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0 <br /> FOUNDATION PLAN NOTES: <br /> 1, ab-im rode s all be 4 thick. lab shall lose poured over Free Draining Granular Fill par Geoto finical Report.See lvchitectural f= <br /> Drawings for Slab EIBvaGon.Depression,and Slope requirements. 5, <br /> 2. Con struchoNControi Joint in Slabs are optional but recommended to con Vol cracking.When used,slab areas between joists shell W P <br /> w Z <br /> be appreximalely square and 400-sf or less. Q a 2 <br /> 3. The Conlrador shall determine actual footing elevations based on trial grades and site conditions.Bottom of Footings shall be eel <br /> on competent,properly graded beating soil below Frost Depth, S <br /> 4. Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of 1/SO6.u.o.n. EL= i W <br /> D 5. See 10/SO6 for Simpson to LISP hardware con—ion table. <br /> N h <br /> LEGEND m m <br /> DETAIL CALL-OUT <br /> SLAB-ON-GRADE y 9 \'� <br /> L-. STOOP NO�� �24F!"EM ANCHOR BOLTS FOR SH EAR WALL ABOVE PER SCHEDULE O F I/S06 to F <br /> --— L J 2�^ SLAB-ON-GRADE PER PLAN NOTE 1 I y h <br /> ` r J 'Z' <br /> S l <br /> TUB OUT MuMp� <br /> —(--- ------- FOUNDATION WALL p <br /> r0, YtlYtlYtlYtlYtlYM1 <br /> REBAR 18" rn L <br /> (Iti�• 3 PLACES, PI-6 RAISED FOUNDATION WALL <br /> I BEARING OR SHEAR WALL ABOVE 11*14 <br /> V�+ .' <br /> J <br /> ----------------- <br /> _ I CRAWL SPACE POST BELOW <br /> r m O FOOTING CALL-OUT SEE 51507 r �� 1 i.•f z I <br /> J - 5 STEP STEP TOP OF STEM WALL - <br /> I.. <br /> .�.._ ....I t.: <br /> I <br /> JI Y�•• <br /> I <br /> j L I I <br /> f- <br /> - LL <br /> LU <br /> r � <br /> v hI L 76 za _J ie L I a <br /> (D <br /> --- --I:.l:" —6-6Y, j j J <br /> o I J <br /> UJ <br /> I I I I <br /> - <br /> elaB <br /> I I r 0 1 1 -- <br /> 2,_0s-szz o^ <br /> I L I I I I II h- <br /> W <br /> I LU <br /> ' I ALL FRAMING OR HARDWARE W <br /> NOT SHOWN OR SPECIFIED O W <br /> I ( TO REMAIN UNCHANGED _ <br /> UIL <br /> HD HD I 24"MIN RAISED < I <br /> STUB OUT <br /> 18" STEM WALL RETURN Q I V <br /> (EP STEM - - STEP I ���� ti�^� STEP I �O^�\`�G1 STEP PLACES) STEP J <br /> T c _ --- --- L ---- J e� --- L—�,REBAR <br /> ------- Z Z <br /> 4in <br /> M <br /> ti•AOyoA —�— —— STUB OUT REBAR m 0" 0 <br /> PER '. � \n dui 9� 18"(3 PLACES) o LL U)_ <br /> ._.._ 131SO- -.--- --- --- -- ATTACH 2x PORCH t <br /> WALLS DIRECTLY <br /> PORCH- <br /> — — _ TO PORCH SLAB —7 <br /> - 'IRECTLY S07 SLAB-ON-GRADE PER 12/S07 <br /> lr :CH SLAB PORCH — —— ——— <br /> iR 12/S07 — <br /> REFER TO ARCH'L <br /> SECTION D3814 FOR 1 SLAB-ON-GRADE <br /> FRONTPORCH S07 PORCH <br /> FOUNDATION k <br /> CONSTRUCTION REFER TO ARCH'L of <br /> SECTION D3814 FOR y <br /> FRONT PORCH <br /> -- '----- - 6'-g" 2'-5Y," FOUNDATION <br /> 2=4_ CONSTRUCTION a - <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' uL o <br /> a � <br /> c <br /> a <br /> U 1 2 4 8 16 <br /> 602B(M) <br />