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0 <br /> -r J <br /> N <br /> Fro � Z <br /> W= <br /> U� n <br /> W <br /> ILS i W 3 <br /> `L <br /> om0 <br /> m <br /> w�kA <br /> z <br /> �TAsti<,1 <br /> pco <br /> W <br /> I I I I LL Lf-! <br /> TO" Or- <br /> I <br /> -T Ir- -- ---- <br /> Q <br /> L- 0 <br /> '- -- L ----- O Z <br /> ! L I P1_g O <br /> �o J Q <br /> W W <br /> Ir J <br /> L. I I_ w <br /> ,� ALL FF I W I I ALL FRAMING OR HARDWARE <br /> u NOT SHOW,0 I I NOT SHOWN OR SPECIFIED <br /> TO REMAIN U.i TO REMAIN UNCHANGED <br /> w <br /> Z W <br /> I <br /> I O w <br /> I FOUNDATION P? I LAN NOTES. LL <br /> ! 3 1. Slab-infra S shall be 4"thick.Slab shall be poured over Free Draining Granular Fat r Gaolechnical Re ort.See ArcnfleUural <br /> I I P 9 per P O <br /> $07 Drawings for Slab Elevation,Depression,and Slope requirements. <br /> G <br /> I Q <br /> ----------'- t--- - - ---r 2. DOn$W LhOnICOntr01 Joint n Slabs are optional but remimnentled to control crocking,When used,slab areas between jorsts shall -. <br /> -_ be approximately square and 400-st or loss. <br /> _ _-_-- - J <br /> 3. The ConbagoI shall determine actual fouling 1 l based on final des and site conditions.Bottom of Footings g l eve ions grades gs shall be set LL Z <br /> on canpefent propery graded bearing soil below Frost Depth. O <br /> - 4. Anchor Bolts for E-d or Stud Walls shall be in accordance wiUt P1-6 of the Shear Wag Schedule of 1/S06,u.o.n. <br /> T 5-0"- 5. Sea 1WS06 for Simpson to USP hardware conveys on table. O U <br /> 10XV 6'-3" t0yy" 0 <br /> LEGEND <br /> EXTENDED GARAGE OPTION-ELL v 6 3-CAR GARAGE OPTION-ELEV.'B' <br /> - -----�-- � DETAIL CALL-0UT <br /> SX.X <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/306 <br /> Q <br /> L- SLAB-0N-GRADE PER PLAN NOTE 1 k <br /> ob <br /> r --- m <br /> L�J FOUNDATION WALL � <br /> m <br /> C <br /> RAISED FOUNDATION WALL <br /> W <br /> 0 BEARING OR SHEAR WALLABOVE a <br /> W <br /> O N <br /> CRAWL SPACE POST BELOW >> <br /> OFOOTING CALL-OUT SEE I-- W <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 <br /> 502.1 B(M) <br />