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G_ <br /> FOUNDATION PLAN NOTES: <br /> 1. 81ab—Grade shallbe4"thick. labshall be poured o—Free Drainirig�ranular illy'per Geotechnical Report.Ste Aicnitecturel <br /> Drawings for Slab Elevation.Depression,and Slope regd,rementa. N <br /> 2. Construction/Contmt Joint in Slabs are optional but recommended to control cracking.When used.slab areas between joists shall W r z <br /> be approximately square and 400-sf or less. Q =O <br /> 3. The Contractor shall determine actual fooling elevations based on final grades and site contlilions.Bottom of Footings shall be ser wN c <br /> on competent,property graded bearing soil below Frost Depth. u n <br /> O y <br /> 4. Anchor Bolts for Exterior Stud Walls 5ha11 be in accordance with P1-6 01 the Shear Wall Schedule of 1/506,u.o.n. L1•= r w 5 <br /> 5. See lO/S06 for Slmpaon to USP hardware conversion table. Q <br /> 0 <br /> 0 <br /> LEGEND m <br /> m <br /> d' XX <br /> �P d SX.X DETAIL CALL-OUT <br /> SLAB-ON-GRADE <br /> "p b I STOOP iS -1 34 ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 Vj j <br /> V I <br /> 2%4' SL40-ON-GRADE PER PLAN NOTE 1 z il <br /> T STUB OUTFOUNDATION WALL <br /> REBAR r}, L©_J fS� <br /> 7 ` _ (3 PLACES) <br /> W 5. <br /> tb ,bi (Id� . . - � [^— kAISEU FOUNUAIION WALL z <br /> Ij <br /> BEARING OR SHEAR WALL ABOVE z <br /> 2 <br /> ----- ----------- <br /> I I I I <br /> I ® CRAWL SPACE POST BELOW <br /> T.I <br /> PS <br /> Ty-p� i iedX% FOOTING CALL-OUT SEE 5/S07 �� 1¢f r N�'1• - <br /> 0 <br /> 7\P C 07 I I STEP STEP TOP OF STEM WALL <br /> I 16 76 19 1e I I xes W �r <br /> -r- —I-is <br /> J L J L J .- .—_ ..._....... <br /> I I I I <br /> oo W <br /> W <br /> 2,Y� Q <br /> L_ <br /> z <br /> - I <br /> Q <br /> i <br /> I > <br /> \,� sv <br /> WW� LLI <br /> I I I I I - <br /> I <br /> _ PER PLAN NOTE I <br /> �® I I <br /> l tEL EV VAh'IE II I 2y 0^ir� 6'SY,— 2 0' I r� <br /> I I <br /> I I I I I I LU <br /> ALL FRAMING OR HARDWARE O > <br /> NOT SHOWN OR SPECIFIED LIJ W <br /> '.' TO REMAIN UNCHANGED LL <br /> r <br /> HD HD z O <br /> STUB OUT 24"MIN RAISED < < H- <br /> 8" I FT-8 <br /> o O o de' REBAR 1 STEM WALL RETURN <br /> STEPSTEM <° STER. ^� �^ STEP �O�,\5� STEP I (3 PLACES) STEP <br /> -� --- —� e� --- L- — z Z <br /> --- <br /> I '�iSo a O U <br /> 13/507 _ _ STUB OUT REBAR :o LL-1— <br /> SECTION PER > y>o LL <br /> 18"(3 PLACES) I I ATTACH 2x PORCH_ .._—_ _ I WOLPORCHSLABPORC 1 -I ARECTLY 507 SLAB-ON-GRADE PER 12/S07 <br /> 2CH SLABER 12/SO7 <br /> REFERTOARCH'LSECTION D38/4 FOR7FRONTPORCH S07FOUNDATIONCONSTRUCTIONREFER TO ARCH'L D3814 FOR y <br /> _ FRONT PORCH <br /> i•--- ---- i;:." - 6'-9" 2'-5Y" FOUNDATION <br /> -4y.. p_3" 10'-5Y2" CONSTRUCTION ww <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' eo <br /> w o <br /> a <br /> 0 <br /> w <br /> K <br /> S02A(M) <br /> 0 , 2 4 8 6 <br />