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C <br /> FOUNDATION PLAN NOTES: <br /> 1. lab-on-Grade shall be 4"thick.Slab s all be poured ova.Free Draining Granular ill per Geotecnnical Report.Sae Archite<Wral �_ <br /> Drawings for Slab Elevation,Depression,and Slope requirements. <br /> 2. COnsbuclionlConerol Jeinl m Slabs are optlonal but recommended to control cracking.When used.slab areas between joists shall W r Z <br /> be approximately square and 401or less. Q - =10 <br /> 3. The Contractor shall determine actual footing elevations based on final grades and site conditions.Bottom of Footings shall be se[ Q^ Z <br /> on competent,properly graded bearing sail below Frost Depth. U< < O I <br /> 4. Anchor Boltsfor Eerier Stud Walls shall be in accordance with P15 of the Shear Wall Schedule of 1/606,u.e.n, 11 s i <br /> U wS <br /> 5. Be,10IS06 for Simpson to USP hardware conversion table. <br /> - - -o° a =w <br /> ' 1T-0" LEGEND m <br /> _ m <br /> 9 <br /> 9 23 r <br /> DETAIL CALL-OUT <br /> SLAB-ON-GRADE N9N <br /> I: STOOP YS ,24 1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11S06 <br /> J 2 4" SLAB-ON-GRADE PER PLAN NOTE 1 <br /> z, a <br /> STUB OUT <br /> REBAR,B" - 10, FOUNDATION WALL <br /> _ L---J <br /> 13 PLACES) L1a <br /> N 0 RAISED FOUNUA f10N WALL 3 <br /> I 0 BEARING OR SHEAR WALL ABOVE <br /> ——— Vz <br /> I I <br /> Id CRAWL SPACE POST BELOW <br /> Tyrco �l <br /> X% FOOTING CALL-OUT SEE 5/SO7 ' 4•�' 4 a 4 <br /> I I ° <br /> I STEP STEP TOP OF STEM WALL <br /> I I <br /> I ® IGNa�Yl <br /> L12. <br /> JI <br /> I <br /> LL <br /> I I I <br /> F— <br /> W <br /> 2 W <br /> I I 0----- ;D a'a^ f I r z-I i < <br /> � I I <br /> I I I I 7 I <br /> I' I <br /> s' n Q <br /> ui- -6Y,' I I I > <br /> LL! <br /> I = J <br /> I I I <br /> V - I II <br /> I I, I 16 IS I I <br /> I I II ® I I <br /> i <br /> I 2'-0"i ,SYz 0" <br /> I I 2=I I <br /> I W <br /> I I ALL FRAMING OR HARDWARE Z II.I <br /> - - NOT SHOWN OR SPECIFIED LIJ <br /> > <br /> " m TO REMAIN UNCHANGED O LL <br /> 0 <br /> IHD HD z 0 <br /> I ^ ^ I ) STUB OUT 24"MIN RAISED <br /> 0 0 ( STEM WALL RETURN <br /> REBAR,B" 1 <br /> STEM - --STEP ;. L 5,��-- �y STEP I 5.�� \`��T STEP L (3 PLACES) STEP I J <br /> 7 <br /> U <br /> te <br /> ?�oA STUB OUT REBAR <br /> m <br /> 16"(3 PLACES) I o (n <br /> ATTACH 2%PORCH co <br /> ' , ''' I WALLS DIRECTLY � I <br /> 2x PORC , t-——_ —— ——-I TO PORCH SLAB <br /> DIRECTLY S07 SLAB-ON-GRADE �, PER 12/S07 <br /> 2CH SLAB — <br /> ER 121S07 — 107 <br /> REFERTOARCH'L <br /> SECTION D3814 FOR FRONT PORCH PORCH <br /> FOUNDATION <br /> CONSTRUCTION <br /> REFER TO ARCH'L m <br /> SECTION 038/4 FOR y <br /> FRONT PORCH <br /> 2'-SYz' FOUNDATION <br /> V-3" 10'-SYz' CONSTRUCTION n <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' w o <br /> 0 <br /> w <br /> K _ <br /> I <br /> I <br /> 0 1 2 4 8 16 <br /> S02A(M) <br />