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LU T <br /> a e L <br /> Ur c �i <br /> � L>1 <br /> J J <br /> a =T <br /> C, <br /> w� <br /> z� — <br /> 3 <br /> we <br /> r�T. <br /> co <br /> I � 1 <br /> 1t <br /> I _ <br /> L <br /> I w <br /> I Q <br /> elf <br /> I p I I <br /> O o <br /> o^ I I J H <br /> tir y- W <br /> yh <br /> w <br /> {{ 1 I = J <br /> ALt FHAP11tJG RJV'JARc _' ALL FRAMING OR HARDWARE m <br /> NOl SHOV4r-1 l-t`PIED I NOT SHOWN OR SPECIFIED rl <br /> 70 RENialfJ h -,r/GGD TO REMAIN UNCHANGED t.. _ !— <br /> z ji <br /> FOUNDATION PLAN NOTES- O Ll.. <br /> .s: JO/,- I I 1. la-on rode shot be 4'th�dt Slab shall be poured over free Dra nIN Grenular�'II pay Geo[echnical Report.See Architectural 0 <br /> r Drawings for Slab Elevat on Depress on,and Slope requ re nenls. <br /> < I <br /> J G. Co ppro,ioNtely sql aunt n Slabs are optional but recomn�anded to co itral cracking.When used,slab areas between joists shall } <br /> _ be approx mately square and 41M1-sf ar less. Q U <br /> I —— ..g o 3. The Ciontrd n c shall determine actual footing elevations on f'nul grades antl site Condit ons Bottom o!Footings shall be set z � <br /> LE— I w oompetentL properly gratled bearing soA bebw Frost Depth, <br /> r� Z <br /> 4_ Anchor Bolts For Etterior Stud Walls shall be in accordance with P I+i of the Shear WaM Schedule of 11Sr16,u.o n <br /> 6. See 10/S06 for S,,pson to USP hardware conveys on table O U <br /> LL <br /> 11 <br /> i LEGEND <br /> v ,Iir�E OP EXTENDED GARAGE OPTION-ELEV.'A' <br /> UETAIL CALL-OUT <br /> SX.X j <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VSr16 <br /> SLA.­ON-GRADE PER pLAN NOTE 1 F- <br /> r1 FOUNDATION WALL m <br /> L__--J ti <br /> f—1 RAISED FOUNDATION WALL � I <br /> II BEARING OR SHEAR WALL ABOVE ii l <br /> CRAWL SPACE POST BELOW � `✓ <br /> X% FOOTING CALL-OUT SEE 5/SU7 W I <br /> Y i <br /> STEP STEP TOP OF STEM WALL <br /> SUAAj <br />