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W <br /> 0 SC <br /> Gz <br /> U, w2 <br /> s aJ, <br /> w> <br /> u w�� <br /> m <br /> m <br /> 2Y�' VJ <br /> SLAB-OWGRADE <br /> 24 STOOP P7-6 <br /> z%:' L J ----- --------I Z r; <br /> STUB Our I - <br /> REBAR 18" <br /> (3 PLACES) <br /> P7-6 I tB 1B 18 <br /> as <br /> ® I ® C <br /> ------------ JL�J L J L� T. <br /> D. <br /> I I I I <br /> I . I I 1J <br /> I I ti� TYP <br /> 0 4 <br /> S07 I TYP <br /> I <br /> CID 0 <br /> r i to LJ_ w <br /> 1 I = w <br /> ®11 ® ® W <br /> I I 1a za 1e I ram, I ! —_J I v Q <br /> -------PT_s----- I O O II I I <br /> 6'-62"' 13'0"— <br /> N= p W <br /> do A W <br /> I I I I J <br /> Q <br /> ' I I 1B 1B I I I I <br /> •�_:.. SLAB-ON-GRADE 2 <br /> PER PLAN NOTE1 <br /> � 2-0, 6'-5Yi' +�`2-0' I (ELEV VARIES) q <br /> I I I I I <br /> I W <br /> ALL FRAMING OF I VARUL,111E I Z ; <br /> NOT SHOWN OF SPECIFIED I O <br /> TO REMAIN UNl HAN6ED LLI <br /> --- <br /> FOUNDATION PLAN NOTES 0 <br /> 1. Slab-on-GradetinorS shall be 4• D. ab ehal be Sou over Free Dra ning-GrenuWr R`6per G t h al Report See ArGriteclural z Q <br /> t A � i Drawings far Slab Elevation Depress on and Slops requaemenls. <br /> HD HD I <br /> STEM <br /> MIN RAISED j I llr3 OUl- rp rp 2. b'onatrucUO ue1y.gl.ntn Slabs are optional but recommended to control cracking.Whenused slat,areas between joists shall <br /> a <br /> WALL RETURN S <br /> �. REBAR 13 i �. - ?y y g•' be approximately square end 400-sf or less. <br /> STEP- (5 PLACE;1 STEP - J STEP No�i —— No O I STEP———————— —————— STEM _STEP. n <br /> s•— >, J 3. The Contractor shall determine actual fool ng elevations based on Final grades and site condgiens.Bottom of Footings shall be set <br /> -_- _-_- - — `-_ r--- --- _ — r— ------ Q— -- o comPe properly gradedbearn9 sot below Frost Depth. D L1� O> lent I <br /> ud <br /> all <br /> ern <br /> ce <br /> 2 _ ——507 �Z`A J _ ih 6 See 10/SU6 for Simpson SExleriort fUSP hlartlwtarebwnversiorn IS'blewitlr P1-B of the Shear Wall Schedule of i/SO6,u.o.n. O F— <br /> — <br /> y�1�o I STUB OUT REBAR > meson ,1 <br /> 18(3 PLACES) I o�s• 5 PER L.L.. <br /> A TACH 2x PORCH-- 131S07 LEGEND <br /> WALLS DIRECTLY I — — — -- 1.2 H=6-6") <br /> TO PORCH SLAB <br /> PER 1ZS07 1 ATTACH IR PORCH <br /> SLAB-ON-GRADE XX <br /> S07 WALLS DIRECTLY DETAIL CALL-OUT <br /> ---- -----'- _---- t = - i PORCH TO PORCH SLAB SX.X <br /> / PER 12/S07 <br /> / REFER TO ARCH'L ®-X ANCHOR BOLTS FOR SMEAR WALL ABOVE PER SCHEDULE OF tIS06 <br /> SLAB-ON-GRADE J / SECTION D3814 FOR G <br /> F y07 <br /> CH FRONT PORCH RA� SLA—N-GDE PER PLAN NOTE 1 k <br /> POR // <br /> FOUNDATION <br /> REFER TO ARCH'L _J CONSTRUCTION m <br /> SECTION D3814 FOR r <br /> FRONT PORCH L J FOUNDATION WALL <br /> FOUNDATION 15'-3" M <br /> CONSTRUCTION <br /> — '' -' 1'-3" 1'ii" O RAISED FOUNDATION WALL <br /> 2'-4Xz" u°"7 <br /> 30'-0" O BEARING OR SHEAR WALL ABOVE a <br /> EXTENDED FRONT PORCH OPTION ELEV.W <br /> F; <br /> CRAWL SPACE POST BELOW <br /> o <br /> O FOOTING CALL-OUT SEE 51507 Gi <br /> 0: <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 rM2A <br />