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s� <br /> tr16 <br /> W >Z <br /> �Z <br /> -o w in <br /> la_x � w3 <br /> IL ta w <br /> x= <br /> o~ <br /> min <br /> rV <br /> T <br /> n <br /> e <br /> f--i a5 <br /> Zr fee <br /> Z� c <br /> 1�f lNSy NC <br /> 5.D.. <br /> I I � <br /> I _ <br /> tom/ �V <br /> LLLL_N/ <br /> 7 <br /> o-�� <br /> S�oA I Q <br /> 5��5 <br /> I <br /> OZ <br /> O <br /> ALL FRAMING OR HARDWARE — ALL FRAMING OR HARDWARE S07 Q <br /> NOT SHOWN OR SPECIFIED �, NOT SHOWN OR SPECIFIED Z ~j <br /> TO REMAIN UNCHANGED j TO REMAIN UNCHANGED - I W <br /> b I a w W <br /> I � <br /> I - <br /> I <br /> I <br /> I I <br /> I <br /> ` I <br /> ' I I <br /> I , <br /> I <br /> W <br /> W <br /> '1 1 z I <br /> s ' O W <br /> 30 ) FOUNDATION PLAN NOTES: V- <br /> (• 1. Slab-on-Grade shall4 t sk Slab shall be poured over Free Dral t ng ranu ar Fi I per Geotechn Cai Report.See Arch'm.t nal Q <br /> ' - r Drawings for Slab FJevaticn Depresswn and Slope requvemenls z <br /> - ---- <br /> r 2 nstrucfon ol Joint n Slabs are option <br /> —Tr be app—imately,ci-re and 400-sfor less."'but recommanded to control trading When used.stab areas between jo sts shall Q Q <br /> LN —_ a (� <br /> P-S <br /> � - 3. The Comractor shall determine actual tooting elevations based on final grades and site conditions.Bottom of Footings shall be set z Z <br /> L{� <br /> on competent,properly graded bearing sod below Frost Depth. O <br /> 1 Oy, --- -"'—B'- -- ----r' I OYz" 5'-D" 4. Anchor Bolin for Exterior Stud Walls sli be m accordance with Pi4i of the Shear Wall Schedule of 11So6,u.o.n. F-- <br /> 5. See 1(/SU6 for Simpson to USP hardware—version table. O <br /> 3-CAR GARAGE OPTION-ELEV.'B' EXTENDED GARAGE OPTION-ELEV.'B' V— Y) <br /> LEGEND <br /> xx � <br /> SXX DETAIL CAL—LIT <br /> P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 <br /> SLA&ON-GRADE PER PLAN NOTE 1 <br /> m <br /> I- 1 FOUNDATION WALL N <br /> r <br /> RAISED FOUNDATION WALL <br /> BEARING OR SHEAR WALL ABOVE a <br /> N <br /> CRAYJL SPACE POST BELOW � <br /> O FOOTING CALL-OUT SEE 5/S07 <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> ,,_ 0 1 2 4 B 16 S02.1 B <br />