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w <br /> W <br /> W= <br /> U_ >N <br /> U <br /> a � wLL <br /> 0 <br /> q <br /> PL4 - <br /> T. <br /> I- <br /> _ M <br /> W w <br /> - z <br /> w <br /> I a I <br /> ry �i Q <br /> I I I , I z I <br /> O Z <br /> I i I I O <br /> I <br /> 1 /1 ALL FHAI ,, ,,,: RDWARE ' .1 1 ALL FRAMING OR HARDWARE Q <br /> S0� NO f til 1"d,a 'ECIFIED -S07 NOT SHOWN OR SPECIFIED z <br /> TO REMAIN UNCHANGED <br /> LU <br /> W w <br /> I <br /> I I I I <br /> -- <br /> i I I <br /> I <br /> �I w <br /> LLJ <br /> 3 Z � <br /> O w <br /> soT BD FOUNDATION PLAN NOTES _ ILL <br /> —7T.1 <br /> —_ , flab-on-C�ad eha11 b 4 Ih ck SI b sl all be p tl - F ea D g G FII pa Gaol cl 'c R V t A h I Gural Z O <br /> ........• -: Draw ngs I Slab Elevation,O P d SI p q l I. >- <br /> T - -- ------- a Q <br /> Q � — 2. Coate ct o i/Control Joel n Slabs—optional but recomme ldetl to control cracking When used,Stab aiaa5 beNvean joists shall <br /> —— — be approx mafely square and 400-sf or less. Q U <br /> 10Yz' 8'-3" 10Y ___ 3. The Co sua,t,r shall tly gradi1e actual footing elevations based on final grades and site co 1diYons.Bohurn of Fooi ngs shall ba sat (\ z <br /> on competent,properly graded bearing sail below Frost Depth. 1.1� O <br /> b 0 4. Anchor Bolls for Exterior Stud Walls shall be in accordance w,ln P1-6 of the Shear Well Schedule of I ISW u.e.n <br /> 5. Sea 101S06 for Simpson to USP hardware c-viusion table. O U <br /> EXTENDED GARAGE OPTION-ELEV A' 3-CAR GARAGE OPTION-ELEV.'A' L L.. � <br /> ----._.-..------- LEGEND <br /> xx -' <br /> SX.X DETAIL CALLAUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 <br /> SLAB-ON-GRADE PER PLAN NOTE 1 <br /> aga <br /> L r 1 FOUNDATION WALL y <br /> RAISED FOUNDATION WALL <br /> w <br /> BEARING OR SHEAR WALL ABOVE <br /> a <br /> N <br /> O <br /> CRAWL SPACE POST BELOW � <br /> OFOOTING CALL-OUT SEE 5/S07 - <br /> � JI— <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 <br /> 1/4`=1'-0" <br /> S02.1A(M) <br /> ,� III <br /> I � <br />