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V 3ti <br /> l9 � sq <br /> G z <br /> w w= <br /> a <br /> Uo wa <br /> a ww <br /> x2 <br /> F <br /> iJ p <br /> mm <br /> ct <br /> r <br /> z <br /> W��4 <br /> wi <br /> e H<? <br /> �Lf411.h1�-' <br /> co W <br /> nI�i LL W <br /> Q <br /> --- I 2-0 LY <br /> L -- �? <br /> 1 _ O Z <br /> P1 Q <br /> F— <br /> Z J Q <br /> T� W <br /> III I I —r J <br /> W <br /> 1 <br /> I so7 OD <br /> N. <br /> SHGWN GR 4i "t I ALL FRAMING OR HARDWARE <br /> TO REMAIN UNCHAN l ,_. a NOT SHOWN OR UNCrAN EDD <br /> J TO REMAIN UNCHANGED <br /> I I <br /> I I I I <br /> W <br /> LLI <br /> j I I I I W <br /> ! FOUNDATION PLAN NOTES _ _ — LL <br /> 9 1 Slab-on-Grade shall be 4 thick Slab shall be poured over Free Dra n ng ranuler Fill par Ge to h --I R port See Afchitedural O <br /> S07 30' Drawings for Slab Elevation,Depression,on and Slope requirements. ` f <br /> —— , L————— ——— —, 2 ConstruceonrCo ttrol Jo nt n Slabs are optional but reconunendad to control cracking.When usetl slab areas belvAse t joats shall <br /> III - - - be epprox mately square and 400-sf or less <br /> L———— 3 The Contractor shall deternllnc actual foot ng elevations based on final grades and site conditions,Bottom Of Footings shell be set /'► Z <br /> patent,properly graded bearing I below Frost Depth. I..L <br /> _ gso p O <br /> 5. See 10/S06 for o S m of t n fotUSP hartlwtarle co1nvers accordance <br /> table.with P1-6 of the Shear Wall Schedule oft/SOfi,u.o.n. <br /> 1 DYa• 8'3" 0Y211 LL 0 <br /> LEGEND <br /> EXTENDED GARAGE OPTION-ELL 3-CAR GARAGE OPTION-ELEV.'B' -71 <br /> SX.X DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 <br /> Q <br /> SLAB-ON-GRADE PER PLAN NOTE 1 k <br /> ---; m <br /> L '�J FOUNDATION WALL ad <br /> C <br /> RAISED FOUNDATION WALL 2 <br /> w <br /> BEARING OR SHEAR WALL ABOVE 0. <br /> ry <br /> CRAWL SPACE POST BELOW <br /> XX FOOTING CALL-OUT SEE 5/S07 <br /> STEP STEP TOP OF STEM WALL <br /> i/4"=1'G"G 1 2 d 6 16 <br /> S02.1 B(M) <br />