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W U, <br /> Ur = S G <br /> LL w <br /> D =J <br /> T. <br /> W� <br /> S <br /> L` <br /> r� <br /> 11r <br /> 3� <br /> I <br /> t <br /> /yam <br /> LL <br /> r W <br /> is I <br /> i 1 - z'-o I _P,-6__ <br /> - + <br /> _ _ <br /> of <br /> - J 0 <br /> W <br /> W <br /> a I i I I Z W <br /> I I I ~ m <br /> ALL FRAMING R HARDWARE l - ALL FRAMING OR HARDWARE is <br /> NOT SHOWN-h SPECIFIED NOT SHOWN OR SPECIFIED <br /> TO REMAIN ANG UNCHED <br /> ——_ J TO REMAIN UNCHANGED <br /> I I <br /> I W <br /> LIJ <br /> z > <br /> FOUNDATION PLAN NOTES: LL' <br /> 3 I 1. S on-Grade shall be 4'Ihrk,Slab shall be poured o,ar Free wining(ranular Fill Par Geot—,inal Report.See Archilaclural �. O <br /> Drawngs for Slab Elevation,Depress on and Sbpe regi rements <br /> J 2 Construct IControl Joint-n Slabs are optional but recommended to control cracking.When used,slab areas between joists shall a t: <br /> -_ r be approx mately square and 400-sf or less Q <br /> z J <br /> o 3 The Contractor shall determine tadal—ring <br /> footing elevations based on final grades and site condbons.Bottom of Footings shall be set Z <br /> on wmPeien[properly graded beai ng salt below Frost Depth 1.1. O <br /> 4. Anchor But.for E#a—Stud Walls shall be In accordance wid,P1-6 of the Shear Wall Schedule of 11SO6,u.o.n. <br /> 6. See 101S06 far Simpson to USP hardware conversion table. O Q <br /> LL <br /> LEGEND <br /> 3-CAR GARAGE OPTION-ELEV.'6, EXTENDED GARAGE OPTION-ELEV.'B' <br /> xx <br /> SXX DETAIL CALL-OUT <br /> Pi- ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF IIS06 <br /> J <br /> StAB-0N-GRADE PER PLAN NOTE ito <br /> k <br /> to <br /> L J FOUNDATION WALL =I <br /> to <br /> H <br /> 0 RAISED FOUNDATION WALL <br /> w <br /> F_ BEARING OR SHEAR WALL ABOVE a <br /> f N <br /> ...PAGE POST BELOW <br /> XX FOOTING GALL-0UT SEE 5/507 c <br /> fl' <br /> STEP STEP TOP OF STEM WALL 0 1 2 4 8 16 S02.1 <br /> \('��1 V 02.1 B <br />