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G <br /> �m <br /> W <br /> l7 SG <br /> �r Kz <br /> Lit ` n= <br /> Ul r w5 <br /> - - 30•-0•' a =w <br /> I- <br /> 17'-0" <br /> 2 1 <br /> Q SLAB-ON-GRADE <br /> 24 STOOP <br /> — <br /> 2�•, <br /> STUB OUT <br /> REBAR 18" I Ei <br /> (3 PLACES) <br /> M <br /> --------------- <br /> Pt-6 I% 18 1a to I I 3 <br /> sT V� <br /> 2•A• 4,�,. 4._6. 2'_0" <br /> II II <br /> I I I <br /> T. <br /> I I 1 1 pf ASNry <br /> TYP I so7 0 <br /> I I o 4 <br /> 4 " S07 I TYP <br /> I 8 t8 18 Q�Q 8 8 66\4 <br /> .uui 14"' <br /> Tom— J L J L J -L�GJI I <br /> I I I I F- <br /> - <br /> I LL <br /> y _ = w <br /> LO O <br /> - I <br /> e <br /> -� i � 7 U` <br /> ----- P1.6 -- I O O <br /> IA- <br /> F- <br /> I a5 4 W <br /> I �o 'So^ I I : w <br /> w <br /> I j I 1s 1a I I I I <br /> —_ SLAB-ON-GRADE 2 <br /> PER PLAN NOTE 1 I . I SO7 <br /> T-0" 6'-SY" (ELEV VARIES) I _ <br /> w <br /> �L.FRHMING OR HARD4'vARE' I I : w <br /> T SE. , ORSPECIFIED LLI <br /> REMAIN UNCHANGED <br /> FOUNDATION PLAN NOTES LL• <br /> HD HD I Slab-on-Grade shall be 4 thick.Slab shaft be poured over Free D aimng Granu ar F ll per Geotechr cal Repom See Architectural O <br /> • Draw ngs for SWb Elevation.Depress an,antl Slope requ remants. <br /> 24"MIN RAISED STUB GUT—I �N "N - - 2 Gonslruc(orv'Contml joint n Slabs are optional but recommended to control craclting.When used,slab areas between joists shall Q <br /> STEM WALL RETURN S I - I <br /> REBAR 18' y ly r��"f, r-'? g" be apProzimately square and 400.sf or less. <br /> —J q I I No No U <br /> STEP (3 PLACES) I STEP Sp q STEP a�r o r .STEP STEM STEP <br /> I — 3 The Conuacmr sha detemine actual tooting elevations based on final grades and site conditions.Bon—of Footings shall be set Z Z <br /> _ on come property graded bearing so I below Frost Dept O <br /> — — — — 1 - ——————— —————^ —— J 4. Anchor Bolts for Exterior Stud Walls shall be accordance with P1�6 of the Shear Wall Schedule of 1/806,u. <br /> o.n. <br /> �J <br /> 4T0'l I Pi-2 <br /> 5�1\5� I Sy 3 Op `4 5 See 101S06 for Simpson to USP hartlware conversion table O <br /> STUB OUT REBAR r2'O S07 A� P- <br /> I 16"{3 PLACES) - —— — I No> 9 PER <br /> LL <br /> to ATTACH 2x PORCH I L. 131S07 LEGEND <br /> WALLS DIRECTLY I — — — -- 1-2 (H=5•-8") <br /> TO PORCH SLAB -ATTACH 2x PORCH <br /> PER 12/S07 - --.� SLAB-ON-GRADE SOt WALLS DIRECTLY <br /> PORCH TO PORCH SLAB <br /> X DETAILCALL-OUT <br /> / PER 121S07 © ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 <br /> SLA&ON-GRADE / �1 \ REFER TO ARCH'L <br /> �� SECTION D3814 FOR <br /> PORCH / .�J FRONT PORCH <br /> FOUNDATION SLAB-ON-GRADE PER PLAN NOTE 1 <br /> REFER TO ARCH'L CONSTRUCTION _ m <br /> SECTION D3814 FOR L�J FOUNDATION WALL N <br /> PORCHFIR NT F <br /> FOUNDATION 2'-SYx" W-N, <br /> (— .'''� RAISED FOUNDATION WALL <br /> CONSTRUCTION -"--- ffi <br /> I 30'4" (� <br /> BEARING DR SHEAR WALL ABOVE <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' g <br /> -- H: <br /> CRAWLSPACEPOSTBELOW <br /> 0 <br /> O FOOTING CALL-OUT SEE 5/S07 Ltl <br /> Q: <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 43 O 2 B <br />