HomeMy WebLinkAboutPOOL PLANSFILE � COPY _
POOLS BY GREG, INC. WANTS YOU TO KNOW: A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR PAREN IAL SUPERVISION. NO / `�
CHILD SHOULD BE LEFT UNATTENDED. PARENTS SHOULD KNOW THAT ADULT SUPERVISION IS THE ONLY WAY TO PREVENT AN 0 �� i T t�. � (}� D J/� L 1'�nl �� i� � ow)1 A, L
ACCIDENT. THEY SHOULD MAINTAIN CONSTANT EYE CONTACT WITH THE CHILDREN WHENEVER THEY ARE NEAR; OR COULD n ,rr
GET NEAR ANY BODY OF WATER. UNFORTUNATELY, MOST ACCIDENTS OCCUR WHEN THERE IS A LAPSE IN SUPERVISION EVEN 6(/ d It} ij6� /A! Ifh4 f Al � 96-hL
FOR A SMALL TIME. NEVERTHELESS, PARENTS SHOULD BE AWARE THAT ANYBODY 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 TO THE DIFFERENCE OF THESE PRODUCTS.
CN.f-b &Attaigc
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PLAN DATA:
POOL
S.F. ZqF
L.F. 79
PATIO b 6 S.F.
SPA S.F- L.F.
COMMENTS
Jid "fa%9
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- `Y$'' SafAE2'DA.SCEtY( `"
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POOL SPECIFICATIONS
REVIEWED FOR
-
MAXWIDTH �3 ���( MAX.LENGTH
_
CODE COMPLIANCE
_
-
_
MIN.DEPrTHH - �('bu IJIAX. DEPTH
SHAPE fL-�['?R7>4 _
-
- ST. LUCIE COUNTY.
-
ELEVATION-
DIRT FROM EXCAVATION:HAUI. 144-_
BOCC �
•
-
LEAVE LEAVE & SPREAD _
.90'tg�T P'✓L PAT:o _
„H6i9O.9ZaO
-
_
LEAVE -MOVE -THEN SPREAD _ J
C-A,E4:2NYNy(�' m.� -
CO - •00'Sgi ra rf,..,• fnArc,�, o -
\m
-
EXTRA FILL OMPACTIOI
"+a 9�-'-P•.Y- fr 0 -
\,-• -
0
-
JOB ENTRANCE ZL.-�E9`
,c.
B i'SO
TILE INT FINISH
f9 No:
p
STEP TILE
-
FILTER �t e IS�D PumpllV r-QLlFoQ -
*
'n
L
--
3. _
••• � gG•_r�•-�°
MOTOR H.P �-�-�dSV TIMEE CLOCK /c%L_
1
.1 BOX
��� ,oTc 4'0s r n'vt - ,fib•6t -
LIGHT- GG'DfS TRANSFORMER
04
' CL
/
MAIN DRAIN (SKIMMER ___1L&L
uw °
INLETS THERAPY..`
0 ry
m
SWIM RLADDER !) EDd �" j.L£_-_'L
n�o
/
HANDRAIL
s•o"'
ti
DIVE BD !>y SLIDE
rx N7
• 101.
O
—
HEATER _4 i --//D TANK 'YEA
w
-
VAC. HEAD A'1 _ VAC. HOSE N14
N ,-
9`
VAC. POLE IW c(_ — BRUSH A%.
9p I9m1 w
�;
LEAF SKIM'TEST KIT ✓AIGL.-
ti
rrMER
CHLORINATOR -tPN�el13u (FILL LINEvog�%L7
b
OVERFLOW LINE POOL CLEANEWSTUBB f/L/-
ro
110
Y m n •01 '� -
-
TREE REMOVAL (STUMP REMOVAL AIIA
J � y
WATER & ELECTRIC SUPPLY Off�f�f -
BACK WASH LINE
SCREEN ENCLOSURE FOOTERS SfECL
- - -
-
ELECTRICAL HOOKUP 4
.tvetovay 1( �dSb
(s3'UVA
PATO IFC.o �/� �,
'r COLOR
aA A/a)
Q '7)1fY7 -
11��,,JJi TZ
EXfSTtNG PATIQ /�Ei7?21l/F'TERMITE �L'�-
- $Ob7d
ff
PLANTERS
DECK-O-DRAIN /2�CL FT -
,.
APPROX GALLONS -_
(
PUMP G.PM.
APPROX. TURNOVER TIME MIN,
- CUT 3 CAP�SPRINKI.ERS '✓ E%�... --- - - --
SAFETY FENCE COLOR A,_'AC'rL
- SOLAR BY !" A _
YES NO
MIN. SETBACK REQ. BRICK _
FRONT -
SIDES 2X6
CNRSI ES 6X6
REAR
ZNG. }`�� /s �o�
SHEET TILE
n
_ TECH.imiz
OVERPOUR
t7
c rn
�
MOSAICS ✓
rn
Ili
OWNERS HEREBY ASSUME MID AGREE TO THE PROVISIONS
OF THE CONTRACT FOR POOL CONSTRUCT= AND APPROVE
''�`�.......
-i ` it (�
THESE PLANS WHICH ARE MADE A PART OF THAT COWMCr.
.a 997- 1'7 g
HOMEOWNERS ASSOCIA770AF REOUIREMENTS AND
RULES FOR POOLS
32l-23�¢
APPROVAL SHALL BE THE RESPONSIBILITY OF THE
SjC�-
-
OWNER,
R 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
-
WATCHING THE CHILDREN.
-
■ 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.
IR- DO NOT ALLOW A YOUNG CHILD IN THE POOL WITHOUT AN ADULT.
X DO NOT CONSIDER YOUNG CHILDREN TO BE DROWN -PROOF BECAUSE THEY
POOLS
�, I l I I I I I I I t HAVE HAD SWIMMING LESSONS OR ARE WEARING A LIFE JACKET.
0 O ,, N LEARN CPR (CARDIOPULMONARY RESUSCITATION) BABY-SITTERS AND OTHER /
\ �� �pN. \•..E'N 3 �cF CARETAKERS. SUCH AS GRANDPARENTS AND OTHER SIBLINGS. SHOULD ALSO / ��
R . p KNOW CPR.
. N ■ KEEP RESCUE EOUIPMENT BY THE POOL. BE SURE A TELEPHONE IS POOL SIDE -
* •,* : WITH EMERGENCY NUMBERS POSTED NEARBY. - C
- No. 68212 _ q f REMOVE TOYS FROM IN AND AROUND THE POOL WHEN IT IS NOT IN USE. TOYS -
���s L�@(% CAN ATTRACT YOUNG CHILDREN TO THE POOL
_ * _ it NEVER PROP OPEN THE GATE TO A POOL
�� INC
NO RUNNING, PUSHING. WRESTLING OR DISTURBANCE IN THE POOL AREA. NO
,• �0STATE O F : ��� CHEWING GUM PERMITTED IN THE POOL AREA (RED CROSS SAFETY
O R D P• • .` SUGGESTION FOR THE PREVENTION OF CHOKING).
" ` - ! DON'T LET LONG HAIR GET NEAR A POOL OUTLET. THE SUCTION CAN CAUSE pN(�•�'
LHAIR OR BODY ENTRAPMENT AND DROWNING,
O IB ',( _ it HAVE A FIRSTAID KIT AT POOL SIDE SWIMMING POOL IFOR:
R NEVER SWIM ALONE.
M. Randall Rod' ers, P.E. N NO JUMPING OR DIVING IN THE SHALLOW AREA OF THE POOL
i DON'T ALLOW CHILDREN TO PLAY AS THOUGH THEY ARE DROWNING - A FALSE
FL Lic. No. 68212 ALARM MIGHT DELAY A RESCUE IN THE EVENT OF A REAL EMERGENCY. y ( �
1801 Hazelwood Drive U WHEN DIVING, ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENDED FIRMLY 7 l 3 `Y �l 11 G K� bklslE
OVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD.
Fort Pierce, FL 34982 DIVING INTO SHALLOW WATER CAN RESULT IN CERVICAL SPINE INJURIES e 3
PH: 772 201-1634 CAUSING PERMANENT PARALYSIS, NEVER DIVE INTO AN ABOVE -GROUND POOL !
M AVOID THE USE OF ALCOHOL OR OTHER DRUGS AROUND WATER. CPO 1458338
801E: POINT
PLUG
GRADE &
Y.' PER FTC-►
WULPaurTACH AUXFRD.
PUMP (2) #3 REBAR OR ( t." 'IEii1/E®
LINE @ATTEMPT AUx. POOL
GEI&MIXOR CAP TILE
APPaaw1E ;.. . M, :.: � i_
LINE wHFN EMPmNG POOL
FC
6"x6' TILE (1) #5 REBAR COMPLIA � ''E
—Pool construction complies with FBC 2017, ANSI-7 ANSI-15 GRATE SHALL 4'oo�FlBER MIX • ti ICIE COIJ['
—Water Velocity —Max 8ft sec as per FBC 2017—R4501.6.3 BE SECURED ININTERIORSH POOLS
i� B^^^
Y � P PLACE SO FINISH qi(z' ryp. WALL-3,000 PSI GUNNE /,.. _V1 w.JVtm
—Pool Barrier to comply with Section R4501.17-6th edition FBC THAT T0°� 8,t
ARE REQUIRED
—Skimmers comply with FBC 2017—R4501.21.2 FOR REMOVAL STEEL-TEX FORM
—Soil bearing capacity assumed 2,000psi @95% compaction 6' M. FLOOR OR KRAFT WALL /u+�
—Equipment Foundation 3'x7' cone. slab min 3.5" thick pour in TRENCH DRAIN 3,000 PSI 13 0 12' Q.c.B.w. q>>
GUNITE - NOTE: FOR DEPTHS U I
place or approved Hurricane Rated precast equipment pads ,:' . GREATER THAN s' ADD UG
���
—Water Heating equipment to comRlly with FBC 2017—R4501 TREED - ; ::'{ ` (1)I3 COVE BAR O.C.
l� ZINC
GRAVEL BE TO PUMP - -
TYP. WALL SECTION WELL POINT FOOTERDETAIL DSCALE) SCALE)
#8 COPPER
TO GRID
SUN
WHEN PROVIIDED HEATER DECKDECK ROW OF WATERLINE TILE
PRESSURE GAUGES INSTALLED ON FILTER
SHALL BE AT 20* MAX cHLomural
FILTER PUMP FOR FINAL INSPECTION wnTUDLRIe
LOW TH HORIZONTAL INSTALL PUMP W/ MR ffi 4 -0 , „
ATERLINE LINT STRAINER 1 MAX 6-0 LNxif $f{gLj
TUPo s 7 t NOT
#3 STEEL 0 12' O/C E.W. $1Q&E
....3 6' THICK 08FdTER
18 COPPER HEATER FLOOR SLOPES THAN 11
FLOOR SIDPE SFwl a 18' TO GRID BY-PASS IV�M� REASawaY uuraa xm
COMPLY THIN AnICIES s6.1 mr rer M EqW
N VERTICAL INSTALL S'-9" » THE gALUAI Dm"
Vacuum (In Hg) X 1.13 Pressure (P51) X 2.31 TOwuax THEanP a wwi
Feet Of Head Feet Of Head NOT FXCEEa t Dan w 7 rmr
PoolBond PB-2008 W
Install in Plumbing T at least 3" Below eoD1a cLAN6 uaE 4 —0
Vacuum Head +Pressure Head Water level in Return Piping.lnstall
= Total Dynamic Head in sprinkler box for easy access
26'-0"
SWIMOUTS WATER BOND DETAILS FOR PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NO SEA
NICHLESS LIGHT SYSTEM (NO SCALE)
CUSTOM MOLDED PRODUCTS INC.
HYDRO -STATIC RELIEF SINGLE CHANNEL DUAL ourlET CMP 25506-32X VGB Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
DEVICE INSTALLED IN PER FRC4501.8s COMPLIANT 32" CHANNEL DRAIN 1. Calculate Pool Volume: --- ft_x 7.48(gal/Ft) _ ---- gal PUMP
32.5"
D 1'
ELL COMPLIANT rnnH (Surface Area) (Average Depth) (Volume in gallons)
2D17 FLORIDA BUILDING CODE 2. Determine Flow Rate: XXX = _
gal / XXX XXX + XXX XXX
LISTED To ASME/ANSI An21sa (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
RAIN Determine Pipe Sizes:
Trunk Piping to be 25 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
32' CHANNEL DRAIN AND SUMP . - Return Piping to be�inch to keep velocity ® 8 fps max. of 177
25506-320-000 2.5 P 9 P tY P gpm Maximum System Flow Rate.
-THREE 2' SOCKET x 2.5' SPIGOT PORTS Main Drain Cover( SEE ABOVE ) System Flow Rate must not exceed approved cover flow rate.
o 03MLs(v *DEBRIS GUARD INCLUDED (Make and Model) See Engineering Page for Drain Configuration
*38.79in? OPEN AREA
*IAMPO LISTED ROW RATES
%-[= *WHITE PVC BODY
MAIN DRAIN *COVER GOES OVER BODY TO GIVE FINISHED LOOK TO DUMB
The maximum flow rating for this suction fitting with the center port plugged and outer ports
open is 308 GPM (floor) and 212 GPM (wail) when using 25' plumbing and 269 GPM (floor)
and 192 GPM (wall) when using 2' Plumbing. The maximum Lbw rating for this suction
POOL DETAIL fitting with the outer ports plugged and the center port open is 2DO GPM (floor) and 168 GPM
(NO SCALE) (wall) when using 2.5' plumbing and 1a4 GPM (Roar) and 176 GPM (wall) when using 2' plumbing.
OUTSIDE ANGLE OF RPOSE RNSFO CONCRETE
6' AND Fi1Ri O - V TH-
Pipe Size
6 fps
8fps
1'
16 gpn 0,14'
21 gpm 0.23'
1.5'
37 gpm 0.08'
50 gpm 0.14'
2'
62 gpm 0.06'
82 con 0.10'
2.5'
88 gpn 0.05'
17 gpm 0.09
3'
136 gpm 0.04'
181
4'
234 gpm 0.03'
313 gpm 0,05'
6'
534 9pn 0,02'
712 gpn 0,03'
WAILS W/p BEN 012 O.C. EACH WAY ExPosm g TOPPm RETURN TO POOL
3' TO 6' - 6' THICK WALLS W/13 REBAR 012' O.C. EACH WAY
0' TO 3' - 8' THICK WALLS W/13 REBAR 012" O.C. FACH WAY THREE-WAY
WATER TO SHEER VALVE Pum Modes PENTAIR INTELLIFLO VS3050 H P. 3
DESCENT P
B ft. Total H.P.=H.Pxsev1wfs W. I H.p. amine must be2speedavareblespeed
6 e. Filter Make PENTAIR C&C Size 150
3 H. a Filter min. area based on 6hr. tummcerfow rate pad gat./360 min. =Row Rate
::rrz Divide G.P.M. by Cartridge =.375 a Bud =15 a D.E. = 2
""'° Time Controller make ON PUMP Model ------
FILTER ------
Controls moat operate a mumsm d two speeds.
J: J• J: The has ovenide is natiomoeedmenannat a a24 hrs whichever Ls less
J J J EXISTING GRADE
ir. OR V TO 4,
SLOPE
h�
O
(1) #5 REBAR POOL PERIMETER Determine Pipe Sizes: HYDROS
Ok OR (2) #3 REBAR SUCTION FROM POOL - - Trunk Piping to be 2.5 -inch to keep velocity 0 8 fps max. o�gpm Maximum System Flow Rote.
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: Return Piping to be15 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rote.
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE Main Drain Cove SEE ABOVE System Flow Rate must not exceed
• Qe� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT it ) ys approved cover flow rate.
* NO UNDERMINING COMPACTION TEST OF THE OB4g FILLEDEDMATI�AREYPRROVIDED RAISED AREA ELEV. & GRADE TYPICAL SHEER DESCENT DETAIL (Make and Model) See Engineering Page for Drain Configuration
PRIOR TO THE POURING OF THE PATIO (ND SCALE) (NO
POOL PATIO
MISC. NOTES WATER LEVEL "'`: "' � �' `i� %.'�: '{^:: •': '.FL12
,y.,..1. ALL STFPS AND SWIMOLR BENCH{ EDGES ''t::WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY2. W OW TO BE INSTALLED IRE WHERE VAC FROM
DECK RAISED t6' ABOVE POOLn`•_
POWER SUPPLY
F
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 gpn 0.06'
82 m 0.10'
2.5'
88 gpm 0.05'
17 gpm 0.09
3'
136 gpm 0.04'
18 gp . 7:
4'
234 gpm 0.03'
313 gpm OA5t
6'
534 gpm 0.02'
712 gpm MO
NDALL c E p s
.N
No. 68 2 U RANDAI Pk5il:OERB, P.E.
FLLicetiseN&2T2
1st' MIN : ,.
_ SIZE AS DETERMINED
z "' x BY LICENSED ELECTRICIAN
1801 Hi6lwaedDrive
+e*•.
UNDERWATER •j'3
EIGHT..f:-
•
STATE F�1-164UN 6 2019
�<
,.
Y•
PVC
DESIGNED FOR: �•,�
o R o �•
sS�O
z
• • ``
POOL FINISH CONDUIT
AI If
�•
STEP DETAILS
> t
L
POOLS BY GREG
t. TREAD IS MIN OF 10' WIDE
2. RISER NOT GREATER THAN 12" EXCEPT IF
�.• SCHEDULE 40 PVC SLEEVE
••:' =
WILKES RESIDENCE
ELECTRIC AOT INCLUDED***
MORE THAN (3) TREADS ARE USED
•^�.';, NO BONDING
OR GROUND
5734 PLACE LAKE DRIVE
PRFPARID BY.,
SHEET:;3
3. ALL STEPS TO BE SOLID WWI 3000 P.S.I.
..
REQUIRED
FT PIERCE,
STEVE HORST
2 /
STEPS
NICHLESS UNDERWATER LIGHT DETAIL
DRAFIIlVG&
F,(
(NO SCALE)
DESIGN SERVICES
(NO SCALE)
(772)201-1846 hont.steve@yahoo.cam
3
TDH CALCULATOR
formation PBG-WILKES-HIGHSPEED
Flow Rate: 98-92 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 62 Ft
Discharge Side: 74 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your boa] wdej
Inlet Piping: 2.445 In
Branch Piping: 6 FVSec
Discharge Piping: 2A45 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 FVSec
Piping Hood Loss at 96.92 Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 3.62 Ft
Discharge Piping: 4.32 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: 96.92 Gal/Min Branch Piping: 3.0 In
Your Head Loss: 74.76 Ft Inlet Piping: 2.5 In
Discharge Piping: 2.5 In
96.92 Gal/Min
3x flow raring is not
oxcoode<i.
Head Loss at
Maximum Flow Rate: 74-76 Ft
System Head Pressure Curve
, i)
125
p 100
0
75
50
25
0
0 50 I00
Selected Components
Components
O.T'
xaw wvr
OB.92Ca19,Yn
Msm
IIIZI
1
252
3IC-31
]5.3
1"f wy rdm
6
1110
Rfin Cecil
1
IBS
Lbn pM Cka,
1
614
Upatv,q
1
319
Piping
I,tiH Giac6mye
x[aa LossM
Nave
Ownliry Quendty
%92 GOIIMin
%deWee won
- l0
6e5
aitlegree eeow
o
um
TeelMwd�
0 a
6flF
Pumps
Nina
OwdR
In1 %Va,iapk £peed V9•SYA3,VF
1
oe VSF
un�sssemmsaiiaaed.
12� urkY orrepitM,etlttxNrarW dMam IMF
ngrc ro enaepe spea«rwnms adnow ptMa �Nxa.
unnenl arc M ue] b ilvAi'tK en NiliaMM N
Arc. ilw.v nenms mMdamM maY�Ns
ro wpWuc6 era eawtes. PCMdY /e"ervea �M1P
TDH CALCULATOR
Pool information PBG-WILKES-LOW SPEED
Pool Volume: 11212 Gel
Total Piping Lengths:
Turn Over Time: 5.00 His
Inlet Side: 62 Ft
Suction Lift: 2 Ft
Discharge Side: 74 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your 1.1 code)
Inlet Piping: 2.44.5 In
Branch Piping: 6 Fttsec
Discharge Piping: 2A45 In
Inlet Piping: 8 FVSec
Piping Hood Loss at 37.37 Gai/Mir-.
Discharge Piping: 8 FVSec
(not incuding fittings or valves)
Inlet Piping: 0.62 Ft
Discharge Piping: 0-74 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 Sam,.
Flow Rate: 37.37 Gal/Min
Branch Piping: 2.0 In
Your Head Loss: 17.60 Ft
Inlet Piping: 1,5 In
M::
Discharge Piping: 1,5 In
._ ,6.92 Gal/Min
cnsv-now rating is not
exce,
Head Loss at
Maximum Flow Rate: 74.76 Ft
aystom Hood Pressure Curve
0 20
x
0
0
0 10 20 30 40 50
Volumetric Flow Rate (GPM)
r>>i Z tiITIic7
TDH CALCULATOR REVIEWED
CODE COMPLIAI
ST. LUCIE COUPBOCC
Pool Information PBG-WILKES-HYDROS
Flow Rate: 9822 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 62 Ft
Discharge Side: 44 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 2445 In
Branch Piping: 6 FVSec
Discharge Piping: 2-445 In
Inlet Piping: 8 Ft/Sec
Discharge Piping: 8 FVSec
Piping Head Loss at 98.22 Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 3.71 Ft
Discharge Piping: 2.63 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:
98.22 Gal/Min
Branch Piping:
3.0 In
Your Head Lose:
74.14 Ft
Inlet Piping:
2.5 In
Maximum Flow Rate
Discharge Piping:
2.5 In
at Maximum RPM:
98.22 Gal/Min
.=^scare the drain cower max flow rating is not
cxcecdedr
Head Loss at
Maximum Flow Rate-
74.14 Ft
150
125
�Ioo
75
50
25
System Head Pressure Curve
IntelliFlo Variable Speed, VS+SVRS, VF, or VSF - 3450 rpm
Clean System
Desired Operation Point
50 100
$e[eaterT Ccvnponeni5
Selected Components
Components
w.a Bass m
GOmPoilems
N. m n3]G0w
Had lussaz
IC-d1 1 053
1
Naes
"M
Q,wIXy 9033 O258
7.2W
P.]Y3way nlw S 0T
INMiC63"M
f '15P
Mylpsi 1 Ott
YM 2S'3MyvW®
6 110i
CI�aM Gmr 1 09
RIM MIv
1 ,
IlleaTmq 1 10.25
ClviyM Sqy
1 631
lMlreTe,q
1 9503
Piping
Nuee ee=Nase xma essm
Piping
Npro CuaMy CunOy 3127*Mea
Mkt
Yixemtge Headwsszt
BO ae®ee eEaw 7 13 im
Name pantiry
p,antily 9833aa
aS MOme waw 0 n DOG
%8ag,e M. 7
12 7.85
TeeTNp 0 3 0.15
45de0meH 0
0 ow
TMT,rouph 0
3 OP6
Pumps
Name owesry
Pumps
IiOeIYFlo VaMNe Speed, V5e5Vli5. VF. 1
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ELECTRICAL EQUIPMENT MIRING, GROUNDING AND INSTALLATION MUST
CONFORM TO THE 2017 N.S.C. AND APPLICABLE LOCAL CODES
30" WIDE z e•6a HIGH z 36" DEPTH CLEAR MOBBING SPACE IN
FRONT OF ANY PANEL BOARD PER 110.28(A), 110.26(2)
AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC CODS
Main PROOF Gel
NDSI NOT BE MORE
6' a
EDW AN Finn POOLPOOLNOR
at
MIDN'I s• wa ONCE
N.S.C. 2017 SEC. 680.2
OPIKKUL 20 LGHT
duReDEM-mz(S)
Ra Or B'
cow POOL DECK
I' we CONCUR
- 3-t12 R
112' CamINE
-18 Sam COPPm WIRE
M E%NNOTERW BOND
18 Sam COPPER
MIRE TO MORRO
ELECTRICAL DETAIL
NOTE: ALL 6IECTRICAL MORE SHAH,
CONFORM TO N.9.C. 2017 SEC. 680
STADME99 STEEL
(SAMSHANDBALL33OFOR
LADDER)
ANCHOR WIN
18 S CSrPM
BOND MIRE M
RPPROYID CLWPS
l8 SOW COPPER
BONG MIRE WPH
APPRQ,kD CWRi
LIGHT MCHE
1-tB SaID avlE COPPER
18eMIN-24eMAX Caen. PmINEIER eam
I O
�Cl
4•
caws TO BElOW
1-18 SOLID WE "PER
BOND MIRE MIN APPRWED
r1ANPs a (4) SIDES Or
LADE POOLS BOND TO
M SIEEFI
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTION
OF THE N.E.C. 2017 SRC. 880.26
NOALL R0�r/.
�•� �• �tCEIV,
*: KRANtlA
No. 68212 FLUm
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