HomeMy WebLinkAboutPool plan!ION Of FILU�14(iE i
I'G414
z
D'. PIW! RI,und Aoti VorteX Swat- 00A OYL
55
11106PIA
646PM
DEC 10 2008
'Rlgp hos h,A, t"I;"Awv4SMc 11219 3,2,j07Od4Nid,,,i Sa 00H r St,114 ul llle
'11"Ala QN,o filk" AB 2%18) 1k.1 XFO spa S.Any Sd, IDOW 9y uda, 9F6aawI
M 29;!1e. Imper-I lllgfi.,Iuil, Ito, N.'CA911147t9
06 III.IX,
SWI-MOUTS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
WITH F13C2010 WATERLINE
max.
I' ]"EE
TAIL
.Ai, r40AA-I ANIES A, � 1) GRA 1, Fti
pEk -'481112.1%8_1007
APPROVED WITH `II , ;:010 FLORIDA BUILDING CODE FOR
RESIDENTIAL WITH 1 IA-z- 2010 SUPPLEMEW4 AND THE
ANSIIAPSP-7 2006 FOR SUCTION ENTRAPMgNT AVOIDANCE
3 FT.
UPAWLQN._Q_R_U_PARAT_E, FL ANES
3- FT., MIN,—
1: 6 FPS MAX
3" PLUMBING LINES
FROM SUMP W/ 3" TEE
18" MIN.
I ENTIRE PERIMETER
PAVE: Cm.. 01 y,"i ZI i
R
SOIL
1 I a\\ _
--- -------
I 'AMPS 8 GAUGE SOLID COPPER
.,,ki EACH SIDJ
C,F POOL 4 TOTAL WIRE
EQUIP TENTI L BONDIN(,,_GRlP IL I,:OM EDGE
_9 j I_ N OF POOL v '.)UND ENTIRE
PER N.F r '1106 SEC. 680.26 POOL PEF ':.:TER BURIED
(VINl :i DOPTED) _4" T,:,' w' DEEP
1. At- r- FS AND SWIMOU7 I I:
WILt �<GCAPTILE BORI� I I
cok- �l EM FINISH FOR V
2. Hk 1 1 0 TO BE lNtTALL`
WHERE: IJE,� : RAISED+$,'
ABOVE POOL
#8 GROUND Vvi:,!
-IAffbjWE'9Op,r DIETAIL-7
12 ww�-Rp am t, OLE
48" MAX 1PERINAl ��jCALCODI
WATE%DEPTH
STEP DETAIL
I TREAD IS MIN. OF 10" WIDE.
2 RISER NOT GREATER THAN 12" EXCEPT
IF MORE THAN (3) TREADS ARE USED.
3, ALL STEPS TO BE SOLID
GUNITE 4000 PSI.
STEP DETAIL
N.T.S.
'Ir-
3X4
PAD
47 ft. 7.0 in.
OVERPOUR COPING
E:
Is
4) NA-1,
POOL
'I I ft. 7.0 in. 5 FT
DEEP
TILE STEP EDGES
SAVI
NICHELESS
SKIMMER
. ...... ..
F-1-04(RETE Vac
,,; l'!I ,;,j' tj I 't I , � Ill- I, jI I, r,q L
. : 1 1, � I Il" VII
R
10 @0 ai rS "C' '20 18" 110 W ISO lyF IS) 190 -V- 210 220 210 '00 IsA
FLU,(VGPM
PURII
sp-
MUST HOLD 35 PSI -FOR AT
NOTE: POOL PUMP MOTOR LOCATED ABOVE
LEAST 30 FI OUTLET PER 2008 NEC
MIN. GRADE. PROVIDE SEPARATE CIRCUIT FOR,
I�_�4-*" (NO SCALE) - PUMP MOTOR(S)AND HEATERS) ETC
PIPtRja_$9H_ERATlC
(NO SCALE) SSURt F lt'N TI' I'" 'UTDOOR NOTE: INSTALL 126V 16
FILTER GAUGE L �=ANEL AMP WEATHERPROOF
,JED PER LOAD) DUPLEX RECEPTACLE AT
TO MAIN SERVICE PANEL IN
APIF:� DUIT (SIZED EGTF. I LEAST 10' AWAY AND
OUTLET
RETUR LINE OUTLE7 NOT MORE THAN 20*
FROM THE INSIDE WALL
C, POOL LIGHT IN DOOR TIME-CQ�K
LFFIROVEO CONDUIT OF THE POOL
W)STE-� PUMP, PUMP
K BOX MOTOR
ILL APPROVED DECK BOX
SKIM.NNI�CT,
- FOR DIRECT COECTION-
_� NOTES:
A \ ) TO %A�IET NICHE (1) POOL PANEL AND SWITCHES MUST BE AT
LEASTS' FROM THE INSIDE WALL OF THE POOL
in
)';21 i!,ll ELECTRICAL WIRING AND EQUIPMENT
POOL LIT14T SWITCH ' INSTALLED IN ACCORDANCE WITH THE
UNDERWATER EITHER INDOOR ON 2 C ', E DITION Or THE NATIONAL ELECTRICAL
LIGHT OUTDOOR
HAIR& LINT APPROVED WIRING IN I"
SCH 40 PVC wi I* �3I, E PROPER WORKING CLEARANCE
CATCHER BONDING CONDUCTOR SF IDIR ELECTRICAL EQUIPMENT AS PER
(COMPONENT OF PUMP) Yl( OF NFPA 70
COVERED PATIO
- ---------
FLU-KRETE
EXISTING
COVERED PATIO
JHiiVpl SAWA r. 4 � C 1�1 Ft lA TL: L
TILE EDGEI 1 4 ft.
3X4
PAD
POOL PECKTQ
HAVE SOMEN
ENCLOSURE.
SEPARATE PERMIT
1�0)
Usl
AIA
NORTi BRIDGE
-IFPAY
FT PIERCE
COPING
OVERPOUR BEND INTO DECK 114" PER FT. SLOPE
"<NDT_E,R,lEMOVE ORA-Tl- TILE,
(OR CAP
@ 48" O.C. MAX,
FROM POINT PLUG FROir,i WHERE 4
E
( DRAIN & ATTACH AUX, F )APPLICABLE
WHEN EMPTYING P,
�E
6"X6" TILE
SAVI
4" SLAB
4" MIN,
i NICHELESS LIGHT
I
i� INTERIOR 2500 FlB
GRATE SHALL FINISH TYPICAL WALL
)12"
NO NICHE 1" LIGHT
TYP *
BE SECURED IN -A., 4 W(ZTLQN&
F CONDUIT
1.5" :
PLACE SO WALL
WELL
UNDERWATER
LIGHT
UNDERWATER
THAT --- I— _PlQlNT
ARE REQUIRED (NO SCALE)
LIGHT IL
_WTA__
(NO SCALE)
FOR REMOVAL STEEL-TEX FORM
6" TYP. R KRAFT WALL
FLOOR
1'11 12"
@ O.C.B.W,
TE:
L
n, FOR DEPTHS
THT-!-,,�, l-q-
POOL FINISH
PLUG THAN WAD D I -
3
"AR @ 6" O.C.
TO PUMP
GRAVEL &zu
THESE PLANS il.ND ALL PROPOSED WORK
&IRE SUBJECT TO ANY CORRECTIONS
REQUIRED BY PIELD ThSPECTORS THAT
0,1,AY BE KCE96MY IN ORDER TO
'PLICABLE CODES.
All ANTIC
BEACH
BLVD
101 1"LOF IDA
AP PROVED T'HIE 20 1 Fz
BUILDING,.,
MAX. WIDTH 16' MAX. LENGTH 32'
MIP
3' MAX. bEPTH 51
011 ISf E_LlVAtrdN T. B.D
AIr-KOM E '.,�,�,'.;AVATION STI
tlL.. INC IN: OR FINISH - GEM
- Pul PERDA
NDY AN6Y H.
COU u 7LTRATTOMMMP FLIAIV
#_uMp HP HF',
fj_jwtR_ r L
DRAIN: POOL (2)
RETURNS.
alk )L
VKL_Vto'l,'.t,C LIJI,IF INCLFILL LINE NA
DISCHARGE LINE TO GROUND
jAkb-, AQUA PUkI"SALT -INC
_NA___ LADDER
DI'IiLr 1 T-71) NA SLIDE NA
0 r
NA
M HEADINCL POLE-- __MCL
vAcu,
INCL TEST KIT INCL
TR.
.REMOVAL NA
-----
RE:l.:) .LL41siffN6-d,614d-wttE-t--k
Ok*—
ENCLOSURE INC
ELEC7:l'l1:C P-11 A
POOL ILaA HU FLO-C P F.TE
E' ,TING PATIO FLO-KRE I L
DE C
GALLON : APAd1T_Y45_ddL_l 1y444_dAL.___
TURN- R RATE_ 6 hrs
Jl'�T IN ii 11 RItR INC
MA
OCIT- ROl
-TRUNK-LINES.
TO: ION_LllNk,5_,L_jQjpS MAX R"UPRRUNE
SKMMEF FL
OW OW26GPI,
,'e)4SQ. 79'
iVNERAL NOTES:
I -sWMMTNG Pool- colj$l NUCTION TO COMPLY ft FLA 13LOO CODE 4NOWTHALL L001. ORDINANCES AND
ZOININ, p=r"L " 'I, , I 1!�
ON ROCII OR UNDISTURBED *AND. ALL 'PIALLS AND KOOPS SHALL BE DUNITED
ORF ETS ffi MINjMUM 3.WD P.$,j C ONCRM LQ 29 DAYSI COMFRESS,vE STRENGTH,
EN'; I L:Lj: I, W P HED IF &DjL SEARING4ESt� THAN 25P. �, OR MUCK, SILT OR LOOSE, SOFT SOIL
1', 0 JNZ. A $r ' SLAF,r`G _APAC ITT'OF 2LMO P SP HAS BEEN USED IN THE DESIGN,
, REINFORCING BARS SHALL EEbIEVIBIILET. C;RACIE,10.
C ALL POOL PIPLI
140 To BFPY.C.
SCHEDULE 40MlN. kNOBBARTHENS.F APPROVAL.
e, BASR-WASH 8 HAS LR$INCCMP-IA?,ICEXMTHLOrALORDlr4ANCES,
T. DISPOSAL OF FOOL WATER SHALL CONFORM To LOCAL ORDINANCES SURFACE GRADING SHALL CONTAIN
iYATERQTHJN PROPERTY LINES.
N'S PONOINO SHALL NOT PERSIST FORtAORE THAN ONE HILIF,
E'. WATER SUPPLY 8 DISPOSAL SHALL BE INSTALLED AL., TAAT THERE IS NO CROSS tONHECTON 'NTH A DOMESTIC WA7ER � 't UpPly OR WATER 01900SAL S'(979M.
4 GRATE ATMAINCRA N SHALL HAVE A FREE AREA OF 4X THE AREA OF THE SU."nON;..INE
10. HAIR & LINT 17RAINERS SHALL HAVE A REMOVABLE SCREEN VOA MNIMLIAI FREE AIJEA OP $X THE AREA OF
THE t1ACTON
11, ELECTRICAL: INSTALLIWRtI EW 'tSASSHRANNiN "POOL OATH' HEREON. LIGHT C.31,NECTIONT)
CONFORM TO WTIONALELECTRIC. DEVICES
CODE-LATEIVI SCITION,
12, ALL METALLI,: CONDUITS, PIP0,0 `Y8TEMS, REINFCRC=C STEEL, LIGHT FIXTURES &HCijBNI METAL
PARTSOF LADDERS, HANDRAILS, OWING BOARDSA SQPPSRTS TO EE soNcso TOGETHER & GROUNDED TO A
PI
'MHON GROUND CONDUCTOR ITORSHALL N)TINE SOAALLERT44NW COPPER.
13, NO M�ERHFA 0 OPENIVRE iN'EP I'OCIL "TER 14, CARTRIDGE F t""'R HA
Y 3G.P,../S.F OFFILTORAREA 140
BACK -WASH REC, "' Er' 16 CONTRACTU Slltklt VERIFY ALL DIMENSIONS ANC,CONDITIONS AT SITE BEFORE S7AFTING THE PRO JerT,
CONTRACTOR AT_F� SHALLVERU'V LOCPThl:'N OF ELECTRI CA L SERVICE B�l' F.P I.L COMPANY
16. SPECIAL WIOf I SHALL BE GNEN TO EXISTIt G = ,UNDATION T3 PREVENT UNDERMINING
JOB NAME: ALLIS-14
ADDRESS: 2416 A I LANTIC BEACH BLVD
FT PIERCE,. FL.
j O.
D A T L- , DRAWN: SEPT 9, 2014
DRAVIVIN SY: F , Rocco
DESIGNER APIP``,OVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" =V
CONCRETE
.COLS, INC.
'17 1 1,il AI 'rf 1:
31
R
:7-----#3 STEEL @ 12" O/C E.W.
FLOOR SLOPE S'_'�w..--= -_'-`,_
qOR SLOPES SHALL BE
.IASONABLY UNIFORM AND
WITH ARTICLES .61 _i'l 4q U 11 5, 81 'A -------
CYCOLAC MAIN DRAI
27'
TYPICAL.SfXMQ THRU POO
(NO SCALE)
/ST. LUeIE COUNTY
Y
BUILDING DIVISION
REVIEWED
FOR COMPLIA
REVIEWED BY
DATE 10-os-aol4l
PLANS AN94SERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
6" THICK
IF
] LIGH WALLS
_T_ SHALL
NOT
16" THICK SLOPE
GREATER
THAN 11
RAY REINHARD
PE # 47041
398 FARLEY'S CT.