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FOUNDATION PLAN NOTES: <br /> 1. ab-o Gmde shall be 4"thick.Slab shall be poured aver Free Draining Granular Fill per Geotechnical Report.See Architectural f-`v <br /> Drawings for Slab Elevation.Depression,and Slope requirements. 7 J <br /> 2. ConstrucdoNConth I Joint in Slabs are optional but recommended to control cracking.When used,slab areas between joists Shall LU <br /> be approximately square and 400-sf or lass. <br /> 3. The Contractor shall determine actual footing elevations based on final grades and site conditions.Bottom of Footings shall be set a^N u Z <br /> on competent,properly graded bearing sail below Frost Depth. of u a_ <br /> 4. Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of VS06,u.o.n. <br /> s w <br /> u <br /> 8. See 10/S06 for Simpson to USP hardware conveys on table. Gu <br /> H r <br /> 13'-0" _..-._.._._.__ 1T-0" LEGEND m O <br /> m <br /> S .X DETAIL CALL-0UT <br /> SLAB-ON-GRADE <br /> P1 6 --r STOOP `�YS 24 ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 rn <br /> —— —— --_-- -- L ,—I 2 ' SLAB-0N-GRADE PER PLAN NOTE 1 <br /> STUB OUT JJJ z38 <br /> i <br /> REBAR 18" - L_ FOUNDATION WALL ^ <br /> � h _ <br /> ` - (3 PLACES) <br /> ' 18 --------- Pi-6— 0 RIBBED FOUNDATION WALL Zp�t <br /> Bpj�' <br /> — —— <br /> ___ -- I BEARING OR SHEAR WALL ABOVE Z <br /> 0-1 <br /> I I I <br /> I <br /> CRAWL SPACE POST BELOW T. <br /> n <br /> TrP <br /> Ico O FOOTING CALL-01JT SEE 5/S07 ;vF.p4.Asa rM1� <br /> TYP <br /> 19 G iB 18 18 I STEP STEP TOP OF STEM WALL <br /> 1 fi Y <br /> 1 3as66 <br /> aO <br /> L01 Id j� �J 6$' L J I L J `I.1Lr. <br /> : I <br /> _ W <br /> � J <br /> W <br /> j CLJ <br /> �I I <br /> 71 <br /> PI- <br /> O z <br /> -- - 6 <br /> J <br /> 13'0 _ - —6'-6yz - I m N <br /> — I W <br /> I I I I I » I 1 I I J <br /> W <br /> I II I I I I I I <br /> I _ I I is 1e I <br /> 1 <br /> SO PER AN NO <br /> I I ® I I m <br /> (ELEPL V VARIt� 1 2:0" 6'-6%" L 2 0' <br /> I W <br /> Of <br /> ALL FRAMING OR HARDWARE O W <br /> NOT SHOWN OR SPECIFIED W <br /> TO REMAIN UNCHANGED <br /> Irp � <br /> IHD HD Z O <br /> 24"MIN RAISED I-- <br /> STUB OUT : 1 <br /> I LC: 8" sO�o ZO yo I 01N5� RE <br /> 18' STEM WALL RETURN Q U <br /> STEPSTEM -- STEP �,^ 5� STEP qP,��\ STEP (3 PLACES) STEP Z <br /> ---- -- <br /> L _ — J I L— ------- I <br /> --- <br /> O U <br /> m,�Zyo L STUB OUT REBAR - 0 <br /> PER 5�o 18'(3 PLACES) 0 fn <br /> (�S,S„) _ — — — l ATTACH DI PORCH <br /> _ WALLS DIRECTLY � <br /> :aTTA., .z PORC 1 SLAB-ON-GRADE - i'——— ———— —J TOP PERH12/OB7 <br /> WALL,uIRECTLY 07 I _. <br /> TO P:.:4CH SLAB — <br /> dR12/S07 (_----- <br /> REFER TO ARCH'L <br /> SECTION D3814 FOR 1 SLAB-ON-GRADE <br /> FRONTPORCH S07 PORGH <br /> FOUNDATION t <br /> CONSTRUCTION g <br /> REFER TO ARCH'L m <br /> SECTION D3814 FOR <br /> 1. <br /> FOUNDATION <br /> 12'-4)/2.. 1,-3,. 10'-5yz" <br /> CONSTRUCTION w <br /> a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' a N <br /> o � <br /> 0 <br /> w <br /> 114"=1'-0" 0 1 2 4 8 16 <br /> S02B(M) <br />