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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'-O" 10" 16" W/ (3) #5 BARS 127.2# 6'-8" 4'-8" - 6'-0" 10.1 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 TO EACH VERT. F.F. REINF. BAR err•--�� _g h„ r ;,- W.M. TO BE TIED TO #5 CONT. FINISH GRADE REBAR COMPACTED CLEAN d FILL 3" COVER TYP b" SEE SCHEDULE FOR REINF. STEM WALL FTG. 1-STORY SCALE: N.T.S. NOTE: * NOTE: - REFER TO DETAIL 34/S-1 FOR TYP. STEP FTG. 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" ----------------------------------------------------- 2" VTR JL I I ' 3" VTR , I I 1 SINKS I I � ' 3„ VTR TUB ; 2" VTR D/W LAV /C � 1 I 1 I 1 I A`/ LAv 1 L_A V 1 W/C I -1/2" ' I ' 3" ; TUB 3„ WAS 2 I I ' I ' I ' I 1 3" I I ' I 1 I 1 I 1 I I TO SAN. SEWER ; I I 1 1 FJ.._UM51NG RISER I � I NTS. ----------------------------------------------------- I 1 I 1 TYP. @ ALL CORNERS 0 ti T mm �r Co Lo N N Cf' 0 N 0 00 N Lo ti i I I I I I I I I I I I I I I I I I I I I I f I I I I I I I I I I I I d I o' I I O ' 0 ' I I I I I I I I I I I I I I I I 3\ 40'-0" 1 8'-81, 15'-0" \11�-1 j 10'-8" _ 5'-8" I 1_ 16'-411 1 _ 1 8'-0" I .- 15'-8" 1 1 4" CONC. SLAB _ can WITH 8" THKN Q a 3'-8" 5'-4" 4'-6" = 14'-4" EDGE i� �m o 3'-0" 4'-0" 5'-2" W'DOW OP' �- TEP DOWN 3.5 — ---------- ------------------------------ --=cn- ----- ----- --------'------------------------� ; ------------------------------------------1 1/2 X 1/2" RECESS ------ ---W DOW OP G I I I I @ SGD I 1 I ' INDIC TES FILLED CELL S-1 0 W/30 0 PSI CONC. GROUT ' FROM FTR. TO BEAM NOTE: THICKENED FOOTING I W/ 1 5 REBAR VERT. REINFORCING TO BE CONTINUOUS ABOV SLAB. TYPICAL THRU PAD FOOTING TYP. U.N.O. t6E.1 @ AL PLACES SHOWN S-7 ; HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" ' I EXT. A BOVE SLAB ' ' n ' W/ (3) #5 E.W. BOT. 4 3000 1=51 CONC, 5 ,45 W/ 10 roXro 10/10 W W M CH,41R SUFFORTEU s-1 PER 1=5C, OVER 6 MIL VISQUEEN I I I ' 1r,41�'Oi� =,4R1z I E1D A T E,4TE1) 1=tn= TE1DM ITES 1 NOTE: PLUMBER TO VERIFY LAYOUT & DVfV SIZES BEFORE CONSTRUCTION BEGINS M ALL FOOTTINGS MIN. 12" BELOW GRADE N 19'-11" I I I I I I I I I I I 12 I ~ in S-1 1 ,55-, LAV 6'-01h" ,, 2'-8" 1, 4'-4" I IJI I QI I I I I I �I I IZI I I I QI I wml I ,l I I I I I I in w 27'-10" I 12'-211 I 4'-101h" 2'-8" 4'-71/2" 1 10 - 01 I I I II n II I I I o SINK c) I I I 1 1/2" x 5 1/2 ' --- II I I � 1, ECESS @ ENTRY ; " PAST P.T.GREEN W C ; 1 TUB ERIFY W/G.0 Lq ' r `, ; i ; ; o 6 I I I .' .• I � I I I Q m 1/ .� I I I I I- S-1 ; 2 X 4 WALL 1 0 1 1 1 I I I _ I 2x6 WALL I I I---------------- - - - _ - _ � _ - - =7--_------�-W -- I W/C N_-- _--==r— _ ! ! '�=== i� 2x6 WALL II-\ __ -- i' r--- --- =- r,- --------j - ,�I I W r - (y) ; ; 1 ---------DRAIN 1EP DO N 31 I I I�---- --� ________ _= 1i J I - UNDER SLAB PROVIDED �,' BC5009 �� \ SS FOR (o 00 BY LUMBER I, TUB SHOWER 4" i i50 ; ; ' io �, S DE1 007 � -L-"---- �I rV. r ------ --- mtV F R ELEV. I ONLY m F----------- ------ - ------ ,1 ; ---------� -_ ; -------� 2'-6" X 2'-6" X 1'-0" W/ #5 E.W. BOT. I (3) I ` -------------, ; N I 3' pn O p' `t n q1rf i_4n I ; ' m 16L" X 20" CONC. MONO. ' I I 4" CONC SLAB Q J I I ; q FTG. W/ (2) #5 RODS I S-1 I I WI H 8" THKN `n 1 1 (CONT) CONT o 14'-4" 5,-8„ i ED E _ -0� I I I I pp I o a I I I I I I I W I I L-- -_--- W'DOW OP'G__ -- I ___ I I I I Q I I Ijr v I I I -'-----------•-------------------J -- I I I I I I I U I I I I I I I C.J. I I I I I I I HOSE; I I I BIBq I I I I I I 41 I I 36 I I I I I S-1 , I I I - I I I I I I g I I I I I 0 I I ti I I I I I I I THICKEN SLAB @ GARAGE DOOR I j I I I I -----Jff I ----- ------------------------------------------- 16'-0" -----; 2'-0" — 20'-0" I I 3 ---- S-1 3'-2" 7'-8" (±n 6'-2" 20'-0" 6' 0" 3'-2" 2 " HIGH BLOCK BASE ON 3 " X 18" X 12" DEEP PAD W/ (3) BARS E. N. 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