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�J <br /> �s <br /> W s0 <br /> � a =o <br /> z <br /> 20 a W <br /> LL_ >< <br /> a ot <br /> ot JJ <br /> a iw <br /> bz <br /> aI <br /> mm <br /> � a <br /> P4 <br /> T. <br /> F Ash 1,11 <br /> �\ F- <br /> 7h I <br /> ,— I I I I W <br /> rllI I = U <br /> I I I <br /> P16�__..It -2'..p' r __ Pt-B I 2'0" <br /> �2 I a5 J 17-7 <br /> lP I �p W W <br /> I I <br /> - <br /> I <br /> `= li ALL FRAMING OR hi'HRG �' ALL FRAMING OR HARDWARE <br /> u NOT SHOWN OR SPFCIt I.I a I NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCHANG TO REMAIN UNCHANGED <br /> w <br /> Z <br /> I I I I w <br /> O W <br /> I I FOUNDATION PLAN NOTES: V- <br /> 3 t Slab—on—Grade shall be 4"thick.Slab shall be poured over Free Draining Granular Fill per Geonechnical Repo -Ardtiteclur2l / 0 <br /> S07 30 Drawings f Slab EI ton,Depression,and Slope regt rements \ ` <br /> 2. Co sts-dowControill Joint in Slabs are optional but recommended to control cracking.When used,slab areas between joSt s shall — <br /> I be approximately square and 400-Sf or lesa Q V <br /> 3 The Contractor shag denumn ne actual fooling elevations based on file grades and silo conditions,Bottom of Footings shall be set Z Z <br /> on competent,properly graded boar ng soil below Frost Depth. 0 <br /> I ——————— 4 Anchor Bolis for Eider or Shut Walls shall be in accordance with P1-6 tithe Shear W .n all Schedule of 1/SO&,u.o . F-O <br /> 5-0-- 5. See 10/SO6 for Simpson to USP hardware conversion tsble. 1 Q <br /> 10Yz' B'-3" 10Yf LL 0 <br /> LEGEND <br /> EXTENDED GARAGE OPTION-t <br /> _ 3-CAR GARAGE OPTION-ELEV.'B' <br /> SX.X DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 <br /> SLAB-ON-GRADE PER PLAN NOTE t <br /> Q <br /> J <br /> r0, FOUNDATION WALL N <br /> t <br /> ( �- RAISED FOUNDATION WALL � <br /> BEARING OR SHEAR WALL ABOVE <br /> CRAWL SPACE POST BELOW <br /> OFOOTING CALL-OUT SEE 5/SO7 c <br /> STEP STEP TOP OF STEM WALL <br /> a t z a e is <br /> S02.1B(M) <br /> va^=r-o• <br />