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O <br /> O <br /> C— <br /> �P <br /> 1W1n i <br /> u B U <br /> N <br /> w <br /> U. <br /> W UI <br /> IL <br /> w <br /> al ww <br /> mh <br /> J� <br /> L� <br /> h <br /> W t>a <br /> w§�r <br /> T. r <br /> ns"�a.. <br /> I li I I9 <br /> L C9 <br /> _ ----- —J <br /> Q <br /> I <br /> O Z <br /> f 0 <br /> ALL FRAMWl I 'w __ <br /> ALL FRAMING OR HARDWARE Q <br /> NDT SHOWIJ I'I� �r SD) <br /> TO REMAIN l I N-EL NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCHANGED LL J <br /> -- 4 1 J <br /> Q <br /> I I - <br /> I <br /> I I <br /> I I <br /> I <br /> i I � <br /> F— <br /> I <br /> W <br /> w <br /> I I <br /> z W <br /> "o ! W <br /> I <br /> FOUNDATION PLAN NOTES' LL <br /> -- 4 J I 1 Slab-on-Grade shall be 4 1 7e—BI b hail be poured over Free Dra n ng ranuler F�(; t h el Report 5 A fiitecWivi O <br /> ---- z <br /> I r I Dmw ngs for Slab Elei Depression,and Slope raquirnmenis } <br /> r —— 2 Construct onlConlrol Joint n Slabs are optional but recommxndxd to control crackng Wi ed,slab areas botween loisix shall us <br /> be approximately square 4ntl 400 sf or lass. Q <br /> ry <br /> —————— 3. The Contractor shall data, nn actual footing elevations based on final grades and site c ,ilions.Bottom of Footings shall be set 7 �1 Z <br /> on competent,Properly graded bearingLL <br /> soil below From Depth, z� <br /> 01 loy 5 4. Anchor Bolla for Exterior Stud Walls shall be In accordance with P 1-6 of the Shear Well Schedule of IIS06.a o.n. O 0 <br /> 5. See 10IS06 for Simpson to USP hardware conversion table. O U <br /> Q <br /> /,R GARAGE Or PION -ELEV EXTENDED GARAGE OPTION-ELEV.'A' LL cf) <br /> LEGEND <br /> SX.X DETAIL CALL-OUT <br /> FMM ANCHOR BOLTS FOR SHEAR W!-LL A90VE PER SQNEDULE QF 11606 <br /> G <br /> SLAB-ON-GRADE PER PLAN NOTE 1 <br /> r01 m <br /> FOUNDATION WALL N <br /> F I <br /> C� RAISED FOUNDATION WALL <br /> a <br /> BEARING OR SHEAR WALL ABOVE <br /> W o <br /> Q N <br /> CRAWL SPACE POST BELOW O � <br /> % FOOTING CALL-OUT 6EE 61907 d o <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S02.1 A <br />