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1 <br /> W <br /> �_ U3 <br /> �c <br /> m <br /> I <br /> to <br /> I pig � <br /> I I I <br /> I <br /> SN: <br /> I I I I <br /> I I I I <br /> S L" <br /> I 1 W <br /> _ LL <br /> I I W <br /> -� --- --P16 — . 2 " J <br /> LU <br /> �— — ———— L— ———— U <br /> I r <br /> O Z <br /> I I I 0 <br /> I I 1 1 Q 7 <br /> ALL NO7 SHOW d CIFIED I MIN. 1 1. S07 NOT SHOIWN OR SPECIFIENG OR D W <br /> O REMAIN n'. -dJGED TO REMAIN UNCHANGED <br /> I <br /> I i I I <br /> 1 i I I <br /> I I II I I <br /> J_ W <br /> Z W <br /> O 7 <br /> i I W <br /> -u W F 1 I 3 FOUNDATION PLAN NOTES O <br /> 5'-D"Y2'6"x12"THICK Slab-on <br /> r GuTING VV 4 u 1U'�: I I S07 -Grade shall be4 thick Slab shall be poured over Free Drain ng Granular Fill per Geolechri wl Report.See Arch'tectural <br /> t_ r , FOOTING WI a4(d�10"oc ssian requ r z <br /> ' Ol I �-— ——— —J EA.WAY,BOTTOM Dravnngs for Slab Elevator,Depre ,antl Slope emenls <br /> -Y--- I 2. b e approximately <br /> square <br /> Joint n Slabs are optional but recommended to control c2de ng When usetl slab areas between joists shall <br /> - be approximateq square and 400.5f or less <br /> a o <br /> NI .� r. - - 3 The Cont—orshall determine actual footng elevat ons based un final gratles antl site tend lions.8otlo n of Footings shall be set Z C/'�L Z <br /> -- '----�— "-- on mmpemh(,properly graded hearing soli below Frost Depth LL O <br /> L_ —J 4. Ancho r Bolts for Exterior Stud Walk shall be in accortla—with P1-6 of the Shear Wall Schedule of 1/S06, <br /> I. Pt 6 —J 5 wa. See 70/506 for Simpson to USP hardre conversion table. U <br /> _5._p" toy2 S. 7DY" O 0 <br /> C0 <br /> LEGEND <br /> EXTENDED GARAGE OPTION-ELEV.'C 3-CAR GARAGE OPTION-ELEV.'C' <br /> xx � <br /> sXJC DETAILCALL-OUT <br /> P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 <br /> SLAB-ON-GRADE PER PLAN NOTE t k <br /> m <br /> L r � FOUNDATION WALL do <br /> I--� RAISED FOUNDATION WALL <br /> W <br /> 0 BEARING OR SHEAR WALL ABOVE d <br /> W n <br /> � n <br /> CRAWL SPACE POST BELOW <br /> O FOOTING CALL-OUT SEE 5/S07 o <br /> a <br /> STEP STEP TOP OF STEM WALL <br /> 0 i 2 4 8 16 <br /> S02.1C(M)I <br /> I <br />