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0 <br /> w <br /> to <br /> ,do <br /> LU s`n <br /> C. <br /> w <br /> iL 3 ,Y <br /> w5 <br /> D �J <br /> 30'0" IL T 2 <br /> IT-W 13'-1 , <br /> U'[t <br /> q, <br /> 2� SLAB-ON-GRADE <br /> 24 P STOOP <br /> r -- -- --------- <br /> a� <br /> z%" L ITJ r- ----- --------I I Zy ag_ <br /> STUB OUT i F4 4 <br /> REBAR 18.1 I ;� <br /> (3 PLACES) <br /> ——— — — —_ <br /> r " , <br /> ------ -- — ---- JL 1 L J LiJ1 <br /> - 2' 2'-0" I s <br /> I I A TYP I S07 <br /> - I Q S07 I TYP '' $ <br /> 18 1B 18 Q- 18 18 I <br /> L J L J L J <br /> 2•_0., 6•�., 6•-s" s'-sY4'. 8'_8" 2'-0" I <br /> I I <br /> I I I I F- <br /> - <br /> 100 (rJ <br /> I j U <br /> I I T LLJ <br /> �i�� Q <br /> Ia Q Z <br /> L i i_ J <br /> L—J L—J <br /> al I I ------ I O <br /> s'-sYd' t 3'-0 <br /> I m= P I W <br /> LLJ <br /> m <br /> I I 1e 1a I I - 1 I <br /> - <br /> __-._ SLAB-ON-GRADE 2 <br /> L J L®J 1 { PER PLAN NOTE <br /> 2'-0" 6'-6Y' 2-0 I (ELEV VARIES) <br /> f— <br /> I LLI <br /> { Cr <br /> LU <br /> ALL FRAMING UR HARDWARE _ I <br /> NOT SHOWN OR SPECIFIED - I O <br /> TO REMAIN UNCHANGED LL <br /> FOUNDATION PLAN NOTES <br /> HD HD 1 S ab-on-Grade she be 4 lh ck Slab shall be poured ov�D g Granular Fill per eotechn ca Report.Sae Arch lectural Q <br /> Draw ngs for Slab Elaval on Depression and Slope requl <br /> 3•�„ Q �f 24"MIN RAISED— I ;iTIJB OUT-- >N N I 2, Construction/Control Join-Slabs are optional but recomm ended to control cracking.Whe r used,slab areas between joists shall �l STEM WALL RETURN ST O `, �N O�y -,�Oy I• aml d 400-sf or lese. Q (� <br /> REBAR 1d I bs approz n' Ysqua'e an <br /> STEP (3 PLACES) STEP ! sojw " STEP o o TEP STEM STEP <br /> I — R L— v J — 3 The Contactor shall determine actual footing elevations based on Mal yratles and site conditions.Bottom of Footings shall be aal Z ^ Z <br /> —— — ———— lJ� <br /> k I ..... --� I '- ——————- ——— ——— —— — on competent propady graded bearing so I bebw Frost Depth. O <br /> ————————4�—_- ----. - - — � r— -------- J 4. Anchor Bolts for Exler cr Stutl Walls shall be n accordance w tli P1iiof the Shear Wall Schetlule of 1/806.u.o.n. <br /> - 3 `4 a See 10/S06 for Simpson to USP hardware conversion table U <br /> STU80UT REBAR � 2'O S07 z P118"(3 PLACES) `o a ePER <br /> m ATTACH 2x PORCH� r (13/s 7 LEGEND <br /> WALLS DIRECTLY I — — — —— - <br /> TO PORCH SLAB <br /> PER 121S07 ..f. I 1 ATTACH 2z PORCH <br /> I_ --- SLAB•ON-GRADE_ XX g S07 WALLS DIRECTLY DETAIL CALL-OUT <br /> TO PORCH SLAB SX.K <br /> j PER 12/S07 <br /> REFER TO ARCH'L ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/806 <br /> SLAB-ON-GRADE _J SECTION 038/4 FOR <br /> PORCH / (•SO j) FRONTPORCH <br /> LA <br /> FOUNDATION SLAB-ON-GRADE PER PLAN NOTE 1 <br /> REFER TO Ai C ONSTRUCTION m <br /> r---, _ <br /> SECTION 03814 FOR J FOUNDATION WALL m <br /> FRONT PORCH 2'-6Yz' 6'-g" 16'-3" t <br /> FOUNDATION I— ••'r;z?'� RAISED FOUNDATION WALL K <br /> CONSTRULTION .........- 1. ,,.... 2'-4Yi' <br /> ' 30'-0" O BEARING OR SHEAR WALL ABOVE a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' to <br /> CRAWL SPACE POST BELOW <br /> co <br /> OFOOTING CALL-OUT SEE 6/S07 W <br /> STEP STEP TOP OF STEM WALL <br /> 0 '1 2 4 8 16 S02L1 <br />