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D <br /> LU <br /> U <br /> o•1: <br /> 1r <br /> a <br /> �ullrllliir� c� <br /> w <br /> T. <br /> awLco ILL. <br /> PI-6 LIJ <br /> -- ------- L1 J <br /> ---- -- �- L L.1 z <br /> I soP 7 � <br /> L Z <br /> 1 j Q O <br /> � - H <br /> 2DWARE - ALL FRAMING OR HARDWARE: <br /> CIFIED I S07 NOT SHOWN OR SPECIFIED Z W <br /> li, ,NGED I I TO REMAIN UNCHANGED LU <br /> W w <br /> 1 <br /> I I <br /> I <br /> I <br /> I <br /> W> <br /> Z > <br /> LJ <br /> __ O FOUNDATION PLAN NOTES LL <br /> i Slab-on-Grade shall be 4 th ck Slab shall be poured over F e D ing Granular Fill per Geotechn cal Report-Be,And,t-boal Q <br /> --- ._- Dra-wings for Slab Elevation Depression.and Slope require z <br /> o — — — —— - 2 c' strucl onlCo ttrol Jornl n Slabs are optional but reconlm nded to Control cracking.When used slab areas between loss shall <br /> be approzmately square and 400 s(or less iQ U <br /> yyy w <br /> .�.'l�_1N _ —————_ 3 The C.ontracmr shall det. ne actual toutn iav o.ns baeed or final Z J <br /> -�L IIF` g e grades and ale cor ditions Boltun of Foofngs shall be set- R Z <br /> on cmnpetem,properly graded bearing soil below Frost-Depth. ' O <br /> q, Anchor Bolls for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of tl506,u.o.n. I— <br /> 5. See 101908 for Simpson to USP hardware CMOeraiah labs= Ip U <br /> pl <br /> E;r crJCitu GARAGE C;L a::-r: 3-CAR GARAGE OPTION-ELEV.'C' �� <br /> LEGEND <br /> XX DETAIL CALL-OUT <br /> SX.X <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11805 <br /> SLAB-ON-GRADE PER PLAN NOTE 1 k <br /> 2 <br /> doFOUNDATION WALL <br /> H <br /> I RAISED FOUNDATION WALL <br /> W <br /> BEARING OR SHEAR WALL ABOVE 1 m <br /> Q' <br /> CRAWL SPACE POST BELOW a I <br /> X% FOOTING CALL-OUT SEE 51507 U, <br /> STEP STEP TOP OF STEM WALL J <br /> 5102.1C(M) <br />