HomeMy WebLinkAboutPOOL SPECIFICATIONELECTRICAL DIAGRAM AND ELECTRICAL DIAGRAM N.T.S.
GFI OUTLET PER 2014_NEC
HEAT PUMP HAS TIMER
CONTROL UNIT BUILT IN
HEAT PUMP W/ (2) #6 CU, (1) #10 MANUAL MOTOR STARTER
NEUT. & (1) #10 CU GROUND IN'/4" SWITCH
CONDUIT HEAT PUMP HAS 1HP VARIABLE SPEED JANDY
TIMER CONTROL PUMP MOTOR WITH BUILT-IN
POOL PANEL W/ 80 AMP NIT BUILT IN OVERLOAD SWITCH W/3- #10 THHN
BRKR & (2)-#4 & (2) #10 GND CU WITHIN'/2" MIN. CONDUIT (GFCI
THHN CU IN 1" RPVC CONDUI PROTECTED)
S.P.S.T. TOGGLE SWITCH
(2) POOL LIGHTS 2HP JANDY JET PUMP MOTOR
(GFI NOT REQUIRED) WITH BUILT-IN OVERLOAD
JUNCTION' BOX SWITCH W/3- #10 THHN CU
TIME CLOCK WITHIN %" MIN. CONDUIT (GFCI
(1) SPA LIGHT' PROTECTED)
(GFI NOT REQUIRED) PUMP 1, PUMP 2, AND W. P. DISCONNECT
HEAT PUMP BONDED 12 VOLT TRANSFORMER
BACK TO POOL
ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO
:RIFY ADEQUATE CAPACITY AT POINT OF CONNECTION
3412 THHN CU WITHIN'/2" MIN. CONDUIT FOR POOL LIGHT(S)
GROUND ALL BOXES, LIGHTS, MOTORS, ETC. wI#8 SOLID, BARE COPPER.
PROVIDE W.P.G.F.1. OUTLET 10' MIN. -20' MAX. FROM WATER'S EDGE.
ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B)
SCREEN THROUGH
PIONEER
24 n. 3 in.
VERIFY
"LOCATION OF GFI
EXACT
EQUIPMENT
RECEPTACLE
LOCATION IN
PAD
TO BE DETERMINED IN
FIELD WITH
PER FBC
FIELD PER NEC 680
SUPERVISOR
R4501.22
P-IIPI-NG SCHEMATIC
EQUIPMENT LAYOUT N.T.S.
2" VACUUM LINE
3" POOL MAIN DRAIN
2" SKIMMER LINE
2.5" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
2.5" RETURN LINE TO HYDRO JETS
JANDY TRUE CLEAR SALT SYSTEM
1.5" TO WASTE OR DISCHARGE TO GROUND
1HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
2HP JANDY JET PHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE
VALVES (TYPICAL)
INSTALL PERMA-CAST WATER BOND OR APPROVED EQUAL TIED TO PUMP
IOUND W1 #8 SOLID COPPER & APPROVED LUG (MIN. 9 SQ. IN SURFACE AREA
'POSED TO WATER) PER MFGR'S SPECS (FIELD VERIFY LOCATION)
HEAT PUMP WIINTERNAL BY-PASS
TILED STEP
EDGES
3.5' DEEP
Sin SUNDECK
IN UMBRELLA
SLEEVE
IS
COLOR LED
POOL BARRIER PER FRC 4501.17-41.1.17.3 AND Ci
ANSI/NSPI-5-1995 NSF CERTIFIED TO ASTM F 2208-08 '
SAFETY BARRIER PER FRC 4101.17.4501.17.1.15 &
ASTM5034-95, ASTM D3787-89, ASTM 653-96
FOOTER DETAIL
(1) #6 REBAR
OR (2) # 3 REBAR
nor
8"±--1-4
8,.
NO SCALE
'# 1.5"
SPA DETAIL
CONCRETE CONCRETE
DECK OVERPOUR
COPING
(1) CHAR
DRAIN AND
GRATE SHALL B
SECURED IN
PLACE SO THAT
TOOLS ARE 6" TYP
REQUIRED FOR FLOOR
GRAVEL
TILE SPA WALL
SECTION
(NO SCALE)
t 1/2" Ti
WALL
STEEL-TEX FORM
OR KRAFT WALL
#3 @ 12" O.C.B.W.
2HP JET PUMP MAX
- PROPERTY LINE
Emu.
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---------------------a•------•'-------
MEZZO EN EN ARE EN ARE EN ARE EN RESS RESS RESS EN AN SRONSWEESERARRUSN'SER.P.R.H.MMM".MMM
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-C-���P�nalla,:vmrsaltis�---------_E-------
RESSERS
ji
13.5' x 28'
VAC LINE
1.5"
COVERED
LANAI
11' FASCIA
DOOR AND WINDOW
ALARMS BY OWNER
1"
D 3 3„
5.5' DeEP
LED O
i TILED BENCH
OWNER TO REMOVE
EXISTING PAVERS
12" RAISED SPA
SKIMMER
2"
SWIMOUTS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
WATERLINE
18' max.
1$10�
N.T.S.
WATER LEVEL
UNDERWATER
LIGHT
POOL
POOL PATIO
MISC. NOTES
1. SHORING TO BE INSTALLED WHEN POOL
SHELL IS CLOSER THAN 6 FT TO HOME, OR
EXCEEDS THE ONE TO ONE RATIO OF THE
ANGLE OF REPOSE
SHORING DETAIL
2X4 @ 24" O.C.
i PLYWOOD
SHOME FOOTER
DIRT
WM.NgTAei.ISW1 m.veBA W. 6401
rW..6NIwo wF-.
Wawtea ALSH -aenoW.Wm,1,.I.taa,.wme,aRMnMkt e:amn
nPNeere
C➢mmx9Mrtq.rcmenKPYILIareaWN dTan"Ttt.aarxe
w11AMSmuwA D"'.2 oNFIRUMAEMfAMi1S-0creenaELRreR boa f
MCPXIe11.aEa1MApY8 ]611 @rllfiphy UMemMelalabe2tM.481 '
19EEE MyNalNlpxMV Su k]W Brea G9)8I16JN
❑ m3nxv wlkamwn.WkNm.nmAaelaln 'a`
W,ba BW,k O Gore 81 w4B,R' O Nqa
,I.Re..-,®.,.ene"MR.N...m..an....wl..0clTe,e.-leneewwRe.co.e.wo,
.WNW,..�,.WRAWU ,....W.m. NWawa
�.. mmw W-.....M.... �.
eeNW..m,et...w.eue+IfeelefeewW✓gFb,m .i.,..
6"Ntlyy.MR2»aB,IA lle
sari SPX SIR p15M^
6w1Auv T.N. F• IRS 1ST W IS
_Wo. Aa.wa
LUG
Net. ASyXM&eIE�wli+al,
.;10
B PoPax
M+ANB, Y t
MWamW"
I 5 ' ..A
J__ _ T utl
eUv1N. R Nm.DWABNAMMWt6d..FMeAWAU.Pa w.,
POOL RETURN LINES 2.5" TO FIRST TEE
POOL DETAIL
APPROVED MAIN DRAIN FRAMES AND
GRATES PER V.G.B, ASME/ANSI 112.19.8-2007
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR
' RESIDENTIAL WITH THE 2014 SUPPLEMENTS AND THE ANSI/
APSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE
' MINIMUM (2 SUCTION UCTION LINES PER PUMP 3 FT.
SEPARATION OR SEPARATE PLANES
AS • 3 FT. MIN.
• El
• '
3" SUCTIO:LINE PUMP MAX. 6 FPS MAX
TTION PUMP 3" PLUMBING LINES
FROM SUMP WI 3"
OUTSIDE ANGLE OF REPOSE
8' AND FURTHER = 4" THICK WALLS WI#3 REBAR @ 12" O.C. EACH WAY
T TO 6' = 6" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY
0' TO T = 8" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY
9 n.
= � I
a o
m 311.
/
OW
4 y
O
/ aW
EXCAVATION INTO THE ANGLE OF REPOSES ALLOWABLE PROVIDED:
n SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
• NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
' COMPACTION TEST OF THE BACKFILLED MARTIAL ARE PROVIDED AT
C.O. OF THE SWIMMING POOL
FROM/
1" LIGHT POWER
CONDUIT SUPPLY
UNDERWATER
1 '/2" PVC PIPE LIGHT DETAIL
NO SCALE)
APPROVED
GROUNDCLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
RAILS & EQUIPMENT
APPRS PAD DIN ETAIL ND TES
PER V.G.B. ASME/ANSI 112.19.8-2007
APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR
' RESIDENTIAL 6T" EDITION AND THE ANSI/Alif 2006 FOR
SUCTION ENTRAPMENT AVOIDANCE
RETURN LINES FOR SPA 2.5"
TO FIRST TEE
UNBLOCKABLE CHANNEL DRAIN
E ,
SA A,A 8 FPS MAX
P PLUMBING
3" SUCTION LINE TO LINES FROM 2.5" SUCTION LINE TO
PUMP MAX 181 G.P.M. SUMP WI 3" TEE PUMP MAX 117 G.P.M.
8 FPS MAX S FPS MAX
TO JET PUMP TO FILTRATION PUMP
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 -
I
48" MAX
WATE
MI .
DEPT
T•M
e
12 /
�a•
Fmnx.
6
N.T.S.
1S.' MIN.
( ENTIRE PERIMETER)
W.L.
p8 GROUND WIR HANDRAIL BONDING DETAIL
WHERE APPLICABLE
PER NATIONAL ELECTRICAL
STEPS CODE
STEP DETAIL
1. 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 40M
PSI.
�11 -
SOIL
#8 SOLID COPPER
BOND WIRE APPR.
ZONE ON EACH SIDE
8 GAUGE SOLID COPPER WIRE-
., CLAMPS
OF POOL 4 TOTAL)
EOUIPOTENTIAL BONDNG GRID DETAIL MINIMUM 18" FROM EDGE OF POOL
AROUND ENTIRE POOL PERIMETER
PER N.E.C. 2011 SEC. 680.2E BURIED 4" TO S" DEEP
(WHEREADOPTED)
VS-FHPL-0PERFORMANCE CURVES
O
90
_
FILTRATION PUMP
0
70
LL
�
34SO RPM
a
W
2
40
U
!D
2750 PP
z20
I000RPM
1 FILT TIC
O
WREEW
I73OWM
N PUMP
10
HIGH
SPEED
O
0
1-
0 10 20 40
So 0 70 00 00 100 110 120 130 140 150 140 170 100 IN 2M
FILTRATI
ON PUMP
FLOW GPM
LOW
SPEED
CONCRETE DECK
1/4" PER FT. SLOPE
NOTE; REMOVE GRATE 8 OVERPOUR BEND INTO D CK 48"
WELL POINT PLUG FROM MAIN �,.
DRAIN 8 ATTACH AUX. PUMP (OR CAP TL
LINE WHEN EMPTYING POOL WHERE ,T
APPLICABLE
6"X6" TILES 4" SLAB
INTERIOR 2500 FIRE
GRATE SHALL FINISH TYPICAL WALL
BE SECURED IN
4 /2" TYP. SECTION &_
PLACE SO
WALL
WELL POINT
THAT TOOLS
NO SCALE)
ARE REQUIRED
FOR RE AL
STEEL-TEX FORM
6" TYP. R KRAFT WALL
FLOOR
#3 @ 12" O.C.B.W.
THREADE
NOTE: FOR DEPTHS
PLUG
REATER THAN V ADD 1-
#3 COVE BAR @ 6" O.C.
TO PUMP -►
GRAVEL BED
_-ERTIFICATE OF COMPLIANCE
S-3�
Sa-..T<1CTE COII�TY wte
IVISIOIN
In e t^IWwo,pN,rdsWrAMNtrtffid.AASXAPSH16 lift per Section 1404 at the Vi R E V I PIA ED FORGO
NNAWCAnd Selet,t AID WE20GENnuawalvWGINi leTrihicy. vse xL',YIEK'ED BY
'that, UOL ert RACRAWrc1 by Lot Mal@tl Produtts, lrf In Shanghai,.Aina antl
poi by UnCem'lrnn After ANI at2929 f.Impenal Highway, SUlletN. Geq G92931 DATE INS: 714 28 SENT Or IAPMO ART Lib X SM L Pnh eii Sail ..,, G 9TI61
IPn: AD34724WM. ADO, wthe Get ofone ealouw,1memnaPN..,laNvmX.^tX. PLANS AND PERMIT MUST BE KEPT ON
OR NO LNSPECTION WILL BE MADE.
I nLJaC C N 9i v ALLi7 CT:,o �J'liVlil� 1 L'-..r
TKIMICAL GUIDE 311 E SUBJECT TO ANY CORRECTIONS
.a «^ EQUIRED BY FIELD INSPECTORS THAT
AY BE NECESSARY IN ORDER TO
- OMPLY WITH ALL APPLIQASIRS CODES.
CONOFAEp FASTENERS ORAlTACHd9SNTS
ARE THE RUPONSIRI
CONTRACTOR OF COOR THE
DA1f OF MPNUTKIDAE
e (IKIOMMCLDEDPROWCTS136HERRNGMAD NEVMAN.GA3026PoIWWW�M-PCOMUov
APPROVED WITH THE 2017 FLORIDA BUILDING CODE FIR'LE
RESIDENTIAL SIR EDITION
SPECIFICATIONS
MAX. WIDTH 13.5' MAX. LENGTH 28'
MIN. DEPTH 3.5' MAX. DEPTH 5.5' SCANNED
SHAPE CUST ELEVATION T,B.D
FILL FROM EXCAVATION HAUL St LUCIP,
TILE INTERIOR FINISH GEM FILTER CS200
PUMP MAKE PER FBC 4501.20 JANDY FLO PROIPHPM
PUMP HP: POOL 1.0 HP FLO PRO VARIABLE SPEED
FILTRATION PUMP COMPLIANT WITH ANSIIAPSPACC-15 2011
LIGHTS POOL 2 CLR LED SPA 1 CLR LED
TRNFORM: POOL 300 WATT SPA 100 WATT
MAIN DRAIN: POOL 2 SPA 1
SKIMMER (1) TIMER INCL SPA PUMP 2.0 PHPM
RETURNS: POOL 3 SPA 2
JETS: POOL NA SPA 6
VALVED VAC LINE INCL FILL LINE INCL
DISCHARGE LINE TO GROUND
CHLORINATOR TRU CLEAR SALT SYSTEM
HANDRAIL NA LADDER NA
DIVING BOARD NA SLIDE NA
HEATER RHEEM 5350
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
JANDY RS4 INCLUDED
REMOVE EXISITING PAVERS BY OWNER
PUMP POOL PATIO NA
SCREEN PIONEER
ELECTRICAL A&G CONCRETE POOLS
POOL PATIO CONCRETE FLOCRETE
EXISTING PATIO CONCRETE FLOCRETE
DECK DRAIN INCL
GALLON CAPACITY -POOL 9055 GAL.
GALLON CAPACITY -SPA 735
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX. WATER VELOCITY - 6 kis FROM TRUNK LINES
TO 8 n.lS-SUCTION LINES, 1i MAX RETURN LINE
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL -269 SQ. FT 70 LN FT
GENERAL NOIEe:
LSmMMINBPODLCON MUCTION TOCOSRLY WI FLA.BLOB. COOEAND SAAMALL LOCALOgpmANCES AND
OpHINGPEGULARONe.
2. SWIMMWO POOLTO BEgROX poCq OR UNDISTURBED SAND. ALL WALL6ANDiLOORe SHALL BE WXIIEp
OqF u. UN
ALpCE CONCgEIE WI MNIMUM],000 P.S.I.COXCRETE I®LDAYS) COMPRE68WE81RENGTX.
A ENGINEER SHALL BE NOTIFIED U SOIL BEARWG LESS THAN NES P.BF..OR MIIC., SILT OR LOOSE, SOFT SOIL
IS FOUND GOOA 6BOIILBEARIXO CAPACITY OF IS. FAX. HAB BEEN USED IN THE DESIGN.
W
M66XALLBENEW M1ET.I.S..
6.ALLPOOt_NRw TOBEP.v.C.SCHWNLe..MtxAND BEAR THE NAI. APProvLL.
II. MCN.WASH SHALL BE IN COMPLIANCE WITH LOCAL ORDINANCES
], OISPO6LL OF POOL WAIER SHALL CONFORIM TO LCCPLOROINANCEB. SURFACE OMCONTAINSNALL CONTAIN
WATER WITHIN L, PROPERTYNES. PONDINOS„ALLPERSIST NOT FOR TUMAN ONE HOUR.
A WATERSUPPLY 8 DEPOSAL SHALL BE INSTALLED SO MAY THERE 6 NO CROW CONNECTION NTH A
OOMESTC WATER9UPPLYSHRAV
GARSTW WBFOS"GRATEM.
B. GRATE AT MNN DRAIN ALL E-FREE AREA OFWME AREA OF ME SUCTION LINE
TA.HAR 8 LINT STRAINERS SHALL HAVE REMWABLE SCREEN WIA MINIMUM FREE AREA OF S%ME AREA OF
THESSORP IXE,
E1. ELECTRICAL: INSTALL WIRING S DEVICES AS SXONN IN -POOL III HEREON. LIGHT CONNECTION TO
CON FORM TO NATIONAL ELECT AL CODE -LATEST WOMIS.
f].Y META UC CONDUITS. PIPIWSMEM . REINFORCED STEEL LWHT FUTDRE88 HOUSING, METAL
PARTS OF LADDERS, HANDI RISING BOARDS a SUP1 ORTB To BE BON DEG TOBEMM S GROUNDED TO A
COMMON GROUND. SORGHUM CONDUCTOR SHALL NOT BE SMALLER THANp COPPER
13. fM OVERHEAD OPEN WRE OVER POOL WATER.
1ACARiRIWEFKTERSHALL NAVEAFHLTU MPATENOTWEXCEED]OA.NIS.F.OPFRTERARFA.NO
M ANAB„REOUIREO.
16.CONTPSCTOR SHALL VERIFY ALL WMENSIONB AND CMDRICUR AT SITE BEFORE STARTING ME PROJECT.
pgNTPgCTOR BI-LL VERI%LOCATW OF III CRtl[AL SE0.WCE BY F.PdL COMppHY.
16. SPECIAL ATTENTN]N S„ALL BE GWEN TO EXISTING FOUNDATION TO PREVENT UNDERMINING.
JOB NAME: HOLMES
ADDRESS: 9501 POINCIANA CT
FORT PIERCE, FL 34951
PERMIT NO.: 1803-0239
DATE DRAWN: MARCH 20, 2018
DRAWN BY: DAVE CURLAND
DESIGNER APPROVAL: 52C
CUSTOMER APPROVAL:
SCALE: 1/4" = 1'
RAY REINHARD
op
PE # 47041
1010 Easter Lilly Lane
Unit 203
Vero Beach, Fle 32963
CONCRETE
OOLS, INC.
1 ROW OF WATERLINE TILE
3.5' I WAT
@ 12" O/C E.W.
FLOOR SLi
FLOOjj SLOPES SHALL BE
REASONABLY ILFORM AND
COMPLY-MTBARDCLES 6.6.1
TR 4e.7
CYCOLAC MAIN
THE SLOPE OF THE FLOOR FROM 25'
THE SHALLOW END WALL
TOWARDS THE DEEP AREA SHALL
NOT EXCEED 1 FOOT IN 7 FOOT 281
TYPICAL SECTION THRU POOL V
(NO SCALE)
RECEIVED
MAR 2I '�18
ST. Lucie County, Permitting
4'We THICK
1I
-
5.5'
LIGH
WALLS
SHALL
NOT
ZH I C�Kj
SLOPE
GREATER
THAN 11'
3'