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ST. LUCIE COUNTY BUILDING DI ON > `� r
REVIEWED FOR COMPL NC ''� ~
REVIE D Y. LU u° `
THESE PLANS AND ALL PROPOSED WORK v (� ]
DATE r ARE SUBJECT TO ANY CORRECTIONS o \
PLANS AND P RMI MUST BE KEP 0 JOB J \
SITE OR NO INSPECTIONS) WI MADE REQUIRED BY FIELD INSPECTORS THAT ~
COMPLY WITH ALLRAPPLIICABLE COODES, m
CONCEALED FASTENERS OR A7 ACHME
AREsggeSPONSIBIt rty OF 7fl#
rJFl DR pEryORU
POOL SPECIFICATIONS
Max Width
`J' Max Length
Min Depth
Max Depth (c,
Perimeter
�Area
Elevation
FIELF sEr Dirt from Exc. LEIAVE
Returns
y Vac Stub YE 5
Cleaner
- - - ---
OtherPlumbing
L.E27 80 8L eg
Fill Line
NU Overflow No
Tile
(c' X 0 Step Tile YE
Cantilever
NC> Builnose Y5
Raisebean(s)
Light
JboxTimer
��ransformer
NO
_
Automatic controls Ff451/ rT'bUC�14 �C3
Patio Type
`tit V ER. S
Sq.Ft.
r(7 SQFTCoIor c4(PVEJL6C 40'6E
Existing
YF5 Sq. Ft. 99(PI&O FT
Footers
VE,6 w/steel #5 ES NO
Termite Treat
YE6
Interior finish
GE
Pump
Chlorinator
FEAn-AIP- H.P. I/g3a5C,
YES NO 6,4 Z--r
Bench
YEJ Handrail NC>
Gallons
I7 XXa Turnover Time Hrs,3Mins.1/
Cleaning Kit
'D2~ L O X F
Heater
Size )y(� 7`V
Foemboard Survey
YES NO ,47-10
Final Survey
YES NO ----
Compaction
YES NO�11G
COMMENTS
a ►d.R TET PL)WP
N 6Y Tc>
H S Cr i V7-Rc>)-
10B SITE
Jq YLf I e J� Amar'iJQ AJo; t'
yQ'C, c4rv6 AN
r7" Pi err-
FL 9 Ba
CONTRACTOR
SCANNED
JM FORM & STEEL INCORPORATED BY
dba }M CUSTOM POOLS INCORPORATED St. Lucie Count
#772486-0821
tic.#CPC14S8456
FILE COPY
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
"+rRA6TOR OR RECORD
—Pool construction complies with FBC 2017, ANSI-7, ANSI-15
—Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3
—Pool Barrier to comply with Section R4501.17-6th edition FBC
—Skimmers comply with FBC 2017—R4501.21.2
—Soil bearing capacity assumed 2,000psi @9 % compaction
—Equipment Foundation 3'x7' conc. slab min 3.5" thick pour i
place or approved Hurricane Rated precast equipment pads
—Water Heating equipment to comply with FBC 2017—R4501
"ofMGRATE
ATE &
1111K
WELL W PL�GFROM MAN
COPING
A".chAUX PUMP
LINE WHEN
6"W TILE
GRATE SHALL
JEMPMNGPOOL
BE SECURED IN
INTERIOR
PLACE SO
FINISH
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
TRENCH DRAIN
TREADED
PLUG
6' TYR FLOOR
3 1 goo PSI
GUNITE
J'4" PER FT. MIN SLOPE
BRICK PAVER PATIO
44>' TYP. WALL-3,1300 PSI GUNnE
— STEEL-TEX FORM
OR KRAFT WALL
#3 0 12' O.C.B.W.
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
(1)#3 COVE BAR 06' D.C.
GRAVEL BE TO PUMP
TYP. WALL SECTION & WELL POINT
(NO SrA-LE)
BRICK COPING
WHEN PROVIDED PRESSURE GAUGES INSTALLED ON
6"x6' TILE
SHALL BE AT 20" MAXFILTER PUMP FOR FINAL INSPECTION 6*x6' TILE PAVER PATIO
BELOW THE WATERLINE AND
VISUALLY SET APART SPA BENCH 18"
FROM POOL BELOW WATER LINE
GRATE SHALL
xS y
BE SECURED IN
THAT TOOLS
PLACE SO
4�' TYP. WALL-3,000 PSI GUNITE
y ARE REQUIRED
6" TYP.
Vacuum (in Hg) X 1.13 Pressure (PSI) X 2.31 FOR REMOVAL FLOOR
STEEL-TEX FORM
Feet Of Head Feet Of Head OR KRAFT WALL
TRENCH DRAIN #3 0 12' O.C.B.W.
Head 0 U
Vacuum ea � ressure goA
Total Dynamic Head
GRAVEL BE To PUMP
SWIMOUTS SPA WALL SECTION
<N1l SCALE) C PTI[ALE)
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN VENT LINE NOT TO BE
AREAS THAT EXCEED f FURTHER THAN 40 FT
WATER TABLE IN SHELL FROM POOL 25 . MAX.;
TO JVIT WET LENGTH D.. ILTER
TRENCH DRAIN PUMP •PUMP
CHANNEL VENT
DRAIN
TO GRAVEL ern
3" SPA
MAIN DRAIN
POOL DETAIL
( NO SCALE)
OUTSIDEANGLEOF REPOSE
6' AND FURTHER - 4' THICK WALLS W/#3 REBAR OW D.C. EACH WAY
3' TO 6' - V THICK WALLS W/#3 REBAR 012" D.C. EACH WAY
6 TO 3' - 9" THICK WALLS W/#3 REBAR 012* O.C. EACH WAY
/ ��
UCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SEIT.EMENT
• NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
COMPACTION TEST OF THE MALLIED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
SPA DETAIL
(NO WILE)
12 1)
12"
(2) #3 REBAR OR
(1) #5 REBAR
PAVERS
FOOTER DETAIL
(Nor SCALE)
HEATER
CHLORIN
ATOR
HEATER
t
BY-PASS
SKNOSFR
POOL
0KI-1- 0*11
a
A FORM & STEEL
[sun a M17 loot bo Tel
SUN
DECK DECK 1 ROW OF WATERUNE TILE
FILTER
11 MR A WATERUNE
MAXR&M@PUMp W/ MR & 7
LINT STRAJNER 03 STEEL 0 W O/C E.W.
FLOOR SLOPE
ROOR SLOPE SHALL
REAAN6BLY UNIFORM INa
COMPLY WIN ARTKUS 5 6.1
THRU 5.6. THE SLOPE OF THE FLOM FRIWI
ME StIALOW END WALL
TOWMS THE DEEP ARFA SHALL
Na EMC® I FOUT IN 7 M
SVI" OR32 BONE �7_ �—O
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OLME CMP 25506-32X VGI3
PER FRC450I.6. COMPLIANT 32" CHANNEL DRAIN
COMPLIANT
2017 FLORIDA BUILDING CODE
LISTED TO ASMEIANSI A112.19.8
32' CHANNEL DRAIN AND SUMP
25506-320-000
*THREE 2" SOCKET A 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK To PUMP
The maximum flow rating for this suction filling with the center port plugged and outer ports
open is 308 GPM (floor) and 212 GPM (wall) when using ZS' plumbing and 268 GPM (floor)
and 192 GPM (wall) when using 2' plumbing. The maximum flow rating for this suction
fitting with the outer parts plugged and the center part open is 200 GPM (floor) and 168 GPM
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing.
6* THICK
32'-0"
TYPICAL SECTION THRU POOL
(NO SCALE)
W&L5
51du
SLOPE
GREATE
THAN I I
Determine System Flow Rote: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: - --z -ft =_x 7.48(gal/Ft) = --- i=--gal PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: — XXX - go, / __XXX =
_XXX ------ ��X —=-- XXX
(Volume) (Turnover Minutes) (Pool Flow Rote) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be_ -L5—inch to keep velocity @ 8 fps max, ot-j-11-gionn maximum System Flow Rate.
Return Piping to be--2_.Linch to keep velocity 0 8 fps max. at-j-lZ-gpm Maximum System Flow Rate.
Main Drain Cover(__-_ SEE ABOVE___) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model PENTAIR SUPERFLO VS3050 H.P. 3
Tote) H.P.=H.P.xserviwfacxx.1 H.p. ormwe must be 2 speed or variable spud
Filler Make PENTAIR C&C size 150
Fft min, area based an Ghr. turnover flow ads pool gal. 1360 min. - Flow Rate
Was G.P.M. by Cartridge = .375 or Send = 15 or D.E. = 2
Time Contmiler make ON PUMP Model ------
Controls must operate a minimum of two speeds.
tdnl,h.,k�
Pipe Size
6 fps
EPPS
1.
16 gpm 0,14'
21 m 0.23'
L51
37 gpm 0.081
50
2.
62 gpm 0L06'
QgpmO.14'
82 apM 0.10,
2.5'
88 gpm 0.05'
31
136 gpm 0.041
1Bf-gpW--7,D7'
41
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 0.021
1 712 gpm 0.03'
Determine Pipe Sizes: SPA JETS ONLY
Trunk Piping to be —3-inch to keep velocity 8 fps max. at--1-81 gpm Maximum System Flow Rote.
Return Piping to be to keep velocity 0 8 fps max. at-Al-gpm Maximum System Flow Rate.
Main Drain Cover(-- SEE ABOVE___--) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model PENTAIR WHISPERFLO H.P. 2
ToW H,P.=H.P,x services factor. I H,p. or we must be 2 speed or variable speed
I'llter Make— N/A Size - - -
Fifter min. area band an 6hr. turnoverflow rate pool gal. 1360 min. = Flow Rate
DMde G.P.M. by Cartridge -.375 or Sand = 15 or D.E. - 2
Time Controller make N/A Model ------
Controls must operate a mirlinurn of two speeds.
The hiaher speed ovemide Is notto exceed one normal cvcle a 24 his whichever Is less
Pipe Size 6 fps ef ps
1. 16 gpm 0.14' 21 gpm 0.23'
POOL PATIO 1.51 37 gpm 0.08' 50 gpm 0.14'
MISC. NOTE WATER 2' 62 gpm 0.06' 92 QPM 0,10'
LEVEL
1. ALL STEPS AND SWIMOUT BENCH EDGES 2.51 88 gpm 0 05' 117 111 009,
WILL HAVE 2,6 CAPTLE BORDER OF OPPOSITE *�4
COLOR OF GEM FINISH FOR VISIBILITY FILE Copy 3' 136 gpm I'_' 81 gpm t07
2. HANONDLID TO BE INSTALLED ARE WHERE
12 VAC FROM 4' 234 gpm 0.03' 31 g 51 ENGNEER: GREGORY ARIAS
DECK RAISED +6* ADM POOL POWER SUPPLY 6' 1 534 gpm 0.02' 712 giam 0.03' PROFESSIONAL ENG'nR PE-Y071
=E SIZE AS DETERMINED 12115 5ft pis ce
10" MIN BY LICENSED ELECTRICIAN
4. UNDERWATER
U HT (305)879-054
r PVC DESIGNED FOR:
POOL FINISH
CONDUIT
STEP DETAIL J.M. FORM & STEEL P—'7- lip
1. TREAD IS MIN OF 10' WIDE SCHEDULE 40 PVC SLEEVE
NOIL RESIDENCE ***ELECTRIC NOT INCLUDED***
2. RISER NOT GREATER THAN 12' EXCEPT IF NO BONDING
MORE THAN (3) TREADS WE USED OR GROUND 6446 CITRIS AVE PREPARED BY; SHET:
3. ALL STEPS TO BE SOLID GUNITE 3D00 P.S.I. REQUIRED
FF PIERCE, FL STEVIE HORST
NICHLESS UNDERWATER LIGHT DETAIL DRAFTING & x0m Y2
STEPS 2
(NO ALE) DESIGN SERVICES
(772)201.7846 horststeve@yaboo
TDH CALCULATOR JMCUSTOM-NOIL-HIGHSPEED
Pool Information
Flow Rate: 99.38 GPM
Total Piping Lengths:
SucS"Lilt 2 Ft
Inlet Sloe: 92 Ft
Discharge Sloe: 1D6 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(cooinat your loon code)
inlet Piling: 2.445 In
Branch Piping: 6 FUSec
Discharge Piping: 2.445 In
Inlet Piping: 8 FVax
Discharge Piping: 8 Kate
piping Head Low at 99.38GaUMin:
(not mcuding finings or vdvefi)
Inlet Piping: 5.62 Ft
Discharge Piping: 6.48 R
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes
Flew Rats:
09.38 Gaimin
Branch Piping: 3A In
Your Head Lacs:
79.21 Ft
Inlet Piping: 2.5 In
Maximum Flow Rate
Discharge Piping: 2.5 In
st Maximum RPM:
se.3s Gs1/011m
Enam the drain cover max Now nNOW Is not
exceeded
Head Law at
79.21 Ft
Maximum Flow Rate:
ISO
SSS�
OO
00
System Head Pressure Curve
Vable Speed. VS+SVRS, VF, or VSF-3450
Clog Sed
- Clean yatmn
CesimL Op oidon Point
50 ICo
Volumetric Flow Rate (GPM)
Selected Components
Components
Nor
IdefiChlor lC-4D
7x2.5'3wey vdve
Mein Dram
Cam and Clam
McTmp
1 irwh Row.
Piping
Name
B0 degree elbow
45 degree elbow
Tao Through
Pumps
Name
oW4JFM Variable Speed, V9+.9VRe, VF,
a VSF
Al PoMM voci madts and logos are owmd by PenMr, Inc. MbMFico shr
am rcpsNmd tMoosuka." vacemeWs a PmbN WalmPod end Spa
ocunMM, Unese acoMe D'nobd. namesend bmntla of bird ponies that
exmreemant between tie ownwa am.. area arts braMa am Pads,
bMemarksaraebromdhede.aMs ormose 111.vtl omMp B6e6u% We ere
Nutl Lou d
Qua 1 99.NG3 46
4 .
d 1.1
1 1.7
3551 5
i 51
4 1.57
Inld Discharge Naad nomad
Ouawty Quantity 98.360MAMin
6 12 7.59
0 0 Oa0
0 3 0.90
puaWty
t
(Comm®. E.ayTONehe, 11,07d ere, S.Touche, aM Ero Seb41'
Irv. ariNpr da amdamdewnpaMeeM Xis UMmd Sleba ardrwoex
m VaMr Powatdls dowmenler. rml urdm MdkeG an aBNbtldn a
wabr Po.lyl.prwroc. Aoducftaod Gulls marem.
cpnXnuwNYimpmWM owpmdmN mdaervkea Finer.
1
Pentair TDH Calculator Page I of
0 PENTAIR
TDH CALCULATOR JMCUSTOM-NOIL-LOW SPEED
Pool Information
Pod Volume: 17000 Gal Total Piping Lengths:
Turn Over Time: 6.75 Him Inlet Side: 92 Ft
Suction LA' 2 Ft Discharge Slow. 106 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult yam local code) Inlet Piping: 2.445 In
Branch Piping: 6 Fusee Discharge Piping: 2.445 In
Nilct Piping: 8 PVSec Onohrga Piping: S FVSec Piping Head Loss at 41.98GaUMln:
(nN inoud'ma lillings or valves)
(Net Piping: 1.14 Ft
Discharge Piping: 1.31 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flew Rate: 41.98 Gal/Min Branch Piping: 2.0 In
Your Head Loss: 22.16 Ft Inlet Piping: 1.5 In
Maximum Flow Rate Discharge Piping: 1.5 In
at Maximum RPM: 11.31 G"in
Ensure the dioln cover mar tow rating Is not
exceeded.
Head Loss at 7921 Fl
Maximum Flow Rate:
System Head Pressure Curve
40
35
30
r.25 _ _.._..
O
i
1620
15
10
5 ImN1iFw Variable Speed, VS+SVRS VF. or VSF - UPON) rpm
Clean 9yfi1em
Desired Oponol. Point
0
o m 20 l 40 sax ear
Vollmetrie Flew Rate (GPM)
httt)s://www.pentairpartners.com/marketing/tdh/index.aspx 11/26/201
Selected Components
Components
Naad Low d
Name Quaintly 41.080a1fiMin
mmlliChbr lC-40 1 ON
Tx2S3wayvatve d e72
Mein Drain 1 0na
Clem end Char 1 1.04
UM.Tao, 1 12M
1 mch Rahm 4 C.34
Piping
lose Discharge Head Laed
Nerve Quampy Quarety 41J8paVMin
w damsaolbow a 12 1.54
45 degree elm 0 0 0.00
Tee Trough 0 3 OAS
Pumps
Nerve QYMaity
McIRFb VadWe3peed, VS+SVR9,VF, 1
m VSF
All Podab bederi end bgoa are ownedby Perddr. M. i mFIo®. MGNCwnme, Ew7b ch®, rdaNFFdc hlR Scold xne, sin Em Saber""
are M91sheea heemwu, andbrMdemmAa WPoMabwdar Pod and Spa.loc, andPorga ar46ated mmpaoba M ham Um9ed SIMMS wo7c other
cpm0dse.UMMM.4-aaly react ranee and breMa dmMpedlea char may be dee M W, decoMe t Ms mfuxtl M Mdieee so aisodn or
endbmeneM Meae lMgnouvionxneneaaM d, ere PorrtM cool of andspa. Inc. Thoasnamesand Ganda my Datla
badeM course Mcircaboosmhcut ocxi Pew onauaalopround,eMuMy XnprovYe owgoducharW aervbes, PormN maervea the
dpht m dterpeapwMmMna wlMwdPMrnotica Ponfebban equd appwNMty empb}er.
ELECTRICAL EQUIPMENT WHUNG, GROUNDING AND INSTALLATION MUS!'
CONFORM TO THE 2017 N.E.C. AND APPLICAKE LOCAL CODES
SO IImS s 8'8• HIGH x 36• DEPTH CLEAR WORKING SPACE IN
FRONR OP eNT PANEL BOARD PER 110.26(A), 110.26(2)
AND 110.2a9) OF THE 2017 NATIONAL ELECTRIC CODE
duxcnoN-awls)
MIN OF 8'
ADM POOL DEC(
V N.U. APm0E9
fDIF: l' WC COOUII w...l,+..
WATER PROOF C.F.I. 3-I12 M
MUST NOT RE MORE
RWI 20' FROM POOL 1/2' CONDW
EDGE AND NOT
IWfml 6' OF POOL EDGE I6 SULK COPPER WK
It EQPPOTENIK BOND
N.S.C. 2017 SEC. 6e0.22(8) N SOLD COOPER
WINE TO GROUND
ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL WORE SRALia
CONFORM TO N.E.C. 2017 SEC. 980
FRAIL
(SAVE IBOND
R1G FOR
*TM
MCNOR M �1
IS SOLID COPPER
_ "D MRE Ian!
APPROM CINIPS
is SILO COPPER
\_ OOND MRE a11H
APPROVED CAMPS
NICHE 1-le San RNSE COPPER
18'MIN-24'MAX coin. PERIUDER BOND
POOLS
1-Ie SOLN CARE COPPER
BONA WINE ham WPRMD
CAMPS s (4) SDFS OF
WNnE POOLS POND TO
POOL SLLEL
EOUIPOTENTIAL BONDING DETAIL
PER FLORMA BUILDING CODE ADAPTION
OF THE N.E.C. 2017 SEC. 680.26
0 PENTAIR
TDH CALCULATOR JMCUSTOM-NOII,-SPA
Pool Information
Flow Rate: 135 GPM
Total Piping Lengths:
Suction LIB: 2 Ft
Inlet Side: 96 Pt
Discharge Side: 100 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult Your lace) code)
Inlet Piping 3.043 In
Branch Piping: 6 FV8ec
Discharge piping: 3.043 In
Inlet Piping' a FVSec
Discharge Piping: 8 Fuser.
Piping Head Loss at 135AOGailMin:
W 9
toot inrudmp Idlm4s O! valve67
Inlet Piping 3.57 Ft
Discharge Piping: 3.72 Pt
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes
Flow Rate:
135.00 GaOMin
Branch Piping:
3.0 In
Your Head Lose:
24 47 Ft
Inlet Piping:
3.0 In
Maximum flow Rate
Discharge Piping:
3.0 In
at Maximum RPM:
133A0 Gal/Min
Ensure the divan covermax Bow ourself Is nor
excem/ed.
Had Lou at
24.47 Ft
Maximum Flow Rite:
40
30
20
its
0L
0
System Head Pressure Curve
2hp, i Full Rated, (011616)
moan '.tam
Desired Cosci r. Paint
50 100 VA me
Volumetric Flow Rate (GPM)
Selected Components
Components
Headwee d
Name
cusetty
1a5.ODsaMen
r.253wayvdve
0
0.00
Mein Down
1
2.81
Bid inch Re.
a
AAA
Piping
Inlet
Discharge
Head Lossid
lama
Quantity
Qcemry
139.000aVMin
W degree elbow
a
19
7A5
45 degree elbow
0
0
0.00
Tee ThmuOh
0
5
IA3
Pumps
Name
Quemoy
2hp, E+. FUII Rabd,(011515)
1
EI LE COPY
I