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0 <br /> FOUNDATION PLAN NOTES: w <br /> 1. Slebbn-re a shall be 4'thick.Slab shall be poured over Free Draining Gran.ar it par Geese,mi I Report.Sae Amthasgh ral H <br /> Drawings for Slab Elevation,Depression,and Slope requirements. u <br /> 2. CgnsVuclionlControl Joint in Slabs are optional but recommended to control cracking.When used,slab areas between joists shall W ' <br /> be approximately square and 400-sf or less. 0 i L <br /> 3. The Contractor shall determine actual footing elevations based on final grades and site conditions.Bottom of Footings shall be set �J c <br /> on competent,properly graded bearing soil below Frost Depth, U< 5 S <br /> C 'c wit 4. Anch or Bolts for EM cc edar Stud Walls shall be in aordance h P1E j of the Shear Well Schedule of tl506,u.o.n. U'y W S <br /> _ x <br /> U <br /> 5. See t0/SO6 for Simpson to USP hardware conversion table.B„ a =w <br /> ----- ---'.r.,, -. 17.-0" LEGEND mm <br /> 9� T <br /> DETAIL CALL-.VT <br /> SLAB-ON-GRADE 'p� <br /> LP STOOP Yp 24 rvi x ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 [/] <br /> SLAB-ON-GRADE PER PLAN NOTE I <br /> 1 STUUT u <br /> REBARBO 18" FOUNDATION WALL <br /> 3 PLACES) <br /> 1-6 RAISED FOUNOAI'IUN WALL <br /> - _ 1 C� <br /> 0 BEARING OR SHEAR WALL ABOVE - <br /> I I I <br /> I S A CRWL PACE POST BELOW <br /> T.I'slr <br /> / Of ASNr,: <br /> FOOTING CALL-OUT SEE 5/307 <br /> TYP I STEP STEP TOP OF STEM WALL <br /> v O O O I 6 <br /> e6�T O tt <br /> � <br /> 1 <br /> 1 44- <br /> I i I I <br /> �1 L~L <br /> W <br /> W <br /> (� <br /> I r <br /> _J <br /> v a I L <br /> -- _ <br /> - -iP1 r, I 1 Ia O Z <br /> 6'1Yz ' J > <br /> = T I I W <br /> J <br /> : / I W <br /> I 1 I I I - <br /> 1, <br /> I PER PLAN N0 E <br /> LU <br /> I <br /> ALL FRAMING OR HARDWARE > <br /> I NOT SHOWN OR SPECIFIED O LLJ <br /> I TO REMAIN UNCHANGED _ <br /> LL <br /> HD HD I z <br /> Ln <br /> OUT 24"MIN RAISED Q �- <br /> 1 V` <br /> I ^^ ^,� ) STEM WALL RETURN ` <br /> O o pP 18" U <br /> STEP STEM -- STEP..I yAS^0 y�y STEPI -�P�.,\°j� STEP ES) STEP <br /> --- ----- ----- — e ---- L — z Z <br /> 4 O <br /> I _— ... — im <br /> -- — -- -----, r— -----r ST O f' <br /> d y0,9 O <br /> SOo� I STUB OUT REBAR n I S0j <br /> PER " 0 18"(3 PLACES) �., ;. ATTACH 2x PORCH Ln <br /> r. —— — — — WALLS DIRECTLY <br /> PORCH- L--T — ----4 TO PORCH SLAB <br /> TRECTLY g07 SLAB-ON-GRADE PER 12/S07 <br /> ro RCH SLAB <br /> ER 12/S07 <br /> REFER TO ARCH'L <br /> SECTION D38/4 FOR i SLAB-ON-GRADE <br /> FRONTPORCH S07 PORCH k <br /> FOUNDATION <br /> CONSTRUCTION REFER TO ARCH'L to <br /> to <br /> SECTION D38/4 FOR to <br /> FRONT PORCH — <br /> s'-s' FOUNDATION <br /> e 1'-3" 10'-6Yz' CONSTRUCTION w <br /> a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' o <br /> a <br /> 0 1 2 4 8 16 <br /> S02A(M) <br />