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G <br /> G <br /> L.• <br /> -K <br /> LU >m <br /> l7irfj <br /> but <br /> Ua U a <br /> � wa <br /> U w <br /> 1 T 0" 13'-0" �m <br /> ch <br /> 2a/4" a� <br /> 4 SLAB-ON-GRADE <br /> 24> STOOP P1-6 vi s <br /> r — — ------- I � 1 <br /> STUB OUT <br /> 04 <br /> -REBAR - <br /> REBAR - n <br /> (3 PLACES) <br /> --———————— <br /> 1 as <br /> I ------------ <br /> se <br /> 1'.t <br /> I TMP S07 x <br /> o a <br /> 4� S07 I I TYP <br /> J L J L J L J L JI <br /> 2�-0, 8,�. g•-g" 6' 4. <br /> 2'_0„ <br /> I I I <br /> I I I I <br /> I I <br /> j U_ <br /> I I I LLI <br /> I I a 2a a t---- —--- <br /> _----J <br /> _ <br /> I I II I <br /> = e W > <br /> z6 I T J <br /> I �P- UJ <br /> i..-- m <br /> I I I I I I - <br /> 1I <br /> SLAB-OWGRADE I 2 I L j L®J PER PLAN NOTE 1 I_ S07 <br /> 2'-0" 18'-52'-0" (Et.EV VARIES) c <br /> I <br /> LiJ <br /> ALL FRAMING Or IIARDW�RE I Z w <br /> NOT SHOWN OR SPECIFIED Syr I O w <br /> TO REMAIN UNCHANGED I I ILL <br /> ---- FOUNDATION PLAN NOTES' <br /> rL 1 alb-on Gr e a a be 4 th ck la ahaH bee poureree�'li ngFdl potechn�Tftaport. earl Q <br /> HD HD Drawings for Slab Elevation Depress on and Slope requirements. <br /> g,_3„ 3.�„ Q z F- <br /> 24"MIN RAISED--- 11116 <br /> I I Iti�iUl --op: <br /> n �� 2 Consu'uctoNConlrel Joint n Slabs are optional but recomn tded to control cracking.VNten used.slab areas between joists shall <br /> STEM WALL RETURN S square REBAR 1F I I s�TNo I I y'��o so I I S e" I � be and aoo-arpr less <br /> . 0 � V <br /> SI FF ( PLACESI 3fEP gyp)v STEP �>v o STEM STEP <br /> — J ——.———————— —————— The Contractor shall determine actual fooling elevations based on final grades and site condaons.Bottom of Footings shall be set Z <br /> T — on compatan[properly graded bear ng so I below frost Depth O <br /> se <br /> r._--.. 1 --- — — , r— -------- ---------^ -- J a Anchor golfs for Exterior SWtl Walls shall Rene«ordance with PlE of the Shear Wall Schedule of 1rS06.u.o.n. � � F- <br /> 0 S �' 5. See 101So6 for Simpson to USP hardware ennvarslon table. O U <br /> �115 i STUB OUT <br /> , REBAR LL <br /> 0 <br /> 18"{3 PLACPER <br /> 0 <br /> ATTACH zxPORCH <br /> � I 13y607 LEGEND <br /> WALLS DIRECTLY L <br /> : I i — — — —— - (H=6'-6') � <br /> TO PORCH SLAB _— �. <br /> PER 12/S07 i_ 1 -ATTACH 2x PORCH <br /> -- SLA&ON-GRADE XX <br /> -w-_ S07 WALLS DIRECTLY DETAIL CALL-OUT <br /> -- — — �— _J PORCH TO PORCH SLAB SX.X <br /> PER 121S07 <br /> REFER TO ARCH'L � ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br /> SLAB-ON-GRADE / f/i \a SECTION D3814 FOR <br /> — PORCH / '•507 FRONT PORCH a <br /> FOUNDATION SLAB-ON-GRADE PER PLAN NOTE 1 k, <br /> REFER TO ARCH CONSTRUCTION m <br /> SECTION D3814 FOR L --1J FOUNDATION WALL N <br /> FOUNDAT <br /> FRONT PORCH F- <br /> CONSTRUICOTION '-"--'_ a-h,'. -- - --- 1•_3• 1'-11" 2'�Yz' RAISED FOUNDATION WALL a <br /> BEARING OR SHEAR WALL ABOVE <br /> 30'-0" <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' <br /> CRAWL SPACE POST BELOW <br /> 0 <br /> -0 FOOTING CALL-OUT SEE SIS07 W <br /> Y <br /> STEP STEP TOP OF STEM WALL <br /> 114"=T-0" 0 1 2 4 8 1 b S 0 2 B <br />