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FOUNDATION PLAN NOTES: _ <br /> 1, a ratl¢shall be 4'thick:Slab shall be poureu ran mining Grenular Fill per�eoj¢cAnicaf Report.See ArvhTtaclural f- <br /> Drawings for Slab Ele b.h,Depression,and Slope raq.ir.—rht. 7' <br /> 2. Conslrucbon/Control Joint in Slabs are oPhi l but recommended 1.control cracking.When used,slab areas betwean joists shall W <br /> be approxim W,square atM 400-sf or less. <br /> 3, The Corilra 1.1 shall determine aGual footin 1e ions based on final gs$ F - <br /> g e grades and site conditions.Bottom of FooGn hall base[ N _Z <br /> on competent,properly graded bearing sail below Frosl Depth. <br /> 4, Anchor Bolts for Exterior SNtl Walls shall be in accordance with Pt-6 of the Shear Wall Schedule of 11S06,u,o.n. lL7 3 W <br /> - -0' 5. See 10/SO6 for Simpson to USP hardware conversion table. <br /> a iw <br /> v� LEGEND <br /> a+ <br /> SLAB-ON-GRADE <br /> v 9 SX X DETAIL CALL-OUT <br /> -- STOOP N�6'N� 24 rpi-xi ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 - <br /> /( 2a�j" <br /> I., —� SLAB-ON-GRADE PER PLAN NOTE 1 C�L <br /> - STUB OUT __ FZ-I <br /> REBAR,B" n r(--I, FOUNDATION WALL R;$ i <br /> L - (3 PLACES) L———JE I-, <br /> ----- P1-6— ———— —� RAISED FOUNDATION WALL <br /> - --..- ——— <br /> _ d <br /> — —--— — BEARING OR SHEAR WALL ABOVE <br /> Ili CL <br /> CRAWL SPACE POST BELOW A, r <br /> XX FOOTING CALL-OUT SEE 51S07 <br /> c <br /> 1lY 16 1B 18 I STEP STEP TOP OF STEM WALL ! <br /> rr <br /> ry li <br /> c <br /> F- <br /> i I I - <br /> c W <br /> I 1L J <br /> 2 W <br /> -- --- — IIfi I r -1 <br /> W <br /> (D <br /> _e sY I a Q <br /> W W <br /> W <br /> I I I I I <br /> I ' I I 1e 1e 11 - <br /> ' <br /> I II ® I I m <br /> I I <br /> I I I I F— <br /> Lu <br /> ? ALL FRAMING OR HARDWARE z W <br /> I NOT SHOWN OR SPECIFIED <br /> I TO REMAIN UNCHANGED O W <br /> I ' <br /> I LI_ <br /> I I HO HID <br /> (— O <br /> STUB OUT 24"MIN RAISED <br /> a' ) <br /> REBAR 18" STEM WALL RETURN <br /> STEP �� �.q� O y0 <br /> -{I ( .� STEP (3 PLACES) STEP h STEPI - 5N �\ U <br /> --- L <br /> -— z n- p <br /> r— ---� y <br /> > <br /> U14 OL — STUB OUT REBAR <br /> ,8(3 PLACES) o U)0y� L ATTACH 2,PORCH <br /> WALLS DIRECTLY <br /> r PORC 1 SLA&ON-GRADE ——— ———— —J TO PORCH SLAB <br /> DIRECTLY S07 .. PER 12/S07 <br /> CH SLAB PORCH <br /> :R 12/S07 L----- — <br /> REFER TO ARCH'L <br /> SECTION D3814 FOR SLAB-ON-GRADE <br /> FRONT PORCH S07 PORCH <br /> FOUNDATION S <br /> CONSTRUCTION k <br /> REFER TO ARCH'L m <br /> SECTION D38/4 FOR <br /> -" - 6'-9" 2'-5y" FRONT PORCH F <br /> }..: 1'-11" 1�3. ,0'5Y" FOUNDATION � <br /> CONSTRUCTION w <br /> EXTENDED FRONT PORCH OPTION-ELEV 'B' w o <br /> a N <br /> U I 2 J 8 S02B(M) <br />