVS06, <br /> 5. 8--1 U/SO6 for Sloop—to USP held—,e conversion table <br /> I oj'z' &-3' 1 oy�r 0 <br /> LL <br /> LEGEND <br /> D <br /> EXTENDED G,-,RAGE OPTION-ELEV 3-CAR GARAGE OPTION-ELEV.'A' xx <br /> ..TAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 <br /> SLAB-ON-GRADE HER PLAN..T1 I <br /> F L I.I.-TI.N WALL <br /> RAISED FOUNDATION WALL <br /> BEARING OR SHEAR WALL ABOVE <br /> ..L SPACE POST BELOW <br /> O1..TNG CALL-OUT SEE 1.0 <br /> STEP STEP TOP OF STEM WALL <br /> U 1 2 4 8 16 S02.1 A(M) <br />