HomeMy WebLinkAboutBuilding PlansPOOLS BY GRES, INC- WANTS YOU TO KNOW: A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR PARENTAL SUPERVISION. NO
r A) AL L M ACd 1 p j C-- ( -
CHILD SHOULD BE LEFT UNATTENDED. PARENTS SHOULD KNOW THAT ADULT SUPERVISION IS THE ONLY WAY TO PREVENT AN 'or
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 EVENALLY FOR
FOR SHOULDSK. ESPFC1
(DAMAGE. ° 1 A /
L [� S �D I V D f�
CHILDREN 1N1DER 5 YEARS OF AGE. POOLS BY CANNOT BE HELD RESPONSIBLE FOR ANY LOSS DEATH. OR
�
INJUAYDUETOMALFLo4CTIMORFAILUREOFABARTSERORALARMWHENUSEOSYTHECUSTOMER.FORANYREASONBEYOND
DIRECTLY
ff
ITS CONTROL UNDER ANY CIRCUMSTANCES. FOR ANY REASON WHATSOEVEFLTHE CUSTOMER ASSUMES ALL RISKS
.OR INDIRECTLY RELATED TO MALFUNCTIONING OR FAILURE OF BARRIER OR ALARM, POOLS BY GREG. INC. MAKES NO CLAIM
WHATSOEVER TOTHE DIFFERENCE OF THESE PRODUCTS.
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PLAN DATA:
r
POOL
S.F. '
LF. ----N—
watln _ l —S.F,
-fbP f EP
3� aEa•!d: 12�1 ...
GIB Al wi c q
H fi4
--- — 3L�
G"511 2DGseE�t; tllA�E¢FJ1ti +A� A2tilI
+t kylirx Flssa
y-:- ,I$'r \I/ y L6✓5 Ali 12" 12° 12° ep'' !$" = 4
� rft<24fE�60
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tm
FILE .CP
REVIEWED FOR
POOLSPECIRCANINS
-
MAX WIDTH N
MAX.LENGTH - -27W1
�
MIN. DEPfTH d r" li h
MAX. DEPTT} / aE .
-
R EC :A��� 1F_
SHAPE
ELEYATKt
-
DIRT FROM EXCAVATION :HAUL !" 6L
- - -
LEAVE - -
LEAVE 8 SPREAD ._
-
LEAVE -MOVE -THEN SPREAD
-
EXTRA FILL E� 1
!A(G L
- -
JOB ENTRANCE 1 6-14
1' 11A6 _
. -
TILE
INT• FIHIS6I BLuc(9d7-
STEPTI.E 1/4-S z 94Pe06
�n77dZz.J —
-
Cr
FILTER e •} al4
pUMP... Su,d�.o�tD
. ..
vs�oso
MOTOR H.P._Z on-.00.4
TIME CLOCK l4I---.�—
J BOX Z
2 to n-PoO�
LIGHT J GEd ^ S/•'A
TRANSFORMER _ `G
-
MAIN MAIN !-- .f/'A�-
SKMOJER I^fGL
. -
MILETS cya
THERAPY
/
IM O OR LADDER G1�� BG�
211 -
2"
HANDRAIL ^`R�Ti?D,./•-^ `�iYKP� - -
DIVE BD N�.�_
SLIDE 'U �A
HEATER 7 =/20 ry
TANK - '1/14
•s -2.5" _ _
m4e4,J-2.5"
VAC. HEAD N14
VAC. HOSE A114
. -
VAC. POLE lWa-
-
LEAF SKIMMER M//EG
TEST KIT
Es/-2.5" -
�' !-dVef-f 3n
CHt�t�INATOR
114
FILLUNE �'`"�
A
y
te-
RSTU6,1ti
-2.5"
OVERFLOW LINE
POOL CLEJUI
..
TREE REMOVAL '1lA
STUMP REMOVAL 4114
WATER A ELECTRIC SUPPLY �.e7.f`fi�/ g•
BACK WASH INE -O SC
4410 � A4I4
•
SCREEN ENCLOSURE
FOOTERS" GCL
ELECTRICAL HOOKUP -
?ATK) Fu C.2�7'�
p
COLOR o --
.
-
GG''
EXISTING PATIO sue° c TERMITE (- a
�r
PLANTERS A/l'g
!'J�
- -
-
-
DECK-0-DRAIN
Fr
,F
APPROX GALLONS
-
PUMP G.PM.
APPROX.TURNOVERTIME_HR.
MmL
.- :'- --- -
- cure CAP SPRINKLERS-=O------
SAFETY FENCE COLOR
.(4CACJG -
SOLAR BY f/I!J
YES ND .
- -
BRICK
_ ✓
2X6
6X6
✓
SHEET TILE
✓
OVERPOUR
V'r-
MOSAICS
CODE COMPLIANCE
ST. LUCIE CO T
BOCC �
- OWNERS HEREBY ASSUN$AmAm*ETOTfiE P19t&
OF THE CQMMCTFDRFOOL C0 NS1MWrM AND APKME
THESE PLANS WHEN ARE MADE A PART or Tim cwnm=
HOMEOWNER'SASSOCUIU Ar REOU A MIE NTSANM -
:s RULES FOR POOLS 771,- 9'79- 03/5' APPRovALSHALL BETHEREsPON m"YoFTm
j Q It INSTRUCT BABY-SITTERS ABOUT POTENTIAL POOL HAZARDS TO YOUNG OWNER/ AGENT SIGNATURES:
> CHILDREN AND ABOUT THE USE OF PROTECTIVE DEVICES SUCH AS DOOR
c ALARMS AND LATCHES. EMPHASIZE THE NEED FOR CONSTANT SUPERVISION.
�i U ert u IN DURING SOCIAL GATHERINGS AT OR NEAR A POOL APPOINT A
W
> "DESIGNATED WATCHER -TO PROTECT YOUNG CHILDREN FROM POOL DATE:
Ce z ACCIDENTS. ADULTS MAY TAKE TURNS BEING THE WATCHER OTHERWISE.
ADULTS MAY BECOME PREOCCUPIED AND ASSUME SOMEONE ELSE IS -
r WATCHING THE CHILDREN. -
M IF A CHILD IS MISSING. CHECK THE POOL FIRST. SECONDS COUNT IN
PREVENTING DEATH OR DISABILITY. GO TO THE EDGE OF THE POOL AND
SCAN THE ENTIRE POOL BOTTOM AND SURFACE. AS WELL AS THE POOL AREA.
■ DO NOT ALLOW AYOUNG CHILD IN THE POOL WITHOUT AN ADULT. ����
■ DO NOT CONSIDER YOUNG CHILDREN TO BE DROWN -PROOF BECAUSE THEY
HAVE HAD SWIMMING LESSONS OR ARE WEARING A LIFE JACKET -
elUllll/// ■ LEARN CPR (CARDIOPULMONARY RESUSCITATION) BABY-SITTERS AND OTHER
%°r,DALL NOS KNOW CPR. S. SUCH AS GRANDPARENTS AND OTHER SIBLINGS. SHOULD ALSO by
�� Q.P • C E N 4...
O'tC` ! KEEP RESCUE EQUIPMENT BY THE POOL. BE SURE A TELEPHONE IS POOL SIDE Y�y
�.: • �' •,'i)N WITH EMERGENCY NUMBERS POSTED NEARBY. - -
■ REMOVE TOYS FROM IN AND AROUND THE POOL WHEN IT IS NOT IN USE. TOYS �
*: S CAN ATTRACT YOUNG CHILDREN TO THE POOL T
° RED
■ NEVER PROP OPEN THE HATE TO A POOL
■ NO RUNNING. PUSHING. WRESTLING OR DISTURBANCE IN THE POW AREA. NO 1 -
• CHEWING OUM PERMITTED IN THE POOL AREA (RED CROSS SAFETY /
%O•••• / ATE OF ••��� SUGGESTICIN FOR THE PREVENTION OF CHOKING).
�!/� 11-14-19 ■ DON'T LET ).ONG HAIR GET NEAR A POOL OUTLET. THE SUCTION CAN CAUSE -
�'G�lc ' FL O R ID P• •G���� HAIR OR S )DY ENTRAPMENT AND DROWNING.
NALEr:�`� ■ HAVEAFIRMTA.IOO IT AT POOL SIDE SWIMMING POOL FOR:
//IIIIUIL\�� ■ NEVERSWI - -
NTO
■ NO JUMPIN)' oR DIVING IN THE
BHA
LLOW AREA of THE POOL SC tc LAN n e Pk
M. Randall Rodgers, P.E. • DON T ALLG/W CHILORERES PLAY ASTHOUGH THEY ARE DROWNING • A FALSE
FL Lic. No. 68212 ALARM MIGHT DELAY A RESCUE IN THE EVENT DF A REAL EMERGENCY
■ WHEN DIMING, ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENDED FIRMLY 9 rn �� .'1 �A ��
1801 Hazelwood Drive OVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD.
Ft. Pierce, FL 34982 DIVING IMI) SHALLOW WATER CAN RESULT IN.CERVICAL SPINE INJURIES " �i� ,�(L2CG /�L ✓��%
CAUSING PERMANENT PARALYSIS. NEVER DIVE INTO AN ABOVE -GROUND POW .
PH: (772) 201-1634 111 AVOID THE USE OF ALCOHOL OR OTHER DRUGS AROUND WATER. _ CPC 145& _ _
w
PRESSURE GAUGES QMALLED ON
FILTER PUMP FOR RW INSPECTIO
9 9
Vacuum (In Hg) X IA3 Pressure (PSI) X 2.31
Feet Of Head Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
MARE DRAIN
POOL DETAIL
(N1 SCALD
OUTSIDE ANGLE OF REPOSE
6 AND FURIM - 4' THICK WALLS W/13 REM 012- O.C. EACH WAY
3' TO 6' - 6- THICK WALLS W/13 REM 012' O.C. 90 WAY
0' TO S - 87 THICK WALLS 111/13 REBAR 012" O.C. EACH WAY
MISC. NOTES
I. ALL STEPS AND SWIMOIN BENCH OM
WILL HAVE 296 CAPIE BOIAER OF OPPOSITE
COLOR OF GEM FINISH FOR M51B111Y
2. N90M TO BE NSEALIID ARE WHERE
DEC( RINSED +6' ABOVE POOL
0,
O�
((,,� IXCAVATI N INTO THE ME OF REPOSE IS ALLOWABLE PROVIDED:
�V' • SHOW IS INSTALLED AT EXCAVATIN AND STORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
• NO UNDUWW OCCURS OR ENGINEER APPROVED F ANY DOES
• OOWACININ TEST OF THE &WI LED MATERIAL ARE PROVIDED
PAM ro DE POURING OF THE PAINT
STEPS
(NO SCALE)
STEP DETAILS
1. TREAD IS WON 1F 10• WILE
2. RISER NOT GREATER THAN 12' 001PT F
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOLID GUNIIE 3000 P.S.I.
Bp7E: REMOWE CRATE &
A' PER FrMIN SLOPE
WELL PONE PUG FROM WAR
AUX. POMP
ORNONE H N EMPTYING
NWE WHEN FIPIYNG POOP.
ad7FMI A UP PUCM E
w1li� /PPIIGw1E ' r
67x6' TILE
'
GRATE SHALL
:'.;
4" SLAB
BE SECURED IN
INTERIOR
2500 FIBER MIX
PLACE SO
FINISH
O' IV. WALL-3,000 PSI GUNfTE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL.
STEEL-TEX FORM
.
OR KRAFF WALL
6' IV. FLOOR.:.
TRENCH DRAIN
3,000 PSI
#3 0 12- O.C.B.W.
GUNNE -
NOTE: FOR DEPTHS
`
GREATER THAN 6' ADD
TREADED
PLUG
' `s ' ��
(1)13 COVE BAR 06' O.C.
GRAVEL BE
_
TO PUMP.—
TYP. WALL SECTION &
WELL POINT
()
OVERPOIIR OR CAP TILE
WHERE APPLIC11 6'x6' TILE
6'x6- TILE •a: `i 4' SLAB
.' 2500 FIBER MIX
:.
SPA BENCH 18'
BELOW WATER LINE
GRATE SHALL = ;�.;;': _•',:,<
BE SECURED IN Z
PLACE SO
ARE AT TOOLS
6' TYP. q t :� 4Ve' TYP. WALE-3.ODO PSI GUNITE
_ ••M T
FOR REMOVAL FLU STEEL-TEX FORM
;.. i :•- .;':` • OR KRAFT WALL
TRENCH DRAIN 13 0 127 O.C.B.W.
GRAVEL B TO
SPA WALL SECTION
(NO SCALD
VENT LINE NOT TO BE
FURTHER THAN 40 FT
..
FROM POOL 25' MAX
'••
TO JET; `
WET LENGTH
FILTER
PUMP
T PUMP
:Yy
t0 AIR ,
.
TO AIR
`7EM
CHANNEL
art VENT
.. :.�'
DRAIN
17
SPA DETAIL
(NE SCALE)
COPPER WAY
tla ro pap
HORIZONTAL INSTALL
18 COP"
m (7aD
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
rW L
WATER LEVEL
'...
12 VAC FROM
POWER SUPPLY
�-
SIZE AS DETERMINED
z
BY LICENSED ELECTRICIAN
UNDERWATER
LOU
.'=n
1' PVC
POE. FINISI..
CONDUIT
?"f WIEDUE 40 PVC SLEEVE
•A
NO BONDING
.r
OR GROUND
' •`
REQUIRED
NICHLESS
UNDERWATER
LIGHT DETAIL
(NO SCALE)
(2) #3 REBAR OR �+
(1) #5 REBAR
8"
• • t
8" C�
FOOTER DETAIL 1�k
CHLORINATOR
Mrs
PUMP W/ R41R &
LLNr SIRAPER PUMP W/ IAIR &
I-- LOU STRAINER
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL wn1T CMP 25506-32X VGB
PER FWA501.6s COMPLIANT 32' CHANNEL DRAIN
COMPLAINT WIIFI
2017 FLORA BUILDING CODE
INTO &%f/M M121A8
32" CI6INNEL DRAIN AND SUMP
25506-320-000
'THREE 2' SOCKET x 2.5' SPIGOT PORES
'DEBRIS GUARD INCLUDED
'38.79in? OPEN AREA
'IAMPO LISTED FLOW RATES
'WHITE PVC BODY
'COVER GOES OVER BODY TO GIVE FINISHED LOOK IQ_0!!p
The maximum flow rating for ft 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 GM (floor)
and 192 GPM ("11) when using 2' plumbing. The maximum flow rating for this suction
Weg with the alter ports Plugged and the ceder port open is 200 GPM (floor) and 168 GPM
(wall) when using 2.5' plumbing and 184 CPM (floor) and 176 GPM (wall) when using 2' Our".
CONCRETE PATIO
SUP RESISTANT--1 BRACE
TREADS TO BEa BOND TO ANCHOR
PAVER PATIO
12'W x 12'D x3O'L CONC.
FOOTING WITH (4)j3 BARS
18 GROUND WIRE
BONDING DETAIL for LADDER and/or RAIL
(NE SCALE)
RETURN TO POOL
THREE-WAY
WATER TO SHEER VALVE
DESCENT
a
=---- FILTER
SUCTION FROM POOL
TYPICAL SHEER DESCENT DETAIL
(NEI SCALE)
OLS
by
GREGy INC
am I ROW OF WATERLINE TILE
WATERLINE "
MAx
.EYEL FLOOR 13 SIEM 0 12' O/C EW.
FLOOR SLOPES
ROAR SLOPE SAIL OP
W�y UNIM ND
rnnY Na ARROES sat
TTND orb
THE SmPE or TOP RM rWAr
/W4„^W aD NAU
FWA DS THE DEEP ARER SIViL
Nor nurn I Faor N 7 rmr
27' O" I —
Jim
Determine System Flow Rate: Minimum Flow Rat Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: --- ft_I 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 Rote) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 2_5 inch to keep velocity 0 8 fps max. at_ 117 gpm Maximum System Flow Rate.
Return Piping to be-1-5inch to keep velocity 0 8 fps max. at-j-179pm 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
PumpModel PENTAIR INTELLIFLO VS3050 H.P. 3
Tod H.P: H.Pxselvloef ar.1Rfsormoremudbe2speedavadablespeed
Filter Make PENTAIR C&C Size 150
Fdw rdn. area based m 6 r. hmlmortowmlo pod gal. /3eo min. = Pkrx Rate
Divide G.P.M. by Cmbdge=.375aSand =15 mD.E = 2
Time Controller make ON PUMP ModN ------
Cor&ds mstoperate a minimum of two speeds
REVIEWED FOR
DE COMPLIANCI
LUCII�E/^�COUNTN
BC
Pipe Size
: 6 fps
8fps
1'
16 gpn
0.14'
21 gpm
0.23'
1.5'
37 gpm
0.08'
50 gpn
0.14'
2'
62 gpm
0.06'
82 giam
0.10'
25,
88 gpn
0.05'
17 gpm
0.09
3'
136 gpm 0.04'
181 -g
. 7'
4'
22l4 gpm
0.03'
1313 gpm
0.05'
6
53,4 gpm
0.02'
1712 glan
0.03'
Determine Pipe Sizes:
HYDROS
Trunk Piping to be
2�5 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
Return Piping to be
�•5 inch to keep velocity 0 8 fps mox. at 1177 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 H.P. 2
Total HP: H.P.x service facial. l H.p. oram must be 2 speed orvariadespeed
FlNerMake N/A Size ---
Filler min. area based an 6hr. hmaxer ILow nalo pod gal. /380 min. = Row RNB
Divide G.P.M. byCamMge =.375 a Said =15 or DE. = 2
Time Controller make N/A Made) ------
CaDds mud operate a nWWIGm of We speeds.
Pkae Size
6 fps
8fps
1'
16 gpn 0.14'
21 gpry 023'
1.5'
37 gpm 0.08'
50 gpm 0.14'
2'
62 gpm 0.06'
82 m 0.10,
2.5'
88 gpm 0.05'
17 gpn 0.
30.
136 gpm M04'
181 gpn . T
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 0.02'
1 712 gpm 0.03'
DESIGM FOR:
POOLS BY GREG
SCULTHORPE RESIDENCE
19 MAJESTIC WAY
Fr PIERCE, FL
W111114
,OpLI
�X C E
!El Hazelwood Olive
I : >IFT Pierce, FL 34*
�'•. STATE11-14-19
*"ELECTRIC NOT INCLUDED"'
HOAMBY: SHEET:
STEVE HORST 2 /
DRAFTING & „(
DESIGN SERVICES
H•71% boat steve@yahrm corn
4/2 1
N®
Pool Information PBG-SCULTHORPE-HIGHSPEED
Flow Rate- 99.46 GPM Total
Piping Lengths'
Suction Lift: 2 Ft
'. Inlet Side: Be Ft
Discharge Side: 94 Ft
Maximum Pipe Velocity Allowed: Piping
Sizes:
(consult your local code)
Inlet Piping: 2-4451n
Inlet Piping: 8 FWSec
Discharge Piping 2-445 In
Discharge Piping' '.. 8 FUSec P
ping Head Loss at 99.46 GaWMin:
nLu
'.. (n
ing fittings or valves)
' Inlet Piping. 527 Ft
Discharge Piping: 5.76 Ft
For advanced pools that contain multiple suction
, thi program May be
inaccurate. Consult a hydraulics engineer. This
grm is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
uirlled Minimum Pipe Sizes:
Flow Rate' 99-46 GaIlMin
I Inlet Piping 2.5 In
Your Bead Loss: 73-59 Ft
Discharge Piping: 2.5 In
Maximum Flow Rate
at Maximum RPM: 99.46 GaUMIn
Ensure the drain cover max flow rating is not
',. exceeded.
'..., Head Loss at
Maximum Flow Rate: 73.59 Ft
System Hand Pressure
Cl
150
125
-100 .._ _.
2
I 75
50
25 In1eiMFb Vanable S eed, yS*SVRS, VFor VSF - 3450 rpm
$ i Clean System
j Desired Operation cant
O 50 1100 it
Volumetric Flow Rate PM
Selected Components
COMPOIRIDWS
nea0lnssrt
Wlm OnanElY e.W O789
T x233rry valve 3
in
Cba,aaelGu 1 64B
uar.nP + ssss
Piping
a. elsnAaa9z XaE Loss al
Nvnv Qnn111Y ai ^ et eGaatin
aaary nOtw. 6 13 80'
T lhv f 0 3 a.
Pumps
Nmnr an.et'
MmpbY "apY S} t.VS.SJRS.Vr 1
VSF
*�PEWMIR
TDH CALCULATOR
Pool Information
PBG-MTHORPE•LOW SPEED
Pool Volume:
12362 Gal Total Piping Lengths:
Turn Over Time:
5.50 Hire Inlet Side: 86 Ft
Suction Lift'
2 Ft Discharge Side: 94 Ft
Maximum Pipe Velocity
Allowed: Piping Sizes:
(consult Your local code)
Inlet Piping: 2-445 In
Inlet Piping:
8 FUSec Discharge Piping: 2.4451n
Discharge Piping:
8 Ft/Sec Piping Head Loss at 37.46 Gal/Min:
(not lncudmg fittings or valves)
Inlet Piping: 0-86 Ft
Discharge piping: 0-94 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
Warns with a single body of water.
Results: Your TDH
Calculation
Required Minimum Pipe Sizes:
Flow Rate:
37.46 Gal/Min Inlet Piping: 1.5 In
Your Head Loss:
1727 Ft Discharge Piping: 1.5 In
Maximum Flow Rate
at Maximum RPM:
99.46 Gal/Min
Ensure the drain cover max
flow rating is not
exceeded.
Head Loss at
Maximum Flow Rate:
73.59 Pt
System Head Pressure Curve
30
25
.. _.._
20915
0
z sa4
x
�
Iw r.
t
¢�
IntelliFlo V®,r�bie «N"�-_, ,SVRS, VF, or VSF - tl}00 rpm
i
Clean Systel�4`"""" 1
ff
.i`Desired Operation Point
O
O. 'rQ
20 30 40 50
Volumetric -Flow Rate (GPM)
Selected
�Components
/.
m•PO~•~.F
SaJbcsffi
Irmr
au.NNy nacmtn
z.zs3.myvawn
n e4e
M:la�
1 n4l1
oInTaivomr
nrmlm u
1 oe1 nzs
Piping
IMM
OlccEarq llea0lossy
nanp plsiay
q®4q 3iK6e6n
gpygyaeeppw 6
Tce � 0
13 132
3 015
Pumps
ItWNN
lam.
M1teAiFb Vanml i�aE, VB.SYAS. VF.
1
VSF
SO" TIME s Wil" HIGH x 36" DRPTH CLEAN WORKING SPACE IN
FRONT OF ANY PAM BOARD PER 110.261 110.26(2)
AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC CODE
JUM.11�N1
a(�
'� P00L OEM(
DISCO
Iffa
POOL an N/S.i. ,g
O
POOL DEC
N.EC./rn(mIn
I' PVC CONDINr ....x:,.�
WATER PPODF C1`1
MUSE NOI BE ipAE
y.jt2 N
IWN ME FM POOL
lir colNLrr
ELIDE AND NOR
NIIWi 6' a POOL EDGE
�BWm
TO18 EOP
N.R.C. 2017 SEC. 680.22(a)
118 SOLID COPPER
..
NNE TO CMND
ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL WORE SHALL
CONFORM TO N.B.C. 2017 SEC. 680
WPENIrAIR
TDH CALCULATOR
Pool Information PBG-SCULTHORPE-SPA
Flow Rate: 95 GPM Total Piping Lengths: '..
Suction Lift: 2 Ft Inlet Side: 48 Ft
Discharge Side: 52 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 95.00 Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 2.70 Ft
Discharge Piping: 2.93 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: 95.00 Gat(Min Inlet Piping: 2.5 In
Your Head Loss: 19.84 Ft Discharge Piping: 2.5 In
Maximum Flow Rate
at Maximum RPM: 96.00 Gal/Min
Ensure the drain cover max Row rating is not
exceeded
Head Lose at
I Maximum Flow Rate: 19.84 Ft
System Head Pressure Curve.
35
_. __ __..._. _..... ,.. _._.... _..
30
25
4 y
10
a
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' Clean System
Desired Operation Point
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Piping
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Pumps
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NINE WNE LIM
APPROVED CLAMPS
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EQUD?OTRIMAL BONDING DETAIL
PER FLORMA BUILUING CODE ADAPTIOt!
OF THE N.E.C. 2017 SEC. 680.26
, Iaa me
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
DESIGNED FOR:
POOLS BY GREG
SCULTHORPE RESIDENCE
19 MAJESTIC WAY
FC PIERCE, FL
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***ELECTRIC NOT INCL ED***
PREPARED BY: $HAS ':
STELAE HORST
DRAFTING &
DESIGN SERVICES /�"�
(772)201.7846 hDrstAeve@yahoo.com