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<br />1-STORY STEMWALL SCHEDULE
<br />
<br />STEMWALL
<br />HEIGHT (h)
<br />
<br />FOOTING DIMENSION
<br />d b
<br />
<br />NUMBER/SIZE OF BARS
<br />
<br />LAT.
<br />
<br />MAXIMUM
<br />F.C. SPACING (O.C.)
<br />IN STEM WALL
<br />
<br />127.2#
<br />
<br />6'-8"
<br />
<br />4'-8" - 6'-0"
<br />
<br />10"
<br />
<br />20"
<br />
<br />W/ (3) #5 BARS
<br />WI (3) #5 BARS
<br />
<br />210#
<br />
<br />4'-0"
<br />
<br />0'-0"-4'-0"
<br />
<br />10"
<br />
<br />16"
<br />
<br />374#
<br />
<br />6'-8" - 8'-0"
<br />
<br />12"
<br />
<br />24"
<br />
<br />W/ (3) #5 BARS
<br />
<br />2'-0"
<br />
<br />NOTE:
<br />
<br />1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS,
<br />BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE.
<br />
<br />REBAR NUMBERISIZE
<br />
<br />BLOCK WALL
<br />(1) #5 CONT. TIED
<br />TO EACH VERT.
<br />I REINF. BAR
<br />
<br />
<br />h"
<br />
<br />FINISH GRADE
<br />
<br />1-STORY
<br />
<br />SCALE: N.T.S.
<br />
<br />NOTE:
<br />REFER TO DETAIL 34/5-1
<br />FOR TYP. STEP FTG.
<br />
<br />* NOTE:
<br />
<br />FILLED CELL SPACING AND FOUNDATION SIZES
<br />WILL VARY BASED UPON THE HEIGHT OF THE
<br />STEM WALL. SEE SCHEDULE ON THIS SHEET FOR
<br />REINFORCING AND FOUNDATION SIZES REQUIRED.
<br />
<br />NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF
<br />STEMWALL DURING UNEVEN BACKFILL CONDITION
<br />
<br />NOTE: MAXIMUM HT OF STEM WALL
<br />@ 8'-0"
<br />
<br />SINKS
<br />
<br />3" VTR
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<br />-----------------~
<br />
<br />TO SAN. SEWER
<br />
<br />RISER
<br />NTS.
<br />
<br /><( 4" CONC. SLAB
<br />(j) WITH 8" THKN 9 ~I
<br />TYP. @ (35\, 3'-8" 5'-4" 4'-6" ~ 14'-4" EDGE M ~ro 19J 3'-0" 4'-0" 5'-2"
<br />ALL CORNERS .~c __n____n ___\Y~QQ~_g!:~~n n_n_n___nnn_n_ _~_ _ pJ_E~_gg~~~~~_nn n n~-~-t_nn- ____nnn_nnnnnn________,
<br />: .. / *' / / / / * / / ~I / / V / /.- 11I/ Y *" / / J / -'* / III / / /-k" / / .. :
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<br />I / C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, / :
<br />: / : 11/2 X P 112 " RECESS I ; W'DOW OP'G : / :
<br />: / i @ SGD f15\ : (1\ : / :
<br />: LV: INDIC TES FILLED CELL ~ 9 I': ~ : L :
<br />: /' : W/30)0 PSI CONC. GROUT r--: : /
<br />: / : FROM FTR, TO BEAM NOTE: THICKENED FOOTING _________: I : : /
<br />: / : WI H 5 REBAR VERT. REINFORCING TO BE CONTINUOUS ~: : /
<br />: / ABOV SLAB. TYPICAL THRU PAD FOOTING TYP. U.N.O. ~ ~ r5E.1\ : /
<br />: ~ : @ALL PLACES SHOWN ~ ~Z ~ : /
<br />I ?: HOOK D FTG. DOWELS 17" ~"\.."'~: ~
<br />: / : EM BE )MENT WI 25" \,'\... "\.. ".,,"\.. '\...' : / ,
<br />~ / : EXT. ~BOVE SLAB :: 2'-6" X 2'-6" X 1'-0" : / :
<br />~ ~ : 411 3000 PSI CONC, S ...AB WI (16\ i I : WI (3) #5 E.W. BOT, i ~ i
<br />~ i ~ i ~x~ 10110 W W M C~AI~ SUPPORTED ~ i ! l i j l
<br />: lL : PER FBC, OVER ~ MIL VISQUEEN 1 I : : / :
<br />i p: i vAPOR BARRIER 4 TF EATED FOR TERMITES i,: f1\ j ~ :
<br />: i/ : NOTE' PLUMBER TO VERIfY LAYOUT & ~~iv SIZES : U ~:;~
<br />: [oj( 1 BEFORE CONSTRUCTIO" BEGINS : j'ci: : /
<br />: l/ : : ~: :, ,/,'
<br />: l/ : M I ALL FOOTTINGS I 1 ,~: ~
<br />, 1-' ' Lfl MIN. 12" BELOW GRADE : 1 : /
<br />: V 1 N : I~: : /
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<br />STEM WALL FTG.
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<br />SHEET NO.
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 02, 2005
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<br />
<br />FOUNDATION
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