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0 <br /> N Q� <br /> W <br /> _❑ 4 = <br /> 30'-0" LL <br /> iil} <br /> x� <br /> 0 <br /> SLAB-ON-GRADE m m <br /> STOOP ry <br /> a~ <br /> n <br /> n 5 <br /> STUB OUT <br /> REBAR 18" FG e <br /> (3 PLACES) W% <br /> in <br /> I I 1 1 <br /> I I 1 so7 2 <br /> I I i I TYP W ` <br /> o° 4'-3Ys"�`4-3 5-4Yi, 6'-1' <br /> ry 1,eTas/ <br /> 4 <br /> S07 O yo"a °s <br /> Q�� <br /> 1 I ® II <br /> L "._J L—J L—J1 <br /> m I I II <br /> I 18 18 18 n II ViL <br /> I I <br /> �M <br /> i T-4_3. L <br /> 4'-3Y'� — <br /> — Z1 <br /> W <br /> LU <br /> I I <br /> r --- ---P <br /> O <br /> 1g'1Y° HD <br /> a 5" O <br /> 1 <br /> z Q <br /> w <br /> W <br /> ® ® I ®I II <br /> I IJ I J SLAB-ON-GRADE Q— <br /> PER PLAN NOTE 1 iv <br /> ALL FRAMING OR HARDWARE I - <br /> NOT SHOWN OR, <br /> R SPECIFIED I N <br /> TO REMAIN UNCHANGEDto <br /> W <br /> STUB OUT SIFPSTUB OUT X <br /> REBAR 18" __ — REBAR 18" — STEP I <br /> Z W <br /> (3 PLACES) (3 PLACES) O W <br /> - I FOUNDATION PLAN NOTES <br /> - STEP o STEP I u?, 3 I 1 Slab on-Grade shall be 4 thick Blab shall be Dra n ng ranuler Fill per Geotachnlcal Report See Architectural O <br /> JLIII'RECTLY <br /> ATACH 2x PORCH WALLS S07 Drewings f«Blab Elevatio Depession and Slope LP STEP T PORCH SLAB 2 Construction/Control Joint in Slabs are opt onal but recommended to control«acking.When—d slab areas between joists shall——— `I L ——— — — LER 12/S07 O ——— — _ ___ be approximately square and 400-s(ar less (� <br /> ,� _--------_ P7- <br /> ZO q - — — ———— ————— — 3. The Contractor shall determine actual footing elevations based on final grades and site conditions.Bottom of Footings shall be set z (•� Z <br /> ;itO�^ rti^ on competent properly graded bearing soil below Frost Depth. ii O <br /> b "" L :. I w 4. Anchor Bohs for Exterior Stud Walls shag ben accordance with P1-6 of the Shear Wall Schedule of 1/S06 u.o.n, <br /> 2-9 F— <br /> _ Irk —————~`I I SLAB-ON-GRADE <br /> 11D — J I PORCH 2 9 5. SeeIUS06 for Simpson to USP hardware conversion table. O U <br /> LL SLAB-ON-GRADE <br /> - ATTACH 2x PORCH WALLS Hp 1 PORCH U <br /> --- -----�-- DIRECTLY TO PORCH SLAB 4'<Yz" 507 REFER TO ARCH'L SECTION LEGEND <br /> 0Yz' <br /> D3814 FOR FRONT PORCH 5 7YxOf <br /> 6'-8" FOUD38/NDATION <br /> FOR FRONT PORCH <br /> _ FOUNDATION CONSTRUCTION <br /> PER 12/S07 8 1 3 9 15'-3" 1'-5Ya" SX X DETAIL CALL-011T <br /> 1 <br /> S07 REFER TO ARCH'L SECTION I <br /> FOUNDATION CONSTRUCTION <br /> 5Yz" <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br /> 30•A <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' SLAB-ON-GRADE PER PLAN NOTE I K <br /> _ m <br /> 0 FOUNDATION WALL � <br /> N <br /> L---J r- <br /> I —I RAISED FOUNDATION WALL <br /> of <br /> w <br /> [ BEARING OR SHEAR WALLABOVE d <br /> CRAWL SPACE POST BELOW <br /> W <br /> O FOOTING CALL-OUT SEE 5/SO7 W o <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> 12 4 8 16 S02A <br />