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0 <br /> jSo <br /> L9 5 0 <br /> �N <br /> K z_ <br /> W V 2 <br /> UQ C w 0 <br /> LLx x w? <br /> a <br /> 01 <br /> m <br /> mm <br /> �of <br /> w <br /> r�r A9M N �- <br /> I I � <br /> co <br /> H <br /> cL a l I W <br /> LL <br /> LU <br /> s s —.J < <br /> I � <br /> Z <br /> O <br /> I I I z Q <br /> .d kDWARE ALL FRAMING OR HARDWARE <br /> _. — --—507 507 z LU <br /> NCI >I CIFIED - ALL <br /> FRAMING <br /> OR SPECIFIED L <br /> I O RL 1NGED TO REMAIN UNCHANGED J <br /> EE _ W LU <br /> LLJ <br /> I <br /> II i i - I <br /> I I <br /> I <br /> Z > <br /> LIJ <br /> 0 s0 S07 FOUNDATION PLAN NOTES: O LL <br /> I j O - <br /> L_ _ _=,� — 1. Slab-on-Gratle shall be 4'thwk Stab shall be pouretl over Free Draining ning Granular Fill per Geolechn UI Report See Arch lectural <br /> ... —:. .-,`. Draw 1gs for Slab Elevatlon Depression and Slope requirements <br /> —', 2 Construct oNComrol joint in Slabs are opt o tat but rawmmended co control Crack ng When used,slab auras between jo sLs shall Q <br /> be approximately square and-000 sf or less Q J () <br /> ry <br /> 3 The Contractor shall tlelemine actual rooting elevations based on final grades and site condibons.Bottom of Foolings shall be set z �1 Z <br /> on competent properly graded bearing soil below Frost Depth. 0— O <br /> ,OY2" B,-- ,OYp" 4. Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wa4 Schedule of 1/SO6.u.o.n. (— <br /> 5. See 10/SO6 for Simpson to LISP hardware conversion table. O U <br /> EXTENDED GARAGE OPTION-ELEV.'B' 3-CAR GARAGE OPTION-ELEV.'B' LL Q <br /> LEGEND <br /> xx � <br /> SXX DETAIL CALL-OUT <br /> rP� ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF i/S06 <br /> SLAB-ON-GRADE PER PLAN NOTE, <br /> m <br /> L FOUNDATION WALL to <br /> RAISED FOUNDATION WALL <br /> K <br /> W <br /> BEARING OR SHEAR WALL ABOVE <br /> a <br /> N <br /> ju <br /> Q N <br /> CRAWL SPACE POST BELOW � <br /> XX FOOTING CALL-OUT SEE 5/SO7 W o <br /> tY <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 <br /> S02.1 B(M) <br />