HomeMy WebLinkAboutPOOL SPECIFICATIONSPOOLS BY GREG, INC. WANTS YOU TO KNOW: A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR PARENTAL SUPERVISION. NO
CHILD SHOULD BE LEFT UNATTENDED. PARENTS SHOULD KNOW THAT ADULT SUPERVISION IS THE ONLY WAY TO PREVENT AN
ACCIDENT. THEY SHOULD MAINTAIN CONSTANT EYE CONTACT WITH THE CHILDREN WHENEVER THEY ARE NEAR, OR COULD
GET NEAR ANY BODY OF WATER. UNFORTUNATELY, MOST ACCIDENTS OCCUR WHEN THERE IS A LAPSE IN SUPERVISION EVEN
FOR A SMALL TIME. NEVERTHELESS, PARENTS SHOULD BE AWARE THAT ANY BODY OF WATER POSES A RISK, ESPECIALLY FOR
CHILDREN UNDER 5 YEARS OF AGE. POOLS BY GREG CANNOT BE HELD RESPONSIBLE FOR ANY LOSS, DAMAGE, DEATH. OR
INJURY DUETO MALFUNCTION OR FAILURE OF A BARRIER OR ALARM WHEN USED BYTHE CUSTOMER, FOR ANY REASON BEYOND
ITS CONTROL UNDER ANY CIRCUMSTANCES, FOR ANY REASON WHATSOEVER. THE CUSTOMER ASSUMES ALL RISKS DIRECTLY
OR INDIRECTLY RELATED TO MALFUNCTIONING OR FAILURE OF BARRIER OR ALARM. POOLS BY GREG, INC. MAKES NO CLAIM
WHATSOEVER T/OrrTHE DIFFERENCE OFTHESE PRODUCTS.
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PLAN DATA:
POOL 121"L
S.F.—
L. F. /G Z
PATIO J '3 S.F.
SPA—S.F.—L.F.
COMMENTS
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AmNI INED BY
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DATE
PLANSO\ JOB
NSPECTIOY WELL BE t"E
Bull==,woad 'A.dunaJ �!,an-1 '1S
26-)ej Ra1S-2.5'
yva�, Swim 9 A AvN
?F"C tc ✓EfS-2" /
Bt 3slcrt-2" wd
POOL SPECIFICATIONS /J
MAXWIDTH �2�0lt MAXAENGTH
MIN. DEPTH '��'p � MAX. DEPTH
SHAPE `Q5562r _'m ELEVATION
DIRT FROM EXCAVATION :HAUL_,.. At�st
LEAVE /2%C LEAVE & SPREAD N�
LEAVE -MOVE -THEN SPREAD
EXTRA FILL COM� /r✓C L.
JOB ENTRANCE
/L e
TILE4,00'b039CAKi INT. FINISH Si�d62
STEP TILE 4w 80 _-, gn
FILTER ef,C !SO PUMP h/lGZL l FGB
MOTORH.P. V4�80-O TIME CLOCK Z^!/u
J BOX 11'l c(_
LIGHT GEC TRANSFORMER A%L
MAIN DRAIN �Z` G'k/'R+.Jr`L` SKIMMER /A%C-'
INLETS THERAPY At11A
WIM O OR LADDER
HANDRAIL Allo
DIVE BD Al�A SLIDE AtI4
HEATER oo oo� TANK d v7ta'2t
VAC. HEAD VAC. HOSE '" 1A
VAC. POLE /R/cG BRUSH /WcL.
LEAF SKIMMER TEST KR
CHLORINATOR CNZog ',fie FILL LINE Al�A
OVERFLOW LINE Al49 POOL CLEANER/STUB /4�
TREE REMOVAL ~'iq STUMP REMOVAL
WATER& ELECT RICgSUPPLY 6€ n/T_J_r v.-
BACK WASH LINE ✓ AS datg2 d E' /1/p,(',F !�✓c,L-
�r k)4E7- =,s
SCREEN ENCLOSURE
� FOOTERS
ELECTRICAL HOOKUP
,. IYIOo
FCo ce�a�
PATIO COLOR ArI11'7
EXISTINGPATIOI c215 TERMITE IAI<L--
PLANTERS AAA
DECK-O-DRAIN ZAICI FT
APPROX GALLONS 72 o o
PUMP G.P.M.
APPROX. TURNOVER TIME—HR. MIN.
CUT & CAP SPRINKLERS_ 4'4
SAFETY FENCE COLOR .964P.L
SOLAR BY A114
Y£B NO
BRICK p",
2X6
6X6 ✓
SHEET TILE
OVERPOUR
MOSAICS
OWNERS HEREBY ASSUME AND AGREE TO THE PROVISIONS
Q OF THE CONTRACT FOR POOL CONSIRUCTION AND APPROVE
THESE PLANS WHICH ARE MADE A PART OF THAT CONTRACT.
HOMEOWNER'S ASSOCIATION REQUIREMENTS AND
RUI E FOR POOLS APPROVAL SHALL BE THE RESPONSIBILITY OF THE
OWNER.
ININS I CT BABY-SITTERS ABOUT POTENTIAL POOL HAZARDS TO YOUNG OWNER/ AGENT SIGNATURES:
CHID EN AND ABOUT THE USE OF PROTECTIVE DEVICES SUCH AS DOOR
A M AND LATCHES. EMPHASIZE THE NEED FOR CONSTANT SUPERVISION.
■ DU IN SOCIAL GATHERINGS AT OR NEAR A POOL APPOINT
-DE IG ATED WATCHER" TO PROTECT YOUNG CHILDREN FROM POOL DATE:
AC ID NTS. ADULTS MAY TAKE TURNS BEING THE WATCHER OTHERWISE.
AD LT MAY BECOME PREOCCUPIED AND ASSUME SOMEONE ELSE IS _
WA CH NG THE CHILDREN.
■ IF A CH LD IS MISSING. CHECKTHE POOL FIRST. SECONDS COUNT IN
PRf VE 4TING DEATH OR DISABILITY. GO TO THE EDGE OF THE POOL AND AIC6`V
SC N E ENTIRE POOL BOTTOM AND SURFACE, AS WELL ASTHE POOL A" NED
■ DO ALLOW A YOUNG CHILD IN THE POOL WITHOUT AN ADULT. POOLS
■ DO O CONSDER YOUNG CHILDREN TO BE DROWN -PROOF BECAUSE TYLu . COdI
HA D SWIMMING LESSONS OR ARE WEARING A LIFE JACKET WI►�F��
■ LEA RN CPR (CARDIOPULMONARY RESUSCITATION) BABY-SITTERS AND OTHER /
CARETAKERS. SUCH AS GRANDPARENTS AND OTHER SIBLINGS. SHOULD ALSO ��
KNOW CPR.
■ KEEP RESCUE EQUIPMENT BY THE POOL. BE SURE ATELEPHONE IS POOL SIDE
WITH EMERGENCY NUMBERS POSTED NEARBY.
■ REMOVE CAN ATTRACTTOYS
YOUNG ICHILDRENOTO THE POOL POOL UND THE WHEN ITI5 NOT IN USE. TOYS ArGf �EG,NC.
■ NEVER PROP OPEN THE GATE TO A POOL I%
■ NO RUNNING, PUSHING. WRESTLING OR DISTURBANCE IN THE POOL AREA. NO \ I
- CHEWING GUM PERMITTED IN THE POOL AREA (RED CROSS SAFETY
SUGGESTION FOR THE PREVENTION OF CHOKING).
■ DONT LET LONG HAIR GET NEAR A POOL OUTLET. THE SUCTION CAN CAUSE
n HAIR OR BODY ENTRAPMENT AND DROWNING.
■ HAVE A FIRST AID KIT AT POOL SIDE SWIMMING POOL FOR:
_ ■ NEVERSWIMALONE. n ��
■ NO JUMPING OR DIVING IN THE SHALLOW AREA OF THE POOL
■ DONT ALLOW CHILDREN TO PLAY AS THOUGH THEY ARE DROWNING -AFALSE
ALARM MIG14T DELAY A RESCUE IN THE EVENT OF A REAL EMERGENCY.
■ WHEN DIVING. ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENDED FIRMLY
OVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD.
DIVING INTO SHALLOW WATER CAN RESULT IN CERVICAL SPINE INJURIES
Ste/ !f CAUSING ■ VO DTHE USE OF ALCOHOL OR OTHER DRUGS ROUND WATER.
POOL
—�g��3 • iit _`
10
A
•
A
r
u..
JIM- REMOVE GRATE & Y' PER Fr. MIN SLOPE
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP a � CAPT'� (2) #3 REBAR OR
LINE WHEN EMPTYING POOL ` `:4;}',
a
6"x6" TILE (1) #5 REBAR
—Po I construction complies with FBC 2017, ANSI-7, ANSI-15 GRATE ED IN 4" SLAB ry� /"'��
—Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 BE SECURED IN INTERIOR 2. W FIBER MIX P O
PLACE SO FINISH �° 7yp, WALL-3,000 PSI GUNITE
—Pool Barrier to comply with Section R4501.17-6th edition FBC THAT TOOLS
ARE REQUIRED S n • •
—Skimmers comply with F9C 2017—R4501.21.2 FOR REMOVAL STEEL-TEX FORM
—Soil bearing capacity assumed 2 000 Ei @95% compaction 6" TYP. FLOOR by(
OR KRAR WALL
—Equipment Foundation 3'x7' conc slab min 3.5" thick pour in place TRENCH DRAIN 3,000 PSI #3 0 12" O.C.B.W. Q 1Y
U
—Water Heating equipment to comply with FBC 2017—R4501 GUNITE NOTE: FOR DEPTHS,r' y ' TREADED GREATER THAN 6' ADDE''NC
PLUG' .� (1)3 COVE BAR ®6" O.C. _
GRAVEL BE TO PUMP
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(NO SCALE) (NO SCALE)
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
M
MAIN DRAIN
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
�onup,
A '
Vacuum (In Hg) X 1.13
Feet Of Head
r
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
POOLDETAIL D
pUTSIdE'ANGLE OF REPOSE
6' AND FYPER - 4" THICK WALLS W/#3 REBAR 012' O.C. EACH WAY
3' TO fi = 6' THICK WALLS W/#3 REBAR e12' O.C. EACH WAY
0' TO 3' = 8" THICK WALLS W/g3 REBAR 012' O.C. EACH WAY
r:a
MISC. N MS
1, All STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2%0 CAPTILE BORDER OF OPPOSITE
COLOR OF OEM FINISH FOR WSIBIUIY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
F�
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
V' * SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
QC�V SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
• NO UNDERMINING OCCURS OR ENDNEER APPROVED IF ANY DOES
• COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PA710
STEPS
(NO SCALE)
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 GUNITE 3D00 P.S.I.
POOL DEN
cwH�`
HEATER
PIPING SCHEMATIC
' HAIR W
MINER
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WRH
2017 FLORIDA BUILDING CODE
STD TO `;M /ANSI A11 .i .8
32" CHANNEL DRAIN AND SUMP
-_ 25506-320-000
*THREE 2' SOCKET x 2S 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 fining with the center part plugged and outer ports
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5' plumbing end 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.
DECK
3'-0"
1 ROW OF WATERUNE TILE
WATERLINE -
7
13 STEEL a 127 O/C E.W.
6" THICK
FLOOR SLOPES
FLOOR SLOPE SHALL BE
REASONABLY MNIEDRM AND
COMPLY WITH ARECLES 5.6.1
THRU 5.6.3
THE SLOPE DE THE FLOOR ERDN
THE SHALDW END WALL
TOWARDS ME DEEP AREA 1411
MOT E%CEE➢ 1 FDOT IN 7 FOOT
14'—tl" 3'—E
TYPICAL SECTION THRU POOL
(NO SCALE)
WALLS
SI&
NOT
SLOPE
GREATER
THAN 11"
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: --- ft_x 7.48(gall = -------- 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 @ 8 fps max. at_ 1a1_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 Gover( SEE —ABM) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pipe Size
6 fps
Bile pa;
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 ppm 0.10,
2.5'
88 gpm 0.05'
17 m 0.09
3'
136 gpm 0.04'
81 m . 7
4'
234 gpm 0.03'
313 g m 105'
6'
534 gpm 0.02'
1 712 gpm 0.03'
Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3
Total H.P: H.P,x service factor. IH.p. or more must be 2 speed or variable speed
Filter Make PENTAIR C&C Size 150
Filter min, area based on 6hr. turnover low rate pool gal.136D min. =Flow Rate
Divide G.P.M. by Canddge = .375 or Sand =15 or D.E. = 2
Time Controller make ON PUMP Model ------
Controls must operate a minimum of two speeds.
The Maher speed averdde Is not to exceed one normal wcle or 24 his. whichever is less
Determine Pipe Sizes: HYDROS ONLY
Trunk Piping to be-3--inch to keep velocity @ B fps max. at 181 181gpm Maximum System Flow Rate.
Return Piping to be 3 inch to keep velocity @ 8 fps max. at 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
Plpe Size
1'
6 fps
16 gpm 0.14'
Bfps
21 gpm 0.23'
POOL PATIO
1.5'
37 gpm 0.08'
50 gpm 0.14'
WATER LEVEL
��� ; �
� .".;:
2'
62 gpm 0.06'
82 gpm 0.10'
,.,'-.
2,5'
88 gpm 0,05'
117 m 0.09'
:F.:.. ".
3'
136 gpm 0.04'
81 gpm 0.07
12 VAC FROM
4'
234 gpm 0.03'
31 gpm .OS'
ENGINEER: GREGORY ARIAS
E'..Y
POWER SUPPLY
6'
534 gpm 0.02'
712 gpm 0.03'
PROFESSIONAL. ENGINEER PE-73071
SIZE AS DETERMINED
12115 56th Place N
BY LICENSED ELECTRICIAN
West Beach, FL334ll
UNDERWATER
LIGHT,_.:.
(3Palm
8
1" PVC
POOL FINISH ,. CONDUIT
--------------------
,.
SCHEDULE 40 PVC SLEEVE
•,;a �:, NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
POOLS BY GREG
BRITTON RESIDENCE
434 SE NARANJA AVE
PORT ST LUCIE, FL
***ELECTRIC NOT INCLUDED***
PRBPARED BY: SHEET:
STEVE HORST 2 /
DRAFTING & E,(
DESIGN SERVICES /}�' 3
(772)201.7846 borst.steve@yahoo.wm
��1
F:> PENTAIR
TDH CALCULATOR PBG-BRITTON-HIGHSPEED
Pool Information
Flow Rate: 114.33 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 60 Ft
Discharge Side: 86 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(cunsuh your local code)
Inlet Piping: 3.043 In
Branch Piplrrg: 6 Fusee
Discharge Piping: 2.445 In
Inlet Piping: 8 FtlSec
Piping Head Loss at 114.33GaVMin:
Discharge Piping: 8 FtlSec
(not eroding fidir le or vabee)
Inlet Piping: 1.64 Ft
Discharge Piping: 6.82 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer This pmgnm is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate:
114.33 GaIIMin
Branch Piping:
3.0 In
Your Head Lose:
72.06 Ft
Inlet Piping:
2.5 In
Maximum Flow Rate
Discharge Piping:
2.5 In
at Maximum RPM:
114.33 G811Mio
Ensure the drain cover max flow rating is of
exceeded.
Head Lees at
72.06 Ft
Maximum Flaw Rate:
System Head Pressure Curve
n:eili to Venable Speed, VS+SVRS, VF, or VSF-3450 rpm
Chan System
D-i-ed Caparrol. Pant
0 SO (w z
VOumetic Few Rate (GPM)
Selected Components
Components
Name
IntelliChnor lC-20
2"x 2,F 3 way vale
Main Chein
Ckan and Clear
Mau,sTemp
Xe Inch Resin
Piping
Name
90 degree .mow
T. TIcough
Pumps
Name
ntelliFlo Venable Speed, V3+SVRS, W.
or VSF
Head Las al
Quantity 114.3341
1 3.37
5 1395
1 2.14
1 8.64
1 18.51
4 673
Inlet Discharge Hess Lash
Quamiry Quantity 114.330a11Min
5 11 7.10
0 3 1,17
Quaoaty
1
511
o
4; PENTAIR
TDH CALCULATOR PBG-BRITTON-LOW SPEED
Pool Information
Pool Volume: 7200 Gal
Total Piping Lengths:
Turn Over Time: 3.25 Him
Inlet Side: 60 Ft
Suction Lift: 2 Ft
Discharge Side: 86 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your loran curie)
Inlet Piping: 3.043 in
Branch Piping: 6 FtlSec
Discharge Piping: 2.445 In
Inlet Piping: 8 Fusee
Discharge Piping: 8 FVsec
Piping Head Loss at 36.92GaVMin:
(noi meaaug Finings or vabasl
Inlet PIpIng: 0.20 Ft
Discharge Piping: 0.84 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:
36.92 Gal/Mln
Branch Piping:
1.5 In
Your Head Loss:
18.17 Ft
Inlet Piping:
1.5 In
Maximum Flow Rate
Discharge Piping:
1.5 In
M Maximum RPM:
114.33 Gal/Min
Enure the drain covermax flow rating ISM
exceeded.
Head Loss at
72.06 Ft
Maximum Flow Rate:
System Head Pressure Curve
5
0 ,
IMellino Venable Speed, VS+SVRS, VF, or VSF � 1600
cf. System
Desired operaUm Point
0 SO m 0
umemc FbwgMs (Cdr
511
Selected Components
Components
Head Las M
Name Quanfity 36.9240INlin
IntalIIChI4r IC. 20 1 0,52
2"x2Y3 Way yaha 5 0.57
Main Dian I 0Sl
case end clear 1 079
MaaherTemp 1 11.12
314 inch Realm 4 0.71
Piping
Inlet Discharge Head Loss at
Name QuaneN Quantity 36.93eaVMin
90...... .to. s 11 Ges
Tee Through 0 3 014
Pumps
Name Quantity
IMeaFb Variable speed. Vs+SVRS, Mr. I
or VSF
A Penkrr tredemaks elm boos arc owned by Perk Ira'. InfelhFke, EeayTodon's IMdR7o-M,, SunTauUW end Ece Sari
ere raghlood trademarks andl ttadenreMs orPenreA Wafer Pool eM Sea, tasu lts a erred con cars In see United Stores and/oroune,
conden, Unless expressrynoted, nanm antl bmntlsNNutl paNes fMt maybeused in this tlocumeM ere not usesk Mdiakandrltlefinn or
mtlomenardbarwxnihe mnen.these Mme1endbrm sand Penlex WakrP end Sipe Inc. Thosenemesandbuddsmeybedb
fademarks or regkferetl bedemerks o/rhoae dtlrtl parlor Beayse xe arc cantbuously Improving ourproduMs erM sendcn, Porkraserva the
rgMm change apeanatioro wieroutPrrrwtke. PeMirk an e9ua1 oppatuMryempbyer.
ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST
CONFORM TO THE 2017 N.E.C. AND APPLICABLE 1DCAL CODES
30" WIDE x 6'8" HIGH a 36" DEPTH CLEAR WORKING SPACE IN
FRONT OF ANY PANEL BOARD PER 111 110.26(2)
AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC CODE
JUNCTION-BOX(S)
Ip P MIN OF 6'
DISCO CT POOL INNER W/s.t. ,B, IBOW POOL DECK
lum
TOGGLE-SWITCHO N.E.C. PPPROVE➢
I° we ca+DUIT
WATER PROOF C.F.I.
MUST NOT BE MORE 3-I12 IN
THAN 20' FROM POOL 1/2` CONDUR
EDGE AND NOT
W11HIN 6' OF POOL EDGE 18 SOLID COPPER WIRE
TO EDWPOTLNDAL BOND
N.E.C. 2017 SEC. 680.22(3) l8 SOLID COPPER
WIRE TO GROUND
- ANCHOR WITH
#8 SOLID COPPER
BOND WE wo
APPROVED CLAMPS
18 SOLID COPPER
BOND WIRE WITH
APPROVED CLAMPS
NICHE
1 B"MIN-24"MAX
WE COPPER
TO 6' BELOW
BOND TO
ALL-INGROUND
1_++fi SOLID BARE COPPER
EDN0 WIRE WITH PPPRONEO
CLAMPS a (4) SIDES OF
GONRE PDDLS BOND TO
TDH CALCULATOR PBG-BRITTON-HYDROS
Pool Information
Flow Rate: 125.24 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 60 Ft
Discharge Side: 54 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consort your local code)
inlet Piping: 3.043 In
Branch Piping: 6 Ft'So:
Diacharge Piping: 3.043 In
Inlet Piping: 8 Fusee
W Discharge Piping: 8Sec
Pi Head Loss at 125.24Ga1/Min:
In
P g
(not inwding flninBs or values)
Inlet Piping: 1.94 Ft
Discharge Piping: 1.75 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:
125.24 GaVMin
Branch Piping:
3.0 In
Your Head Loss:
6582 R
Inlet Piping:
3.0 In
Maximum Flow Rate
Discharge Piping:
3.0 In
at Maximum RPM:
125.24 GSIIMin
Ensure the drain cover mace
flow rating is not
womaded.
Head Loss at
6581 Ft
Maximum Flow Rate:
F
OF
System Head Pressure Curve
I Inm8lFlo Venable Speed, VS+SVRS. VF- or VSF - 34ED
cleornS'Won
Das red Operation Pam
anu. Ia
Volumetric Flow Rate (GPM)
Selected Components
Components
Name
IhaTIChlor IC-30
2"x2.6"3wayveNe
Main Dram
MeakRenp
3I4 rich Realm
Piping
Name
90 degree allow
45 degree eAwr
Tea Through
Pumps
Noma
Intalli Variable Speed, VS+SVRS, VF.
.VSF
Head Luca ar
Quamiry 125.24OWNHn
1 3.96
5 17.47
1 OAS
1 17,82
3 14.29
Inlet Discharge Head Lesaat
Quantity Quantity 125.24eaIR,4n
5 9 366
0 1 0,13
D 2 TOP
Quantity
I
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ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL WORK SHALL
CONFORM TO N.E.C. 2017 SEC. 580
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAP71ON
OF THE N.E.C. 2017 SEC. 660.26