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I® 5-0" DEPTH -?-PT. E
4 8'-0" DEPTH
3'-U° R W T_O" DEPTH
SECTION C---C
ANSI/NSPI-5 1995
FOUL MAX.-DPJING MAX. HEIGHT MDfIMUM DEPTHS MlNMWM Will
BOARD LENG713 OVER WATER AT POINT AT PORI1
TYPE DHL HOOF7?T?TA H? ?CrTry-?AD? + A B C
U D 1 Y' l G ,._-, 1:.? Q,,L'J l .C"?+" 111'..4 IS
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I. POOL A'L'UUR TO HE E'LACE'j ON UNDISTURBED NATURAL S[i[L,
NATIIRAL Sou, smij. RE A WELL PRAIN1NC GRANULAR TYPE
WfM A MINTUMA A-UL)WA.M.E BEATUMC; l'A}'A6.ITY = '.UU{1 r•?r
2. POOL RTRUCTURE UESIUNE:D IN ACCORpANCE WITH THE AWEItIUAN
CUNCtt6TS INSTITUTE (AUI) STANDARD FOR ..DU11.i1nic Om1 L;
RE4l1MUENTs PUk REINFORCED COWCREIR; - 318-
3. POOL SHOTCRETE TO UEV8LOP A MINWUM UOKPRESSN}'3THENMI OF 4000 PSI P 2R DAYM
4. ALT, STEEL REINFORCINC SHALL B$ D&URYPI) IIARU; COMpLYML:
WITH AMERIUAN SOCIFTY FOR TE6TINU AND MATERIALS (ASTM)
SPECIMATIONS A615- 40. LAP BARS A MINIM ?4 OF 1.6 [INCHES,
5 'I'IIESE CONSTRUCTION OOCLU.%FN'PS ARE STAN'DARD9 AND APPLY
TO ALL POOL SHAPES.
6. P004 SHELL CONSTRUCTION SHALL BE IN CUN'F'ORMAN CE WITH
ALL APPLICABLE ANSI/NSP1 POOL STANDARDS
STAINLESS
STEEL
HANDR ^>T
DEL'K M SLOPJa
1/4" IZ°
MRS
5 Ei 1/2° RZERS
4 12" TREADS
WA I AB I BC I OD I 13E 1 WE
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BLUE HAVEN !'? LS
F- - -
t/2"t4' MANSION MAT'L
BY DISCR CO."RACTUR
DECK m OTnERS
(4-) #A CONTIN.'?? „
IN BOND BEAM
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(TYP. )
#3 a 12 E.W. ?1
IN WAIJ,
6- HA" CO?[XG 11?,xA" V PA.4SION MATERIAL
PPOSTYRODF AY DECK CDWrrRACTOR
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o WAiF.R mL , B
LEVEL QNI3 Elko
IN
6" RAD[U8 (TYP.)
18" K.W.
(rm. U.N.Q)
SECTION
- B - B
Slew ENA
#:1 a l z" F W.
W F QR
k EBCUTMON PLATE
F:I('[7i6'DIt;G '1'Fi}dflUCH CURVE I]Jf_
UPWARD I,YCO WALL GRAVEL UR OHUSHM STTWE
I3M UNDER EN TM POOL m
FLUOR FOR WATER CONTROL rTA1NIESS
(ONLY WHEN 12EQ'D) STEa,
NC2;. HEQrF. do WALL TRICKNES3 AFFLW5 TO MIL SOCKET HANDFNL
POOLS CP TO 9'-D' DEEP ONLY =av-6-
SECTION A-A
DEEP ENO DECK MOUNTED HANDRAIL
l? 1'-0"
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TTIY
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WATER 'w
LEVEL
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DECD MOUNTED STAIR SPA
RAIL SOCKET DETAIL
ELUE HAVEN POOLS
PLAN
SECTION
SPA DETAIL