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C• <br /> O <br /> F ry <br /> =J <br /> N N <br /> N <br /> Ld 3e <br /> IX <br /> m u <br /> 'U_E ` �N <br /> LL w 2 <br /> U. <br /> IL <br /> r <br /> mV <br /> m <br /> on <br /> f a <br /> �s a <br /> z rya <br /> zPa <br /> wco LL <br /> W <br /> W <br /> •I I `u I I = C7 <br /> Q <br /> Pi' _ I 2•_P <br /> P c P1-6"_. O O_ <br /> a I I Q J < <br /> A I ap TW W <br /> I I so7 I I- sm � Q <br /> a F1, <br /> AMING OR HARDWARE i-` ALL FRAMING OR HARDWARE <br /> HOWN OR SPECIFIED NOT SHOWN OR SPECIFIED <br /> I EMAIN UNCHANGED TO REMAIN UNCHANGED <br /> 1 F- <br /> LLJ <br /> Q' <br /> z � <br /> �_ W <br /> FOUNDATION PLAN NOTES Pour g per Geotechn,cal Report See Architectural '-- O <br /> 1 I 1 3 LL <br /> t Slab-on-Grade shall be 4,,D Slab shall be ed over Free Draining n Granular Fig <br /> I I 1 S07 O Draw nys for Slab ElevaTon Depress on and Slope raga remenls C,/ z <br /> /r f— <br /> li 2 CohaWcfiohiConVol joint in Slabs are optional but remmmentled to control cracking.When used,slab areas oeWeen joists shall \` <br /> be approximately square and 4D0 sf or less. Q U <br /> --_--- <br /> o 3, The Gontraclor shall determine actual footing elevations based on foal grades and site conditions.Bottom of Footings shall be set Z <br /> on wmpetent properly graded bearing soil below Frost Depth. O <br /> 4. Anchor Bolls for Extenor Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of 1/SO6.u.o.n. D F- <br /> 5. See 10/SO6 for Simpson to USP hardware conversion table. 0 Q <br /> 10YY V-3" 10YY LL 0 <br /> LEGEND <br /> EXTENDED GARAGE OPTION-ELEV.'A' 3-CAR GARAGE OPTION-ELEV.'A' <br /> ----- XX DETAIL CALL-OUT <br /> SX.X <br /> Pt-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br /> SLAB-ON-GRADE PER PLAN.GTE 1 <br /> _k <br /> r--- m <br /> LI �J FOUNDATION WALL y I <br /> r <br /> RAISED FOUNDATION WALL <br /> W <br /> BEARING OR SHEAR WALL ABOVE a <br /> F n <br /> CRAWL SPACE POST BELOW <br /> 0 <br /> O FOOTING CALL-OUT SEE 5/S07 > o <br /> W <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> 0 , 24 8 16 <br /> S02.1 A(M) <br />