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w <br /> a <br /> U_G 3 `n <br /> IL = w <br /> U <br /> a <br /> OF <br /> o�. <br /> ,m <br /> vl <br /> 7 <br /> T. <br /> / S `F NShi,Y.W <br /> z <br /> - 1 <br /> 1-6 <br /> co c� <br /> --- -- <br /> - LLI <br /> Q <br /> j Al <br /> ., 5^.,� I I z O` <br /> I I I <br /> I I I O Z <br /> FALL FRAMING OR H'P6V'VARE <br /> NOT SHOWN OR PEt,IFiEO ALL FRAMING OR HARDWARE S07 ~ <br /> TO REMAIN J CHANGED ALL <br /> SHOWN OR SPECIFIED _ 7 III <br /> REMAIN UNCHANGED L <br /> II - 111 J <br /> I I J p <br /> I I - <br /> i <br /> I I ~ <br /> UJI <br /> ,z W <br /> o LLuu <br /> 1. S LL <br /> 0 <br /> F- <br /> FOUNDATIONa PLAN <br /> beNOTES <br /> ek Slab shell be pouretl over Free Dra nug Granular FIII per Geotecnnical Rxport See Architectural <br /> _ Draw ngs for Slab Elevat on Depression,arW Slope requ reme ns } <br /> Z. � r 4 2 ConsiruU oniControl Joint In Slabs are opironal but recammentletl to control crating.When used,slab areas between j—fs shall <br /> iv ——-— - be approximately square and 400 sf or Tess. U <br /> PI-6 3 The Caniractor shall tleter»na actual fool ng elevations basatl on final grades and s to conditions.Bottom of Footings shall be set Z z <br /> on wmpetent properly graded bearing swl below Frost Depth. <br /> 4. Anchor Bolts for Exterior Stud Walls shall be in accordance wish P1-6 of the Shear Wall Schedwe of 1tSG6,u.o.n. <br /> 5. See 10/SW for Simpson to USP hardware conveys on table. �� U <br /> I\GARAGE OFl Ivi' _-cL�� '- EXTENDED GARAGE OPTION-ELEV.'D' ILL � <br /> - - -- - LEGEND <br /> SX.X DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11506 <br /> SLAB-ON-GRADE PER PLAN NOTE 1 <br /> LOJ FOUNDATION WALL y <br /> H <br /> RAISED FOUNDATION WALL - <br /> W <br /> � BEARING OR SHEAR WALL ABOVE d <br /> r N <br /> CRAWL SPACE POST BELOW <br /> XX FOOTING CALL-OUT SEE E/S07 W o <br /> K <br /> STEP STEP TOP OF STEM WALL <br />