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�N <br /> sZ <br /> Qlj E s0 <br /> 3 G z <br /> Uo f wm <br /> [L �? <br /> 1J <br /> rn <br /> a =w <br /> d <br /> {Ta � <br /> z�ke <br /> �4T. <br /> r� <br /> ,o a -. <br /> I UL w <br /> a = W <br /> --- z'D" Q <br /> Pi-6 1 <br /> O I <br /> W <br /> _ Lu <br /> LLJ <br /> I I J <br /> __ Q <br /> ALL FRAMNG OR hiAKGWARE ALL FRAMING OR HARDWARE _ 9 <br /> NOT SHOWN OR SPECIFIED NOT SHOWN OR SPECIFIED E <br /> TO REMAItJ UNCHANGEG J TO REMAIN UNCHANGED <br /> I � <br /> 1 W <br /> _ I I z W> <br /> FOUNDATION PLAN NOTES: O LL <br /> labon-Grades al be 4'thltic Slab shall be poured over Free Darting Granular Fill per Geofachnual Report.Sae A,6 fedora, I..� O <br /> and Sloperequfremerts. <br /> —f - Drawings for Blab Elevators,Depress on <br /> 2. Construction/Control Jo nt in Slabs are opl onal but recommended to control cracking.When used,s �oialab areas between is shall `Q <br /> CI I� <br /> be approximately square arM 400 sf or less <br /> _ <br /> _ - J ---- 3 clo The Gontrar shall determ ne actual fouling elevat ons based on final graces and site conditions.Bottom of Feelings shall be se[ Z <br /> an ompe[ent properly graded bearing so I bebw Frost Depth. Z <br /> ——————— 4. Anchor Suits for Exwnor Stud Walls shall be in accordance with Pt-6 of the Shear Wap Schedule of VS136,u.o.n- O <br /> 5. Sea 10/506 for Simpson to USP hardware conversion table- O V <br /> 11 <br /> LEGEND 4_ <br /> 3-CAR GARAGE OPTION-ELv. EXTENDED GARAGE OPTION-ELEV.'A' <br /> DETAIL CALL-OUT <br /> sxx <br /> P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF US06 <br /> C� SLAB-ON-GRADE PER PLAN NOTE, 1— <br /> g <br /> L FOUNDATION WALL <br /> ---J m <br /> r <br /> RAISED FOUNDATION WALL la <br /> K <br /> a <br /> BEARING OR SHEAR WALL ABOVE <br /> CRAWL SPACE POST BELOW � <br /> XX FOOTING CALL-OUT SEE 5IS07 w o <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S02.1 A <br />