HomeMy WebLinkAboutPOOL PLANS1
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7-
2" LINE TO
FIRS I} TEE
EQ. LAYOUT
30" MIN. CLEARANCE
IN FRONT
OFSUBPANEL
I
HEAT � j
PUMP FILTER
"LOCATION OF GFI
RECEPTACLE
TO BE DETERMINED IN
FIELD PER NEC 680
EQUIPMENT VERIFY
PAD EXACT
LOCATION IN
PER FBC FIELD WITH
R4501.22 SUPERVISOR
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
IPI MIN.
( ENTIRE PERIMETER)
PAVER DECK OR CONCRETE DECK C
SOIL
#8 SOLID COPPER 86ND -'-
WIRE WA APPR. CLAMPS
(ONE ON EACH SIDE OF
POOL4TOTAL)
8 GAUGE SOLID COPPER WIRE
- - I
EQUIPIPTE_NTIAL BONDING GRID DETAIL
PER N.E.C. 2014 SEC. 680.26 MINIMUM 18" (MAXIMUM 24") FROM EDGE OF POOL AR(
(WHERE ADOPTED) ENTIRE POOL PERIMETER BURIED 4" TO 6" DEEP
FILE COPY
26 ft. 11 in.
REVIEWED FOR
CODE',,COMPLIANCE
ST. LUCIE COUNTY
10, SIDE TBACK
PIN SURV Y FOR
FORM ST L AS
CORNER O DECK
IS ON SETBACK
2 ft. 7 in.
IN
V N
OR rQFa TILED BENCH
EDGE FOL
4.5' DEEP
No 5.5' DEEP
4 ft. 6 in.
ROVIDE HAND HOLDS
A
�+/
S REQUIRED ANSI/NSPI-5-2003
R MAINTAIN 4" GRABBABLE
1.5'
URFACE
DETERMINE IN FIELD)
o
`
C
o -
w +12"
NIT FASCIA
SKIMMER
fp6ff
D z
HEIGHT --�
INCLE i
R
�Fo
;am
OVERFLOW 1.5'`
a
----
ir- w
m 3.5' D EP
\
TII
ED P
V.
-DGES
+ FP
NO
R
NO
\`
UM
3RELLA SLEEVE or,
BU LER
4-
1 ` `
i
^�
CHILD SAFETY 1 5"
`
BARRIER FENCE O
`
CLOSER THAN 2 "
\FROM WATERLI
9ft 41n
`
\
m
DECO DRAIN TO DRAIN AWAY
F
OM THE HOUSE. DECO DRAIN TO BE
` ATLEAST V FROM HOUSE,
DECO
DRAIN EXACT LOCATION TO BE
DETERMINED
IN FIELD._______
POOL BARRIER PER FRC R4501.17.1-
NEW SIDE
R4501.17.3 AND ANSI/NSPI-5-1995
SCREEN SECTION
SAFETY BARRIER
R TER PER Ff. .R4501.1 7.1-
R4501.17.3 & ASTM5034-95, ASTM D3787-
89, ASTM 663-96
TRUSSED ROOF PATIO
STAIN TO MATCH
MISC._ NOTES
1. ALL STEPS AND SWIMOUT BENCH
EDGES WILL HAVE 2X6 CAPTILE BORDER
OF OPPOSITE COLOR OF GEM FINISH FOR
VISIBILITY
2. HAND HOLD TO BE INSTALLED AT ARE
WHERE DECK RAISED .6"
ABOVE POOL
v
#BGROUNDWIRE
HANDRAIL BONDING DETAIL
48" MAX
0
WHERE APPLICABLE
PER �` PER NATIONAL ELECTRICAL CODE
WATER
F10" MIN.
�EPTH
G -
T
1. TREAD IS MIN OF 10" WIDE.
12" MAX.
2.ASER NOTGREATER THAN 12" EXCEPT IF MORE
IS G
THAN (3) TREADS ARE USED.
3. ALL STEPS TO BE SOLID GLINTS 3000 PSI.
N.T.S.
CERTIFICATION OF COMPLIANCE
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Contents: 1 i
PwtN.m . 640-237XV
I ON
�L
oFSDiPim: Round Anti-tlarteXSultlon0utlel
Sea 8"
operArea: 11.83in1
SPNW151ps: SS
FHUrRwBaec 100GPM
WFAFbwIYIE: 64GPM
Date•IAfanufaEture:
DEC 10 2008
-iNs pmdutthx been teslLd m ANSI/A9ME I1L39.B-2W9 (addendum8t290B1 pB414M of 01e
MNinb Graham BNlw tyG0200B)Povlantl Spa Safeey AR@reified h/: VndBwlNen lahumtptles,
Im,2929E. lmlaedal Highway Suite lW, form, (A 92UWB
Saidykuttls Ee0lhetlepmmuinfv aboemaybefaGrahamw.walumyontPDNantl Spa
Salery M. A mpy IX the test rxu10 fw Vm shore maY be fau ntl al wwM.watwwayplxeb.<am w ge
to ww W rI DER lhIs pmdud b mvnuBnurM by Waterway PlxVO, Ounan, CA 93030
FOOTER DETAIL
(1) #5 REBAR
/OR (2) # 3 REBAR
Sn [__�
O
81.
NO SCALE
SWIMOUTS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
WATERLINE
20' max.
N.T.S.
I
DC lIDaFaRxuay]INadUnaltl,[A911LiAAIl.811519aY0ER431891 9B[991t1
.swylun W'IW.MiNMdN9V16MIII.WWIWA1F8131XM8Y0atkl0m F,..M„NOF
VSFHP1.65 PERFORMANCE CURVES
1a0
O
A ,
LL
ID
FILTRATION PUMP
`�+_
t
70
{I�1
LU
(�
3450RPM
Lli
30
2750
NO
Z
1000 RPM
}
m
I FILTRATION
1730 RPM PUMP HIGH
J
10
I SPEED
Q
f-
0 10 20
1 0 50 60 70 10 90 100 110 120 130 140 130 NO 170 180 190 2W
FILTRATION
FLOW GPM
PUMP LOW
SPEED
I
POO_LBOND PB-2008
DECK
1 \ WATER
EDITION FOR RESIDENTIAL AND THE ANSI/APSP-72006 FOR
POOL DETAIL SUCTION ENTRAPMENT AVOIDANCE
APPROVED MAIN DRAIN FRAMES
AND GRATES PER V.G.B. ASMEI
ANSI 113.19.8-2009 MINIMUM (2)_SUCTION LINES PER PUMP 3 FT.
_SEPARATION OR SEPARATE PLANES
NO NO
3 FT. MIN
• 2" LINE TO FIRST TEE.
NO
NO
• NOII NO
LIES
2 6" SUCTION PLIINE MAX TO FILTRATION PUMP 6 FPS PLSUMP WA 3NTEE FROM
GRID
LOCATION OF
WATER BOND
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER NO 4" THICK WALLS W/#3 REUAR (19 12" O.C. EACH WAY
3' TO 6' = 6" THICK WALLS WI#3 REBAR @ 12" O.C. EACH WAY
0' TO T = 8" THICK WALLS W143 REBAR 4012" O.C. EACH WAY
Sir.
3t 3
m 3 ft.
7 W
w
7 US
0
J
2
a
EXCAVATION INTO THE ANGLE OFC REPOSE IS ALLOWABLE PROVIDED:
• SHORING SUFFICIENT INSTALLED AT EXCAVATION AND SHORING TSHOULDLEMEN BE
UNDEMINI SECURE SOILS FROM EROSION OR SETTLEMENT
• NO UNDERMINING OCCURS ORENGINEER APPROVED IF ANY DOES
' COMPACTION TEST OF THE BACKFIFILLED MARTIAL ARE PROVIDED AT C.O. OF
THE SWIMMING POOL
POOL PATIO � i
WATER LEVEL
�
FROM
1" POWER
LIGHT
CONDUIT SUPPLY
UNDERWATE
UNDERWATER
LIGHT
NO LIGHT DETAIL
i
\�i
NICHE (NO SCALE)
APPROVED
GROUND CLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
POOL FINISH
RAILS & EQUIPMENT
RAISED AREA ELEV. & GRADE
RAISED CONCRETE
EXPOSED & TOPPED
EXISTING G
ORVTO 4'
SLOPE
(1) #6 REBAR POOL PERIMETER
OR (2) #3 REBAR
PMENT LAYOUT N.T.S.
T
0
1.5" VACUUM LINE
2.5" POOL MAIN DRAIN
2" SKIMMER LINE
2" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
JANDY TRUE CLEAR SALT SYSTEM
1.5" TO WASTE OR DISCHARGE TO GROUND
1.65HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT
'RAINER
CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE
VALVES (TYPICAL)
INSTALL PERMA-CAST WATER BOND OR APPROVED EQUAL TIED TO PUMP
%OUND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9 SO. IN SURFACE AREA
',POSED TO WATER) PER MFGR'S SPECS (FIELD VERIFY LOCATION)
AQUACAL T115 HEAT PUMP
ELECTRICAL DIAGRAM AND ELECTRICAL DIAGRAM N.T.S.
GFI OUTLET PER_2.014 NEC_
MANUAL MOTOR STARTER SWITCH
HEAT PUMP WITH (3) #6 CU & (1) #10
CU GROUND IN 1" CONDUIT
JANDY TRUE CLEAR
POOL. I-ANEL W/ 80 AMP SALT SYSTEM
BRKR & 12146 & (2) 0
10 GND
THHN CU IN 9" RPVC CO
NDUIT
S.P.S.T. TOGGLE SWITCH
(1) POOL LIGHT
(GFI NOT REQUIRED)
JUNCTION BOX PUMP
BACK'
1.65HP VARIABLE SPEED JAN❑ UMP
MOTOR WITH BUILT-IN OVERLvAD
WITCH W/3- #10 THHN CU Say THIN'12"
41N. CONDUIT (GFCI PROTECTED)
TIME CLOCK
DISCONNECT
12VOLTTRANSFORMER
ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO VERIFY
)EQUATE CAPACITY AT POINT OF CONNECTION
3412 THHN CU WITHIN T/2" MIN. CONDUIT FOR POOL LIGHT(S)
GROUND ALL BOXES, LIGHTS, MOTORS, ETC. ImI SOLID, BARE COPPER.
PROVIDE W.P.G.F.I. OUTLET 10' MIN. -20' MAX. FROM WATER'S EDGE.
ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B)
CONCRETE DECK
NOTE: REMOVE GRATE 8
WELL POINT PLUG FROM MAIN
OVERPOUR BEND INTO DECK 48" TC.IVIA'A`-�
DRAIN S ATTACH AUX. PUMP
TOPINY CAP TIL ,
LINE WHEN EMPTYING POOL
HERE
APPLICABLE
- .
6"X6" TILES r
4" SLAB
INTERIOR
2500 FIBERMtX
GRATE SHALL
FINISH
BE SECURED IN
4 /2" rvP. TYPICAL WALL
PLACE SO
WALL SECTION &__
THAT To
QUIRETOOLS
ARE REQUIRED
WELL POINT
FOR REMOVALk
EL-TEX FORM (Ho scgL aj
6" TYKRAFT
WALL
FLOOR
@ 12" O.C.B.W.
THREADE
E: FOR DEPTHS
PLUG
ER THAN 6'ADD 1-
VE BAR @ 6" O.C.
TO PUMP -►
GRAVEL BED
FILE COPY
MM 2 9 2019
BY:
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE
6TH EDITION FOR RESIDENTIAL
SPECIFICATIONS
MAX. WIDTH 207' MAX. LENGTH 21'6"
MIN. DEPTH 3.5' MAX. DEPTH 5.5'
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION HAUL
TILE INTERIOR FINISH GEM FILTER CS200
PUMP MAKE PER FBC 4501.20 JANDY
PUMP HP: POOL 1.65HP VS FLO PRO SPA NA
FILTRATION PUMP COMPLIANT WITH ANSIIAPSPIICC-15 2011
LIGHTS POOL 1CLR LED SPA NA
TRNFORM: POOL 300 WATT SPA NA
MAIN DRAIN: POOL 2 SPA NA
SKIMMER (1) TIMER INCL
RETURNS: POOL 3 SPA NA
JETS: POOL 0 SPA NA
VALVED VAC LINE INCL FILL LINE NA
DISCHARGE LINE TO GROUND
CHLORINATOR JANDY TRU CLEAR SALT
HANDRAIL NA LADDER NA
DIVING BOARD NA SLIDE NA
HEATER AQUACAL T115 HEAT PUMP
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
TREE IfSTUMP REMOVAL NA
REMOVE EXISITING CONCRETE NA
SCREEN ENCLOSURE BY PIONEER
ELECTRICAL INCL
POOL PATIO FLOCRETE CONCRETE
EXISTING PATIO STAIN ONLY
DECK DRAIN INC
GALLON CAPACITY -POOL 9,930GAL.
GALLON CAPACITY -SPA NA
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX. _WATER VELOCITY - 6ft./s FROM TRUNK LINES
TO 8 ft./s_SUCTION LINES 'TOADS MAX RETURN. LINE
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL - 295SQ._FT 71LN FT
(NENEPAL SOON
1 BKAIMING POOL CONSTRUCTION TO COMPLY WI FLA 9LD0 CODE AND WITH ALL LOCAL ORDINRNCES AND
ZONING REGRATONH
SWIMMING POOL TO BBgR ON SOCK OR LINO MBEP "•D ALL WALLS AND FLOORS SHALL BE DUNKED
OR POURED IMPLODE CONCRETE MY MINIMUM 3,000PB PETS I®38 DAYS, COMPAGANIE SGNENOTH.
3. END NEAR SHALL BE NOTIFIED IF SOIL BEARING LE. MOO PAN, OR MUCK HILT OR LOOSE, SOFT SON.
I8FWND A SOIL HEARING CAPACITY OF MOO RAN, A _ N USE➢ UN.E DESIGN.
4. REPROACHING SASS... BE NEW MILLET. AADE IS,
E.ALL POOL PIPING M BE P.V.C. SCHEDULE W MIN. AND BEAR THE N.B.F. APPROV4.
B. GABONIASH SHALL BE IN CON NNC E WRH LOCAL OROMIAROEB.
T. OLONSPHOUNNALL WAYEA. W PROPGERTY LMER PoL WATER LNDNG NAM NOT PEBIAL 'ISST FOR MORE THAN ONEOINMCE� SURFACE HOUR 9MMLCONigW
S. WATE0. EUPPLYB gSPOASL SMALL BE INSTALLEO BO THAT MERE IS NO CROSS CONNECTION WITH A
DOMEEM WATER SUPPLY OR WATER DISPOSAL SYSTEM.
S. GRMAT MAIN DRAW SHALL HIM FREE Nor OF 42 THE AREA OF THE SUCTSBN TINE
te. HAIR S LINT ST R MW SHALL HAM GERMABLE Sr, INGINO WI A Pare.M FREE A. OF]%THE AREA OF
"He AUCTION MRi.
11. ELECTNCAL: INSTALL WINING SERVICE. LA SHOWESTE uDATA-M EREex. LroxT coxxECMx TO
12, ALCO-FOL
MTALMMNATIONAL ELECT]UCG SYSTE-LATEATED.
.ALL METAM CDNOURB. PIPING SYSTEMS, REINFDPP RSTEEL ELIGHT MASSFIXTURES ATOGETHER
ER &GR. METAL
PORTS COMMON LADDERS, NSAG CO DMNGBORRDBa TBESMALTOBE AN DEGTOOETIER dO0.0UNDE0TOA
NOORSEAD PEN WIN
SMALLNOi BE SMALLER iXANRCOPPER
14. NOOVERXFAD POSTER
WIRE OVER POOL WATER.
BACKWASH EDS' SMALL XAVEA FlLlMTIDN RATE NOT TO EXCEED ]G.PJa,I9.P.OF FILIERAFEq,NO
BACW WgBM REQUIRED.
15. COCOMRAS$HAL M VERiYgLLDIJ.1 ELECTRICAL
CONDITIONS ATSITE BEFORE STARTING THE PROJECT,
OONPECIALA SMALL VFANHA L BE OON OF ELECTRICAL SERVICEBY TO
RE COMPANY.
iS. SPECIAL ATTENTION gpLL BE GNEN R! BASTING FOUXDgl10N TO PREVENT ENT UNOERMIXING.
JOB NAME:SNOWE
ADDRESS: 9410 MEADOWOOD DR FT.
PIERCE FL 34961
PERMIT NO.:
DATE DRAWN:MARCH 2OTH 2O19
DRAWN BY: BOBBY AUSTIN
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = 1' RAY REINHARD
PE # 47041
G 1010 Easter Lilly Lane
Unit 203
Q Vero Beach, FL 32963
R CONCRETE
POOLS, INC.
DECK'i 1 ROW OF WATERLINE TILE
3.5' WATERLINE ON
41/2"
THICK
t R 1/
LIGH1
#3 STEEL @ 12" O/C E.W. 5.5'
WALLS
SHALL
FLOOR SLOPE ��
NOT
FLOOR SLOPES SHALL BE 6"THICK
SLOPE
REASONABLY UNIFORM AND
GREATER
COMPLY WITH ARTICLES 5.6.1
THAN 11 °
THRU 5.6.3
CYCOLAC MAIN DRAIN
15' 41
THE SLOPE OF THE FLOOR FROM
THE SHALLOW END WALL TOWARDS
THE DEEP AREA SHALL NOT
EXCEED 1 FOOT IN 7 FOOT 16'
TYPICAL
SECTION THRU_ POOL
(NO SCALE)
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
SCANNED
BY
St. Lucie County
�"V