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0 <br /> c,m <br /> - W s <br /> o a <br /> Min a �z <br /> WV = <br /> - 30•_0•. GG c ¢ <br /> Its x >� <br /> U �� <br /> a =w <br /> SLAB-ON-GRADE <br /> (— <br /> STOOP m m <br /> m. <br /> P14 <br /> r--- ——— -- -- — <br /> _ -- - <br /> STUB OUT I I '7 {' <br /> REBAR� PLACES) <br /> (3 PLACESES) <br /> W <br /> zTyp <br /> sop <br /> I i <br /> 2'-0" 4'-3Y• 4'-3" B'-0Yz' 6'-1° 6'-0" 2'-9 I �T. <br /> 4 I <br /> S07 <br /> Q 5666�E 18 18 24 24 t8 Q�/� 1a I ' p iUt crs'"��r. <br /> L— — -_ L—J L—J L_J <br /> W I I <br /> I I <br /> I I 1e to ; 1a <br /> 00 U <br /> ——— <br /> — -----� <br /> LLJ <br /> Z <br /> r-- -- ---Pa--- U' <br /> ti � <br /> I: —1o•4Y'• tolo� <br /> I . I 11 5 11 <br /> Q <br /> w <br /> W J LL <br /> I <br /> 1 L —JJ PER PLAN NOTES - m <br /> ALL FRAMING OR HARDWARE 3'-tY" 4'-13/" 2-0 .. (ELEV VARIES) <br /> NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCHANGED I - 1'-Oy^ co, <br /> o <br /> ---...-.-- 1 <br /> STUB our�� sTEP STUB our 1 i Lu <br /> RE <br /> BAR 1B' <br /> — I REBAR 18' —— STEP I <br /> (3 PLACES) (3 PLACES) i j <br /> ILI <br /> STEP I — —-� - STEP I l 1 - - I .` I FOUNDATION PLAN NOTES: O LL <br /> —J v 3 1 ( 1. Slab-on Grade shall be 4'th ck Slab shall be poured over Free Dra n ng Granular Fill per Geotecnnical Repmf.See Aloh e- 4 <br /> 0 <br /> n <br /> ATTACH 2x PORCH WA S O <br /> LL Draw ngs for Slab ElevaTon,Depress on and Slope regu ents <br /> -- _J STEP I .; DIRECTLY TO PORCH SLAB - <br /> — — I 2. C sVuct oNCo g re n Slabs are op(o I but recommended to control trot g en osetl slab areas between joists shall _ <br /> _ __ _ _ STEP L PE 12/507 on ntrol Joint � k�n.Wh <br /> r .:__ - --- ----- beaPPmzmalelY;as ana4o0-arorleae.na Q U <br /> 507 <br /> Y O^1 ti h" - 3. The Contractor shall determine actual tooting elevations based on final grades and site wriditwns.Bottom of Footings shall be,et- on competent propedy graded beanng soil below Frost Depth a— Z <br /> - I{HI� 0. SLAB ON-GRADE I 4 Anchor Balls for Exterior Sh d Walls shall be in amordance with Pi-6 of the Shear Wall Schedule of 1/S05,u.o.n. <br /> 29' <br /> J <br /> 2'-B" SLAB-ON-GRADE 5. See 10IS06 for Simpson to USP hardware conversion table. O Q <br /> ATTACH 2x PORCH WALLS 1 PORCH <br /> DIRECTLY TO PORCH SLAB HD S07 <br /> 1-10Y' PER 12/S07 4-0Y REFER TO ARCH'L SECTION LEGEND <br /> 1 De8i4 FOR FRONT PORCH FOUNDATION <br /> FOR FRONT PORCH — <br /> S07 ------ FOUNDATION CONSTRUCTION kEFER TO ARCH'L SECTION <br /> B•_t" 3'-g" 15'-3'• 1'-SY" XX DETAIL CALL-OUT <br /> 2-t0Y 9-5 FOUNDATION CONSTRUCTION SX.X <br /> 1'-SY,, <br /> P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF IIS06 <br /> 30'-0" <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' k <br /> SLABAN-GRADE PER PLAN NOTE 1 <br /> L�J FOUNDATION WALL <br /> F <br /> ( RAISED FOUNDATION WALL <br /> BEARING OR SHEAR WALL ABOVE <br /> a <br /> F N <br /> CRAWL SPACE POSTBELOW <br /> OFOOTING CALL-OUT SEE 51S07 W o <br /> K <br /> STEP STEP TOP OF STEM WALL 1/4"=1'.0" 0 1 2 4 8 16 S02B <br />