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O <br /> f <br /> �o <br /> W, iZ <br /> �m o z <br /> m <br /> OF € <br /> r = w3 <br /> 00 <br /> C <br /> °Sor Soso a ` <br /> - <br /> I <br /> T. <br /> I I I� of ASh� <br /> I <br /> I I I <br /> I I I <br /> I I I <br /> I co _ <br /> . tti! <br /> 2.-0,., I PIE _..--- 2,E„ 1.. <br /> i P1-6 1 , — <br /> -- --- -L 1� w <br /> --- - --- <br /> 7 <br /> L t <br /> O z <br /> ^ 0 <br /> ALL FRAMING OR HARDWARE / 1 i I W` - -. ALL FRAMING OR HARDWARE ' <br /> Ito <br /> NOT SHOWN OR SPECIFIED S� ! NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCHANGED = TO REMAIN UNCHANGED <br /> - <br /> I II <br /> i I -I•;� I <br /> I w <br /> I I I I I LL! <br /> O W <br /> 6 0"x2'-6"x12"THICK B ! 5-O'x2'E"x12"THICK - I FOUNDATION PLAN NOTES LL <br /> S07 I 1. Slab-on ra a shall be4 thick.Slab shall be poured over Free Draining Granular Fill per Geotechn cal Report.See Archlleclumi O <br /> FOOTING W/#4 @ 10"oc r— —— FOOTING W/#4 @ 10"oc �-—— J I Drawings for Slab Elevation Depression and Slope requirements. Z <br /> EA.WAY,BOTTOM \I : ——- ! EA.WAY,BOTTOM - <br /> q —�J ---— a w a2 ConstruchoNContml Joint in Slabs a optional b t recommended tocntrolcrack ng When used slab a eas betee o'stssrall <br /> be approimtelysquare and 4Ofor less <br /> _ <br /> z U <br /> 3. The Conhactor shall determine actual root ng elevarost Depth. <br /> on final gratles antl s to contl Gans.Bottom of Fooi ngs shzll be sel <br /> on compeiem properly graded hearing so I below Frost Depth O <br /> 1 — 1 <br /> 4. Anchor Bolts for Exterior Stud Walls shall ban accordance with Pi-6 of the Shear Wall Schedule of l/S06.u.o.m I-•- <br /> U <br /> 6. See 10/SO6 for Simpson to USP ham—re conversion table. Q <br /> L ! <br /> 3-CAR GARAGE OPTION-ELEV.'B' EXTENDED GARAGE OPTION-ELEV.'B' LEGEND <br /> SXX DETAIL CALL-OUT <br /> P1�-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF i/S06 <br /> SLAB-0N-GRADE PER PLAN NOTE 1 k <br /> u <br /> m <br /> LOJ FOUNDATION WALL do <br /> F <br /> RAISED FOUNDATION WALL <br /> W <br /> BEARING OR SHEAR WALL ABOVE d <br /> l <br /> I�g CRAWL SPACE POST BELOW <br /> co <br /> XX FOOTING.--.IT SEE 11M1 <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S02.1 B <br />