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j <br /> FOUNDATION PLAN NOTES: <br /> 1, 9ab- sal a "thick.Slab mallbe poured over `Draining Vranular�il par Gaotechnical effort.Sae Ascnitaclural <br /> Drawings for Slab Elevation,Depression,and Slope requirements. <br /> '. <br /> 2. Constndion/Control Joint in Slabs are optional but recommended to control cracking.When used,slab areas between joists shall W r z <br /> be approximately square and 400-sf or less. U =G <br /> 3. The Comractor shall determine actual footing elevations based on final grades and sit.conditlons.Bottom of Footings shall be set W i W <br /> on competent,properly graded bearing soil below Frost Depth, 2 <br /> U0 E ,,n <br /> 4. Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of 1/S06,u.u.n. >7 <br /> _ a w <br /> Q d <br /> 0„ 5. See 10/S06 for Simpson to USP hardware conversion table, w� <br /> a =w <br /> LEGEND m <br /> m <br /> v@ <br /> F� <br /> SL48-ON-GRADE N <br /> Y SX.X DETAIL CALL-OUT <br /> [�. STOOP "Il 24 <br /> —I ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 A <br /> - <br /> i/ L 2 e" SLAB-ON-GRADE PER PLAN NOTE 1 <br /> z ,= <br /> srue our <br /> REBAR 18" L�J FOUNDATION WALLE1111,1114 <br /> (3 PLACES) <br /> n <br /> RAISED FOUNUA I ION WALL .- ,z <br /> BEARING OR SHEAR WALL ABOVE � Z <br /> CRAWL SPACE POST BELOW <br /> •r.44 <br /> FOOTING CALL-OUT SEE 5/507 � e;, di:I Niy. <br /> STEP STEP TOP OF STEM WALL <br /> I ® I 4ZYz <br /> r; <br /> I <br /> OO w <br /> J <br /> I r W <br /> I Z <br /> O <br /> tl <br /> W W <br /> I J <br /> I I I W <br /> I I I I - <br /> " <br /> ® I I�� <br /> ry <br /> zl-o" s-sY2 2'-D•- <br /> W <br /> I ALL FRAMING OR HARDWARE z W <br /> O <br /> I m NOT SHOWN OR SPECIFIED W <br /> I TO REMAIN UNCHANGED <br /> q rr <br /> HD HD Z O <br /> s'-3" I I � I I � <br /> P P <br /> 24"MIN RAISED <br /> REBAR 18" <br /> STUB OUT STEM WALL RETURN — <br /> c' STEM STEP '; L y��� ,, STEM ygT�,x�\`J�� STEP L T (3 PLACES) STEP I �7 z y --- --__— — — L <br /> a'TOcJ,� STUB OUT REBAR M I I <br /> L 6 — —._ I 18"(3 PLACES) <br /> L' ATTACH 2x PORCH <br /> WALLS DIRECTLY <br /> ex PORC , I I_—.— —_—_ w. TO PORCH SLAB -� <br /> )IRECTLY S07 SLA&ON-GRADE I I PER 12/S07 <br /> 2CH SLAB PORCH - <br /> I ER 121S07 — — — — <br /> REFER TO ARCH'L <br /> SECTION D38/4 FOR 1 SLAB-ON-GRADE <br /> FRONTPORCH S07 PORCH k <br /> FOUNDATION <br /> CONSTRUCTION REFER TO ARCH'L m <br /> SECTION D38/4 FOR <br /> FRONT PORCH I- <br /> - 6'-g" 2'-5 i' FOUNDATION � <br /> 10-5yz CONSTRUCTION a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' F <br /> z <br /> i.. 0 , 2 4 B 16 <br /> S02A(M) <br /> I <br />