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0 <br /> FOUNDATION PLAN NOTES: <br /> 1. I on-Gra e s al 4 Ihm.Itfab shall be poured over Frae r fining�Flll per Geotechniwl Report.Sea Architectural 1-::± <br /> Drawings for Slab Elevation,Depression,and Slope requirements.a 7 <br /> 2. Construction/Control Joint in Slabs are optional but recommended to wntrol cracking.When used.slab areas between joists shall W Z <br /> be approximately square and 400-ef or less. 0 >O <br /> 2 2i <br /> s. The Conlrartor shall determine actual fooling elevations based on final grades and site wnd4lons.Bottom of Footings shall be set Q'N u` �.L <br /> on wmpetenl,properly graded bearing soil below Frost Depth. V i� = a <br /> fj 4. Anchor Bolts for Exterior Slud Walls shall be in accordance with P16 of the Shear Wall Schetlule of 1/S06,u.o.n. W Q 3 <br /> U„ 5. See 10606 for Simpson to USP hardware conversion table. Q a W-J <br /> L =w <br /> LEGEND m O <br /> m <br /> 2�, r <br /> XX DETAIL CALL-O.T <br /> Fy v SX.X <br /> SLAB-ON-GRADE ip <br /> ..�1.{ STOOP YS 7(4 ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 t/j <br /> 2 j" � SLAB-ON-GRADE PER PLAN NOTE I ,". <br /> 2 gyp' <br /> STUB OUT - ay <br /> REBAR 18".� FOUNDATION WALL W(3 PLACES) <br /> u' fie,,. -k RAISED FOUNDATION WALL <br /> _ I 0 BEARING OR SHEAR WALL ABOVE �7 -' <br /> 2, s <br /> I <br /> W <br /> i CRAWL SPACE POST BELOW <br /> FOOTING CALL-OUT SEE 51S07 — <br /> r <br /> STEP STEP TOP OF STEM WALL <br /> m 18 1B 1E e <br /> I I <br /> I <br /> W <br /> LL J <br /> W <br /> 2 <br /> 0 <br /> r<r^ <br /> W ; <br /> . . . <br /> W <br /> W <br /> 9 t I 211, 62 <br /> T—A 2,_0„71 <br /> ry <br /> w <br /> r� Z 2 <br /> ! - I W <br /> ALL FRAMING OR HARDWARE <br /> m NOT SHOWN OR SPECIFIED O W <br /> I I TO REMAIN UNCHANGED LL <br /> I I L O <br /> iH I <br /> I D HD I r z <br /> 24"MIN RAISED (— <br /> FSTEI WALL RETURNF3'-",— <br /> #poov- <br /> OI 'BARUB TQSTEIv: STEP. STE J q� �\ STEP (3 PLACES) STEP I--- -- -------- Z z � <br /> _. o <br /> iov - ----STUB OUT REBARy -- 1 B"(3 PLACES) b LL 0 <br /> -- ;�. I.'. I ATTACH 2.PORCH i� <br /> —— — — — I WALLS DIRECTLY <br /> 2x PORCH- , <br /> L——— __— —�- TO PORCH SLAB ! <br /> )IRECTLY S07 SL46-ON-GRADE _; I PER 12/S07 <br /> ¢CH SLAB PORCH <br /> ER 12/S07 — — — — — <br /> REFER TO ARCH'L <br /> SECTION D3814 FOR SLAB-ON-GRADE <br /> FRONTPORCH S07 PORCH ¢ <br /> FOUNDATION k <br /> ! CONSTRUCTION REFER TO ARCH'L m <br /> SECTION D3814 FOR of <br /> FRONT PORCH <br /> FOUNDATION <br /> CONSTRUCTION w <br /> a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' <br /> o <br /> tz <br /> I <br /> 0 1 2 4 8 16 <br /> S02A(M) <br />