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i <br /> w <br /> I <br /> ^.J <br /> ui <br /> W <br /> (rW V w S <br /> �= j` <br /> Q a _,J <br /> a' is <br /> m 4 <br /> � F <br /> s <br /> �4 Jai <br /> yyk <br /> co <br /> et� <br /> 1 <br /> seen <br /> L,- <br /> 1 1 16'-o• 1 LL� <br /> LU <br /> 3 <br /> al r <br /> 2 0 a <br /> r Q <br /> ---------- L O Z <br /> __. P1-6 0 <br /> a <br /> Q <br /> , <br /> ji SA L U <br /> I 1 W <br /> J <br /> I I <br /> ALL j FI A iIN,,C-I l .l 1 ALL FRAMING OR HARDWARE <br /> L' j NOTT I10V TI OR SP�CIr IL C 1 NOT SHOWN OR SPECIFIED <br /> TG PtP Ili uJ TO REMAIN UNCHANGED <br /> LU <br /> Uj <br /> O LU <br /> � I I W <br /> FOUNDATION PLAN NOTES: ILL <br /> 3 1. Slabon-Grade shall be 4 thick.Slab shall be poured over Free Draining Granular FI peter eoG lechmwl Fapom see Archbeaural Z O <br /> 1 507 30 Draw ngs for Slab El-tar..,Dap 'on and Slope lequveme rls } <br /> 1, <br /> L—— __--—— f 2 C.Islrucbon/Control Jo t' Status opt onal but recommended to control cracking.When used,slab areas between lasts shall Q F_1 be approximately square and A00-sf or lees Q Q <br /> _j (.5 <br /> {P-6.l— L--....- 4 L____ 3. The Conlraclor shall determine bactualearing <br /> footing elevations Depth <br /> on tlnal grades and site conditions.Bottom of Footings shall be set 7 <br /> on competent properly graded bearing son below Post Depin ` � O 1 r <br /> ' ---- n ——--——— 4. An Bolls for Exterior Stud Wallb shall be-n accordance an Pi-6 of the Shear Wall Schedule of 1/SUo,u.o.n. <br /> ^ - 5. Sea 10/S05 for Simpson to USP hard—con,erson table. O Q i <br /> to <br /> LEGEND <br /> EXTENDED GARAGE OPTION-ELE'J xx <br /> _ _. 3-CAR GARAGE OPTION-ELEV.'A' <br /> SX.X DETAIL CALL-OUT <br /> 1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br /> Q <br /> SLAB-ON-GRADE PER PLAN NOTE t k <br /> r---,� to <br /> 0 FOUNDATION WALL y I <br /> r <br /> RAISED FOUNDATION WALL <br /> W <br /> BEARING OR SHEAR WALL ABOVE 0- <br /> H N <br /> CRAWL SPACE POST BELOW <br /> O <br /> OFOOTING CALL-OUT SEE 5/S07 w o <br /> STEP STEP TOP OF STEM WALL <br /> S02.1A(M), <br /> 0 1 2 4 8 16 <br />