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0 <br /> w <br /> ~D <br /> >� <br /> W >Z <br /> 0 =0 <br /> iEw L, <br /> Uf e am <br /> u,3 <br /> If w w <br /> __ <br /> HF <br /> SLA BADE co ro <br /> STOO <br /> STOOP �� <br /> i <br /> � P13�— g <br /> ---------- -- -—— ——— --- — ——— -- <br /> C� r•. <br /> r— STUB OUT , � = <br /> REBAR 18" <br /> (3 PLACES) W £. <br /> JI <br /> TYP q I { <br /> TVP <br /> 507 �L(t` <br /> ,O-p aF ASHiN <br /> r— <br /> II ® I <br /> L_-J L J 'Sfi66 <br /> 1III I r. oNwt. <br /> I ' � <br /> 24 LLB <br /> --- — _ �z-0 -z'-n — —3-eYz" z-o <br /> L-- ._— —__ Q <br /> -- ——— -- — < <br /> N <br /> Z <br /> JI F— <br /> _ I 1s-gY" r-s°��z � <br /> a` <br /> r. I J <br /> 1 I UJ <br /> SLAB-ON-GRADE I ?d <br /> PER PLAN NOTE 1 <br /> 2 (ELEV VARIES) r—, <br /> I I I I <br /> ALL FRAMING OR HARDWARE <br /> - I NOT SHOWN OR SPECIFIED w <br /> I TO REMAIN UNCHANGED 0� <br /> I z LLI <br /> I O W <br /> I o FOUNDATION PLAN NOTES LL <br /> mN I 1. W on-Gra a sha a 4'th c Slabs all be poured over me Dra ning Granular Fill per Geolechn al Repor See Arch teclural Z O <br /> —� � Drawings for Slab Elevation Depress r i and Slope requ rements <br /> N STEP 24"MIN <br /> 3 o UB OUT - i� slue our <br /> — --r Sl"EP - RAISED STEM 2. Construct on/Control Joim m Slabs are opt'onal but recammendetl to control crack'n.Wmen used slab areas between 36 L STEP 507 J `&4R 18' J REBAR 18" 9 to sts shall Q <br /> 8" <br /> STEM O a WALL RETURN be approz mately square and 400-s!or less <br /> LACES) J f L (3 PLACES) _j 1 U <br /> L 3. This Con Vactor shall determine actual fool ng elevations based on final grades ands to conditions Bottom of Footings shah be set z Z <br /> on competent rimpalt,graded hearing so I below Fear Depth, O <br /> Anchor Bolts for Extenor Stud Walls shall be-n acco d-ce wth P1-6 of the Shear Wall Schedule o11/506. �— <br /> a <br /> ,Z4 PER �. P7-2 5. See 10/506 for Simpson to USP hardware conversion table. U <br /> y 13/s07ub p <br /> - <br /> SLA&ON•GRADE <br /> LEGEND <br /> ABA44Z POST -- —— ARA44Z POST L— —--- D <br /> . <br /> BASE PER 15 V-9Y•/S07 BASE PER 15/S07 — -- ' <br /> __ HD S07 ATTACH 2x PORCH WALLS SX.X DETAIL CALL-.UT <br /> SLAB-ON-GRADE DIRECTLY TO PORCH SLAB 1 <br /> PORCH 4 REFER TO ARCH'L SECTION PER 12/S07 S07 P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 <br /> ____ ILL' D3814 FOR FRONT PORCH <br /> FOUNDATION CONSTRUCTION REFER TO ARCH'L SECTION <br /> D3814 FOR FRONT PORCH <br /> FOUNDATION CONSTRUCTION 10'-8y" SLAB-ON-GRADE PER PLAN NOTE 1 <br /> be <br /> —-- 30 0"— --------- r——— <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' 0 FOUNDATION WALL <br /> L---J to <br /> RAISED FOUNDATION WALL <br /> W <br /> BEARING OR SHEAR WALL ABOVE 4' <br /> ry <br /> CRAWL SPACE POST BELOW <br /> O n' <br /> FOOTING CALL-OUT SEE 5/S07 w <br /> C <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 z a B 16 <br /> S02A(M) <br />