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G <br /> Fp- <br /> 5O <br /> .I <br /> LU <br /> �CI <br /> �s <br /> or ` a <br /> O2 W` <br /> I d x= <br /> h h <br /> SLAB-ON-GRADE _ m D <br /> m <br /> r.. <br /> I <br /> -- 1 <br /> I <br /> I <br /> _TUB ocr ✓ gg�: <br /> F.EBAR 18" IrYIY� ( a4 <br /> 3 PLACES) W <br /> %07 <br /> TYP <br /> nsq;.c <br /> E <br /> F deT <br /> as <br /> —J L_=-J L—i <br /> II <br /> y �W <br /> 1� <br /> T-6 do <br /> VV W <br /> I I I I <br /> — --- b <br /> - - — Q <br /> �• I I soo I OPa;I} �: I� --� II j i I J U` <br /> I� <br /> _z <br /> I I I <br /> 7 > <br /> W <br /> sal I ._._{:.'' , d• r---� J <br /> I � � W <br /> SLAB-Gf-GHA.DE <br /> ER PLAN NOTE I <br /> FLE V VARIES, <br /> ALL FRAMING OR HARDWARE <br /> -S IY,' 2'-0' <br /> ' NOT SHOWN OR SPECIFIED <br /> -o, g• " o TO REMAIN UNCHANGED <br /> W <br /> I I •` STUB OUT Of <br /> JB OUT i STEP <br /> Y IF-r 3AR 18" __' REAR�BI� > <br /> / } / ` J LACES) <br /> STEP `o i — — I IL <br /> f3 PLACES) <br /> i1..D$ebbATION-omGmdeshal be 4Ohck Slali-shallb p etl ave F 'n ng Gra,u—er Wiper Geotechmcat ePo Archesctural O O <br /> so/ A r I UR N JJALLS J --- - Drraunngs for Slab 110VAaa Dapfesomn ar d,lapo foal YefB"1S <br /> ter- DII4CT6'( Q PORCH SLAB e I STEP - - mended to control cracking.When used,seb areas between joists shall <br /> �. "'('�( —— �— ——— —— 2. Co,structi n/L t ql Joint t n Slabs are optional but rcco�� Q <br /> ————-- PER 12/S07 J - <br /> be spar z nately s and 400-sf or <br /> P-2 S�, _. a ess 0 <br /> �— yI ST. ___———— -,,•,,,, ,,, actor determine actual ng elevations,ased en final <br /> rages afltl e�te congllipns.eptlprn of Fop(in95 spat,be set 7 <br /> nu shallL II..IL <br /> y -- - --- one Dppot Z <br /> iTp�y S�O�v competent rProperly graded bearing so below Frost„ePth O <br /> 0 1 <br /> v <br /> p <br /> - .1 fps 9 Anchor Bolts for Ezter or Stud Walls shall be in accordance wi lh PI of the Shear Wall Schad ule of 11S06, I-- <br /> ,� <br /> SIAB ON-GRADI L <br /> PORCH — — H 5. Sea 101S06 for Simpson to USP ha'dware conveys on table O <br /> - 2'g' ----- 0 <br /> PORCH LL <br /> L _ <br /> /' I � ATTACH 2X PORCH WALLS U) <br /> HD DIRECTLY TO PORCH SLAB —— ——— ——— O' <br /> F'LF T 4.EG7ENQ <br /> u ACtCH'L$ECTI6N / - 4-4Yj PER 12/S07 _---- <br /> D33/4 FOR FRONT PORCH 1 1 10Y <br /> rOUIJDA PION CONSTRUCTION REFER TO ARCW'L SECTION•^�'- SOT <br /> ---- -e'-1" D3514 FOR FRONT PORCH sx z DETAIL CALL-our <br /> FOUNDATION CONSTRUCTION2'-1Py2- <br /> r-•„> <br /> .. �� ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 I <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' f SLAB-ON-GRADE PER PLAN NOTE, k <br /> L�J go <br /> _ m <br /> FOUNDATION WALL y <br /> 1 RAISED FOUNDATION WALL <br /> W <br /> �YY BEARING OR SHEAR WALL ABOVE d <br /> N <br /> CRAWL SPACE POST BELOW <br /> XX FOOTING CALL-OUT SEE 51S07 rl <br /> a: <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 B 16 S02A(M) <br />