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�s <br /> w °n <br /> � � L <br /> iL <br /> U c <br /> IL J <br /> o <br /> P. <br /> �m <br /> T"Sh c' / <br /> 0OFT <br /> ss <br /> TW1L <br /> I <br /> I— <br /> LL <br /> --iF_I-6-la <br /> EL <br /> �— <br /> 4 J <br /> ST �� <br /> 1 <br /> I Z <br /> O 0 <br /> 7 <br /> L Q <br /> ROWARE ALL FRAMING OR HARDWARE �rl <br /> S ECIFlED I S07 NOT SHOWN OR SPECIFIED G > <br /> 1NGED TO REMAIN UNCHANGED J <br /> L1.J w <br /> I I a li J m <br /> I � I <br /> W <br /> Of <br /> zLu <br /> 3 L1 <br /> ..- S07 O LL <br /> _ 30 FOUNDATION PLAN NOTES <br /> L'T t Slabron-Grade shall be 4 fh'ek SI shall b tl r Free Ora n ng Granular Fill per Geolechn cal Report Sea Architectural <br /> '.' Drawings for Slab Elevat D p n d Slop eyUl(t MORIS Z <br /> T ;—', — ————— ——— 2 Construct—Control Joint in blabs are optional but rewantended to control cracking When used slab areas between joists shall _ <br /> be approx mawly square and 400 s(or less Q (, <br /> - _ J <br /> Z� ——__„ � 3. The Contractor shall tlelemi ne actual fool n9 alavat ono Uased or}nal y�ades and site condition,.Bottom of Footings shall be set ^ <br /> on wmpelenl Properly graded hearing soil below Frost ietnh I..L. 0 <br /> 10y <br /> _U —1 OYt 4. Anchor Butts for Ezlerio!Stud Walls shall by in acwrdar'e w Ih P7 d of the Shear Wall Schedule of t/S06 u.p n. <br /> 5. Sea 10/SO6 for Sari to USP hmdware convar.-to'a. O 0 <br /> EXTENDED GARAGE OPTILAA-ESE': u 3-CAR GARAGE OPTION-ELEV.'Br cn <br /> ----- <br /> - --- LEGEND <br /> _ d' <br /> xx <br /> SX.X DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WA,ABOVE PER SCHEDULE OF 1/606 <br /> SLA&ON-GRADE PER PLAN NOTE 1 <br /> m <br /> L FOUNDATION WALL W <br /> ---J <br /> F <br /> RAISED FOUNDATION WALL <br /> W <br /> a <br /> BEARING OR SHEAR WALL ABGVL <br /> o <br /> CRAWL SPACE POST BELOW In� Nl` <br /> O FOOTING CALL-OUT SEE 51507 [ <br /> a <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 a 8 16 802.1 B(M) <br />