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7 sp <br /> J Ld <br /> =u <br /> �m F Kz <br /> _ w= <br /> Uo w< <br /> LL= s 57 <br /> z� <br /> m <br /> m <br /> J <br /> z`yV <br /> �T. <br /> . <br /> �uILN.'L <br /> w <br /> j4h, <br /> LL <br /> I <br /> 2,-0„—— < <br /> z <br /> I <br /> P_6 O 0 <br /> w > <br /> w <br /> I I w <br /> s.07 <br /> 5 I I <br /> ALL FRAMING OR HARDWARE --_- <br /> e NOT SHOWN OR SPECIFIED <br /> I - TO REMAIN UNCHANGED <br /> I I <br /> I I � <br /> z wI <br /> W <br /> _O <br /> I I FOUNDATION PLAN NOTES. ILL <br /> 1 Slab on Gratle shall be 4 tM1 k.SI b II b p d Free Die i ng Granular Per Ge technical Report.See Architectural Q <br /> pProx�ma aly square and 400 sf or lasts.da IbN recom�e ttled�o vonlrol crack n When secl slat.a'cas beh t sls shall <br /> 507 Draw rg for SWb EI P P q <br /> L----- ----r__,30 2. 1io115UUlt oniC P 9 to Q <br /> QI be a [ 0 <br /> 4 ——————— — 3 The Car Iractar shall determ ne actual fool ug elevatons based u i 1 tal grades and sue conditions.Bottom of Fool igs shall be set z /1 Z <br /> on wmpewnt,properly graded needing so I below Frost Depth. LLB O <br /> 0. Anchor Bulls ror Extai or Stud Wells shall ba m accordance with Pl-G of the Shear Wall Schatlule of 1/SD6,u.o ri. 1- <br /> 5. Sae 10/S06 for Simpson to USP haruware conversion table. O <br /> 10Yz' 8'-3" tOYj' 1 L <br /> LEGEND i <br /> 3-CAR GARAGE OPTION-ELEV.'B' xx <br /> SX.X DETAIL CALL-OUT <br /> Lt r� ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 <br /> SLAB-ON-GRADE PER PLAN NOTE I <br /> _ ad <br /> FOUNDATION WALL W <br /> I RAISED FOUNDATION WALL <br /> w <br /> BEARING OR SHEAR WALL ABOVE 11 <br /> bu N <br /> CRAWL SPADE POST BELOW <br /> %X FOOTING CALL-..I SEE 6/S07 W ! <br /> K <br /> STEP STEP'rOP OF 3 FEM VVALL , <br /> i <br /> 0 , 2 4 8 16 S02.1 B(M) <br /> 114"=1'4 <br />