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G <br /> O <br /> W h <br /> H <br /> �O <br /> Om <br /> W', z <br /> - u <br /> uz a <br /> �_ w 3 <br /> 14 <br /> 1,f <br /> al CD <br /> s <br /> w - <br /> - - - - TAstia r <br /> co U_ <br /> LIm5'-O" <br /> <2'-0" IP1-6 � <br /> P1 GJ I P1 6 J O O <br /> y <br /> W <br /> h w <br /> Lit <br /> m <br /> I I _ <br /> ALL FRAMING OR HARDWARE I o <br /> ;I ALL FRAMING OR HARDWARE - <br /> NOT SHOWN OR SPECif IED S I d <br /> TO REMAIN UNCHANGED J d NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCHANGED <br /> I <br /> I <br /> I LU <br /> 1 z LU <br /> I W <br /> I I O W <br /> 3 ` I <br /> FOUNDATION PLAN NOTES Q 50- I 7 Slab--Grace S abshall El li n.s Slai.,II be poured aver Free Uram rig Granular Fill per eotechri cal Report See Arati[ecWral <br /> � � I Draw rigs for Slab Elevalb O p and Slope requ remerrts <br /> i <br /> Z I } <br /> ,) - —————J 2 Construct—Control Joint n Slabs are apucuial but recommended to webol crack ng.When used slab areas between to sts shall <br /> Dill- b Wpm re atelysquaand4O0sfl <br /> I rox aress Q <br /> ---- <br /> P.g o 3 The Contractor shall determine actual foot g eleva0ons based an final grades and site conditions.Bottom of Food tgs shall be set Z Z <br /> L - I L._ 1 - on wmpet so,property graded bearing soil below Frost Depth. <br /> w <br /> ——————�— 4. Amhor Bolls for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Srltetlule of 1/S06.u.o.n. <br /> 5'A" 5. See 10/SO6 for SlmPson to USP hardware comers on table. O U <br /> LEGEND Y_ <br /> CAR GARAGE OPTION l EXTENDED GARAGE OPTION-ELEV.'B' xx <br /> SX.X DETAIL CALL-OUT <br /> F-P-1--T ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 <br /> Q <br /> SLAB-0NGRADE PER PLAN NOTE 1 k <br /> L_ FOUNDATION WALL y <br /> F <br /> RAISED FOUNDATION WALL <br /> W <br /> 0 BEARING OR SHEAR WALL ABOVE tl <br /> C <br /> CRAWL SPACE POST BELOW � <br /> FOOTING CALL-OUT SEE 5/S07 <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S02.1 B <br />