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................................. <br /> G <br /> O <br /> W <br /> �C <br /> W N O <br /> U <br /> W� _ <br /> a =w <br /> L'c <br /> min <br /> s <br /> a� <br /> v _ <br /> W - <br /> is <br /> - <br /> '7 <br /> all <br /> CO <br /> a a LLI <br /> I Ul <br /> _t} <br /> P'I-s__ Q <br /> - I --- J <br /> LU <br /> Uj <br /> I <br /> LLJ <br /> I I CO <br /> - - I � a <br /> A-LL-FRAMING OR HARD-Y ARE I - - <br /> NOT SHUWN OR SPECIFIED I - ALL FRAMING OR HARDWARE <br /> TO REMAIN OR SPE I IE NOT SHOWN OR SPECIFIED <br /> _I_ __I TO REMAIN UNCHANGED <br /> I I <br /> I I LU <br /> z W <br /> 3' 1.FOUNDATION Slabon-Gmtleshal bee 4OthiES Slab shall li poured over Free Drading Granular Flll per Geotecnnical Report.Sae/vrhiteclurel O O <br /> LU <br /> - SDT Draw,gs for Slab Elevation,D p n,and Slope ra is z <br /> —J 2 Co structon/Control Joint' Stabs are o ` /r L- <br /> - __ r p onal but recommended to control cracking When used slab areas between to sls shall < _ <br /> - be aPti n ately square and 400-s(or less <br /> —y o 3 The Contractor shall beterm 1e actual footn elevations based on final <br /> z J U <br /> y grades and site conditions.Bottom of Fwtngs shall be sat <br /> an wmpetem properly graded bear ng soil below Frost D¢pN � O <br /> DJ —— 4. Anchor Bolts for FA v or Stud Walls shall ha in aa.ondance with P1-6 of the Shear Wall Schedule of 1/806,ii o.n. <br /> 5'-0" 5. See 10/S'O6 for Simpson to USP hardware conveys on table. O U <br /> 0 <br /> LEGEND U) <br /> �)-CAR GARAGE OPTION-c_ EXTENDED GARAGE OPTION-ELEV.'B' xx <br /> SX.X DETAIL CALL-OUT <br /> FP­1-X_] ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 <br /> Q <br /> SLAB-ON-GRADE PER PLAN NOTE 1 I- <br /> LoL FOUNDATION WALL co <br /> co <br /> RAISED FOUNDATION WALL `c <br /> K <br /> W <br /> BEARING OR SHEAR WALL ABOVEri <br /> d <br /> / F v <br /> I•L-L,/ CRAWL SPACE POST BELOW <br /> XX FOOTING CALL-OUT SEE 5/S07 W o <br /> [c <br /> STEP STEP TOP OF STEM WALL <br /> o 1 2 4 8 16 '302.1 B <br />