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W <br /> a s <br /> 30'-0" <br /> a 11w <br /> 1T-0" 13'-0" 1 F <br /> S M <br /> 2%" a� <br /> Q SLABANARADE <br /> z4 Q STOOP P1_6 <br /> - <br /> STUB OUT <br /> REBAR IB' - [L� <br /> (3 PLACES) <br /> IS Z ' <br /> —— ——— ———— —— <br /> --- ---————— L®J L1 J1 z <br /> I I ——— — <br /> T. <br /> TYP <br /> I 1 TYP � ) <br /> IL J L J L J L JI <br /> ~ <br /> I CX) (D <br /> I I LL <br /> ULJ <br /> 2-0`12'- �4j 1,1 -1 I o <br /> ® r®T I Q <br /> L—J L L—J — — ry 1 I I to �i <br /> a 2a a ---- --- —J 17 <br /> Z <br /> O z <br /> al = ----- P16 —__-- <br /> I <br /> w <br /> I I 7e . 1a I I I I <br /> r—� r—r _ <br /> - -� SLAB-ON-GRADE I 2 <br /> L J L®J PER PLAN NOTE 1 <br /> I _2'-06'-SY" 2'0" (ELEV VARIES) o <br /> I I I I I I I <br /> ^ I W <br /> ALL FRAMING'OR HARDb I I I z W <br /> LNOT SHOWN OR SPECIFIED I I I O l>l) <br /> TO REMAIN UNCHANGEL <br /> FOUNDATION PLAN NOTES. LL- <br /> -- 1. Slab on Grade shall be 4 thick.Slab shall be poured over Free Draining Granular Fill per Geot-hr-nool Report.See A,<hifeClural O j <br /> 6'-3" HD S- HD I Draw ngs for Slab El—n.e Depression a Id Slope requr menls. Q Z } <br /> ST MIN RAISED - li 'TUB Ol I I-- <br /> STEM WALL RETURN SBAR �N� >N� I I -. Conslruchor�Control Join—n Slabs are optional but reco n ne detl,o conVel cracking.When usetl slab areas Uetvrcen joists shall <br /> STEP (3EPLACE _ �fa �so�'s i LTEP o_,�9---o-'Ov J STEP-------- ------ STEM _STEP 3 TheoCoP`not`��hapu determine <br /> e r d eb—I f tl eelle Fros,Dep n°n final grades and site mndit ons.0onom o1 Foon,gs shall be sel ry L <br /> -.. -- -.- _ om s o e ra a , L.L. <br /> - -._"__ -- -- - 4. Anch - o.n. O <br /> ——i t——— —— — — ——— —————— J or Bolls For Exterior Sfutl Walls shall ue n accordance wN,P l-G of the Shear Wall Schedule of liSOd.u. <br /> -- N ----- ^ O H i <br /> 5. See 10/SOG for Simpson to USP hardware r.onversion table. <br /> STUB OUT REBAR 1 O <br /> I I 18"(3 PLACES) - - d'o v 9~ PER L.L <br /> ATTACH 2x PORCH�� I I 13/S07� LEGEND <br /> WALLS DIRECTLY — — — -- - � <br /> TO PORCH SLAB _' _ , ATTACH 2x PORCH 7 <br /> PER 12/S07 -- -./_ — I SLAB-ON-GRADE XX <br /> S07 WALLS DIRECTLY DETAIL CALL-OUT <br /> TO PORCH SLAB SXX <br /> PER 121S07 <br /> / �_ REFER TO ARCH'L © ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SUG T <br /> SLAB-ON-GRADE _ SECTION D38/4 FOR <br /> PORCH IF FRONT PORCH k <br /> - -"J / FOUNDATION SLOB-ON-GRADE PER PLAN NOTE 1 <br /> REFER TO ARCH / CONSTRUCTION <br /> SECTION 038M FOR r m= <br /> L -I� FOUNDATION WALL N <br /> FRONT PORCH -- F- <br /> FOUNDATION 2'-6y2' 6'-9" i6'-3" RAISED FOUNDATION WALL <br /> CONSTRUCTION """"- f' ''� -_-' 1'-3" 1'-11" 2'-4y2' W <br /> 30'-0" I BEARING OR SHEAR WALL ABOVE tl <br /> EXTENDED FRONT PORCH G'il0i` LLEy.'B' w o <br /> CRAWL SPACE POST BELOW <br /> (X11 FOOTING CALL-OUT SEE 51S07 w <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 10 S 0 2 B <br />