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G <br /> W <br /> L9 a <br /> �m = <br /> U a` <br /> 30'-0„ <br /> a 1� <br /> m <br /> Q SLAB-0N-GRADE <br /> 24 P STOOP T- py rn <br /> STUB OUT <br /> REBAR 18" - <br /> W<- <br /> (3 PLACES) I <br /> ——— ------- -- 'Z'§— <br /> IF <br /> ---- ——— --- JL J L®J L1JI 2 <br /> ' I I <br /> T' <br /> I I 1 of nsN y'rj7 <br /> I I T1'P <br /> TYP I S07 I I <br /> S to ,e " <br /> 2-0.. 6'-6" 6'-6" <br /> I <br /> I I I I <br /> I I I I <br /> I LL <br /> I T w <br /> L ----ry <br /> e za ,a F ----- — —J 7 (� <br /> I � L <br /> ————— Pis ——— O O_ <br /> F— <br /> I s'-sY° 13.0" F <br /> I I N� <br /> I I o Sg I LU <br /> —a <br /> I �2 W <br /> I I I I I <br /> I Ir <br /> — SLA&ON-GRADE 2 <br /> i. L J L®J I -I PER PLAN NOTE 1 S07 <br /> I 2'-O'�6'SY"-�K2-0 I (ELEV VARIES) � <br /> W <br /> 1 <br /> ALL FRAMING OR HARDV+ARE <br /> NOT SHOWN OR SPECIFIED - I I I ,> I O W m I TO REMAIN UNCHANGED <br /> _ <br /> I I - I FOUNDATION <br /> iade LAN 4OTES Slab shall be L.L <br /> poured F Draining n ng Granular Fill per Geotechnical Report. Archdedural Z O <br /> I 3" HD 3$ HD( i Drawings for Slab Elevation,Depression,and Slope req t. } <br /> 24"MIN RAISED Q <br /> I UB OUT >� P 2 Cons(rud oNConlml Joint n Slabs are optional but recomme detl to onvd crack ng When usetl slab areas be weer joists shall <br /> STEM WALL RETURN S I I <br /> REBAR 1 G 7 Th, s S �-a y I a.. be approximately square and 400-sf or less <br /> STEP (3 PLACES STEP i �S 07 :, I N O - Cp O I I - J U <br /> o o�� .STEP STEM STEP— _--— --+ , — p)4� I LTEP —v T ——v J — ———————— ——_ _ — 3. The Contractor shall determ�e actual tooting elevators based on final grades ands to cone it ons.Bottom of Footings shall be set 7 <br /> I T , " ,._....„ — on competent,properly graded bear ng soil below Frost Depth, ` L,�� Z <br /> r-- -------- ---------- -- - 4. Andtor Boffs for EMeror Stud Walls shall Gen accordance wth PI-6 of the Shear Wall Schedule of VS06,ii-n. O <br /> J <br /> ^ O5. See 10fSA6 for S'mpson to USP hardware conversion table U <br /> STUB OUT REBAR Z ' <br /> - 18"(3 PLACES) .. —— — '. �'po'r �7 h~� PER <br /> io ATTACH 2x PORCH r 13/807 I LEGEND <br /> WALLS DIRECTLY <br /> TO PORCH SLAB <br /> 1 ATTACH 2x PORCH 7 <br /> PER 12/807 ( - SLAB-ON-GRADE S07 WALLS DIRECTLY <br /> _ -- _- PORCH TO PORCH SLAB SX.X DETAIL CALL-UT <br /> PER 121507 <br /> REFER TO ARCH'I- ®-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11S06 <br /> SLA&ON GRAO� —-- SECTION D38/4 FOR <br /> PORCH '`U� FRONT PORCH SLAB-ON-GRADE PER PLAN NOTE t k <br /> �r FOUNDATION <br /> REFER TO ARCH'L CONSTRUCTION <br /> SECTION D38/4 FOR r <br /> FRONT PORCH LOJ FOUNDATION WALL h <br /> FOUNDATION 2'-SY" 6'-g" 15'-3" ~ <br /> CONSTRUCTION _--— 70-5 -- y-3^ 2 'sT t RAISED FOUNDATION WALL W <br /> 30'-0'• 0 BEARING OR SHEAR WALL ABOVE a <br /> EXTENDED FRONT PORCH OPTION-EL EV.'R F N <br /> CRAWLSPACEPOSTBELOW <br /> JB <br /> %X FOOTING CALL-OUT SEE 5/S07 W o <br /> K <br /> STEP STEP TOP OF STEM WALL Vsl"=1'-0" 0 1 2 4 8 16 S 0 2 B <br />