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S <br /> W <br /> �r <br /> c =G <br /> Ur ' a T <br /> li � coy <br /> U �J <br /> a w <br /> 2= <br /> SLAB-ON-GRADE p <br /> STOOP m m <br /> a, <br /> t.. <br /> r------- ——— -- — <br /> . . <br /> STUB OUT 5'7 <br /> REBAR 18" I Z R <br /> (3 PLACES) .- I <br /> :,' I . <br /> W <br /> I W t-a <br /> TYP <br /> I I I I <br /> 64Yi' 6-1" W-0" 2'-0 I T. <br /> np <br /> I I ,OF <br /> 4 <br /> S07 �oM <br /> I I to 1e O I _ d <br /> F —I <br /> -L L—_J - L 11 <br /> m I I <br /> W <br /> ® I ® I I <br /> z ^------ ----- <br /> W <br /> Z <br /> �-- ----- I I _ Q <br /> 0'4Yz" <br /> H I <br /> I I I z" r <br /> { I Z <br /> -----I 19 18 \ `- - S07 ` W <br /> w LU I � - - - i W-® L� II ® I I ® II I "' I <br /> L J L J ) SLA&ON-GRADE <br /> PER PLAN NOTE 1 I_ <br /> L41�% <br /> (ELEV VARIESALL FRAMING OR HARDWARE 2'-0 ' ,4'-1 a/q 2'-0 " �' <br /> NOT SHOWN OR SPECIFIED \ ,I <br /> TO REMAIN UNCHANGEDso <br /> STUB OUT STEP ( I STUB OUT I W <br /> REBAR 18" REBAR 18' � � STEP I <br /> (3 PLACES) ——_. ". (3 PLACES) I - I w <br /> STEP I 4 STEP v FOUNDATION PLAN NOTES: <br /> ITZIO LL <br /> L—— I 3 I 1. Slab-on 2de shall be 4-th ck.Slab$el e�poured over Ve¢DrB ning�laranNar FIII per�eotechnical Report.See Architectural O <br /> L - — — ——.J ATTACH 2x PORCH WALLS <br /> S07 Draw ngs for Slab Elevation Depress on and Slope requirements <br /> STEP I I °. STEP DIRECTLY TO PORCH SLAB `I Z <br /> *I --- __--- L <br /> ,2/S07 ———— -——— J 2 Construct on/Conucl Joint in Slabs are Optional but recommended to control cracking When used slab areas between _ <br /> p - -_ ———_ —— —1 2 — L _.PER— —— Ijoists shall I— <br /> > be approx innately square and 400-sf or less Q � i <br /> ——— — — 3. The Contractor shall detenn'ne actual footing levatons based o,final grades and site conditions.Bottom of Footings snall be set <br /> 0 5 \ro v p,` -------- oncompetem e z Z <br /> to <br /> I �t^yo — properly graded bearing foil below Frost Depth. O <br /> � I <br /> 2•_9„ —— —- —--_�.�- SLAB-ON-GRADE — — 4. Anchor Bolts for Extedor Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of 1/506,u.o.n. I. <br /> D �— PORCH ^2,9„ SLAB-ON-GRADE 5. See 1U/S06 for Simpson to USP nardware conversion table. O U <br /> -ATTACH 2x PORCH WALLS v 1 PORCH 0 0 <br /> DIRECTLY TO PORCH SLAB HD S07 (n <br /> ——— —— 4.4Yz"1-10Y2" � PER 12/807 REFER TO ARCH'L SECTION LEGEND <br /> 1 �� 5'-7Y" 6'-8" D38/4 FOR FRONT PORCH --- <br /> S07 ----- REFER TO ARCH'L SECTION FOUNDATION CONSTRUCTION <br /> 2'10Y( g,5„---— 038/4 FOR FRONT PORCH 8'-1" 3'-8" 15'-3" i'-SY" SX X DETAIL CALL-OUT <br /> FOUNDATION CONSTRUCTION <br /> 1 SY 1-X I 30'-0" <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 <br /> EXTENDED FRONT PORCH OPTION_--ELEV.'B' <br /> SLAB-ON-GRADE PER PLAN NOTE 1 k <br /> to <br /> LOJ FOUNDAIION WALL N <br /> RAISED FOUNDATION WALL 2 <br /> W <br /> 0 BEARING OR SHEAR WALL ABOVE o_ <br /> CRAWL SPACE POST BELOW o <br /> OFOOTING CALL-OUT SEE 51807 W o <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S 02 B <br />