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n <br /> N <br /> Ill <br /> E = <br /> - Q S <br /> u <br /> a <br /> SLAB- LL <br /> ON-GRADE <br /> STOOP <br /> r— - --\ -----i <br /> 'rLS OUT <br /> ERAP.16' iiyKK <br /> PLACES; I L W <br /> k W <br /> I I j I I 7 <br /> _ I i I I IU C7 <br /> I II s U w <br /> so7 - I I <br /> TYP TYF <br /> soon <br /> I v <br /> Iser,�� <br /> c <br /> I II m I I lt� I I <br /> 1 ..- <br /> I <br /> N <br /> I <br /> rf� CO LL <br /> W <br /> LL <br /> W <br /> m <br /> _-3-OYFL 2J 0 Q <br /> <( <br /> 8 ?� Z <br /> 0 <br /> I •�� JI O <br /> Q <br /> ry r/1 <br /> I I ill VJ <br /> ---- r-a• I o > <br /> yr � I W <br /> ® I W <br /> L 4 <br /> J <br /> � '-2y` ?„ <br /> I b II o <br /> CR ILAN NOFE i I 118 <br /> __.._ _ i IL 2 0 <br /> I <br /> 1 ALL FRAMING OR HARDWARE <br /> NOO REMAIN OR SPECIFIED W <br /> UNCHANGED T <br /> Z <br /> p w <br /> I I I r - l FOUNDATION PLAN NOTES. ILL. <br /> 0 <br /> II 1 Slab-on-Grade she I ba 4'thick.Slab sshalTbe poured over Free Ora n ng GranuWr F II per Geolechn cal RepoR�See A d iC total �. O <br /> ;fp I Orawnys for Slab Eleva[on Depresbion antl Slope requirements. ` <br /> -STUB OUT STEP 24�'IVIIN STUB OUT I Fr_ <br /> RAISED STEM <br /> \ 2 C itipp-i—Control.nt t Slabs are o tonal but recommended to conUol cracking.When used stab areas II <br /> (3b L- STEP .u REBAR 18" REBAR 18" P g la a a between joists she <br /> STFm � WALL RETURN 1>a appr x malely sq re and a00-st or less. <br /> (3 PLACES) J _———J L —_— (3 PLACES)—J ua <br /> _.- <br /> -- gyp p 3 s all tlaterm fo s t f i and s to rood bons Bollorn of Fo set <br /> -- on compste tut h graded <br /> bearing 01 elevations ba etl o lal grades - of ngs shall be z Z <br /> ——_ nl properly gratletl soil below Frost Depth O <br /> 71/5.p�4 H I I 4 Anchor Bolts for Exteror Stud Walls shall ban accordance w th P1 6 O the Sheer Wall Schedule of IISO6.u.o n. I— <br /> < gY•, <br /> TEP I I STEP I F- <br /> Pt^ <br /> O PER P1-. �j'SQ L I- 5. See 101SO6 far Simpson to USP hartlware converswn table. O <br /> j13/S07 `Q STLr —, ST P t`, I I I `�`, <br /> H 4 0 j SLAB-ON-GRADE LEGEND <br /> --* ---- <br /> --- — PORCH I L_ <br /> SLA 8(aN GRADS 1 REFER TO ARCH•L SECTION <br /> — ———— DETAIL CALL-0UT <br /> PORCH D38/4 FOR FRONT PORCH ATTACH 2x PORCH WALLS S .X <br /> FOUNDATION CONSTRUCTION DIRECTLY TO PORCH SLAB 1 <br /> PER 12/S07 S07 Pi-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 <br /> ID <br /> REFER TO ARCH'L SECTION <br /> D38/4 FOR FRONT PORCH <br /> FOUNDATION CONSTRUCTION 10'-8Yz" SLA&ON-GRADE PER PLAN NOTE 1 r <br /> g <br /> 4.. FOUNDATION WALL m <br /> EXTENDED FRONT PORCH OPTION-ELEV.'C' LJ <br /> ( I RAISED FOUNDATION WALL <br /> W <br /> (� BEARING OR SHEAR WALL ABOVE <br /> CRAWL SPACE POST BELOW <br /> Xk FOOTING CALL-OUT SEE S/S07 W <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 18 <br /> 4i02C(M) <br /> va"=r o• <br />