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w� <br /> ` <br /> �s <br /> W <br /> o. a SI <br /> tr'`I E uu z <br /> � W> <br /> uu <br /> U J 1 <br /> a' wUt <br /> �O <br /> m <br /> m <br /> r. <br /> w€4 <br /> W x'm <br /> W <br /> Sfifi6 /y <br /> L—CEa <br /> 00 C� <br /> I LL <br /> I w <br /> --- J -- _ <br /> —_ <br /> � I I <br /> it _o I I <br /> ti - <br /> � Q <br /> W <br /> I I � W <br /> I 1 J <br /> 507 LLI <br /> I- a <br /> I I - <br /> IN Fir, <br /> ALL FRAMING OR HARDWARE <br /> Tt I-L , NOT SHOWN OR SPECIFIED a <br /> TO REMAIN UNCHANGED <br /> I I <br /> I Ll l <br /> Z LLJ <br /> > <br /> w <br /> FOUNDATION PLAN NOTES. LL <br /> 1. 1 b - re h b 4 Mwk-Slab be poured ov ea Dra li nq(.ianular IFO per Geotechnr.I Report See Archi sUwel <br /> SC D gs forSlab EI t Depress on,and Slope requirements. } <br /> 2. C st -lion Control lomt m Slabs are optional but recammentle0 to cullud cracking.When used slab areas between joists shell `/1 <br /> _ ppr and 400 sf or less. Q \ U <br /> I be a px n,ately square determine <br /> 3. The Contractor shall J <br /> -- J - ine g Nevat on final based fi on nal grades and site cddions.Bottom of Footings shall be set Z <br /> c actual footing LL <br /> on co epalent properly graded bearing III below Frost Depth. O <br /> i ——————— 4 Anchor Bolts for Extenor Stud Walls shall be in accordance w th P1-6 of the Shear Wad Schedule of 11806,u o.n. <br /> - - -g 5'-0" 5. See 1WS06 for Simpson to USP hardware conversion table. 1,O U <br /> LL U <br /> LEGEND <br /> 'c v` EXTENDED GARAGE OPTION-ELEV.'A' -� <br /> S X DETAII CALL-OUT <br /> 7[ - ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/806 <br /> SLAB-ON-GRADE PER PLAN NOTE 1 k <br /> g <br /> L�J FOUNDATION WALL <br /> h <br /> r <br /> RAISED FOUNDATION WALL � <br /> —� BEARING OR SHEAR WALL ABOVE d <br /> w DN CRAWL SPACE POST BELOW 0 <br /> XX FOOTING CALL-OUT SEE 5/S07 W o <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S02.1 A <br /> II <br />