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o =L <br /> = W <br /> 4.LLQ <br /> U � , <br /> a �w <br /> =T <br /> rF <br /> mr' <br /> 0 <br /> i` <br /> 0 u <br /> z <br /> Allw <br /> 1 to 0 <br /> T I , <br /> 1 LL <br /> %5 J — <br /> y J <br /> -- l r-- ----- — — — — LoL W <br /> — - _ e01 C� <br /> s <br /> 'u d,p� U <br /> I <br /> I g <br /> �y DWARE I t ALL FRAMING OR HARDWARE <br /> CIFIED S07 Q <br /> I \i <br /> PSG <br /> j TC RE kJ, JGEO I I NO SHOWN OR SPECIFIED � <br /> I I TO REMAIN UNCHANGED W <br /> lid I I <br /> I I <br /> I II <br /> j W <br /> � I <br /> W 6 <br /> B <br /> FOUNDATION s ab-orr- PLA be 4Oth do Slab shall be Q poured over Free Dra ri ng Granular F t per Gectechniml Fiepod.See Architectural <br /> �, v_.-. - - 1 Drawings Z,Slab Elevation,Depression and Slope requ rarrenta. <br /> — <br /> ...__ o 2. be.pp irv.o llrol Joint n Slabs ere ppt onal but recommended to co iVol crackng When used,slab areas between jests shall < _ <br /> ' Z } <br /> -'PI-9 _— _ be approx merely square antl 400.sf or less. ��'y () <br /> " 1 The 0-na—shalt determine actual footing elevations base:'on final grades and site conditions.Bottom of Footings shall be set / /1 -- <br /> 1OY2" on wmpetent,properly graded bearing soil below Frost Depit —,' 0— O <br /> 4. Anchcr Bolls for Exlador Swd wawa ehall be In—d—wall P1�6 Of the Sheer W;11 Schedule of VS06,u.o.n. <br /> 5. See 10/So6 for Simpson to USP hardware conversion table. V <br /> EXTENDED GARAGE OP ION 3-CAR GARAGE OPTION-ELEV.'D' LL. <br /> LEGEND <br /> xX DETAIL CALLAUT <br /> sx.x <br /> Pt-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br /> SLAB-ON-GRADE PER PLAN NOTE 1 <br /> 0 FOUNDAT7DN WALL to <br /> (—� RAISED FOUNDATION WALL <br /> K <br /> BEARING OR SHEAR WALL ABOVE d� <br /> FW- <br /> CRAWL SPACE POST BELOW <br /> FOOTING CALL-OUT SEE 51S07 W o <br /> C <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 B i6 SO, <br /> I <br />