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FILE COPY
�,rvwE►ivEO FOR
BODE COMPLIANCE
ST. 1-1 ICIE COUNTY
socc 12(zJ20
POOL SPECIFICATIONS
Max Width
I
1 Y Max length 3D
Min Depth
3101 Max Depth (p`
Perimeter
'7(p' Area Lf( 3ez
Elevation
t715510 6E7- Dirt from Exc. LEA 2/4E
Returns
Vac Stub 1 r:5
Cleaner
Other Plumbing
L p; T> $07,38 LE9Z
Fill Line
r)0 Overflow N b
Tile
" `
la X (o Step Tile 'WE 1j
Cantilever
A�_ Bullnose No
Raisebean(s)
Light
3 0�_ Transformer
Jbox
a Timer Na
Automatic Controls
a ?yVTEL1(3R1C�1fT CD
Patio Type
C OG2�i"
Sq.Ft.
r702'6QF7'CoIor vw*aR cHofGF_
Existing
y E 5 Sq. Ft. 160, SA 7=r
Footers
)--= 6 w/steel #5 YES No
Termite Treat
yE j
Interiorfinish
GF_AV!
Pump
PF_iV7-A)R H.P. V534n 5>
Chlorinator
YES NO SfE1-7" T-C.J1Ib
Bench
YE5 Handrail Na
Gallons
)'`i e OD Turnover Time Hrs. 3 Mins.)
Cleaning Kit
VE i.0XE
Heater
PJ0 Size —
Formboard Survey
ES NO A710
Final Survey
YES NO
Compaction
YES NO e,gTl) L
COMMENTS
5CREE&V F_tUC.1C>6VXE t3Y 0-rH 1ER
Z,E6) 5V5&LFR W COW7-ROL
" �-11G�-{ C1�1 Z.13 xiRk►��
JOB SITE
.5haWrl _DL 3er�rli 5 r;rr
5317 Tee- T
FT fierce,
CONTRACTOR
JM FORM & STEEL INCORPORATED
dba JM CUSTOM POOLS INCORPORATED
#772-6-0821
Lc.#CPC1458456
`�.��PNOALL1?0
�
�� " CRL(
RECEIVED
DEC 0 8 1010 12-02-2020
Permitting Department:
St. Lucie County
* Wb, 68212.TA .
F�
�ORI�P:
M. Randall Rodgers, PIE
FL Lic. No. 68212
1801 Hazelwood Drivo
Ft. Pierce, FL 34982
PH- (772) 201-1634
W
1 '
WHEN PROMIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
aauu
A
N
Vacuum (In Hg) % 1.13
Feet Of Head
Ir
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
)' PER �
NIBL ROM GRATE &
- � f
'
WELL PORT PANG FROM MAIN
A8 Or Aa%. PUN
LINE WHENAcH Aux. POOL
a-hRPq%t OR CV TILELINE
Mk% APPLICABLE :� . •: .'i.'.Y„' '
ex6' TILE _�•,
GRATE SHALL
4' SLAB
BE SECURED IN
INTERIOR ' '
2500 FIBER MIX
PLACE SO
FINISH
4K' TYP. WALL-3,000 PSI GUNITE
THAT TOOLS
ARE REQUIRE
:A
FOR REMOVAL
STEEL-TEX FORM
OR KRAFT WALL
6' TYP. FLOOR
3,000 PSI
#3 0 12" O.C.B.W.
TIE MCH DRAIN
GUNNE
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
TREADS
' '
.} , . ....:.•, .
(1)I3 COVE BAR ®6' O.C.
PLUG
a �'
"GRAVEL
TO PUMP
—
TYP. WALL SECTION &
WELL POINT
IZ
(HI SCALE)
TO Grd
Lj HOMZONTAL INSTALL
18 COPPER
TO
GRID
VERTICAL INSTALL
Po IBond PB-2008
Install in I Plumbing T at least 3' Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
HYDRO —STATIC RELI
DEVICE INSTALLED IN
C\AREAS THAT�EXCEED 1WATER TABLE IN SH
\ TRENCH DRAIN '..
MAIN DRAIN
POOL DETAIL
(1m SCALE)
OUTSIDE ANGLE OF REPOSE
6- AND FORMER - 4- THICK WALLS W/13 REBAR 0127 O.C. EACH WAY
3- RI 6- - 6" THICK WALLS W/I3 REM 012- O.C. FACIA WAY
0' TO 3- - 8" THICK WALLS W/I3 REBAR 012- O.C. EACH WAY
MISC. NOTES
1. ALL SEEPS AND SWW/OUT BENCH EDGES
WILL RAVE 2x6 CAROLE DOM" OF OPPOSITE
COLOR OF ON FINISH FOR wSLWJPr
2 HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
WATERLINE
F�
EXCAVATION THE ANpT 2 ALLOWABLE PROVIDE:
X VT'OSIE
*SNORING IS INSTALLED AT EXCAVATION AND SHgLNG SHOULD ff
S IN
P�
SUFFICIENT TO SECURE SAS FROM EROSION OR SETTLEMENT
• NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY ROES
• COMPACTION TEST OF THE BNCKFIIlID MATERIAL ARE PRODDED
PRIOR TO THE POURING OF THE PATH)
STEP DETAILS
1. TREAD IS MIN OF 10' WIDE.
2 BOTTOM & TOP RISERS MAY VARY IN HEKNF
3. RISER NOT GREATER THAN 12' EXCEPT BOTFOM
SIP WHERE DEPTH IS 4' OR GREATER
4. ALL STEPS TO BE SOLID GUNIIE 3000 P.S.I.
STEPS
(NO SCALE)
440
POOL LIGHT
JUCTION BOX
YARD DY
z I =m POOL
WATER EDEL
Z L12 VAC FROM
UNDOWTERI � rt' POWER SUPPLY
SIZE AS DETERMINED
RMINE
BY LICENSED ELECTRICIAN
POOL FINISH _ ..
\ 'I-- I" PVC
- -. SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
8 )1
(2) #3 REBAR OR
(1) #5 REBAR
•
FOOTER DETAIL
(NO SCALE)
HAIR &
INER
vw- 3 )6 2. cxv
GHNTHEI- ORNH
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL COAL aunET CMP 25506-32X VGB
PER FRC4501.ss COMPLIANT 32' CHANNEL DRAIN
COMPLIANT WISH
2017 FLORIDA BUILDING CODE
LOB TO ASME/ANSI A] 12
32" CHANNEL DRAIN AND SUMP
25506-320-000
-THREE 2' SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD INCLUDE
*38.79in? OPEN AREA
nA MP0 LISLE FLOW RATES
*WHITE PYC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum flow rating for this suction felting 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
felting with the outer ports 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.
n1zVfIt:Witu IFUH
::ODE COMPLIANCE
`.;T. LUCIE9( COUNT
g0CC
CPC1458456
DECK 1 ROW OF WATERLINE TILE
13'-6"1
WATERLINE
VAX
f
7
LEVEL FLOOR STEEL 0 12' O/C Ew.
FLOOR SLOPES
nM1 SINE SH%L BE
MI y WIN ARTICLES &&I
T1WO U.THE OPE
OF THE FUNR
TIE SKRUDN END WALL
TOWvms THE DELP AREA swu
NOT EXCEED I FOOT N 7 FWr
7'-0" 18'-6"
CROCK
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Size
6 fps
8fps
1'
16
gpm
0,14'
21
gpm
0.23'
1,5'
37
gpm
0.08'
50
gpm
0.14'
2'
62
gpm
0.06'
82
gpm
0.10'
2.5'
88
gpm
0.05'
117
0.09'
3'
136
gpm
0.04'
181
gpm
0.07'
4'
234
gpm
0.03'
313
gpm
0.05'
6'
534
gpm
0.02'
712
gpm
0,03'
WAILS
smi
NOT
SLOPE
GREATER
Determine System Flow Rater Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: XXX ft XXX x 7.48(gal/Ft) = XXXX gol
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate. XXX gal / XXX = XXX + XXX = XXX
(Volume) (Turnover Minutes) (Pool Flaw Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be—! inch to keep velocity 0 8 fps max. aL 181 glum Maximum System Flow Rate.
Return Piping to be 3 inch to keep velocity 0 8 fps max. at_B—Igpm 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 Modd PENTAIR INTELLIFLO VS-3050 N.P. 3
Total NP =H.P.x senAcelactic 1 H.p. or more mmst be 2 speed ar variable speed
Filter Make PENTAIR C&C Size 150
Filler an. "based on 0mr. tummeraavrAD pod gel. /360 min. = Pow Hale
Divide G.P.M. by Carhidge =.M mSand =15 m D.E = 2
1TmeController make ON PUMP Model -
Con olsoustopwaleaminhmlmdtwospeeds.
Theh hers omridesndtoexomd"n al %24hm,v"dW islet
DESIGNED FOR
IM CUSTOM POOLS
SPRING RESIDENCE
5372 TREE TOP TRAIL,
FT PIERCE, FL
1
111111NM/M
pLL ROM
CELL$;
58212
I ih 82"' vp�
349
***ELECTRIC NOT INCLUDED***
PREPARED BY: S1M:
STEVE HORST 2 /
DRAFTING & r,(
DESIGN SERVICES /J" 3
(772)201-7846 harsksteve@yahoo.wm
a
TDH CALCULATOR JM-SPRING-HIGH
Flew Raer 1g1111GPM Total Piping Lengths:
sudbn lJk. 1.5FI Inletside: wFl
Dew age, stole: n F!
Naximum Pipe Wooly Allowed: Piping sizes:
{rmsk par loot code) InletPying: 3.0131n
MMpipng 8FVSw D4dagkPprg: 3.0131n
POW 8POSer Piping Head Loss at 125.20 GaiMin'
1«x aalusng om�5 « vnlvwl
Inlet Aprg: Ft
DedlOhp Ppiq =252 F!
For adVenced:pods lnal pnntain mWM1ple suoiwu, this Prog2m maybe
bladGdrBi6. ConsWt a hydmulics angeaser This progrpm is"single pump
sytems tvflh a single body driveler -.
Results: Your TDH Calculation
Required 11111, • Pipe sine:
Fbrr Rate: 1252D Golden ININ "V' 3A In
Your Ile dross: 39.%Ft DisWge, Ppilg 3AM
M.eximam Pbw Rate
t Maximum RPM: 125.20 Ghitegn
En Sure the drain co w max new doing k oe,
RoLan a
dlo.imurn Fbw Rate 3B.55 Ft
Syahm Head Pressure Curve
m
m
fah \
w
m
eoe""rawdcswee.
awns seen
deceit ralbn Polm
a
b Im
Vdumetrk FM Rek IGPM)
..�-7t`^' "ornponents
Components
Iced lw at
N OhatrMNy nsm G
ICI 5,0`1 f-0 1 5P1
_I3 10ni
.,urn.
Piping
Ini discharge Head Lmaal
Nana Ouanl ty Guanby 12526GaIMin
W degree dlww 7 i 3 5.11
45 degree elbw 0 2 0.26
Ice!arw:gb 0 3 0.59
Pumps
Name Quantity
ieiplLFb ViralbF: Speed VS+SVRS, VF, 1
�vsF
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are re9meadaadwrte<xa a.la« aademarxs d Pwdav water Pw,rand sra_ FK. wwexua nmialadxor.awr.aa bh uw uraea srarea,xra w core.
mun(ries. UNesa ezpresslj nIXetl names nrMbaras oll0irdpenies Ihef nay be used in Ws docamTh eratosan boadde enbeftm«
eMwsamenf beMmen foe owners W These namesand broods endl'enlair Wakr Pod antl Spa. IrrP. Those rwnhesaMbmnds maybe 8w
trarbmarkt wrepisreme hadamarxs ofarw'e Wrdpafies Eecaum sin as cwpinuoufylmproving wrpmdusts andsarviss Pomarresrrrves lire
rghrb sanye spskq/pns xiln«n Priornntie Penlay.s an apaal opporN^FYmnPkpr
TDH CALCULATOR JM-SPRING-Low
Pod Voiem: 14"Ga1
Total Piping Lengths:
Tied Over To. 525 His
Into Side: 38 Ft
Section 1.5 Ft
Discharge Side: 78 Ft
Maximum Pipe Vaii Allowed:
Piping Sizes:
(Nmdl pun ki oshe
INatpiping: 3.0431n
inlet Pldin, 8FYSw
Diddngl piping: 3.0431n
pip4 a Fisted
Piping Head Loss at 46.98 GaVTtin:
(rrol inNdrg filMgs w va lm )
Inletpiping: 0A9 F1
Dkcaarye Piping: 0.41 n
For advanced pods that contain multiple suctions, this program may be
intuxurate. Consult a hydraulics engineer This program is for single pump
sytems with a singe body or water,
Results: YOU TDH Calculation
Required Minimum Pipe States:
Pei Rai 4698 Genii
Inlet Piping: 1.5M
Yder Head Lune, 690 Ft
DischaW Piping: 1.51n
Maximum Flow Rent
at Maximum RPN: 125.M GaVMie
Ensure the drain cove mar Now ndrg %not
exceeded.
Head Loes d
Mee irnan Flow Rae, 39.195 Ft
System Head Pressure Curve
1zs
!G0
>s
fie
25
trMAFb Varatla SPeea, Ve+$VHS, VPw V5F -tIDarym
Qaanawka,
LbureE Oprltm PCRq
as
0 26 ab m
r..iected Components
Components
NIIICIb ID-p
Px2.S 3wayveka
Men poi
C'Can 11C C c,
Piping
Name
93d gree lli
45 degree e0ew
ice through
Pumps
Name
1 delliFle Vanade Speed, VS+SVRS, VF,
or VSF
Vaknentkilbw Mk (GPf1)
Head Loss at
a." aa.98 GaiMin
5
Inlet Discharge Head Loss A
Quantity Dhurdity 0.98 Golden,
2 13 083
0 2 ON
0 3 010
Quantity
1
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deadmldlB/Bd eadBTB/LS dIIdI flgJallal Na a/f%nlall Water PoolBM$Pa.MC.BMGirs eNkB[Bd CplNlanB5ll1111@UnIIBd $IBIaSdMrCY plI1BI
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bademarFsmralystarepo2 wghwlpwrnOn tlpatofiscrausnweamuvelye pu
rghlMchenpe specilirsXorns wrthoul priornahre. Pentair. is ene ualo duy'r^P� produce andasrvwns Pedarreserves Vex
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,jODE COMPLI
ST. LUCIE CC
g4Ct^
DESIGNED FOR•
JM CUSTOM POOLS
SPRING RESIDENCE
5372 TREE TOP TRAIL
FI PIERCE, FL
CEill
:4801 111=1woal Drive*
=
A 'kwe, FL 34982
12-02-2020 �iF✓ Sa41T
1
v/ rD nett
"aELE TRIC NOT INCLUDED"'
PREPARED 0Y: L SHHiiI:
STEVE HORST 3
DRAFTING &
DESIGN SERVICES 3 (772)201.7846 horst.steve@yahoocom