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0 <br /> w <br /> N0 <br /> j0 <br /> W >Z <br /> � 30 <br /> p � II— <br /> �m K z <br /> W � w- <br /> _- L <br /> LL= d u>+3 <br /> SLAB-ON-GRADE _ m In <br /> IL-STOOP <br /> FI --- -- - --- — -- ----r STUB OUT Z € <br /> REBAR 18. <br /> (3 PLACES) W `- <br /> TYP v <br /> pTYP� <br /> N J qmp qF lnsM;N.0 <br /> J L J 66 <br /> 18 6; 18 1ri 18 L p G�FAY <br /> I I I I <br /> d 3'-/a,. F T r 18 ..I A i - `J 18 (� J <br /> r <br /> R .—__-- <br /> UJ <br /> 20"X 2-1I <br /> cc <br /> c ro a <br /> I <br /> II I <br /> LLI <br /> W <br /> J I I r <br /> 4'-2Y4" ..L Q <br /> N SLAB-ON-GRADE /, o <br /> 4 2 (ELEvvaRlEs) I I ' r—�I I <br /> I I J L JI I <br /> ALL FRAMING OR HARDWARE <br /> NOT SHOWN OR SPECIFIED W <br /> TO REMAIN UNCHANGED w <br /> ( I <br /> Y C� w <br /> o r FOUNDATION PLAN NOTES UL <br /> N 1, Slab-on Grade shall e 4 thick.Slab shall a pour, over,m ra n ng Granular I per eolechnical Report See Arch tedural Q <br /> S Z ' I Drawings for Slab Elevat on Depress o i,antl Slope requ rements <br /> / 3 o STEP -UB OUT STEP 24"MIN STUB Our <C <br /> 3s 1 B S07 �1 1 r -- -BAR 18" RAISED STEM J GAR 18" 2. Construct on/Control Joint in Slabs are optional but rec—onentled to control crack'ng.Woe t used slab areas between to sts shall <br /> rJ STEP STEM —-36S — L 'LACES) J WALL RETURN I--— L (3 PLACES) J be approwmately square and 400-sf or less (� <br /> -- 3. The Contractor shall determine actual footing elevations based on final grades and to conditions,Bottom of Footings —'� '-- -- _--- __ 9 9 gssha6beset � L1._ on competent properly graded bearing so below Frost Depth. <br /> r———'—'—— 1 r P 1 7y 1 r 4. Anchor Bolts for Eztanor Slud Walls shall be n accordance wRh Pi-6 0!the LD <br /> Shear Wall Schedule of i1506.oo.n. <br /> Q^ I q 5. See 10/S06 for Simpson to USP hardware convers cn table. U <br /> �. PER - P' / �O <br /> cc <br /> 3/S07 <br /> LEGEND <br /> SLAB-ON-GRADE <br /> � <br /> -- - PORCH <br /> ABA442 POST 1,g ABA44Z POST --- <br /> BASE PER 15/S07 1 BASE PER 15/S07 --- - <br /> _ _ HD S07 ATTACH 2x PORCH WALLS -- DETAIL CALL-OUT <br /> —8-2^ DIRECTLY TO PORCH SLAB <br /> SLAB-ON GRADE_ 1 <br /> PORCH REFER TO ARCH'L SECTION PER 12/507 S07 P7-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF v508 <br /> D3814 FOR FRONT PORCH <br /> ---------------- REFER TO ARCH'L SECTION <br /> FOUNDATION CONSTRUCTION <br /> 2'-Oy" 15'-3" -- [J'-i! D38/4 FOR FROM PORCH SLAB-ON-GRADE PER PLAN NOTE 1 <br /> �2_Dy FOUNDATION CONSTRUCTION 10'-BY2" <br /> to <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' LOJ FOUNDATION WALL F <br /> 11 RAISED FOUNDATION WALL s <br /> a <br /> w <br /> BEARING OR SHEAR WALL ABOVE c. <br /> F <br /> CRAWL SPACE POST BELOW <br /> O <br /> XX FOOTING CALL-OUT SEE 51S07 W <br /> IY <br /> STEP STEP TOP OF STEM WALL <br /> 902A(M) <br />