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O <br /> W� <br /> Uf?� <br /> W T <br /> QC' <br /> � =I <br /> but F � L <br /> W— <br /> U� ` s <br /> LL= x w> <br /> a ww <br /> x= <br /> to <br /> m <br /> 5; <br /> n <br /> a.5 <br /> lyT I_ <br /> c <br /> c 1� <br /> t-Nil.b'� <br /> I �,✓ I 2 <br /> will <br /> co <br /> _ Lj— <br /> Q <br /> I O O <br /> v� o <br /> a Z o <br /> h� W <br /> W <br /> 2 —I <br /> W <br /> i I I m <br /> _ I I <br /> ALL FRAMING OR HARDWARE I W c -- <br /> - <br /> NOT SHOWN OR SPECIFIED iL ALL FRAMING OR HARDWARE I li a <br /> T REMAIN UNCHANGED NOT SHOWN OR SPECIFIED <br /> r TO REMAIN UNCHANGED <br /> LU <br /> LU <br /> it Z LU <br /> IM I I I O W <br /> i FOUNDATION PLAN NOTES. LL <br /> 3 ade shall ba 4'N'c Slab»>�•I be <br /> Dra ngs for Slab Ellion Dapraes on and Sapqueemontsred �a n ng Gfenulai III I h R po Sae Arch aclurel <br /> e re � z O <br /> w eva <br /> r 2 Co tshucton/Con..Joint'1 Slabs are o t I but recommended to control crack n When used,slat areas between pests shall <br /> r----- pona g _ <br /> approz palely square and 400 sf or lass. Q Q U <br /> �- - J ----- z �. <br /> The Contractor shall determine actual looting elw Fr ss Depth c foal grades and site conditions.Bolcom of Footings shall be sat Z <br /> r on wmpefenr property graded bearing sc I below Frost Depth O <br /> L 4. Anchor Bolls for Exterior Stud Walls shall be In accordance with P1-6 of the Shear Wall Schedule of 1/Sufi,u.p.n. <br /> 5. See 10/So6 rot Simpson to USP hand—is conversion table. U <br /> Q <br /> — <br /> LEGEND <br /> 3-CAR GARAGE OPTION E'L-Ev.'c' EXTENDED GARAGE OPTION-ELEV.'B' <br /> SX.X DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br /> kopSLAB-ON-GRADE PER PLAN NOTE 1 <br /> E <br /> --- <br /> L�J FOUNDATION WALL N <br /> H <br /> RAISED FOUNDATION WALL <br /> _ W <br /> L� BEARING OR SHEAR WALL ABOVE a <br /> w N <br /> CRAWL SPACE POST BELOW <br /> XX FOOTING CALL-OUT SEE 51807 �j o <br /> lY <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 <br /> 2 4 B 16 S02.1 B <br />