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G <br /> C <br /> Ld s <br /> p e xI <br /> w S <br /> U w n <br /> U_ w3 <br /> to <br /> a =w <br /> �E.i `c <br /> SLAB-ON-GRAD�_ <br /> STOOP <br /> _. <br /> --\-,- slue our , I � 'zI <br /> REBAR 18" I �" <br /> (3 PLACES) i W <br /> so7 I I I I <br /> W = <br /> TYP ro I <br /> T�Y_P_ oONi, I I T. <br /> w o <br /> LtJ98, 66 <br /> -l. i8L 210" *b�/(As1ll. <br /> I I �--{- Ww <br /> I � ICI <br /> I i toi. CO Vui <br /> ' <br /> aJl ..I r �= r-,ILLJ <br /> Il_ L <br /> 1 W <br /> —3'-8Y"�K2' <br /> (7 <br /> I I I I I <br /> O <br /> w <br /> > <br /> w <br /> I I <br /> 4-2Y44' I o = U <br /> tR FLAN uor� e I <br /> �ELEV VARIES) <br /> I J II I I <br /> L <br /> ALL FRAMING OR HARDWARE � <br /> NOT SHOWN OR SPECIFIED W <br /> TO REMAIN UNCHANGED W <br /> z W <br /> v 1� w <br /> N G FOUNDATION PLAN NOTES. "� <br /> I I I <br /> LL <br /> -- --- <br /> sN� I 1 Slab-on-Grade shall be 4'tl k.Slab shall be poured over Free Dra niny Granular F II per Geolechbc,.l Repo.See Artllitecfural I O <br /> \y I Drawings for Slab Elevauo Depression G Slope repdcements. <br /> STUB OUT I z; 24"MIN STUB OUT rQ <br /> REBAR 18" RAISED STEM REBAR 18" 2 Co slrud onlGo nrol Jo nt in Slabs are opt onal but re<ammen.letl to ce,trol crack ng.When used slab areas benvee rjouts shall h- <br /> au STEP <br /> L STEP - WALL RETURN ) be a tel d aoo sr or less. 0 <br /> ,,Tt v _.--—— (3 PLACES) J I _J L (3 PLACES—J PProx ma Y square an 0 <br /> \ " r 8RR Y" 3. ano d mme actual I,g elevaepns ba etl ,r nal graces and s le condmons Bello n of Footings shall pe eer <br /> y�2 The Confr rshall eter too s <br /> -- — 'A--. _.- —_ '1 i - �•I ----. - - on<m tent 1 graded bearin I below Frost Depth,o <br /> o Pe POPerY 9ra 9sc P O <br /> STEP I , STEP I 5. See far Simpson U Ph m r� — <br /> I 4. Anchor Bolts for Exteror Slud Walls shall be n accordance with PI-G of the Shear Wall Schedule of 11506,u.o.n. <br /> n to S a ware conversion table. I U <br /> z� PER Pb2_ - .. JI �_y0 L_, I I P Q <br /> 13/SO' `4 STEP STEP '�`, 1 11 �_ <br /> (H=4'-o'y `r — I `" SLAB-ON-GRADE LEGEND <br /> PORCH I____ _ - <br /> I it <br /> 1 SLAB-ON-GRADE I- S07 REFER TO ARCH'L SECTION — DETAIL CALL-OUT <br /> 1I D38/4 FOR FRONT PORCH ATTACH 2x PORCH WALLS <br /> PORCH SXX <br /> FOUNDATION CONSTRUCTION DIRECTLY TO PORCH SLAB - — <br /> L. ILL PER 12/S07 Sp7 P-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF,/S06 <br /> Il.- iD <br /> 2 0% REFER TO ARCH'L SECTION _——— — <br /> D38/4 FOR FRONT PORCH <br /> FOUNDATION CONSTRUCTION 16'-eY2" SLAB-ON-GRADE PER PLAN NOTE 1 k <br /> tttt <br /> FOUNDATION WALL � <br /> EXTENDED FRONT PORCH OPTION-ELEV.'C' — <br /> --� RAISED FOUNDATION WALL <br /> 12 Y <br /> a <br /> BEARING OR SHEAR WALL ABOVE <br /> W N <br /> Q.H <br /> DRAWL SPACE POST BELOW � <br /> XX FOOTING CALL-OUT SEE 5/S07 co <br /> Idyl <br /> Lo <br /> STEP STEP TOP OF STEM WALL <br /> 0 , 2 a 8 ib <br /> IS02C(M) <br /> I <br />