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G <br /> O <br /> f <br /> �J <br /> S <br /> ° �? <br /> (JC p W N <br /> C <br /> W Z <br /> U � <br /> a wJ <br /> x= <br /> OG <br /> mm <br /> a. <br /> 12 6_ . <br /> z R <br /> W - <br /> it <br /> ly T <br /> i <br /> P IcoLL. <br /> _ 10'-0" I 1 J <br /> L.1.. w <br /> �I I <br /> pi- r <br /> ,; P1-6 <br /> L— — <br /> Pi-6 0 <br /> 0 <br /> Q <br /> NA I op W w <br /> I J <br /> I, Z <br /> I I sDT �m <br /> I <br /> AL - I I ALL FRAMING OR HARDWARE <br /> 1'�C NOT SHOWN OR SPECIFIED <br /> LT TO REMAIN UNCHANGED <br /> I � H <br /> I , I <br /> w <br /> I I. w <br /> I z0 > <br /> I I w <br /> FOUNDATION PLAN NOTES <br /> - 3 1. Slab-on-Grade shall be 4 thick Slab shall be poured over Free Drain ng Granular Fill per Geolechn cal Repo rt ae ArrhiteGural `..� Z O <br /> S07 30' Drawings for Slab Elevalon Depression,and Slope requirements } <br /> 2. C.IhnIu0.n)Co nn.I Join-Slabs are optional but moarnlended to control cracking,When used,slab areas between joists shall Q <br /> be approuimately square antl 400 sf or lass Q � U <br /> r pi_p L o L— —— 3. The Contractor shall detenn ne actual footing elevalons based on foal grades and site conditions.Bottom of Footings shall be set 7 <br /> - _ on competent properly graded bearing soil below Frost Depth z LL O ry <br /> ——— - - — q. Anchor Bolts for Eider or Stud Walls shall be inaccordance with PI-6 of the Shear Wall Schedule of 11SO6,u.o.n. <br /> 10y" 8'J" 10}'z' <br /> ---` -- 5. See 10/SO6 for Simpson to USP hardware conveys on table. O Q <br /> LL <br /> LEGEND <br /> EXTENDED GARAGE OPTION ION-ELEv _e 3-CAR GARAGE OPTION-ELEV.'B' <br /> SX.X DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 <br /> S--N-GRADE PER PLAN NOTE 1 k <br /> _ g <br /> m <br /> r01 FOUNDATION WALL � <br /> r <br /> —1 RAISED FOUNDATION WALL <br /> w <br /> 0 BEARING OR SHEAR WALL ABOVE d <br /> W n <br /> Q � <br /> CRAWL SPACE POST BELOW � <br /> %X FOOTING CALL-OUT SEE 5ISO7 W o <br /> m <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 A 8 i6 <br /> S02.1 B(M) <br />