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FOUNDATION PLAN NOTES: <br /> a on- ra a shall be 4 thia.Slab shall be poured over Free Wi nn-91 anular Fill per GeoteGini<al R pon $ae A h leciural <br /> Drawings for Slab Elevation,Depression,end Slope requnemenls. V <br /> 2. ConslructionlContwi Joint in Slabs ate optional but recommanded to control trading.When used,slab..as be.—gels shall W <br /> be approximately square and 400af or less. <br /> 3. The Contractor shall determine actual(Doling elevations basso on final grades and site contlnions.Bot[om of Footings shall be set <br /> on competent,property graded beanng ,it below Frost Depth. 'J - <br /> UG a s <br /> 4. Anchor Bolts for Exterior Stud Walls shall be in ac—dance win,P,-6 of the Shear Well Schedula of 11,06, <br /> 5. See 10/SO6 for Simpson to USP hardware conversion table. Q — <br /> LEGEND m <br /> 2a," XX '- <br /> ��A9 SX.X DETAIL CALL-OUT <br /> SLAB-ON-GRADE <br /> STOOP N�' �24 P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1IS06 tnu <br /> SLAB-ON-GRADE PER PLAN NOTE 1 <br /> STU I <br /> BOUT z T <br /> o' III REBAR 18" N mo, FOUNDATION WALL <br /> TI w <br /> ———J <br /> I <br /> -• a — _ (3 PLACES)}-cil tr P1-6 EN04 <br /> RAISED FOUNDATION WALL T <br /> 3 iu, <br /> L —_—-----——— � BEARING OR SHEAR WALL ABOVE <br /> ——————— <br /> I f <br /> ' CRAWL SPACE POST BELOW ,1 <br /> 1-4 <br /> TYP I a' XX FOOTING CALL-OUT SEE SIS07 ti� t, tcz <br /> T YP I I STEP STEP TOP OF STEM WALLer <br /> o G <br /> I e W <br /> L J L JI <br /> i <br /> I I <br /> F- <br /> 00 w <br /> L.L J <br /> n = w <br /> I U` <br /> Q' <br /> Q <br /> Z <br /> I I I IJ O <br /> w <br /> Lu <br /> w <br /> Iis I F-- Q <br /> I I 1B to I I <br /> r6D!/ PE ()PLAN_t I 2I0"® 6'-5Yz L J <br /> IL! <br /> z w <br /> ALL FRAMING OR HARDWARE O > <br /> NOT SHOWN OR SPECIFIED w <br /> TO REMAIN UNCHANGED L.L <br /> I HD HD Z O <br /> I � STUB OUT 24"MIN RAISED < <FT- <br /> EBAR,8" STEM WALL RETURN <br /> T JTEIdITEPI � - �ySTEP -��O^\� ST P - fLR <br /> PLACES) STEP__ --_ — — z'k <br /> /111_1 <br /> I.7 e -- O ,�.�; , STUB OUT REBAR :�R ✓ d1W(3 PLACES) ILL <br /> (n <br /> i -" I. I ATTACH 2x PORCH <br /> o-r -- — <br /> ' I WALLS DIRECTLY � <br /> j 2.PORCH- 1 L——— —____— TO PORCH SLAB <br /> )IRECTLY S07 SLAB-ON-GRADE _----- _ PER 12/S07 <br /> 2CH SLAB PORCH = <br /> ER 12/SO7 — — — — — <br /> REFER TO ARCH'L <br /> SECTION D38/4 FOR SLAB-ON-GRADE <br /> FIR NT PORCH S07 PORCH �Q <br /> FOUNDATION <br /> CONSTRUCTION REFER TO ARCH'L m <br /> SECTION 038/4 FOR od <br /> ---- --- --- i:- 6'-g" 2'-6Yz" FRONTPORCH r <br /> LFOUNDATION <br /> -4Yi' 1'_11„ 1'-3" 10'-5Yz" CONSTRUCTION a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' a c <br /> c <br /> 0c <br /> 1I4"=1'-0" 0 , 2 4 8 16 <br /> S02A(M) <br />