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U <br /> FOUNDATION PLAN NOTES: <br /> lab-on-Grades al 4" D Slab shall be poured aver Free Draining Granular FIII per <br /> awi Geotechmwffieport:S e•4rchrteclural <br /> Drngs far Slab Eleretion.n,Daepression,and Slope requirements. o <br /> J•. <br /> 2. Construction/Control Joint in Slabs are optional bur--ended to control cracking.When usetl,slab areas between joists shall <br /> W <br /> be dpproximarely square anal 400-sf or lass. 0 � =G <br /> 3, The Contractor shall determine aclual footing elevations based on final grades and site—chbons.Sadom of Foobngs shall be set a'V IF <br /> on competent,properly graded bearing soil below Frost Depth. <br /> Q <br /> 4. Anchor Bolts for Exterior Stud Wells shall be in acwrtlance with P1-6 of the Shear Wall Schedule of 1/S06,u.o.n. 4.O i w <br /> pson n <br /> 8. See,0/SO6 for Sim to USP hardware conv'rsion fable. <br /> LEGEND < w w <br /> 0 70 Li <br /> r: a <br /> mm <br /> z'/.° <br /> DETAIL CALL-OUT <br /> SLAB-ON-GRADE 9 <br /> --L' STOOP N�6'Nm 24 P1_X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1IS06 <br /> SLAB-ON-GRADE PER PLAN NOTE 1 z q'. <br /> STUB OUT <br /> L; u REBAR 18" W 7L FOUNDATION WALL 9 <br /> . (3 PLACES) ( 1 <br /> RAISED FOUNDATION WALL <br /> — ——— —— — ——— <br /> I >--' r" I 0 BEARING OR SHEAR WALL ABOVE 72 <br /> --- -- ——————————— <br /> - CRAWL SPACE POST BELOW .�� I,•jj <br /> OFOOTING CALL-OUT SEE 6/S07 <br /> STEP STEP TOP OF STEM WALL <br /> o 1 <br /> V III J <br /> i I <br /> I 1 <br /> ♦- <br /> LLI <br /> I I <br /> J <br /> W <br /> — --- 2I0 as 211Yz" 2'-0 Q <br /> ._--_ L_J JL J �Q �/ �al� <br /> v e <br /> [ <br /> I I I I <br /> ui > <br /> I I I 1 T w <br /> r I I I m <br /> I I I I <br /> I I I I <br /> uJ <br /> I z uj <br /> I ALL FRAMING OR HARDWARE L1J <br /> I I - NOT SHOWN OR SPECIFIED > <br /> O <br /> TO REMAIN UNCHANGED W <br /> LL <br /> HD HD i O <br /> - 3'-8"TA <br /> 5-3' <br /> I I STUB OUT 1 24"MIN RAISED Q < F- <br /> REBAR,8" <br /> p� STEM WALL RETURN Z Z <br /> TEP STEM - - STEP I I 0���\GSTEP .AP \� STEP (3 PLACES) STEPUTE <br /> .. -- L- -------- <br /> - O <br /> LIy _... -__ .--- --_ -� r- - - - - 1-' <br /> ` o P1-2 7jso;4 O U <br /> ?yo STUB OUT REBAR (] <br /> PER \P 5�ro� —— 18"(3 PLACES) o LL <br /> (Q <br /> �r,---- 13/S0 --. ATTACH 2.PORCH e <br /> —__. <br /> WALLS DIRECTLY <br /> xPORC i L--_ _--_--J ' <br /> TO PORCH SLAB <br /> DIRECTLY g07 SLAB-ON-GRADE PER 12/S07 <br /> CH SLAB PORCH - <br /> iR12/S07 L---- --S --- <br /> REFER TO ARC <br /> H'L <br /> ECTION D38/4 FOR 1 SLAB•ON-GRADE <br /> FRONT PORCH S07 PORCH k <br /> FOUNDATION <br /> CONSTRUCTION REFER TO ARCH'L m <br /> SECTION D38/4 FOR <br /> ab <br /> --- -_--- --- - 6'-g" 2--%" FRONTPORCH I- <br /> 1'-11'• FOUNDATION 2 <br /> 10-bYz CONSTRUCTION w <br /> a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' w o <br /> o s <br /> w <br /> -o" G , 2 4 8 16 <br /> S02B(M) <br /> v4°=r <br />