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0 <br /> FOUNDATION PLAN NOTES: <br /> 1. Sla n-Grade shall be 4 thick.Slate shall d poured oval Free r ming Granular I per Geotachnical Report.See Archlledurel <br /> Drawings for Slab Elevation,Depression,and Slope requlremants, <br /> a <br /> in U <br /> 2. ConaVuction/ConVol Joint in Slabs are optional but recommeMed to control cracking.When used.slab areas between joists shall W "Z <br /> be approximately square and 400-sf or less. O S O <br /> z SI <br /> 3. The Contractor shall determine actual fooling elevations based on final grades and site condillons.Bottom of Footings shall be set Q'u IZ <br /> on wmpetent,property graded bearing soil below Frost Depth. U = N <br /> 4. Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of 1/506,u.o.n, <br /> U <br /> Q <br /> 5. See 10/SU6 for Simpson to USP hardware wnversion table. <br /> a =W <br /> 17'-0" LEGEND m0 <br /> m <br /> 90 ;r <br /> m'A p SX.X DETAIL CALL-OUT <br /> SLAB-ON-GRADE �ip9 <br /> 0 <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 rn <br /> L J 23/4" SLOB-ON-GRADE PER PLAN NOTE, l <br /> STUB OUT � J <br /> - REBAR 18" L MJ FOUNDATION WALL [( '- <br /> (3 PLACES) _ W `,a <br /> �— RAISED FOUNDAI ON WALL ,Tr 5" <br /> - _ I 0 BEARING OR SHEAR WALL ABOVE z r <br /> —— ————————————— -- <br /> W C <br /> I I <br /> CRAWL SPACE POST BELOW <br /> I is T. <br /> Aq f <br /> %X FOOTING CALL-OUT SEE 5/S07 <br /> STEP STEP TOP OF STEM WALL z <br /> I I <br /> F. <br /> J L J L J <br /> I <br /> 1 I <br /> �1 Lr_ <br /> LL <br /> I LU <br /> J <br /> I I <br /> LLJ <br /> i <br /> t O Q <br /> r <br /> I I I II <br /> I I I <br /> Q <br /> i W <br /> J <br /> \�=J W <br /> I I I I I <br /> soi t PEE1W LEV a I I ® I- I 2.0:: 6'-6yz' 2 0 I _ <br /> Lj <br /> � <br /> I I ALL FRAMING OR HARDWARE Z w <br /> I m NOT SHOWN OR SPECIFIED W <br /> I TO REMAIN UNCHANGED O <br /> Ll- <br /> HD HD F— z <br /> O <br /> 2STUB OUT4"MIN RAISED I-- <br /> STEM WALL RETURN <br /> EBAR 1a I STEP STEM STEP ^ y� STEJP0�\`J STEP fLR <br /> PLACES) STEP <br /> �T ob <br /> iS o O U <br /> PER \v Sa7.. y fir^ 18"O(3 PLACES) m I 0 <br /> STUB <br /> �7 L <br /> ATTACH 2x PORCH <br /> .. - -- — — — <br /> - WALLS DIRECTLY <br /> TO PORCH SLAB � <br /> PORCH- �— --- —_�_ <br /> ARECTLY S07 SLAB-ON-GRADE PER 12/S07 <br /> 2CH SLAB PORCH - <br /> ER12/S07 L----- — -- <br /> REFER TO ARCH'L <br /> SECTION D3814 FOR 1 SLAB-ON-GRADE <br /> FRONT PORCH S07 PORCH Q <br /> FOUNDATION <br /> CONSTRUCTION g <br /> REFER TO ARCH'L m <br /> SECTION D3814 FOR N <br /> FRONTPORCH <br /> FOUNDATION <br /> -41,. 1'-3" 10'-6y2' CONSTRUCTION a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' W o <br /> a ti <br /> O L <br /> W <br /> K <br />