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F <br /> 0 <br /> Fj o <br /> U _ C1 <br /> `= w 3 <br /> U <br /> L cow <br /> CI <br /> mm <br /> J+ <br /> n <br /> � F <br /> a m <br /> w � <br /> w �3 <br /> gg. <br /> z <br /> w <br /> ?oFTasH;i. <br /> f6l <br /> 00 <br /> I, <br /> (� <br /> n — I LL <br /> I 2-0 —P, <� <br /> OZ <br /> O <br /> o W <br /> I Z W <br /> soT I W <br /> _m <br /> I I a <br /> ALL FRAMING OR HARDWARE <br /> NOT SHOWN)r: -EGIfG I a <br /> NOT SHOWN OR SPECIFIED <br /> TO REMAIN U GHHIJ - <br /> TO REMAIN UNCHANGED <br /> I I <br /> W <br /> z W <br /> I O <br /> W <br /> I FOUNDATION PLAN NOTES: ILL. <br /> 1 SD -on- <br /> bGrade shall baVihick 'lab atiani i p6unid—F G`e g('ranuler Fill per 1-hnicerReport.See Arch tectural r Z O Drawings for Slab Eleton Depress an and Slope qe <br /> 2JointY' <br /> Construct IConlrol Jo nl m Slabs are optional but recommended to control cracking.When t se0 slab areas between to sts shall <br /> . I&. �- I be Wp re—irrately squa and 400-sf or less. Q Q <br /> .X C) <br /> 3. The Contractor shall determine actual footing elevations based on final grades and s lio site contl is Bottom of Footings shall be set J <br /> Il i� on competent properly graded bearing Z <br /> g soil below Frost Depth O <br /> I 4. Anchor Bolts for Exterior Stud Walls shall be In accordancewith P1-6 of the Shear Wall Schedule of 1/806,u.o.n. z <br /> 5. See 10/S06 for Simpson to USP hartlware co—im table '10 Q <br /> LEGEND <br /> -,k GARAGE OPl1G , - EXTENDED GARAGE OPTION-ELEV.'B' XX <br /> SX.X DETAIL CALL-OUT <br /> L M ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br /> J <br /> S1-AB-0N-GRADE PER PINJ NOTE 1 <br /> LJ FOUNDATION WALL y <br /> N <br /> RAISED FOUNDATION WALL <br /> W <br /> BEARING OR SHEAR WALL ABOVE a <br /> W o <br /> �—� CRAWL SPACE POST BELOW <br /> o a <br /> ( -FOOTING CALL-OUT SEE 5/SD7 U., o <br /> �/ K <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S02.1 B <br />