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W <br /> O E sG <br /> € K z <br /> u <br /> Uo s w <br /> w� <br /> oco <br /> mm <br /> will 1� <br /> h <br /> W 5i <br /> IFIFrF�� <br /> w <br /> .66 <br /> I <br /> CO o <br /> e T <br /> a y W <br /> < <br /> P <br /> O 0z <br /> y Q <br /> �^ ' W <br /> J <br /> W j <br /> '.AL L, <br /> ALL FRAMING OR HARDWARE <br /> NOT SHOWN OR SPECIFIED _ a <br /> TO REMAIN UNCHANGED <br /> I I � <br /> W <br /> z W <br /> O w <br /> FOUNDATION PLAN NOTES' O <br /> �SO' 1—SI30 on-G�ade shalfbeq Hid. Slab shall e�powzd over Fr¢e pro nog ranulefF 1per Geotechnigl Report.See Arch tectural <br /> ' and Slopz requ Te ne us G <br /> i _ Drawings for Sl bEl i Depression <br /> ——J 2. Construct-riC t I J t'n Slabs are oP�onai but recommeldeU to control cracking.When used slab areas between joists shall <br /> De approx m te'y q ntl 900-sf or less Q U E J <br /> ———— 1.6 0 3. The Go,tractor shall tleterm ne actual foot ng elevations baseU o t f final grades and stle conditions.Bottom of Footings shall be set <br /> - on competent propzrly graded bearing se I below Frost Depth LL O <br /> 1. �.. <br /> w <br /> —————— q Anchor Bolls for Exterior Stud Walls Shall be In accordance with PI ii of the Shear Wall Schedule of 14506,u.o.n. <br /> ' - — _ 5-0 5. Sae 10lSOB For Simpson to USP hartlware move-s an table. i O U <br /> 11 <br /> LEGEND LL <br /> 't G EXTENDED GARAGE OPTION-ELEV.'A' <br /> I SX.X <br /> DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 <br /> - SCAB-ON-GRADE PER PLAN NOTE 1 I¢. <br /> LFOUNDATION WALL <br /> RAISED FOUNDATION WALL g <br /> BEARING OR SHEAR WALL ABOVE d <br /> F <br /> ®®® CRAWL SPACE POST BELOW � <br /> XX FOOTING CALL-OUT SEE 5I507 to o <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> ilq'=P-0" 0 1 2 4 8 16 S02.1,l1 <br />