HomeMy WebLinkAboutPOOL PLANSPOOLS 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 1S A LAPSE IN SUPERVISION EVEN
FDA 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 DUE TO 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 TO THE DIFFERENCE OF THESE PRODUCTS.
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PLAN DATA:
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S.F.
L.F.
PATIO 7 S3 S.F.
SPA - S.F._L.F.
COMMENTS
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REVIEWED FOR Cgj PLIANC
REVIEVfD
DATE
PLANS ANb PE M T MUST BE KEPT J
SITE OR NO INSPFCTION(S) WILL MF
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FILE COPY
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY INITH ALL APPLICABLE CODES.
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CONCEALED F Aug
ARE THE RESPONSIBILITY OF THE
4 CONTRACTOR OR RECORD
iSPOOL SPECIFICATIONS
MAX WIDTH /a 'o MAX.LENGTH
MIN.DEPTH ,r%4a MAX. DEPTH 'dO4
SHAPE Ic'2C'�F'AR�'! ELEVATION
DIRT FROM EXCAVATION :HAUL /Al0'x'
LEAVE LEAVE & SPREAD
LEAVE -MOVE -THEN SPREAD
EXTRA FILL afinc� PAS Y' SIT ! cG
JOB ENTRANCE `0-s'fA
�U// TILE/h�33 oGEa./ �NT. FINISH �__. �l
STEPTILE L?nLod4g(q BLsaft
ECG/>!e ,RG Os --0 /n r6LLrFko
-. n_
FILTER PUMP JneAgA . p arx.a0
o 33o - Nvaara
MOTORHP. 210 -dd-'I-• TIME CLOCK Alt_
J BOX _ /n/G(.,
LIGHT 49ED TRANSFORMER "/GL,
MAIN DRAIN. SKIMMER
INLETS 3 THERAPY 8
SWIM 0. OR LADDER tk _
HANDRAIL MIA
DIVE BD ATM SLIDE Af1A
HEATER -Atftf //C TANK A'` 'R+
VAC.HEAD VAC. HOSE N F%
VAC.POLE %�� BRUSH
LEAFS
'fjMMEA /n/c(. TEST KIT /41e1--
a
CHLORINATOR At FILL LINE
OVERFLOW LINE A /A' - POOL CLEDANEER+SaTUB �1,n,1t,1
TREE REMOVAL STUMP REMOVAL A'/A.
WATER & ELECTRICSUPPLY� a
BACKWA5H_L NE %J�SENA/ZCr �` /IFOtr / GL
SCREEN ENCLOSURE._ FOOTERS ,.L��
ELECTRICAL HOOKUP r /G
PATIO .COLOR SA a
EXISTING PATIO '�'40-50rlk TERMITE lovCG-
PLANTERS N14
DECK-O-DRAIN /AAE4 FT
APPRX GALLONS
PUMP G.P.M.
APPROX. TURNOVER TIME _.HR. MIN.
CUT& CAP SPRINKLERS J01019'E-'
SAFETY FENCE COLOR /.3LACX
SOLAR7BY N�Q
YES , NO
BRICK
2X6 ✓
6X6 v,
SHEET TILE ✓�
OVERPOUR
MOSAICS z/
041i/2 l4"A6A.,V_
. OWNERS HEREBY ASSUME AND AGREE M THE PROVISIONS
OF THE CONTRACT FOR POOL OONSTRUCTM,, AND APPROVE
THESE PLANS WHICH ARE MADE A PART' OF THAT CONTRACT.
HOMEOWNER'S ASSOCIATION REQUIREMENTS AND
RULES FOR POOLS `1"D ( 7JI- j 7� APPROVAL SHALL BE THE RESPONSIBILITY OF THE
OWNER.
• INSTRUCT BABY-SITTERS ABOUT POTENTIAL POOL HAZARDS TO YOUNG OWNER/ AGENT SIGNATURES:
CHILDREN AND ABOUT THE USE OF PROTECTIVE DEVICES SUCH AS DOOR
ALARMS AND LATCHES. EMPHASIZE THE NEED FOR CONSTANT SUPERVISION.
• DURING SOCIAL GATHERINGS AT OR NEAR A POOL APPOINT A
-DESIGNATED WATCHER' TO PROTECT YOUNG CHILDREN FROM POOL DATE:
ACCIDENTS. ADULTS MAY TAKE TURNS BEING THE WATCHER OTHERWISE.
ADULTS MAY BECOME PREOCCUPIED AND ASSUME SOMEONE ELSE IS
THE CHILDEN.
■ IF ATCHING O CHILD IS MI SIRCHECK THE POOL FIRST. SECONDS COUNT IN SCRnJ/
PREVENTING DEATH OR OISABILITY GO TO THE EDGE OF THE POOL AND
SCAN THE ENTIRE POOL III DO NOT ALLOW A YOUNG CHILD IN THE PM ANDUOOL WITHOUT AN AD AS WELL ASLTE POOL AREA. ,/��l' C40�A(
• DO NOT CONSIDER YOUNG CHILDREN TO BE DROWN -PROOF BECAUSE THEY i�'V Da�
HAVE HAD SWIMMING LESSONS OR ARE WEARING A LIFE JACKET.
• LEARN CPR (CARDIOPULMONARY RESUSCITATION) BABY-SITTERS AND OTHER
CARETAKERS. SUCH AS GRANDPARENTS AND OTHER SIBLINGS, SHOULD ALSO . r
KNOW CPR. ♦y
• KEEP RESCUE EQUIPMENT BY THE POOL, BE SURE A TELEPHONE IS POOL SIDE
WITH EMERGENCY NUMBERS POSTED NEARBY. -
■ REMOVE TOYS FROM IN AND AROUND THE POOL WHEN IT IS NOT IN USE. TOYS INC
CAN ATTRACT YOUNG CHILDREN TO THE POOL
1 NEVER PROP OPEN THE GATE TO A POOL
■ CH RUNNING, PUSHING. WRESTLING OR DI(FIE CE THE POOL AREA. NO 1
CHEWING GUM PERMITTED IN THE POOL AREAREA (RED CROSS SAFETY
SUGGESTION FOR THE PREVENTION OF CHOKING).
III DON'T LET LONG HAIR GET NEAR A POOL OUTLET THE SUCTION CAN CAUSE
HAIR OR BODY ENTRAPMENT AND DROWNING.
• HAVE A FIRST AID KIT AT POOL SIDE SWIMMI G POOL FOR:
• NEVER SWIM ALONE. '\\ • NO JUMPING OR DIVING IN THE SHALLOW AREA OF THE POOL ��� 2� I G7Li At CCx?
III DON'T ALLOW CHILDREN TO PLAY AS THOUGH THEY ARE DROWNING - A FALSE
ALARM MIGHT DELAY A RESCUE IN THE EVENT OF A REAL EMERGENCY.
• WHEN DIVING, ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENDED FIRMLY g / o 1p C1-'1 Am Pj D r l S O A. y
OVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD. q II�
DIVING INTO SHALLOW WATER CAN RESULT IN CERVICAL SPINE INJURIES /' D %L? Si LLt.C.. + CAUSING PERMANENT PARALYSIS. NEVER DIVE INTO AN ABOVE -GROUND POOL G-
# AVOID THE USE OF ALCOHOL OR OTHER DRUGS AROUND WATER. CPC 145 33B
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 2,000 sp i @95% compaction
—Equipment Foundation 3'x7' conic. slab min 3 5" thick pour in
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
MAIN DRAIN
POOL DETAIL
(NO )
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacuum (In Hg) X 1.13
Feet Of Head
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4r THICK WALLS W/#3 REM 012- O.C. EACH WAY
3' TO W - 6' THICK WALLS W/13 REBAR 012" O.C. EACH WAY
0' TO 3' - B' THICK WALLS W/;(3 NEW 012' O.C. EACH WAY
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBIUIY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
r
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
WATER BOND DETAILS FOR
NICHLESS LIGHT SYSTEM
IXCAVARON INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
�'w� • SHORING IS INSTAlLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
' COMPACTION TEST OF THE aACKFIL ED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
To" MIN
�.
a 4 /
STEPS
(NOBS ALL)
STEP DEFAILS
1. TRW 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 3000 P.S.I.
BDIE REMOVE GRATE At BRICK .
WELL POINT PLUG FROM MAIN COPING
DRAIN & ATTACH Aux. PUMP
UNE MEN EMPTYING POOL
\ 6°x6" TILE
GRATE SHALL
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
TRENCH DRAIN
TREADED
PLUG
INTERIOR
FINISH
Y' PER FT�i
— BRICK PAVER PATIO
4V" TYP. WALL-3,000 PSI GUNITE
STEEL-TEX FORM
OR KRAFT WALL
' . .
J!..
#3 0 12° O.C.B.W.
NOTE: FOR DEPTHS
;
GREATER THAN 6' ADD
y
(1)#3COVE BAR 06' O.C.
GRAVEL B TO PUMP
TYP. WALL SECTION & WELL POINT
(NOSCALE)
POOL PATIO
WATER LEVEL �,�'.....'+.'...}. a... ..
12 VAC FROM
r'r."
POWER SUPPLY
M R
SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
UNDERWATER
=
LIGHT
1" PVC
POOL FINISH
CONDUIT
._ �.
SCHEDULE 40 PVC SLEEVE
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
12"
CHLORINATOR
HEATER
BY-PASS
�S
cMN�E
12"
(2) #5 REBAR
PAVERS
FOOTER DETAIL
(NO ALE)
DECK
HEATER FILTER
PIPING SCHEMATIC
PUMP W/ HAIR & LEVEL
UNT STPANER PUMP W/ HAIR &
UNT SIRNNER
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL 0 D ET CMP 25506-32X VGB
PER FRC4501.6.8 COMPLIANT 32" CHANNEL DRAIN
COMPLAINT WITH
2017 FLORIDA BUILDING CODE
USTED TO ASME/ANSI A112.19.8
32' CHANNEL DRAIN AND SUMP
25506-320-000
`NREE 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 PUMP
The maximum Bow 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 Now rating for this suction
fitting with the outer ports plugged and the center port open is 200 GPM (Boor) and 168 GPM
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing.
RETURN TO POOL
THREE-WAY
WATER TT I� VALVE
DESCENT
SUCTION FROM POOL
TYPICAL SHEER DESCENT DETAIL
(NO SCALE)
POOLS
by
cI
GREG, �Nc.
1 ROW OF WATERLINE TILE
WATERUNE
MAX L
t1 /3 STEEL 0 12" O/C E.W.
6' THICK
u
u
.xl a i!rl v
TYPICAL SECTION THRU POOL
(NO SCALE)
WALLS
ftl
NOT
S19EE
THAN 11•
Determine System Flow Rate: Minimum Flow Rate 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 -inch to keep velocity 0 8 fps max, at_ 82 _gpm Maximum System Flow Rate.
Return Piping to be 2 inch to keep velocity 0 8 fps max. at- 82 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 VS H.P. 1.5
TOW H.P.=H.P.x servicefector. l H.p, or more must be 2 speed orvadade speed
Filter Make PENTAIR C&C Size 150
Miter min, area based on W. tumoverilow rate pod gal. / 360 min. =Flow Reza
Divide G.P.M. by Carnage =.375 or Sand =15 a D.E. = 2
Time Controller make ON PUMP Model ------
Controls must operate a minimum oftwo speed$.
The higher speed override is notto exceed me normal ovde or 24 hro, whichever is less
Pipe Slze
6 fps
8fps
1'
16 gpm 0.14'
21 glom 0.23'
1.5'
37 gpm 0.09'
50 m 0,14'
2'
62 gpm 0,06'
0
2 pm 0.10,
2.5'
88 gpm 0.05'
I1 gpm .
3'
136 gpm 0.04'
181 gpm 0.07'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
S34 m 0.02'
712 pm 0.03'
Determine Pipe Sizes:
HYDROS
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 ® 8 fps max. at 181 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 INTELLIFLO VS3050 H.P. 3
Total H.P.=H.Px service factor.1 H.P. a more mud be 2 speed or variable speed
Filter Make N/A She ---
Filer min, area based on 6hr. turnover flow rate pool gal. / 360 min. - Row Rafe
Divide G.P.M. by Garbage = .375 or Sand =15 or D.E. = 2
Time Controller make_____VA /A Model ------
Controls must operate a mldmum of two speeds.
7M hlnhx crw i n„e,r4Vn ie rvtlln nvrml ono nnrm.l nxJe nr ad hm udMhmror b lum
Pipe Size
6 fps
Bfps
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'
e.5'
88 gpn
0,05'
117 m
0.09,
3'
136 gpm 0.04'
81 gpm
0.07
4'
234 gpm
0.03'
31
.OS'
6'
534 gpm
0.02'
712 gpm
0.03'
DESIGNED FOR:
POOLS BY GREG
SPENCER RESIDENCE
9106 CRAMPIANS WAY
PORT ST LUCIE, FL
ENGINEER: GREGORY ARIAS
PROFESSIONAL ENGINEER PE-73071
10299 Southern Blvd. #211282
Royal Palm Beach, FL 33421
(305)879-0541
Ola-1 7-!
***ELECTRIC NOT INCLUDEDii*
STEVE HORST X31
DRAFTING &DESIGN SERVICES
Dl°7846 horst.steve@yahoo.em
u/z
PENTAIR
TDH CALCULATOR
Pool Information PBG-SPENCER-HIGH SPEED
Flow Rate: 68.83 GPM
Total Piping Lengths:
Suction Litt: 2 Ft
Inlet Side: 46 Ft
Discharge Sida: 56 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local eotle)
Inlet Piping: 2.052 In
Branch Piping: 8 FVSec
Discharge Piping: 2.052 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 Pt/See
Piping Head Loss at 68.83 Gal/Min:
(not incutling fittings or valves)
Inlet Piping: 3.34 Ft
Discharge Piping: 4.07 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:
68.83 Gal/Min
Branch Piping:
2.5 In
Your Head Lose:
51.72 Ft
Inlet Piping:
2.0 In
Maximum Flow Rate
Discharge Piping:
2.0 In
at Maximum RPM:
68.83 Galmin
Ensure the drain cover max
flow rating is not
exceeded.
Head Loss at
Maximum Flow Rate:
51.72 Ft
System Head Pressure
Curve
80
60
20
0
S,]perFlo VS - 3450 rpm
Clean System
Desired Operation Point
O 20 40 60 80 100
Volumetric Flow Rate (GPM)
Selected Components
components Wren --
a's case aYOLM
reeL2"I n--eW 5 1.
CYpn.b41.. 1 i01
0M"T,q 1 M.1]
1hMxxun 3 134
Piping Irx aver, xseu..r
Nan
assay Geer, a.e,Meter
in .e, 0 11 7.
Tensai D 2 0a
Pumps
Men easier
eigNFbV9 1
a R�W!DMevAexNxy,wgs.O AYMar.M[. 19sYPoe.MbAeamie aHTCWe.Inb.WrmdR. SvnT la NgEm YNH^
.pNNM beW wNr e6bGMlwb 9Anba Warr Poa'W ed Ne. elan Ile eMMtl [[IMrIiM. N NF IHNe Sahf vrY w dMr
w✓M[s LfiberephaeYMM.rwrNe WgypsWNpvMlMlmrybYyfFtlW ewenMsswin eeni ,,ise, m
sane.mewwrw w..bmar,m.ewwnaee PNwxxe.awmas,, me 7no.nNaeNhm.w nray,2a
exawl:.w[pnanwmneaaeae lnmlaa.. wY. "...bramlyMa.asomc[M.leam.mwaa nmorw.a., m.
4yxn[D.[ea yeceaaon•we.N7Nmms..FMvnanerrN wxarmW.rahla..
PENTAIR
TDH CALCULATOR
Pool Information PBG-SPENCER-LAW SPEED
Pool Volume: 3571 Gal
Total Piping Lengths:
Turn Over Time: 1.25 Him
Inlet Side: 46 Ft
Suction Lift: 2 Ft
Discharge Side: 56 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult ypor local code)
Inlet Piping: 2.052 In
Branch Piping: 6 FVSec
Discharge Piping: 2.052 in
Inlet Piping: 8 Ft/Sec
Discharge Piping: 8 FVSec
Piping Head Loss at 4Gal/Min:
(not incutling fittings or valves)
Inlet Piping: 1.69 Ft
Discharge Piping: 2.08 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: 47.61 Gal/Min Branch Piping: 2.0 In
Your Head Lose: 29.38 Ft Inlet Piping: 1.5 In
Maximum Fiow Rate Discharge Piping: 1.5 in
at Maximum RPM: 68.83 0a1/11JIln
Ensure this drain cover max flow rating /a not
exceeded.
Head Lose at
Maximum Flow Rate: 51.72 Ft
System Head Pressure Curve
so
40
30
S
120
10
O
0
-_7 SuperFlo VS - 26M rpm
Clean System
Desired Operation Point
20 40 60
Volumetrio Flow Rate (GPM)
Selected Components
_,fomponerns
-+IwNtlWaar..Y - M.1.e..
dear an war.
lmmlic2m c-n
r.xs]way+� 1.9
wbaeir Ds
acres Ceeer 1.]r
IARa 1 I6W
I ircA p.nnn ] os
Piping
lmvt sees, lea uss
Mae Ord sees, I7110Yan
atlas w 0 11 ON
fie l ee 0 2 Os
Pumps
M ss wvmq
earfb v"
M Po,tiv,hMaivb vM b2u[xe miry b/ hNC In[ LrNXFIdd INe0.rmmia 6ryras/ia. MW2Twrda SunTw[ha aMa[9xWm
NnY[MM hsemeha aneblMmvebPetY,Wlm nWaa Sp, Mc.Mbe NNMNgMWDMhIM UYMe5m1MYmWs,
.YYrs..I,m....reuYYm.e w,xe.meleeorewwa.nurmern YaeMe.. mwvn.nl.n lawraroytan,ramrrm
vMm,mmlKMxnlMaureq ✓sea mmeamtlbruIIs.NPomeh WYx Cy W $v; Irtc TM,pnwms.gOrugs maYOe Hx
u.e...rv.[r,omaee.xm».[rMw. are rase. e.hYa,emwnarzmuryhsmroe bnNmam unavwc rvmxvmm�neM.
,WYm[Iwi, [wb^aem. rsmwMm[[ua. rawal,ue[.we�me[rlm+ermpml.,.
ELECTRICAL EQUU41ENT WIRING. GROUNDING AND INSTALLATION MUST
CONFORM TO THE 2017 N.B.C. AND APPUCABIS LOCAL CODES
00" HIDE z We" HIGH z 36" DEPTH CLEAR FORMG SPACE IN
F20NT OF ANY PANEL BOARD PER 110.26(A), 110.21
AND 110.26(3) OF THE 9017 NATIONAL RLECI'RIC CODE
JUWM-00I(S)
MN OF 8'
DISCO POOL TWkR w/S.T. ,B AM in M
TOME-SMmt
F.I.
1' P.0 CNOIHr ..�...�
MUTER PROOF OFA O- 11 N
LR5( NOT BE MORE `- I
THW 20' FROM POOL 1/1- MWE
EDGE AND NOT _
MM 6! OF POOL EDGE �8 SgID CGPNR riff Z
C EWP01ENTp1 Boa
N.B.C. 2017 SEC. 680.22(3) N SWD WM
WK M GAOAO
ELECTRICAL DETAIL
NOTSM AIL SLECIRICAL WORK SHALL
CONFORM TO N.R.C. 2017 SEC. 080
18 s cDPPER
era Will aD(
APPR0.40 0.4iPS
NICHE
18"MIN-24"MAX
rMiT
1-0 sow W com
00ra WIRE M APPRM
0hIP5 0 (4) SDES V
m 5161
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUT WING CODE ADAMON
OF THE N.E.C. 2017 SEC. 680.26
PENTAIR
TDH CALCULATOR
Pool Information PBG-SPENCER-HYDROS
Flow Rate: 140 GPM Total Piping Lengths:
Suction Lift: 2 Ft Inlet Side: 46 Ft
Discharge Side: 48 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your local cod.) Inlet Piping: 3.043 In
Branch Piping: 6 Ft/Sec Discharge Piping: 3.043 In
Inlet Piping: 8 FVSec Discharge Piping: g Ft/SecPiping Head Loss at 140_00 Gal/Min:
(not incutling fittings or valves)
Inlet Piping: 1.83 Ft
Discharge Piping: 1.91 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
The pump you have selected Is too weak for your pool system.
Suggested Minimum Pipe Sizes:
Flow Rate: 140.00 Gal/Min Branch Piping: 4.0 In
Your Head Loss: 31.63 Ft Inlet Piping: 3.0 In
Maximum Flow Rate Discharge Piping: 3.0 In
at Maximum RPM: 140.00 Gal/Min
Ensure the drain cover max Prow rating to not
exceeded.
Head Lose at
Maximum Flow Rate: 31.63 Ft
System Head Pressure Curve
40
35
30
O 25
20
115
10
5
0
0 50
Selected Components
Int.IliFlo Variable Speed, VSaSVRS, VF, or VSF - 2600 rpm
Clean System
Desired Operation Point
100
SPIV
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