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FOUNDATION PLAN NOTES: <br /> 1.Slab-an-Grade shall be 4"thick.Slab shall be poured over Free r fining Granular Fill per Geotechn al Re2orL ee Architectural <br /> Drawings for Slab Elevation.Depression,and Slope requirements.a <br /> J <br /> 2. Construction/Control Joint in Slabs era optional but recommended to control cracking.When used,slab areas between joists shall <br /> be aPproxiinataly square and 400-sf or less. <br /> 3. The Contractor shall determine actual footing elevations based an final grades and site Wndibdns.Bottom of Foolings shall be set <br /> an compaun-L properly graded bearing sail below Frost Depth. w= <br /> V <br /> 4. Anchor Bolts for E#enar SNd Walls shall be in accordance wish P1-6 of the Shear Wall Schedule of i/S06,u.o.n. 4.= z >i <br /> ...-...._. _D. 5. See 10/SO6 for Simpson to USP hardware conversion table. d e <br /> =w <br /> H <br /> LEGEND m� <br /> q 2�" <br /> 0P SX X DETAIL CALL-0UT <br /> SLAB-ON-GRADE ' <br /> - STOOP �6+ 24 rP1- ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF i/SO6 <br /> 2sY SLAB-ON-GRADE PER PLAN NOTE 1 <br /> z <br /> STUB OUT - - <br /> REBAR 18" - L( J FOUNDATION WALL <br /> 0 <br /> (3 PLACES) L4t a <br /> _——— _—— ——— RAISED FOUNDATION WALL <br /> 4'. <br /> BEARING OR 81 EAR WALL ABOVE V <br /> 1 <br /> I I I - 1 <br /> - - CRAWL SPACE POST BELOW T. <br /> X% FOOTING CALL-OUT SEE 6/S01 <br /> I I <br /> STEP STEP TOP OF STEM WALL <br /> Sibs !� <br /> ILL <br /> � I I <br /> I �1 <br /> W <br /> LLJ <br /> I I J <br /> 0.. 4.-4" Z._1Ys� 2�_Q„ T <br /> -- -- fir — Ir �I - y� < <br /> n <br /> I I I Ia O OZ I I II <br /> 6'-6Y2" a Q <br /> ui <br /> LIJ <br /> I I I <br /> T W <br /> I I 1s 1a I I <br /> I ® I <br /> I I I I <br /> W <br /> of <br /> - z <br /> ALL FRAMING OR HARDWARE <br /> W <br /> n NOTSHOIN WN OR SPECIFIED O <br /> TO REMA UNCHANGED I W <br /> LL <br /> - HD HD ~ O <br /> I3'_8'• 6'-3' I <br /> I �^ I STUB OUT 24"MIN RAISED Q <br /> - I 3" p'`py03 fREBAR 18" I STEM WALL RETURN <br /> STEP L y y STEP 5ZS �\ <br /> L' STEP (3 PLACES) STEP V <br /> ---- ---- - - �- --- - i z d z <br /> -- —� I --- -- - _ sr Z O <br /> _--_ ,�-2•yo ..�- -L I STUB OUT REBAR M - U <br /> A —— <br /> 18"(3 PLACES) '. o LL (n <br /> ATTACH 2X PORCH Q. <br /> WALLS DIRECTLY <br /> x PORCH- 1 TO PORCH SLAB <br /> DIRECTLY S07 SLAB-ON-GRADE _ PER 12/S07 <br /> CH SLAB PORCH <br /> R 12/S07 L----- -- --- <br /> REFER TO Al <br /> SECTION D38/4 FOR 1 SLAB-0N-GRADE - <br /> FRONTPORCH S07 PORCH <br /> FOUNDATION <br /> CONSTRUCTION <br /> REFER TO ARCH'L op <br /> m <br /> SECTION D38/4 FOR y <br /> FRONT PORCH I- <br /> 1D'6Y" FOUNDATION ¢ <br /> CONSTRUCTION w <br /> U' a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' w o <br /> I ¢ a <br /> o ; <br /> w <br /> m <br /> 0 1 2 a g fig S02B(M) <br />