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POOL SPEWICAT10NS
Max Width
) Max Length �Or
Min Depth
3`�" Max Depth
Perimeter
9ti1 Area `
Elevation
Ftee.D wr DirtfromExc. 3PRrAo
Returns
y( Vac Stub E
Cleaner
Other Plumbing
SuruSTEP U L
Fill Line
Tile
NO Overflow PIZ)
�TX t:;P StepTile ,5
Cantilever
pk)O Bulinose YE6
Ralsebean(s)
Light
3Cxwa?aDLTransformer 3nCxrJ
box
.: Timer lV0
Automatic Controls T-WTEUSPiGh7 GOA)TROI-
Patio Type
IPAV Ens
Sq.Ft.
�j'Se.'ZrTColor 0t+4NEKS GH61G.E
Existing
Qe> Sq. Ft.
Footers
YE 6 w/steel #S YES NO
Termite Treat
IV C>
interior finish
F Art
Pump
PEIDTAIM H.P. v53o50
Chlorinator
YE, NO 61947-
Bench
YES Handrail NO
Gallons
1I9CC� TurnoverTrme Hrs.ZtMinsA'
Cleaning Kit
JV EZ-0 -E
Heater ►N)0 Size -
Foimboard Survey YE NO FGY>TE k
Final Survey
Compaction
YES NO
Y NO 3�IGK 1=1 L Z
COMMENTS
gait W .H
YpR;D F€WCF. -0y0f-)14 C5
,Sur, 6TEP Lt>1TN UT--S$LER
JOB SJTE
M►KE B804TH U/
18003 $R1PLE L"->AY
}PT ST LIXI Z FL" 3 Y 87
CONTRACTOR
i
SCANNED
JM FORM & STEEL INCORPORATED BY
dba JM CUSTOM POOLS INCORPORATED, St. LuCieCountV
#772-486-0821 0 r''
Lic #CPC14 �.. oQ
No. 66212
Col
IVA � IfA!amdb`Il Rodgers, P.E. '
FL Lic. No. 68212
1801 Hazelwood Drive
Fort Pierce, FL 34982
PH: (772) 201-1634
—Pool construction complies with IBC 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
place or approved Hurricane Rated precast equipment pads
WHEN PROMIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NET SCALE)
1 3" 1
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacuum (in Hg) X 1.13
Feet Of Head
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO -STATE REU
DEVICE INSFALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
ttxT.1. i hiLFji�
POOL DETAIL
(MMI SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4' THICK WAUS W/%3 REBAR 012- O.C. EACN WAY
3' TO 6' - 6' THICK WN15 W/f3 REBAR 012- O.C. EACH WAY
0' To 3' - 8' THU WALLS W/13 REBAR 012' O.C. EACH WAY
MISC. NOTES
1. ALL STEPS AND SWEIOIR OERCH EDGES
WILL HAVE 2x6 CAPRfE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR NSIBLITY
2. FUNDHOLD TO BE NSIAUED ARE WHERE
DEC( USED +6' ABOVE POOL
O�
[v VATION THE REPOSEALLOWABLE PROVIDED.
SHORING S W54EAT EXCAVATION AND SKW SHOULD BE
Q� SLATICIENT TO SECURE SOILS FROM EROSION OR SEITUDAENT
• NO INA7ER4MMIG OCCURS OR ENGINEER APPROVED IF ANY D06
• COMPACTION TEST OF THE BA ILLED MATERIAL ARE PROM
POW TO TEE POURNC OF THE PATIO
STD
STEP DETAILS
1. TREAD Is MN OF 10' WIDE
2. RISEN NOT GREATER THAN 12' EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO DE SOLD GUNDE 30DO P.S.I.
MM RWK GRATE d
BRICK
Y' PER FF.. MIN SL0_0.
TALI Pair PLUG FROM MAN
COPING
DRNLINE d MI%. PWP
uIE WIikN FMPmxc POOL
N EIAP
6'z6' TILE -
•..<,':<:•°" e
;-:•,
GRATE SHALL
BRICK PAVER PATIO
BE SECURED IN
INTERIOR
PLACE SO
FINISH
4VZ• Typ_ WALL_3.000 PSI GUNRE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
STEEL-TEX FORM
•:
OR KRAFT WALL
6' TYP. FLOOR .:
TRENCH DRAIN
3,000 PSI ":
#3 0 12' O.C.B.W.
GUNIT
NOTE: FOR DEPTHS
.. M:.
GREATER THAN 6' ADD
TREADED
...'
.} :.:.,.'
(1)3 COVE BAR 06' O.C.
PLUG
GRAVEL B
TO PUMP
TYP. WALL SECTION &
WELL POINT
(NO SCALE)
#8 COPPER
4TO GRID
HORIZONTAL INSTALL
18 COPPER
TO am
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
POOL PATIO
WATER LEVEL
m
Z
UNDERWATER �
LIGHT
101fall"RI!l
12 VAC FROM
POWER SUPPLY
1' PVC
CONDUIT
PENTAIR GLOBRITE-SHTER\__ SCHEDULE 40 PVC SLEEVE
AMP 30 7 . NO BONDING
FUSION -FUSION POOL PROD OR GROUND
REQUIRED
MODEL G4/U
NICHLESS UNDERWATER LIGHT DETAIL
(Na SCALE)
12"
i..\ N- -----
JM CUSTOM POOLS
CPC1458456
12'1
FOOTER DETAIL
(NO SCALE)
SUN
DECK DECK 1 NOW OF WATERLINE TILE
WATERLINE J
u ERR III 1 MAX 5'-6" 1
—, 1 /3 MR 0 12- O/C E.W.
FLOOR SLOPES 6• THU
FLOW SLOPE OWI li
fEAS y 1x6a111 MO
(91RY MR AM= Set
IfRI U THE SLOPE OF DE ROOK FR6M
THE SWILOW END wNt
TOWAN is 1N REP /MF! SNAII
NOT EMBED 1 Fear M 7 mar
Yw-1 awl,
C1U1WW`V' ORION
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL a FRET CMP 25506-32X VGB
PER FRC4501.6.s COMPLIANT 32' CHANNEL DRAIN
COMPLPNF WRH
2017 FLORIDA BUILDING CODE
LISTED TO ASLIE/ANSI A112.19A
32' CHANNEL DRAIN AND SUMP
25506-320-000
*THREE 2' SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*IMa'0 LISTED ROW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO POMP
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 (wolf) 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' plumb -mg.
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Size
6 fps
8fps
1'
16
gpm
0,14'
21
gprn
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'
WALLS
ML
am
G�7 B
THAN 11
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: XXX ft XXX x 7.48(gal/Ft) = _XXXX gal
(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 3 inch to keep velocity 0 8 fps max. at 181 gpm Maximum System Flow Rate.
Main Drain Cover(_ SEE ABOVE ) System Flow Rote must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
PuflIpModel PENTAIR INTELLIFLO VS-3050 H.P. 3
Total H.P: H.P.xsoa icetactar. l H.p Rmoremustba2speelorvaWespsad
FllterMake PENTAIR C&C Size 150
Filer min. area based an 6hr. lumover flow rate pad gal. I360 min. = Row Bate
DMdeG.P.M. by Cartridge=.375 R Sand! =15or D.E. = 2
Time Controller make ON PUMP Model -
COdrds must operate a minimum of two speeds.
7lw hmhnamrinwrarb Le mlMnrruarinw mmd rvriwnad l.e WiN:oVarkkee
C E N O�C'''��:
* M.•, 'Id
all Rodgers, P.E.
0.68212 FL }.$._1o. 68212
1801 Ffezelwood Drive
p'•, * Foyt PLerce, FL 34982?,0
DESIGNED FOR: :�,�^•.• s A7E Dp 2)V161�
C R t D F •.
JM FORM & STEEL A L ��`
BEATH RESIDENCE ***ELECTRIC NOT INCLUDED***
18003 BRIDLE WAY PREPARED BY: SHEET:
PORT ST LUCIE, FL STEVE HORST 2
DRAFTING &
DESIGN SERVICES 3
(772)201-7846 horststeve@yahoocom
PENTAIR
TDH CALCULATOR
Pool Information JM CUSTOM-BEATH-HIGH SPEED
Flow Rate: 125.20 GPM
Total Piping Lengths:
Suction Lift 2 Ft
Inlet Side: 82 Ft
Discharge Side: 90 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 2.445 In
Inlet Piping: 8 Ft/Sec
Discharge Piping: 2.445 In
Discharge Piping: 8 FVSec
Piping Head Loss at 12620 Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 7.69 Ft
Discharge Piping: 8A4 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
Flow Rate:
125.20 Gal/Min
Your Head Loss:
60.86 Ft
Maximum Flow Rate
at Maximum RPM:
12620 Gal/Min
Ensure the drain cover max How rating is not
exceeded.
Head Loss at
Maximum Flow Rate:
60.86 Ft
120
100
80
x
0
60
40
20
0
O 50
Selected Components
Required Minimum Pipe Sizes:
Intel Piping: 3.0 In
Discharge Piping: 3.0 In
System Head Pressure Curve
`Ir lli Flo Variable Speed, VS+SVRS, VF, or VSF - 3450 rpm
Clean System
Desired Operation Point
xealn..e
100
as..
150
PENTAIR
TDH CALCULATOR
Pool Information JMCUSTOM-BEATH-LOW SPEED
Pool Volume: 11900 Gal
Total Piping Lengths:
Turn Over Time: 5.75 Hre
Inlet Side: 82 Ft
Suction Lift 2 Ft
Discharge Side: 90 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
L-onsult your local code)
Inlet Piping: 3.043 In
p g
Inlet Pi
Piping: 8 FVSec
Discharge Piping: 2.445 In
Discharge Piping: 8 Ft/Sec,
Piping Head Loss at 34.49 Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 0.24 Ft
Discharge Piping: 0.78 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
Required Minimum Pipe Sizes:
Flow Rate: 34.49 Gal/Min
Inlet Piping: 1.5 In
Your Head Loss: 6.15 Ft
Discharge Piping: 1.5 In
Maximum Flow Rate
at Maximum RPM: 12520 Gal/Min
Ensure the drain cover max How reHng is not
exceeded.
Head Loss at
Maximum Flow Rate: 53.08 Ft
Selected Components
Components
a
System Head Pressure Curve
IntelliFlo Variable Speed, VS+SVRS, VF, or VSF - 1000 rpm
Clean System
Desired Operation Point
20 30 40 50
Volumetric Flow Rate (GPM)
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