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W <br /> U 5G <br /> p s xl <br /> E <br /> U_f ¢� <br /> w? <br /> U J J <br /> a cow <br /> �m <br /> s; <br /> r <br /> (J � <br /> L4 - <br /> (' I Aa _ <br /> ti i 4qi <br /> 41} W <br /> 5'-D.' <br /> 1 W <br /> fD <br /> _. -----J -- <br /> I I z <br /> OZ <br /> O <br /> a I <br /> h W <br /> I <br /> I = J <br /> sm � W <br /> N. ALL FRAMING OR HARDWARE 1 n ---'-- <br /> Tu.Lml l i NOT SHOWN OR SPECIFIED - <br /> TO REMAIN UNCHANGED - <br /> I I F~- <br /> 1 W <br /> I z Uj <br /> I I W <br /> O W <br /> 3 I FOUNDATION PLAN NOTES: — O <br /> Slab-on-Grade shall be 4 Nic.Slab shall be poured over Free Drain'ng Granular Fill per Geotechn'cal Report Sae Arch tecNral <br /> f -� { JLJ <br /> Draw ngs for Slab Elevation Depress onand Slope requ rements. Gyr---—— 2 Co nslructonlConlrol Joint n Slabs ate optio,al but recommended to control cracking.When usetl slab areas between lorsls shall <br /> -� I- be approx'mately square and 400-sf or less <br /> J U <br /> I — P1 0 3 Theompet tit,shall determine actual rooting elevators based o,final grades and site cord lions 8oifoin of Footinys shall be set ^ Z <br /> I 1..L <br /> 'g _ _ _- — - on competent property graded hearing soil below frost Depth O <br /> —————— _ 4. Anchor Solis for Exterior Stud Walls shall be in accordance w]Ili PI-6 of the Shear Wall Schedule of 1/S06.u.o.n. <br /> 5. See 10/S06 for Simpson to USP hardware conversion table. O U <br /> LEGEND <br /> 4i{GARAGE ON EXTENDED GARAGE OPTION-ELEV.'B' -� <br /> XX DETAIL CALL-0UT <br /> SX.X <br /> P-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br /> .--11-GRADE PER PLAN NOTE 1ob <br /> k <br /> ob <br /> L J FOUNDATION WALL W F <br /> [� RAISED FOUNDATION WALL <br /> ud <br /> L BEARING OR SHEAR WALL ABOVE d <br /> H ry <br /> CRAWL SPACE POST BELOW <br /> %X FOOTING CALL-OUT SEE 51S07 > o — <br /> /Y <br /> STEP STEP TOP OF STEM WALL 0 1 2 4 8 16 S02.1 1 B <br />