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CONCULE9 PUMPS ORATTACHMENTS
ARE THE RESPONSIBILITY 'OF -THE
CONTRACTOR OF RECORD '
SCREgo V EPVCLO9vRE
BY C�rr)4ERS
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(?D -BE r-A PPEO
PITCH
alr®
T;ESEFLAW A ULFIROPOSEDWON
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NOUIRED 1Y FIELD INSPECTORS THAT
MAY U c NECESMY IN ORDEAR TO ;
TRAVE'Rnom
PA?7-)p
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V4RXIEIZ
PER e , F_
ScREFJV ter.
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SL LUCiE CUU
BUILDING DIVI;
REVIEWEpp
FOR co"w'...
DATE o
PLiNS AND PER .
IUUST aE KEPT ON NI I
NO'NSPECTION.W OL? OR
RFMADC
POOL SPECIFICATIONS
Max Width
I q q Il Max Length air I{ It
Min Depth
3 V Max Depth 1514:,"
Perimeter
0,
9Area glVO',SQFT
Elevation
F/EtV ,S,wT Dirt from Exc. L4W vE
Returns
q _Vac Stub YES
Cleaner
Other Plumbing
(y) 7'NEMPPY �.5 WaI13GG1L! - LrcaD
Fill Line
ND Overflow yE5
Tile
(p" X V' Step Tile YE.5
Cantilever
I )0 Bulinose YE6
Raisebean(s)
13 +►lot" — a, +(o"
Light
�WIIP4p)WWtgxTransformer 802,g A' I
Jbox
2, Timer 1liD
Automatic Controls EsfSYTO0G14 q W SALT
Patio Type
:Uq1/EQTjWe
Sq.Ft.
714 $QF7- Color DtoIV S CH61UE
Existing
YE6 Sq. Ft. '20S'_$Q'FT
Footers
VF,6 w/steel #5 ES NO
Termite Treat
xn!g>_
Interior finish
GEA
Pump
Chlorinator
rR&7XIR H.P. V53050
NO ALT
Bench
VES Handrail NO
Gallons
)3�'Turnover nme Hrs Mlns.�
aning Kit
VE1-tUX E
Heater
` Size ►4bDCt>'87_V
FormboardSurvey
NO FOC>?'F._R,
Final Survey
YES NO ------
Compaction NO BA e_XFJ LL.
COMMENTS
GREEId3
�otiGi O5t.�92
a a 4 EF_R DEIC NTS
LED. '8v88LI P,
CZ07HEROPV TET
EI46Y TU
14 L.W AL?'
OB SITE
7okn k4
I !Yc MAY
9503 E>er RCI,
p7.67- LL7ciE �'G 3N4$"a
CONTRACTOR
BY
St Lucie
JM FORM & STEEL INCORPORATED County
dba JM CUSTOM POOLS INCORPORATED
#772.486-0821
Uc.#CPC1458456 -
FILE COPY
—Pool construction complies With FBC 2017. ANSI-7. ANSI-15
—Water Velocity —Max 8ft%sec as per FBC 2017—R4501.6.3
—Soil bearing capacity assumed 2 000psi @95% compaction
—Equipment Foundation 3'x7' conc slab min 3 5" thick pour in
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
ATERLIN
SWIMOUTS
( NO ALE)
MAIN DRAIN
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacuum (In Hg) X 1.13
Feet Of Head
I?
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
A
TRENCH DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4' THICK WALLS W/M3 REBAR 012' O.C. EACH WAY
3' TO 6' - 6" THICK WALLS W/#3 RERAR 012' O.C. EACH WAY
0' TO 3' - 8' THICK WALLS W/13 REBAR 012' O.C. EACH WAY
P`e
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD DE
PC'
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
' NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
' COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPRIE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
10" MIN
N d
• a%
STEPS
(N AL >
STEP DETAILS
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 GUNRE 3000 P.S.I.
INTERIOR
FINISH
6" IYP. F
3 PI
80ff; REMOVE ORATE t BRICK .
xELL PoN+T �UG FlROM AWN COPING
AWN 3 ATTACH AUx. POMP
UNE WHEN EMPTYING POOL
\ 6%6" TILE
GRATE SHALL
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
Y' PER FT�i
BRICK PAVER PATIO
41' TYP. WALL-3,000 PSI GUNITE
STEEL-TEX FORM
OR KRAFT WALL
TRENCH DRAIN 000 S 113 0 12O.C.B.W.
GUNUE NOTE: FOR DEPTHS
TREADEDi(' .. GREATER THAN 6' ADD
PLUG a 'ate;., (1)#3 COVE BAR 06' O.C.
GRAVEL BE TO PUMP - --- —
TYP. WALL SECTION & WELL POINT
(NOSCALE)
F-Mul KEMP
RAISED AREA ELEV. & GRADE
(ND SCALE)
POOL PATIO
WATER LEVEL
FROM
WER
moo'.:: ' SUPPLY
Z 1" LIGHT
CONDUIT
UNDERWATER
LIGHT NICHE
LIGHT
APPROVED
NICHE ENCASED
,
GROUND CLAMP
IN GUNITE
,';?
CONTINUOUS BOND WIRE
POOL FINISH
COMMON TO POOL STEEL,
RAILS & EQUIPMENT
UNDERWATER LIGHT
DETAIL
(NO SCALE)
1271
(2) #3 REBAR OR
(1) #5 REBAR
12 PAVERS
FOOTER DETAIL
(NO SCALE)
' HAIR 4
MNER
r" -3x ClFlw"'.
cwlia
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC
SINGLE CHANNEL DUAL Our E CMP 25506-32X VICE
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WITH
2017 FLORIDA BUILDING CODE
LISTED TO ASMF1ANSI A112.19.8
32" CHANNEL DRAIN AND SUMP
25506-320-000
'THREE 2" SOCKET x 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 PUM
The maximum flow rating for this suction fitting with the center port plugged and outer ports
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5' plumbing and 268 GPM (Floor)
and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction
fitting with the outer ports plugged and the center port 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.
SUCTION FROM POOL
TYPICAL SHEER DESCENT DETAIL
(NO SCALE)
JM CUSTOM POOLS
CPC1458456
DECK \ 1 ROW OF WATERLINE TILE
3'—ga WATFRUNE J
MAX 5'-6" uc R WW
2161.1.
7 NOT
VEL FLOOR —� _ N3 STEEL 0 42' O/C E.W. =EE
6' THICK OREAffR
FLOOR SLOP
FLOOR SLOPE weir rc
8F6EL810)BYS@
COMPLY MOP ARME5 5.61
Tiu 5.6.a
M SDPE OF THE FLOOR El l
RE cuu OW END YW I
tawwms IHr DEEP AREx EHUi
Nm EYCf'E11 I F'IXlr w ] faDT
TYPICAL SECTION THRU POOL
(NO SCALE)
Determine System Flow Rate: Minimum Flow Rote Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: _=---- ft_==_x 7.48(gal/Ft) = ______gal PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: _ XXX gal / __ XXX__ _XXX__+___XXX __ __ XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 3 _inch to keep velocity 0 8 fps max. at- 181 gpm Maximum System Flow Rate.
Return Piping to be 2.5 inch to keep velocity ® 8 fps max. at 117-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
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 023'
1.5'
37 gpm 0.08'
50 gipm 0.14'
2'
62 qpm 0.06,
82agm 0.10'
2.5'
88 gpm 0.05'
17 nipm 0.09
3'
136 gpm 0.04'
dbi g . 7
4'
234 Pm 0.03'
317 592m*'.OS'
6'
1534 gpm 0,02'
1712 gpm 0.03'
Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3
Total H.P: 11 Px service factor. I H.p. or mose must be 2 speed or Variable speed
Finer Make PENTAIR C&C Slze 150
Fifter min. area based on 6hr. turnover Am rate pool gal. /36D min. = Flow Rate
DMde G.P.M. by Garbage =.375 or Sand =15 or D.E. = 2
7imeController make ON PUMP Model ------
Controls must operate a minlmum of two speeds.
The higher speed override is not to exceed one normal cycle or 24 hrs, whichever is less
Determine Pipe Sizes: HYDROS ONLY
Trunk Piping to be-.1--inch to keep velocity 0 8 fps max. at 181 gpm Maximum System Flow Rate.
Return Piping to be S inch to keep velocity ®8fps max. at_ 181 _gpm Maximum System Flow Rate.
Main Drain Cover(SEE ABOVE) System Flow Rote must not exceed approved cover flow rote.
(Make and Model) See Engineering Page for Drain Configuration
Pipe Size
6 fps
8f PS
1'
16 gpm 0,14'
21 gpm 023'
1.5'
37 gpin 0,08'
50 gpm 0,14'
2'
62 opm 0.06'
82 gpm 0.10'
2.5'
88 gpm 0,05'
117 gem 0.09'
3'
136 gipm 0.04'
81 Egpm 0.07
4'
234 gpm 0.03'
31 . 5'
6'
534 gpm 0.02'
712 gpm 0.03'
DESIGNED FOR:
7M FORM & STEEL
MAY RESIDENCE
2503 DYER RD
PORT ST LUCIE, FL
ENGINEER: GREGORY ARIAS
PROFESSIONAL ENGINEER PE•73071
_ - 1029E Southern Blvd W211282
Royal -Palm Beach, FL M21 _
(305)879-054t
*•'ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST 2 /
DRAFTING & rF(
DESIGN SERVICES /J�' 3
,172)201.7846 horst.steve@yahoocom
PENTAIR
PENTAIR
PENTAI R
TDH CALCULATOR
Pool Information JM CUSTOM -MAY -HIGH SPEED
Flow Rate: 100.49 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 50 Ft
Discharge Side: 98 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 3.043 In
Branch Piping: 6 FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 FVSec
piping Head Loss at 100.49 Gel/Min:
(not inouding fittings or valves)
Inlet Piping: 1.08 Ft
Discharge Piping: 6.12 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:
Flow Rate: 100.49 Gal/Min
Branch Piping: 3.0 In
Your Head Lose.: 78.72 Ft
Inlet Piping: 2.51n
Maximum Flow Rate
Discharge Piping: 2.5 In
at Maximum RPM: 100.49 Gal/Min
Ensure the drain cover max flow rating is not
exceeded.
Head Lose at
Maximum Flow Rate: 78.73 Ft
System Head Pressure Curve
150
g100
apr1
S
50
O
0 Sri
VC
Selected Components
IntelliFlo Variable Speed. VS+SVRS. VF, or VSF-3450 rpm
Clean System
Desired Operation Point
100
Components
1mNl.K
NMu l IaM IN
ImtlIICIIb IC-3Y 1 t 215
NMa 0 a.- arvW 174
6V
fManvW Qeer 1 0
me 1
1'61
M NNwn 4 81
Piping
Ind ehceee Nast Burt
Name came, allay I....
W um.,aWw 3 14 705
45Gwm.Nmm 0 4 a..n
Tee",m o ] aez
Pumps
NNu ew11y
Imwnp vmMm, spas vs.svee. vr. 1
mvsP
M Amma mm-m, mmb vaa~Pr Pama. drc. nelbrbe InMCwMQ Ewyeo skmsTMce®. SmTmW ,ant Ero aeaf^
wlaprNlNCeeenmhe mW`am Ymahr aaMMM Amal ealaMep.lnc, ent6rNealrMWdro'yMu a Ma. sea .N .
ewmMn Imeeam mcs ama umu mbawd. arnrrpvme me meymwet m ma mrw.M.n ml ow ro mmma M e mskn
-faaa m. me awrela amx. names em bmmM mb PdYa,WwM Pnmld spa. me. n-. mbbvm4.1 ea me
aaamb mrpiYmd4Mammm am. mim s mNam. waN uarlenaauymlpmvilgW,p'Mab mm-v Mlwmarvea lu
XpV btlaryN gerfuw'v MrsdplMmK . M1MeabMpuel ep¢Mlmlly miµYapf.
150
TDH CALCULATOR
Pool Information JM CUSTOM -MAY -LOW SPEED
Pool Volume: 13500 Gal
Total Piping Lengths:
Turn Over Time: 6.00 His
Inlet Side: 50 Ft
Suction Lift: 2 Ft
Discharge Side- 98 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 3.043 In
Branch Piping: 6 FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 FVSec
piping Head Loss at 37.50 Gal/Min:
(not ineuding fittings or valves)
Inlet Piping: 0.17 Ft
Discharge Piping: 0.99 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:
Flow Rate: 37.50 Gal/Min
Branch Piping: 2.0 In
Your Head Loss: 17.66 Ft
Inlet Piping: 1.5 in
Maximum Flow Rate
Discharge Piping: 1.5 In
at Maximum RPM: 100.49 Gal/Min
Ensure the domain cover max flow rating is not
exceeded.
Head Loss at
Maximum Flow Rate: 78.73 Ft
30
q 25
3 20
'S
15
x
10
5
O
0 10
Selected Components
Components
NMn
IMNIiLNor IL-b
Yx+S'3wry veNa
AbM n,erl
umae.,
, i. R.-
Piping
MMa
w ayes elNm
at meme Blom.
T., ilnnugli
Pumps
mom
Imwira V mvm. 50ut. w4ve4 W.
aver
System Head Pressure Curve
" IntelliFlo Variable Speed. VS+SVRS, VF, or VSF- 1600 rpm
Clean System
Desired Operation Point
20 30 40 50
Volumetric Flow Rate (GPM)
Ise..
sees, mus eMb
1 ue
0 els
1 091
nix
0
3e
4 0
dal male, IYW baaN
somas camas T.a3aNM
3 14 1.t4
0 4 0.13
0 3 015
swab
1
M1Y FMYW beyeWaYdsptaM oWretOY Pwlay.mc IMa'brba lmacmNla. EaryTgFl.O. NtlWTauNe. $yTOWa. wtFW SBNN^'
eamaeemt3.anNn:rmmwuwmena mPeladwere. Padmbspa. nw mmatr mamwmaaax.Mm. uwtsar.mwmmnm
mmYba 4%bea.xpaly MM.none.mbbabed MvtwltmbNm.Ymwatlln tlW adFivroeay.nal MNd'unMn
mea„eem.nle.Oa.M M.awaaama.aMw Mtbmbe McPMwwNmlmlmb sp. raa. ammmabmb.my.-
mm.
IIMNN/FtaOyeMlubtleilwse NlMulMtlpm4a. Brume Wass emlwlaVNY lnWanM ou,lxMMlaMalMeu. PaIYY/IBWWMN
ll(wbrMb(O rpemfiubNr xMW pM-NNB. hllew MeryY awv7wbMpk)x.
30e WIDE t III SIGN t 88 DEPTH CLEAR WORKING SPACE IN
FRONT OF ANY PANEL BOARD PER 110.26(A)r 110.26(2)
AND 110.28(8) OF THE 2017 NATIONAL ELECTRIC CODE
JUNCTION-BDt(S)
MIN OF 8'
POOL INNER W/S.T. ,B AM POOL DECK
TOGOE-sindi
U N.E.C. APPROVED
1' PVC CONOIR
BDIE:
wA1F, PROOF O.L.I.
MUSF NOr BE MORE
- 3-112 IN
ntal 20'FROM POOL
1/2' CONWR
EDGE AND NOT
MiMIN E OF POOL EDGE
18 SAID COPPER Wm
M EONIOTENIPL BOND
N.E.C. 2017 SEC. 880.22(3)
18 RDNO COPPER
WOE TO GROUND
STPAM
S STEEL
(BAIIE N G FOR
ANCINOR WIN
- IB SLID COPPER
�6 ME WRH
APPROVED CLAMPS
9 SOLID COPPER
NO WINE WITH
APPF40 CLAIPS
NICHE
18"MIN-24"MAX
CVRPS 4' M V BELOW
SUB -GRADE BOND TO
EQUIPMENT NL-hOROUND
POOLS
1-10 SOLID &% COPPER
BOND NINE WIH APPROVED
GUNK 0 (4) SIDES OF
O1NDE PoOIS BOND TO
POOL SM
TDH CALCULATOR
Pool Information JMCUSTOM-MAY-HYDROS
Flow Rate: 130.32 GPM
Total Piping Lengths:
Suction Litt: 2 Ft
Inlet Side: 50 Ft
Discharge Side: 60 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 3.043 In
Branch Piping: 6 FVSec
Discharge Piping: 3.043 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 FVSec
Piping Head Loss at 130.32 Gal/Min:
(hot incuding fittings or valves)
Inlet Piping: 1.74 Ft
Discharge Piping: 2.09 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:
Flow Rate: 130.32 Gel/Min
Branch Piping: 3.0 In
Your Head Lose: 62.82 Ft
Inlet Piping: 3.0 In
Maximum Flow Rate
Discharge Piping: 3.0 In
at Maximum RPM: 130.32 Gal/Min
Enauro the drain cover max Now rating is not
exceeded.
Head Lose at
Maximum Flow Rate: 62.82 Ft
125
too
75
0
50
25
0
O 50
Selected Components
Components
System Head Pressure Curve
IntelliFlo Variable Speed. VS+SVRS, VF, or VSF- 3450 rpm
Clean System
Desired Operation Paint
100
150
.Wm.
Nem ouentle 13P32atlMF
r.2d'3wrywM f Be
We CON 1 2.
Piping
as Wals m Na'..
xm away away Insus wm
W 4pmeeew 3 13 5.
45 tprea oeox 0 s 170
T. T m 0 3 est
Pumps
Nwa case
INMFb VaMN Spu4 VSWVR3, VF. 1
cover
hY PBNwIIWNamY Mt ktaYBg4190 ev Aws, MC IHNYik® me00ame, Wmav MN1Ta. maea m ma sa
w neNmmvm menre Mewl,.bnwx. dvanee web,. sa me wmaa-m -mm la M. Uvmd saea.,d
.COW,. lNtMeemm*,m*d . ma DnMi ahamma Mmmeymestlm In Nanwt.q. yet b M[M w M3 a
.lbmnm.nrmM.Mtre ay.Sant®amw.maew.mblwlNwwarorwamm3p.. ma. r3w.aMa.mgbmb.marm me
a Mmllnle. m rrymalet 4Nenmb d tlwm I7tm lwlbr. eaaelb sa me mmaawv MtP'anar maDmmNe Md �.r®.. FmtYr IMnW M.
Mlb NelMadpa03ahbn9uMNPb,mew. 4Ynhvb MCWICIWM' IUNY MWNw.
ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL WORK SHALL
CONFORM TO N.B.C. 2017 BBC. 680
EQUIPOTENTUL BONDING DETAIL
PER FLORIDA BURPING CODE ADAPTION
OF THE N.B.C. 2017 SEC. 680.26