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o <br /> w <br /> W h <br /> a <br /> G <br /> 30'-0. Ur c a s <br /> FT i wa <br /> U y <br /> Q T� <br /> a =_ <br /> SLAB-ON-GRADE r <br /> STOOP m m <br /> a <br /> F-------------- ——— —STU—B-- <br /> OUT— -- <br /> REBAR 18" <br /> (3 PLACES) I pal <br /> I W <br /> - <br /> I <br /> 1 I I I <br /> I I I I <br /> -0" 18 4•-3Ya'�`'_4'-3" 5'4Yi. 6A 6'-0" 2:-0: , <br /> TYP <br /> 4 <br /> S07 o� <br /> I I <br /> Ir r r I r r r <br /> I �--1 I ® I I I I ® II I CN1i4s'� <br /> L_J L_J L_J L_JI <br /> m 1 ' I I I <br /> ® I f ® I ICI 00 C� <br /> LLI <br /> r-- --_— ----P--__ <br /> 12 <br /> us <br /> �1 I 1s-1Y° HD I O Z <br /> a1 i 15 I I <br /> 42 I 2 Q <br /> I so7 L W <br /> L I W J <br /> W® ® IL <br /> I ® II I �I I <br /> ---------- <br /> L J I I SLAB-ON-GRADE I I i;, � m <br /> __ PER PLAN NOTE 1 I. I h <br /> NOT SHOWN OR SPECIFIED I 1%" 2'0 (ELEV VARIES <br /> ... <br /> ALL FRAMING OR HARDWARE -0" 3'4Yi' '- <br /> TO REMAIN UNCHANGED <br /> T L <br /> STEP STUB OUT - - ( <br /> REBARSTUBOU 18" —� "STEP - - <br /> LJ <br /> REBAR IB' I - - I - af <br /> __ — <br /> (3 PLACES) (3 PLACES) I I Z > <br /> I W <br /> STEP II 1 q STEP I l - I FOUNDATION PLAN NOTES. O ILL <br /> L ————J in L— J e- 3 I ' I 1. Slab-on Grade shall be 4'th ck Slab$hat a poured over Free Ora n ng Granular Fill peter.eotechnical Re rt.$ba grohiletlurel ATTACH 2x PORCH WALLS S07 Drawn for Slab Elevation,Da po 0 <br /> S I-EP I STEP{ I DIRECTLY TO PORCH SLAB I 9s Depression,and Slope requ rements. z } <br /> 2 Construct onfControl Joint in Slabs are op(onal but recommended m control cracking.When used slab areas between lo�is shall <br /> il,',- <br /> p be aPProz mately square and 900ti1 or less <br /> PER 12 S07 <br /> --— ——- Q U <br /> r— -od' h2 y I 3, The Contractor shall determine actual toot ng eleval o is based on final des and site conditions.Bottom of Foo n hall oe set <br /> = io on competent properly graded bearing soil below Frost Depth. 9m 9s s Zn v <br /> I LAB-ON-GRADE 4 Anchor Bolts for Exterior Stud Walls shall ben accordance with P1£of the Shear Wall Schedule of 1/SW,u.o.n. <br /> 2 9 D F-� PORCH --- — Simpson to USP hardware conversion table. <br /> p_ 5. See 1o/S g^ SLAB-ON-GRADE 116 for Si O Q <br /> ATTACH 2x PORCH WALLS i PORCH <br /> 1'10Ys" _—— —— —_——-- -' DIRECTLY TO PORCH SLAB HD S07 <br /> 4'4Yz" <br /> PER 121S07 REFER TO ARCH'L SECTION LEGEND <br /> 1 5_7Ys B'-8. D38/4 FOR FRONT PORCH <br /> S07 `------- —REFER TO ARCH'L SECTION FOUNDATION CONSTRUCTION <br /> 2,10j'" g•-0.: _ _ D3814 FOR FRONT PORCFI 8'-1" T-9" 1'- XX OUi <br /> FOUNDA110N CONSTRUCTION -SAY SX.X DETAILCALL- <br /> 5Yz" <br /> 30'-0" ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF IIS06 <br /> EXTENDED FRONT PORCH OPTION_ELEV.'B' SLAB-ON-GRADE PER PLAN NOTE I k <br /> FOUNDATION WALL N <br /> 0 RAISED FOUNDATION WALL <br /> W <br /> 0 BEARING OR SHEAR WALL ABOVE tit <br /> N <br /> N <br /> CRAWL SPACE POST BELOW D <br /> OFOOTING CALL-GUT SEE S/SO7 W o <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S 0 2& <br />