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C <br /> F� <br /> ;U <br /> W rZ <br /> uJ �x <br /> Up <br /> 30'0" <br /> a =_ <br /> 17'-0" 13'-D. V!-• <br /> AV <br /> m� <br /> J. <br /> 2aY4" T <br /> Q. SLAB-ON-GRADE <br /> 24 STOOP <br /> i <br /> k F- ------------ <br /> 23/," I ------ -----� 7�-1 <br /> STUB OUT I - W <br /> REBAR 18" <br /> (3 PLACES) I W <br /> P145 I 1B 18 18 „Zy <br /> �I I ®J L®J I :J L k— Z <br /> -------------------- 2'-D. 4'-6,. 4•-5" 2•-9. I - <br /> W = <br /> II j I <br /> n TYP I smPET <br /> 0 4 <br /> I I � I I TYP <br /> I e B B Q�� a S07 B I ` u1w o'S� <br /> ctau y ' <br /> L J L J L J L J L J �• I '•, <br /> 2'-0•, <br /> I <br /> I I I I <br /> i-� _ <br /> LL <br /> LU <br /> 1 2 4' 2'- 4'�" 2'-0, I 0— Q <br /> 18 24 1B j i L-- —_—_ J I p, Ut <br /> _O I' <br /> I 6 SM." 13'D„ < <br /> J <br /> LLJ <br /> I I I I I I Q <br /> I I I I I I - <br /> I I 1e is I I I <br /> 0L JI I ® I I <br /> II E <br /> PER PLAN NOTE 1�L2J- I I <br /> S07 <br /> (ELEV VARIES) I - I <br /> I I F- <br /> I I W <br /> I I I I IItsI W <br /> ALL FRAMING OF I,',Ll iAHc I Z W <br /> NOT SHOWN OI S IFIED O <br /> TO REMAIN UN HANGED <br /> ILL 1 FOUNDATION PLAN NOTES: <br /> Li- <br /> HD HD 1 a-on- ra a sal e4 thick, Tab-.F2 1baporedoe F Draining urn Flier Geot h<al R p�.See Architectural Q <br /> Drawings for Slab Elevation Depress on and Stopo requirem t. <br /> 24"MIN RAISED. I 5'-3" 3'-8" Q ` <br /> UB UUl -- iv <br /> N� 2 C-struct o VControl Joint ni Slabs a'e optional but recomma ded to control cracking.When used slab areas between joists shall 4=1 <br /> STEM WALL RETURN ° SQ <br /> -� REBAR IS" I lh, , >.f, B•• be approMhmalely square and 400.s1 or less <br /> STEP (3 F'LALE�i I STEP ��Sp��q STEP Oq No0 STP - STEM STEP 3 The Contracmrsnall determine actual fooling elevations based on foal des and cons Cons Bonanot Footings nil be set z /'1 <br /> ---- _ R L- - -- -------- geealons grades g-.aa L1� Z <br /> -- -- - -- : — on competent properly graded bearing soil below Frost Depth. O <br /> er m <br /> -- ----- <br /> --- <br /> ———— — —— —— J 4, Anchor Bolts for Ezter or Stud Walls shall ben accordance with P 1-6 of the Shear Wall Schedule of'I/SO6,u.o.n. <br /> ____ I- <br /> �t NJ. 3 'P iq 5. Sea 10/SO6 for S'mpson to LISP hardware convershon table. <br /> STUB OUT REBAR '-0 S07 14A P O <br /> 18"(3 PLACES) —— — so'v y PER LL U) <br /> ATTACH 2x PORCH-� 1 _ 13/S07 LEGEND <br /> WALLS DIRECTLY — — — —— (H=5'-6") — <br /> TO FOR SLAB L <br /> PER 12/S07 _._ BLAB-ON-GRADE 1 -ATTACHIR PORCH <br /> WALLS DIRECTLY SX X DETAIL CALL-OUT <br /> TO PORCH SLAB <br /> PER 12/S07 <br /> / REFER TO ARCHT ANCHOR BOLTS FOR SHEAR WALLABOVE PER SCHEDULE OF 1/S06 <br /> SLAB UN-GRADE / SECTION D3814 FOR <br /> PORCH J FRONT PORCH <br /> -""""'"'--'- FOUNDATION SLAB-0N-GRADE PER PLAN NOTE 1 <br /> / <br /> REFER TO ARCH --� CONSTRUCTIONm <br /> _--_� <br /> SECTION D3814 FOR L( J FOUNDATION WALL rn <br /> FRONT PORCH t_ <br /> FOUNDATION Ely� <br /> 6'-B" 15'-3" RAISED FOUNDATION WALL <br /> CONSTRUCTION ___.—..�,,r.:..._ 1'-3., 2'-4Yz' w <br /> (—� BEARING OR SHEAR WALL ABOVE a <br /> EXTENDED FRONT PORCH OF-i l-I'd-ELEV.'A' <br /> CRAWL SPACE POST BELOW <br /> 0 <br /> O FOOTING CALL-OUT SEE 5/S07 > <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> 14•,_,,.D•, 0 1 2 4 8 16 S 02A <br />