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MIN (3) - Sd TOENAILS MIN (3) - 8d TOENAILS <br />JOIST TOSILL- <br />[n ELK TO SILL <br />FIR SHEATHING wl <br />10d @ 4a TO F"RMG & 8LKG <br />JOISTS <br />2x TIGHT -HT BLACKS @ 48"a <br />JOISTS FON WALL FOR (2) FULL JOIST SPACES <br />D=EL___ <br />DEILARALLEL�� <br />'-21-0 SHALL BE HOT -DIPPED GALVANIZED WHEN IN CONTACT WITH P.T. LUMBER <br />FTC FOUNDATION WALL TOP CONNECTIONS <br />N.T.S. F•('CA <br />FTC FTC <br />(i) #4 w� n P.T. SILL PLATE #4 CDNT @ 48"a w) <br />TOP12"OFWALL &A8. (1) wM <br />TOP 12" OFF WALL <br />8' U.N.O. CONIC SEEM WALL <br />CTRD ON FIG, U.N.O. B" � <br />a #4@48 <br />VERTS CORNERS & FINISH GRADE � 8'-0" MAX <br />;fl <br />4'-0"MAX INTERSECTIONSw�/�iz FOR 8"MIN <br />16" MIN 2'-0" <br />SID HOOK IN FIG THICK WALL MAX <br />wjo FIG 18" 8'-W 4'-0" OR - <br />MAX MAX 4'-V MAX <br />BACKF[LL MIN FOR6° <br />• THICK WALL/ BAOffR1 <br />CONC FIG 2" CUR <br />PER PLAN w/ 3" CUR <br />MIN (1) #4 CDNT, _RLL <br />U.N.O. <br />NOTES: <br />-DETAIL PER CODE FOR SW,BP,GW,GP,GM,GC,SM,SM-SC AND ML SOILS <br />-TEMPORARILY BRACE WALL IF BACKFILLING BEFORE SOA -1 �111 <br />THE TOP CONN IS CONSTRUCTED ry 1.11 IF <br />-DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN SfARIDARD <br />EMBEDMENTS <br />STANDARD DEEP <br />FLOOR LITERALLY SUPPORTS TOP OF STEM <br />1 FOUNDATION WALL -STEM <br />#4 CONT @ 48"a wJ <br />(1) #4 w(m P.T. SILL PLATE <br />TOP 12" OF WALL & AB. <br />ANC STEM WALL <br />8" U.N.O. CTRD ON FTG, U.N.O. <br />4'-6"MAX #4@48"ac Y-0" <br />16"MIN CDNCSLAB VERTS,CORNERS& MAX <br />ON (MADE INTERSECTIONS WI BETWEEN <br />STD HOOK IN FIG GRADES 18' <br />MIN <br />wAn FIG <br />• CONIC FIG <br />_ IFx8"w/ <br />y I ISO j I_I MIN (1) #4 CONT, <br />fli U.N.O. <br />ALL OTHER INFORMATION PER STANDARD <br />I NO LATERAL TOP SUPPORT <br />SLAB PRESENT <br />N.T.S. FWSA <br />