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TO SANITARY SEWER 1.5" VTR,,, I I I HANSON I BOX I I 3 1.5" LAV. OPT ` L.T I I 1 DBL SINK W/ DISP & D/W NOTE: REFER TO DETAIL 34/S-1 FOR TYP. STEP FTG. 3" 3" II I LAV. �l3" VTR 1 1.5" WC 1 I I 3"1 TUB PLUM5ING RISER N.T.S. 3" ,A 3" VT I I I W.C. I TUB __ I V` C.O. LAV. 3" 3" * 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 @ 8'-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" - 6'-0" 10" 20" W/ (3) #5 BARS 210# 4'-0" 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 F. F7TO EACH VERT. F.F. , REINF. BAR h„W.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 FTG. 1-STORY SCALE: N.T.S. (D U- Cr U)z cn 0 � UJ � w :� o w VQo2Fn Q rW LLJ m CW� 30'-0" x o w inww0 C13'-0" 17'-0" o z U) o A/C COMP PAD ~ °- Y ¢ Vio o z 0" 12'-0" 2'-4" 9'-4" 5'-4" 4" CONC. SLAB w ¢ 4 L ------01 - 2'-0" 3' 10" �T--b -6' "' 3'-101, 1'-10.. W/ 8" X 8" THC'N W ¢ z = o .y I m J 3'-0" X 3'-0" X 1'-0" EDGE o `u ¢ i w IX 3 II 0 wYcn0 Gi W/ (4) #5 E.W. BOT. ', z z `• 'I' VERIFY LOCATION Q 0 w___-OF A/C COMP. o - Ll o ------------------------- ------------------ Lu -- v ¢ z O wmw¢z U) w O �� O U ----- -------------- LL o z_ w O -� m w -------1� I i- ----------------------------------i i Q O O O H O U_ W ~cn��¢ wr'- ow 3 4" CONC. SLAB in w i i - 1 i i - cr_ 0 z o Y c� o c" m zt W/8" THCKN ED E p i i o ; ; o Q Ow � U <_j m o S-1 w-woa- in �2'-8" 36 8, O�� 2'-4" 17'-0' � O' Q z 0) ¢ o � 000 000 I - I ' Cn a¢(l1o< m W 0000 I -- --- S-1 I In o r- -- --3.1 2"STEP_.OW --- w �� + � n- 00 I Cn ¢03¢0 + rn¢ ;� I I --------------------- - N � ---------------- 2'-6" 2'-6" X 1'-0" co ; � w c7 Ci ' 1 1/2" X 5 1/2" RECESS W/ (3) #5 E.W. BOT. ; ; _ = z CY z @ SGD o 5E.1 16" X 20" CO C. MONO. � _ cn z o 0 0 T Z m N FTG. W/ (2) # RODS ' i w z ¢ L) w U) 0 zo S1 N 00 (CONT) i i z��z ~~Ja Cn Lo 30'-0° ' wzc°n�zooao A;� CN I Z m z N oz=�_j (5 �m1-4" 3000 PSI CONC. SLAB �Qn�WU)0-em W WCN S1 _ �w z J- Q J m J 0 mFOR HERNANDO COUNTY 0 LY "! '� m�j-0z0 W LL > I o �oQ as e[ ®w a, I I -' `��` I wJUJ�OLLJ U�� cc I'-L) 4" 2500 PSI CONC. SL 5 W/ N I �o��o� o ' o��°' L (oX(o 10/10 UJ W M CHAIR SUPPORTED � _ � � Y ' 0 � Fn �❑❑ LL J ° ¢ 0- ' ow z PER F5C OVER ro MIL VISQUEE VAPOR BARRIER $ TRE►4TED FOR T RMITES � � '� ❑ M :.: o 1 1/2' x 5 1/2 _ V Io W RECESS @ENTRY N `�. 42" x 60" '� ' ° - N cv I I 4'-6 c I w ❑ N I 1 PAST P.T.GREEN VERIFY W G.0 __--�-----------------' ❑ A CENTER OF WALL I I I TUB I I - `�'`� \*� L 0 � - 00 .SFEPF f3N "I ; 17'-4" 3'-3" 3'-I 'I 1'-1t�1 = ® i N (� L I I T` I J l�l N w _ SLOPE I m :: ❑ I LAV W/C,tn `, I ; I ❑ m Q1 ":CONC. SLAB ; ,,"=,,� I� ,' I I 'I ih 0 3 ------------ 8" THCKN CENTER WALL I _ I I _ < ` 1 W [r] tO Lo I J C] o 00 ; CENTER OF � ' ' _ .:... Q N LL J 2X6 WALL I ;:;: ,. a �- �' ` - -b�L. 2x4 WALL ; ; " e <' ❑ Eo SINK ; ; - Q S-1 I 3 Q 4'-6" 7'-5" 18'-00 1" I Ln Lo CN 15'-6 I ' 6'_7PROVIDE PVC DRAIN I I - <�> I FOR H VAC UNIT o HVAC (.0 I I ' REF. rr-=-,'I I 0 6) I F � III _ -i; �Lu U)Lu I I ----- -I -- I II I I w F W o I I P I I O z U) = Q op I I ❑ - 2 > I i i z�=3cn FNTFR_ ; ------------------------- ----------------------'� I C, - f o a _ -- - - - - - r 1 i i 3 1/2" STEP DOWN I 11 ', WH i i ? o o a o I - L 2 J~ I. �„ II OPT s1 I I oo�ww En Ir N jLu I i I I I I O 2�L.L z� Ci i ti I a¢ c� Ir I I W I O I " L_ J I I m I I o 0 LI _- J I I I I CV I I M Cn I I I N I O P II I c\{ I WLo I I I I 12 I I L6 cM I I I I I I O¢ m S 1 i i i N cV a 12' 0" 18 0" i i _ `� > 0 I -- C.J. - - —- I - - - — - - —� o0 W Eo o N 1 o S1 2 N I I I I I I INDICATES FILLED CELL W/3000 PSI CONC. GROUT ' FROM FTR. TO BEAM I I U I J W O W/ 1#5 REBAR VERT. i i i i i I () } LL z 0 OSE i i ABOVE SLAB. TYPICAL i i i i N < Q z o_ IBB i i @ ALL PLACES SHOWN i i i i - ` `I O HOOKED FTG. DOWELS 17" I I I o I C ~ 0 z Fn EMBEDMENT W/ 25" i i g i i ti —/ 0 V o IIIIIIIII EXT. ABOVE SLAB III III z =O0wS-1 Jo I— oIJL --------------------------------------------------------------- Q LV I I �� Z ww� --------------------------------- ------------------------------------------------ In = ~ 35 3 8" 5'-4" 2'-8" " 8' 16 -0 ' n W O o S 1 L/ I"� --� a 0� } <�o TYP. AT 6'-4" 5' 8" 18' 0" 1' 4" Q O 0 ALL CORNERS z d z 30' o" LJJ z U a w 0 '014Q 0 a_zo FOUNDATION PLAN - SCALE: 1/4" = 1' 0" SHEET N0. o 0 U w 3 Z OF Z) N 25 uj 0 0 o LAST PLOT DATE N o March 11, 2005 0 z s J FOUNDATION