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TO SANITARY SEWER 1.5" VTR,,, HANSON I BOX I DBL SINK W/ DISP & D/W 3„ — 1.5" 1.5" 3" LAV. OPT LAV. 4 3" VTR i L.T I I 1.5" WC I I 4" 3"1 TUB PLUMBING RISER N.T.S. NOTE: REFER TO DETAIL 34/S-1 FOR TYP. STEP FTG. 3" 3" VT I I I N.C. TUB I LAV. C.O. * NOTE: FILLED CELL SPACING AND FOUNDATION SIZES WILL VARY BASED UPON THE HEIGHT OF THE STEM WALL. SEE SCHEDULE ON THIS SHEET FOR REINFORCING AND FOUNDATION SIZES REQUIRED. NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF NOTE: MAXIMUM HT OF STEM WALL STEMWALL DURING UNEVEN BACKFILL CONDITION @ B'-0" 1-STORY STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL d b 0'-0"-4'-0" 10" 16" W/ (3) #5 BARS 127.2# 6'-8" 4'-8" - 69-0" 10" 20" W/ (3) #5 BARS 210# 4�-0ll 6'-8" . 8'-0" 12" 24" W/ (3) #5 BARS 374# 2'-0" NOTE: 1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. BLOCK WALL REBAR NUMBER/SIZE (1) #5 CONT. TIED TO EACH VERT. F.F. REINF. BAR h" W.M. TO BE FINISH GRADE `" TIED TO #5 CONT. REBAR COMPACTED CLEAN ' d" FILL 3" COVER TYP. b" SEE SCHEDULE FOR REINF. STEM WALL HG. 1-STORY SCALE: N.T.S. n Z Cr � W Li '� O w V<o2' NZ M 30'-0" LU X o A ULLJ U) 00o 0 Z13' 0" 17'-0" A/C COMP PAD ~O Qo ¢ ¢ C o Z -0" 12'-0" 2'-4" 9'-4" -- -- 5'-4" 4" CONC. SLAB Z it Er w z Iww 2'-0" 3' 10" it _g 3'-10" 1011 w w a 0 av m 3'0 X3'0 X1'0 W/8"X8"THK'N ozlxo A W/ (4) #5 E.W. BOT. 3 �, 01 EDGE O ¢ z Z v �I� VERIFY LOCATION Q 0 S-1 mm OPT �I�____ _;,' OF A/C COMP. O 0 N w + O ----- --------------------------- cl--- ¢ z (n w LL C7 Z — Lu � � -gym u- ----- -------li --------------� ---- - ----- -----------------------------, I i I i LV H��Q C70 0t 3 4" CONC. SLAB in w - 1 _ o z o Y m wEE0 ` t tY NN 1 S-1 , , W/8" THCKN ED E p ; ; S_1 i Q w w o a Ci 10 �2'-8" 36 8' 0" 2'-4" 17'-0" ¢ Ei Z ° ¢ 0 6 6 I 1 I I I I S-1 , I I VJ 00 a¢(noa l� 0 r- -------31 2"STEP�10w --- w n 0� + a' a. 00 ' ---- - ¢03¢0 + rn¢ �v I 1 �?41111 ------------------------------------- 2'-6" 2'-6" X 1'-0" (O w c� Cj 1 1/2" X 5 1/2" RECESS W/ (3) #5 E.W. BOT. ' = z °D _ - @ SGD I I 0 C7 Z ,�, ¢ co o 16" X 20" CO C. MONO. ; co (D (n z o 0 0 Z co ca N 15 S_7 ti FTG. W/ (2) # RODS ' ; w z ¢ Ov w ii ip o S 1 N (CONY) Z z ~� a r N zwa-1 00 C E tx o 30'-0" ' wz`)mzooM-0 Ih N 'kC04 (n In Z N 1 moz=UJEr3� mm4" 3000 PSI CONC. SLAB _ - 0 < CL �° °° � �"S1 I 2w(n oD(VNp-IIQ ~ w J F- - j ID C (ri ii `ILn (n0 OQ�a W Q O�a--IFOR HERNANDO COUNTY 0 LY mLLI D� D a 00 I I Z60) CL o L)L 4I2500 PJI CONC, SLAB W/ � g6 .1=� d Alf �Yo ¢a� u z'oXo 10/10 W W M CHAIR SUPPORTED ' '❑❑ d ° QPER FBC, OVER 6 MIL VISQUEE m Wa- O VAPOR 5ARRIER 4 TREATED FOR TERMITES � " a ❑^3 I I 6 L9 i I z,7(� Z W 3.1 S-1 , % , I I _ o W o 1 1/2" x 5 1/2 �,� _ ''� I o F❑ 42 x 60',,, a RECESS @ENTRY N �. ' r4 ' N 4 i Lo Lu 4 6 1" PAST P.T.GREEN `� _ _ _ ' ' (n VERIFY W/G.0------------- 0 (L� CENTER OF WALL I TUB Z it I I 0 - 4STEF sJ ; 17'-4" 3'-3" 3'-�'1 1-101 - _ J lil ' I I I w : - SLOPE � � � LAV W/C ' `in m 13 N C7 ":CONC. SLAB ; i `I I I .I M - 3 YA CENTER WALL ," ``, `,_ I I it i °Q -------------------- Ln (+�] S1 Y----------__00 it n la CENTER OF 2X6 WALL o allo LL '� ��—J J 2x4 WALL -b�L❑ co SINK 1 o N Q w a 4'-6"09 ' ' Q I I 1 I • LLO I Z cV I 14'-6 " 15'-6" - ❑ � 1 I Ln 6'-7-1 PROVIDE PVC DRAIN - FOR HVAC UNIT i i CMV HVAC ; ; co REF. rr =__ � I I � rn ' � II ' o z � — co III I II i i UJ Cnw� 0 ZU) Q o—x> °Qz2=3cn I:ENTER E THE-WALL.--4 _,------------------------ I -------------------,--�.� -1 Q o 0 _-- _------------- z�000 3 1/2" STEP DOWN 11 'WH i i 3 0 „w c) , , ,�, I I �o�,gz .� II V II® S1 �w Z I I - ¢ 3 I I o x'n<z0 I--, 7'-1" 4'-11" i 0 I I a< c� I r — 1 0 I I I I I I I a I I I I I w I f I I H I I p - L J I I (n , 0 O Li — - -i I - I I I I N I I f7 U) I I I I N I OP I I I W D N (n m 00 i i (0 i i M ' Z Urn CV)i i � i i 12 I i i t—� S 1 N - r� a ' 12'-0" 18'-0" °Q L1J 36 L Y w I I 00 0i I I I I S1 ' OJ S1 ' (n I'' I I I I O W I I I I I I INDICATES FILLED CELL J Q W/3000 PSI CONC. GROUT FROM FTR. TO BEAM i U i i C) V" I 0 W/ 1#5 REBAR VERT. u- Z p 05 i ABOVE SLAB. TYPICAL i i i N _¢ Z 0 IBB i @ALL PLACES SHOWN _ z U) > HOOKED FTG. DOWELS 17" I I , I I O ❑ Z EMBEDMENT W/ 25" i 9 i i ti O 0 0 Q EXT. ABOVE SLAB I ' ' O 7 Z U O I 1 I I I L 0 Z Fr S-1 J p 0 L,.I 0 I' --------------------------- ----- w 41 i ui _t3aJ Z w w It --------------------------------- ------------- ---------------------------------- - z 35 > W 0 z C U 3'-8" 5,_4" 2'-8' " 8' 16'-0" S1 .J row TYP. AT 6'-4„ 5'-8" 18'-0" 1'-4" z 0 a z � 0 ALL CORNERS 30'-0" Q 01 O ng Z o UJ DC FOUNDATION FLAN DO - SCALE: 1/4" = 1'-O" O SHEET NO. 3 U 0 OF z N 2 w 5 0 0 LAST PLOT DATE N > F- O March 11, 2005 .__I FO U N DATI O N