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0 <br /> 0 <br /> - F^ <br /> �a <br /> Li <br /> Q H <br /> $v, G z <br /> w= <br /> LL= j Q <br /> w� <br /> (L =w <br /> I= <br /> ol <br /> SLAB-ON-GRADE In o <br /> STOOP _ <br /> m <br /> I <br /> Uj a <br /> ---- -- rrr��� -- - - -- ————— . 5 <br /> _]� —J9 <br /> I r - STUB OUT , 'zy'p <br /> R6BAS) <br /> (3 PLACES) <br /> - Wfr <br /> so7 I I I <br /> TYP -o <br /> TYP <br /> sH, <br /> I` <br /> e 6 <br /> / <br /> J L J l <br /> I I I I <br /> I 1 3'1 z'0 <br /> I <br /> 3e/;' 24 1B %.i H� �4i 18 COW <br /> r 1 r r �r — r TI L J <br /> 14 W <br /> L_J L—JI r I� I L _ Ur <br /> I -----------_ —��I I = 2-D,I�z-1r3 —3'-sYz�k2-D" I TT <br /> U <br /> I I I I I I <br /> I <br /> 16'-sY" o � > <br /> LLI <br /> ®r W <br /> I I I ( I I I <br /> - <br /> SLAB-ON-GRADE m <br /> PER PLAN NOTE 1 <br /> 2 r (ELEV VARIES) <br /> N s07 I I I I I l m l I <br /> - ALL FRAMING OR HARDWARE <br /> NLLJ <br /> TO REMAIN UNCHANGEDD OR SPECIFIE w <br /> z j <br /> 0 W <br /> FOUNDATION PLAN NOTES LL <br /> i. Slab on-Grade sha be 4'th k.SI h.. II be Poured over Free Drain ng Granu ar ll per Geotechn'cal Report. ee rch tectu—mi <br /> N 5 STEP 24"MIN Draw ngs for Slab Elevatan D p d Slope require <br /> iM <br /> EP --TUB OUT STUB OUT 1 2. Construction/Control Joinl n Slabs are o I but recommentleo f cornrol crack n when used slab areas between } <br /> RAISED STEM I- <br /> 36 I L SDr J _BAR 18" REBAR 18" p ona g jo sts shall Q <br /> rl STEP STERA —— PLACES) WALL RETURN 3 PLACES) be approzimateq square and 400 sf cr less.-- -- ----J f-- L---- -----J <br /> 9y" 3 The Contractor shall determine actual footing elevat arts based on final grades ands to conditions.Bottom of Footings shall be set <br /> on pporpate <br /> Pst <br /> WA ot, <br /> ed hearing spil bel—Fr <br /> S, I 'iSD�4 L STEP STEP- 4. Anchor Bolt,for Exleno SId Wails shall be m accomancce Depth <br /> Pt-6 of the Shear Wall Schacule of 11SO6,u.o.n. O <br /> O PER 1 1-2 r />�� L, '�'� - �. Sea 101506 for Simpson to USP hardware conveys on table. <br /> y� 13/S07 9 STEP _ soy STEP N w O <br /> H=a-o i _ suB-oN-GRADE LEGEND <br /> 1 REFER TO ARCH'L SECTION _ $17 <br /> ____S0 DD38/4 FOR FRONTPORCH ATTACH 2x PORCH WALLS SX X DETAIL CALL-OUTFOUNDATION CONSTRUCTION DIRECTLY TO PORCH SLAB <br /> PER 121S07 P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF i/SO6 <br /> HD <br /> REFER TO R FRO SECTION <br /> 2'-oY4" 16'-3"----- 1•-6" ------T-2P 1'-6" D38 FOR FRONT PORCH SUB-ON-GRADE PER PUN NOTE 1 k <br /> `2'-0%" FOUNDATION CONSTRUCTION1-10"By2" � <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' FOUNDATION WALL F <br /> RAISED FOUNDATION WALL <br /> W <br /> a <br /> [� BEARING OR SHEAR WALL ABOVE <br /> CRAWL SPACE POST BELOW <br /> O � <br /> XX 1OOTINGCALL-OUTSEE11-1 l�jl <br /> C <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 6 16 <br /> S02B(M) <br />