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0 <br /> w <br /> to m <br /> W >z <br /> tt� G z <br /> w w= <br /> Q <br /> Ua <br /> U --j <br /> a wJ <br /> x= <br /> o� <br /> mm <br /> SLAB-ON-GRADE <br /> STOOP Q <br /> 1 <br /> I r - <br /> PLACES)STUB OUT <br /> REBAR <br /> f' S07 <br /> ¢ J I TYP <br /> �¢ nP T. <br /> I $07 N h of,ASH; <br /> I ¢ I <br /> Lid <br /> ® I I ® I I I I ® I I ® 11 I I <br /> L J L J L J L <br /> I 18 1B 18 18 18 <br /> N I r I I i I <br /> �M� _ <br /> 3s� I d W <br /> I LL <br /> LU <br /> rI <br /> ® -L��J L -- -- _-JJ- - 2'-0" Ty <br /> _- -- -— <br /> IIt I I I I I I I Z t <br /> Z <br /> l � I O <br /> I +J <br /> 2"l_1"0„ s'-eYz,�2,_0l., 2.6,. ,Byi V J ] <br /> I_ I W <br /> J <br /> W <br /> I I` SLAB-ON-GRADE I <br /> 18 18 I PER PLAN NOTE 1 <br /> (EL <br /> EV VARIES) 2 <br /> i I $07 <br /> ALL FRAMING OR HARDWARE - <br /> NOTSLy- <br /> HOWNORSPECIFIED I I I I z W <br /> TO REMAIN UNCHANGED <br /> � � I <br /> o_ �. - • I FOUNDATION PLAN NOTES: r a c ni a ILL. <br /> a be 4 c la shelf e poure over rea ra n ng Granular pe a to w sport. mh lecture) z <br /> I : ( Draw ngs for Slab Elevation Depression and Slope requ rements. <br /> STUB OUT I 2J STEP I- STUB OUT STEP I 1 I - t`r - T <br /> 2. Const'ucConlControl Joint n Slabs are optional but recom nentled to control cracking.When used,Slab areas between joists shall Q <br /> REBAR 18" RAISED STEM REBAR 18" L—h -i 38 be approx mately square and 400 sf or less. <br /> —— WALL F.3TURN 36 STEM . STEP LI <br /> L—(3 PLACES) J L—(3 PLACES) — J <br /> - _ - - -— z .. <br /> : _ 3. The Connt e^torpsh 11 c graded bearingllf sot)below Frost Depth on final grades ands to conditions.Bottom of Footings shall be set Z <br /> --- _ ——— <br /> on cam t t — <br /> I —— 4. Anchor Bolts for Exlenor Stud Walls shall be in accordance with P1-8 of the Shear Wall Schedule of 1/506,u.o.n. O O <br /> PER 5� 5. See 10/S08 for Simpson to USP harchvare conversion table. Q <br /> 3/807 <br /> (H=4'-O") LEGEND <br /> I <br /> L— PORCH .. -. e L > <br /> — — i,8Y ABA44Z POST <br /> ABA44Z POST xX <br /> BASE PER 15/S07 1 BASE PER 15/S07 X DETAIL CALL-OUT <br /> --------- ---- ATTACH 2x PORCH WALLS :� <br /> S07 HD <br /> 1 DIRECTLY TO PORCH SLAB z <br /> " SLAB-ON-GRADE ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF I/SO6 <br /> PER 12/1307 REFER TS ARCH'L SECTION <br /> PORCH <br /> S07 REFER TO ARCH'L SECTION D38/4 FCR°RONT PORCH HD 4 <br /> D38/4 FOR FRONT PORCH FOUNDATION CONSTRUCTION 1 p-By„ 15'-3" 2'-OY." SLAB-ON-GRADE PER PLAN NOTE 1 <br /> 10'-eY" FOUNDATION CONSTRUCTION 2'-0y4 m <br /> r.-.:-- <br /> 30'-0" FOUNDATION WALL rA <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' <br /> RAISED FOUNDATION WALL W <br /> a <br /> BEARING OR SHEAR WALL ABOVE <br /> W <br /> CRAWL SPACE POST BELOW <br /> OFOOTING CALL-OUT SEE 5/507 <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S02A <br />