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cW7 r s O <br /> p d xl <br /> Fill a L <br /> u J 2 <br /> U2 c win <br /> lL2 i >a <br /> a w <br /> xx <br /> I- <br /> iJ p <br /> mm <br /> V <br /> t^ <br /> h <br /> W` <br /> T. <br /> 66 <br /> `V <br /> Y1y''OO"" <br /> �1 F— <br /> oo LL <br /> I I I W <br /> a ( <br /> I W <br /> I-7 T�f—ll <br /> jj <br /> --- <br /> z <br /> I II I I I I I <br /> z <br /> "off I sA W w <br /> 2 w <br /> �_I_, <br /> II � o I I <br /> ALL F- R a ALL FRAMING OR HARDWARE — "__.._._......."..__. <br /> TT NO-f::I NOT SHOWN OR SPECIFIED <br /> TO R f IA TO REMAIN UNCHANGED <br /> r- I w <br /> I I � <br /> I I z j <br /> O LU <br /> I FOUNDATION PLAN NOTES. LL <br /> 3 1. a n shall be ti k b hall be poured aver Free Draining Granular AI per otechn Rep A chitectuFal �. Q <br /> D <br /> Sp7 30 Drawiwi ngss for for Slab Elevation, <br /> Depression,' and Slope requirements. <br /> 2 Con slruclionlControl Joint Stabs plional but recommended to control cracking,When used,slab are b hw lmets shall <br /> ._."-__--..- - - be approximately agwre end 400-V or less Q V <br /> __ J <br /> i - ——————— ——— L———— 3. The Co ltraclor Shall determine actual footing elevations based on final grades ands to coedi ohs Bottom of Fool ngs shall be set Z <br /> I_1 S�-- —- N petent,pro graded bearing 'I below Frost Depth. Z L.l� <br /> --.__ on com Pery gra g so P O <br /> 4. Anchor Bolls for Ezteror Stud Walls shall be n accordance with P1 6 of the Shaar Wall Schedule of 11SOS <br /> S. Sae 101SO6 for Simpson to USP hardware conversion table. O U <br /> 1 OYi' d'-3" 10Yp" 1, 0 <br /> LEGEND - LL 0� <br /> EXTENDED QARPGE OPTION-ELE 3-CAR GARAGE OPTION-ELEV.'B' <br /> � DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br /> SLAB-ON-GRADE PER PLAN NOTE 1 <br /> to <br /> FOUNDATION WALL N <br /> C <br /> I RAISED FOUNDATION WALL <br /> BEARING OR SHEAR WALL ABOVE <br /> p <br /> CRAWL SPACE POST BELOW <br /> XX FOOTING CALL-OUT SEE 51S07 W <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 S 16 S02.1 B(M) <br /> 1/4•=1'-0' <br />