HomeMy WebLinkAboutPOOL PAPERWORKGOODWIN RESIDENCE
POOL Sr
�GREG,
INC.
FILE COPY _�
VIEWED FOVI
E
CODE C CIE COUNTy
St. LU SOCC
SCREEN ENCLOSURE THE PORCH FACTORY
POOL AND SPA THE BE CENTEk%Er) GA HOUSE
REVIEWED FOR
CODE COMPLIANT
ST. LUCIE COUNT
BOCC
FILE COPY
DECK SQFT: 815 �� _
SPA RAISED 12" AIR SWITCH /7--
ABOVE DECK 1
SPA
SPLIT LEVEL SPA i
$ BENCH 18" / 21" /
NICHELESS SPA LED + 12"
WATERLINE TILE:GG8M2348B18
STEP TILE: GG8M2348B18
FLO-CRETE: BOMBAY
EXPANSION JOINTS: WHITE
INTERIOR FINISH: SKY BLUE
CHILD BARRIER:BLACK ON BLACK
SPA MAIN DRAIN
DEPTH 3' 6"
EDGE TILE
DEC-O-DRAIN
REMOVE EXISTING
CONCRETE
M
-3'
EDGE TILE
48" SPILLWAY
NICHELESS POOL LED
10
MAIN DRAIN
-12"
DEPTH 6'
111
2.511
SPA RETURN LINE 2.5"
REMOTE
EQUIPMENT
STAND
0
L�
SPA MAIN DRAIN LINE 2.5"
RETURN LINE 2.5"
SKIMMER LINE 2"
MAIN DRAIN LINE 2.5"
VACUUM LINE 2"
MAX WIDTH: 14' MAX LENGTH: 28'
DEPTH: 3' 6" TO 6' PERIMETER: 84'
SHAPE: RECTANGLE SQUARE FEET: 392
DIRT FROM EXCAVATION: LEAVE AND SPREAD
LEAVE: NO LEAVE & SPREAD: YES
LEAVE -MOVE -THEN SPREAD NO
EXTRA FILL & COMPACTION NO
JOB ENTRANCE: THROUGH GATE ON LEFT SIDE OF HOUSE
6 X 6 TILE: GG8M2348B18 INT FINISH: SKY BLUE
STEP TILE: GG82348B18 ON STEPS
FILTER: CLEAN & CLEAR 150 PUMP: INTELLIFLO VSF
MOTOR H.P. 3 HP MAX TIME CLOCK: IN PUMP
CHLORINATOR: ICHLOR -30
LIGHTS 2 POOL 1SPA GLOBRITES TRANSFORMERS 2
POOL CLEANER: DORADO VAC LINE 1
MAIN DRAIN: 32" CHANNEL SKIMMERS: 1
RETURNS: 4 SWIMOUT OR LADDER: SWIMOUT
HANDRAIL: NONE
FILL LINE: NONE OVERFLOW LINE: NONE
SPA SPECS: 5' X 7' RECTANGLE RAISED V ABOVE POOL DECK
SPA PUMP 2HP SUPERFLO SLIDE: NONE
HEATER: ULTRATEMP 120C TANK: N/A
VAC. HEAD: N/A VAC. HOSE 1
VAC POLE: 1 BRUSH: 1
LEAF SKIMMER: 1 TEST KIT: 1
OVERFLOW LINE: NONE FILL LINE: NONE
TREE REMOVAL: NONE STUMP REMOVAL: NONE
WATER & ELECTRICAL SUPPLY: REAR OF HOUSE
ELECTRICAL HOOKUP: PAYUK RIGHT SIDE OF HOME
BACKWASH LINE: STD BLUE FLAT LINE
PATIO: 815 SQFT FLO-CRETE COLOR: BOMBAY
EXISTING PATIO: REMOVE 69 SQFT TERMITE: STD
DEC-O-DRAIN: WHITE FOOTERS: STD
PL.':NTERS: M01E OVERPOUR: `.ES
SCREEN ENCLOSURE: NONE
SAFETY FENCE COLOR: NONE
CUT & CAP SPRINKLERS: NONE
APPROX GALLONS: 13,250
PUMP G.P.M. SEE ATTACHED
SOLAR BY: NONE
YES NO
6" X 6" X
SHEET TILE _X_
OVERPOUR —X_
MOSAICS X_
-6„ P� CROpG�
EN Designer: ROBERT WOOD
L12 _ PE 68212 m : Address: 8886 S FEDERAL HWY
City: PORT ST LUCIE FL 34982
' TE Phone: 772-337-9713 ext20
Cell: 772-631-3948
0"
M. R��Hd;�jl� i Qc(g', P.E. Email: robertbwood@att.net
FL Lic. No. 68212 License #: CPC 1458338
1801 Hazelwood Drive
Fort Pierce, FL 34982
PH: (772) 201-1634
CLIENT INFORMATION
CLIENT SCANNED
POOR ALARMS TO CODE APPROVAL Name: ASHLEY GOODWIN BY
I have reviewed and I give my approval to proceed with the construction of this project. Lucie OU11
\ Address: 7201 SHANAS TRAIL
tv
--- x City: PORT ST LUCIE FL 34952
Cell: 954-410-5413 0_2 - n / p
\ - Customer Date
i
�, Email: agoodwincontractors@gmaiLcom
Y' PER Fr. MIN SLOPE
WELL LP REMOVE GRATE & —�
POINT A FROM MN POUR OR CAR TILE
DRAIN ATTACH
ACH AUX, PUMP WHERE APPLICABLE • . '`.,9',A''''
LINE WHEN EMPTYING POOL ,, ,•lL�; ;:,:; ;; �'.; ..` .. -, a
6"x6" TILE (2) #3 REBAR OR
GRATE SHALL 4" SLAB
BE SECURED IN INTERIOR 2500 FIBER MIX (1) #5 REBAR PLOOS
—Pool construction complies with FBC 2017 ANSI—? ANSI-15 PLACE SO FINISH 41 TYP. WALL-3,000 PSI GUNITE
S)
—Water Velocity —Max 8ft sec as per FBC 2017—R4501.6.3 THAT TOOLS
p ARE REQUIRED r_
—Pool Barrier to Comply with Section R4501 17-6th edition FBC FOR REMOVAL STEEL-TEX FORM /"��
OR KRAFT WALL M
—Skimmers comply with FBC 2017—R4501.21.2 6" TYP. FLOOR '! � W. 8" i
—Soil bearingcapacity assumed 2.000 si @95% corn action TRENCH DRAIN GUNITE
PSI #3 ® 12" O.C.B.S
- p y p p GUNITE NOTE: FOR DEPTHS
—Equipment Foundation 3'x7' cone slab min 3.5" thick pour In r! GREATER THAN 6' ADDE� jN0
place or approved Hurricane Rated precast equipment pads TREADED .k , :: (1)#3 COVE BAR ®6' O.C. Q'r (,_ ,
—Water Heating equipment to comply with FBC 2017—R4501 U
GRAVEL BE TO PUMP -
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(NO SCALE)
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCA )
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
I
Vacuum (In Hg) X 1.13
Feet Of Head
i
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED
WATER TABLE IN SHELL
TRENCH DRAIN
.5" POOL
,.5" SPA
MAIN DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4' THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
3' TO 6' - 6" THICK WALLS W& REBAR e12" O.C. EACH WAY
0' TO 3' - 8" THICK WALLS W/#3 REBAR 012° O.C. EACH WAY
J
3
MISC, NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
F�
� EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
P,V SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
' COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
10" MIN
'a
O , a
STEPS
(NO SCALE)
N
OVERPOUR OR CAP TILE
WHERE APPLICABLE 6"x6" TILE
6"x6" TILE '^.:1 4" SLAB
•'e'•' :' 2500 FIBER MIX
SPA BENCH 18' ,t;•
BELOW WATER LINE
GRATE SHALL {,.'`:,',':. , +^;':; •...,:•,.•..
BE SECURED IN ^i•
T PLACE SO •' •' �'• ' �'. 4Y2" TYP, WALL-3,000 PSI GUNITE
LS
If
ARE REQUIRED 6" TYP ,.:A' • "'u i
FOR REMOVAL FLOOR "'; +'::�•: "� STEEL-TEX FORM
."' a '•.f..;' OR KRAFT WALL
TRENCH DRAIN
f''..T•r.,"
#3 0 12" O.C.B.W.
GRAVEL BE TO PUMP
SPA WALL SECTION
(NO SCALE)
VENT UNE NOT TO BE
FURTHER THAN 40 FT
FROM POOL 25' MAX
WET LENGTH
DRAIN
SPA DETAIL
(NO SCALE)
POOL PATIO
WATER LEVEL
UNDERWATER '!
LIGHT '••li ^,
i FILTER
PUMP
11 TO
12 VAC FROM
POWER SUPPLY
SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
\-- 1" PVC
POOL FINISH CONDUIT
STEP DETAILS
1. TREAD IS MIN OF 10" WIDE. SCHEDULE 40 PVC SLEEVE
2. RISER NOT GREATER THAN 12' EXCEPT IF ` NO BONDING
MORE THAN (3) TREADS ARE USED �::'.�'; OR GROUND
3. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I. . REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
CHLORINATOR
HEATER 7 FILTER
PUMP W/ HAIR &
LINT STRAINER PUMP W/ HAIR &
r— LINT STRAINER
e HEATER
BY-PASS
PAD 3A3'_
DRNH CHANNEL ORp,\N CIFANEk
p0OL 3°x3'L
CNNNNF3- DftNN
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC4501,8.e COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WIT
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI AI12198
32" CHANNEL DRAIN AND SUMP
25506-320-000
"THREE 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 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 (wall) when using 2° plumbing. The maximum flow rating for this suction
filling with the outer ports plugged and the center port open is 2GO GPM (floor) and 168 GPM
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing.
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
ST, LUCIE COUNTY
DECK --\ 1 ROW OF WATERLINE TILE
WATERLINE -
WAX
8'-0"
1 #3 STEEL a 12` O/C E.W.
VEL FLOOR L�—
fi" THICK
FLOOR SLOPES
FLOOR SLOPE SHALL BE
REASONABLY UNIFORM AND
COMPLY WITH ARTICLEE 11t
TMRu ssa
THE OP OF THE BOOR FROM
THE SHALOw END wAu
TOWARDS THE DEEP AREA SHALL
NOi fxCEm f FOOT IN r FOOT
5'-8" 19'-8" 3'—[
2uo
8F 0'
TYPICAL SECTION THRU POOL
(NO SCALE)
wao
SN61.L
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(gal/Ft) _ _________gal PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: —_ XXX___ gal / --- LxX --- _--- XXX _--+---XXX --_=XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 2_5_inch to keep velocity ® 8 fps max, at_ i5gpm Maximum System Flow Rate.
Return Piping to be--2.5—inch to keep velocity 0 8 fps max. at 117—gpm Maximum System Flow Rate.
Main Drain Cover( ------ . SEE—A80VE__--) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineeling Page for Drain Configuration
Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3
Total H.P: H.P.x service factor. I H.p. or more musk be 2 speed or variable speed
Filter Make PENTAIR C&C Size 150
Fitter min. area based on 6hr, turnover flow rate pool gal.1360 min. =Flow Rate
Divide G.P.M. by Cartridge = .375 or Sand =15 or D.E. = 2
Time Controller make ON PUMP Model ------
Controls must operate a minimum of two speeds.
The hlaher soeed override is not to exceed one normal cycle or 24 his, whichever Is less
Pipe Size
6 fps
Sfps
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 m 0,10,
215'
88 gpm 0.05'
gpm 17 0,09
3'
136 gpm 0.04'
181 gpm . 7'
4'
234 gpm 0,03'
313 gpm 0,05'
6'
534 gpm 0,02'
712 gpm
Determine Pipe Sizes: HYDROS
Trunk Piping to be_ 25inch to keep velocity ® 8 fps max. at_ 1 17_gpm Maximum System Flow Rate.
Return Piping to be 2.5_inch to keep velocity 0 8 fps max. at_ 117_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 H.P.=H.P.x service factor.1 H.p. or more must be 2 speed or variable speed
Filter Make N/A Size ---
Filter min area based on 6hi turnover flow rate pool gal. 1360 min. = Flow Rate
Divide G.P.M. by Cartridge = .375 or Sand =15 or D.E. = 2
Time Controller make N/A Model ------
Controls must operate a minimum of two speeds.
The higher seed override Is not to exceed one normal cycle or 24 his whichever Is less
Pipe Size
6 fps
Bfps
1'
16 gpm 0.14'
21 gpm 0.23'
1,5'
37 gpm 0.06'
50 gpm 0.14'
2'
62 gpm 0.06'
82 m 0.10'
2.5,
88 gpm 0.05'
17 gpm 0.09
3'
136 gpm 0,04'
181 gpm A7'
4'
234 gpm 0.03'
313 gpm 0,05'
6'
534 gpm 0.02'
712 gpm 0.03'
DESIGNED FOR:
POOLS BY GREG
GOODWIN RESIDENCE
7201 SHANAS TRAIL
PORT ST LUCIE, FL
Q3� i
Lmense
_ * 1801 P162elwood Drive:
g SfT9.ltocC 34982,'
i ;P (772)201-163�4, �!V
VIV//
***ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST Y311
DRAFTING &
DESIGN SERVICES
01.7846 horst,steve@yahoo,com
4/2
TDH CALCULATOR
Pool Information PBG-GOODWIN-HIGH SPEED
Flow Rate: 98,30 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 80 Ft
Discharge Side: 134 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 2.445 In
Branch Piping: 6 FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 Ft/Sec
Discharge Piping: 8 FVSec
Piping Hand Loss at 98.30 Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 4.79 Ft
Discharge Piping: 8.03 Ft
Foradvanced pools that contain multiple suctions,
this program may be
inaccurate. Consult a hydraulics engineer.
This program is for singly pump
sytems with a single body of water.
Results: Your TDH Calculation
3ugga.ted Minimum Pipe Sizes:
Flow Rate: 98.30 Gal/Min
Branch Piping: 3.0 In
Your Head Lose: 79.57 Ft
Inlet Piping: 2.5 In
Maximum Flow Rate
Discharge Piping: 2.5 In
at Maximum RPM: 98.30 Got/Min
Ensure the drain clover max how rating Is not
exceeded.
Head Loss at
Maximum Flow Rate: 79.57 Ft
System Head Pressure Curve
1so
�'t00
S
v
50 ...
IntelliFlo Variable Speed VS+,6VRS, VF, or VSF - 3450 rpm
'.. clean system
Desired Operation Point ''..
q
0 50 100
Selected Components
Components-
""L aaa
N. 0A.Iy Naiades
a.1.1 10-Al 1 2.66
3"t26"9wMVWe J "0"
as ail I On
CZae,GW I 8.22
UIcr Roo I JS,Oi
VnNANum d LSJ
Piping
IMN Macs'. Nxtl beN
x.m. tmemxy A ... ON a40as0am
miss. Nbaw 0 19 1034
45tlepro.NMr/ 0 0 am
T. TNAah 0 5 147
Pumps
New quenON
InW4FIO VA.Mmed.y8,8VR8.VF, I
.IVW
4x PAaI ah, Mdiixv veoes,bVPeta..lne. aAkFsOr rea0eae EwTavit laff-MA,, S.Tcds Ad Ew&sled*
em iseiane-A MdMOMeme,W MPonav Wek/Pm`uq Spa,Me. enPbrMaflili&dcamp.rvea In Ih. lhEed STeM.nNwalMr
.4..ble. ciaeiepm¢Yy .W ,"nrefaW bre.d¢WIINM pM11u In.InuY O.Wadln#e ubampMam. sedm elan."Aaassw
aMwMmwNbeM9en IM awM,e plMe¢e lamHMdd'MWNdWMNWMe,PoNMtlSpa, lnc. TMYMme.0ae hA,JNIK
Dasaee.eaaaMbedemeM blMee apan,Ye.SueuM ws em amfinlroualylmp/wlrp ou,prohela entlaerviw¢, PeMehmervw IM
,,'AMmyf'AaAas..aA.1 v_. IMnvhansA.1aAAe,empd/er.
! y !
TDH CALCULATOR
Pool Information PBG-GOODWIN-LOW SPEED
Pool Volume: 13253 Gal
Total Piping Lengths:
Turn Over Time: 6.00 Hire
Inlet Side: 80 Ft
Suction Lift: 2 Ft
Discharge Side: 134 Ft
Maximum Pipe VolooltL ')owed:
Piping Sizes:
(consult your local code) �✓ ��/
Inlet Piping: 2.445 In
Branch Piping: 6 FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 Ft/Sec
Discharge Piping: 9 Ft/Sec
.81 Piping Head Loss at 36Gal/Min:
(not Incudtrrg fittinga or valves)
Inlet Piping: 0.78 Ft
Discharge Piping: 1.30 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: 36.81 Gal/Min
Branch Piping: 1.5 In
Your Head Loss: 18.31 Ft
Inlet Piping: 1.5 In
Maximum Flow Rate
Discharge Piping: 1.5 In
at Maximum RPM: 98.30 Gal/Min
,Ensure the drain cover max flow rating is not
exceeded.
Head Lose at
Maximum Flow Rate: 79.57 Ft
30
25
5 20
s
System I -pd Pressure Curve
~ Intelll Flo Variable Speed, VS+SVRS, VF, or VSF - 1600 rpm
Glean System '
Desired Operation Point j
0 10 20 30 40
Voiumetric Flow Rate (GPM)
Selected Components
Components
x.m. aaMav ie r.' min
rMnarlwlc-aa 1 .1
V i,1IV ave.ei a am
MMO,em I a.
cNeeMaea, 1 a.
U're-, 1 94a
i MM Ra- 4 as
Piping
We DlrtM1npa H,ai Weel
Nanw oA.MN Q..w Or".011.
mdyxeboe a 10 165
45Gq,n NWw a a am
T. TMagh 0 5 0.24
Pumps
Nine OaMly
INVea W.W. eM, Vs,8VR8, VF, 1
or VW
4tt(4MablMMnw#entlbpai mo"nede,Palor Mc IWaVW tviRcasir EaeyT;eh* Inte Twice, Serus %Md ev Wiew
ire NkaerAi*.c nNa, tltlimeM. dpaAsr me. Podsa Spa, j_..ri AAss. M IM ever ssa, ea,., AN,
muMHe is N'nsa ded M.Wa sAaAdid Mdas.lMl a, La u.W. as dMwneM.'c.. m M...-Ass ,
i.imeMb . . ftow,"Iedfias a sii.e ve awaf Pon armlaP dad Sp, Inc. n.-A.taians ntl,.,Nse
'a"'. ,wmpioeei.allw .'s MWpAl4s esug xnMiwuyyimpmxnpaw FlManl4,ndaWiea,. P.Mev msamaln.
npnlroaarp gesiMe6wv urawutpvw lWiur. PmmxuenepweppmtunlNMVbn,.
ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION MUST
CONFORM TO THE 2017 N.E.C. AND APPLICABLE LOCAL CODES
30" WIDE a 8 8" HIGH z SO" DEPTH CLEAR WORKING SPACE IN
FRONT OF ANY PANEL BOARD PER 110.26(A), 110.26(2)
AND 110..e,8(3) OF THE 2017 NATIONAL ELECTRCC CODE
aaavaus
SFORMEF
""'"AUNCTI�
(S)
OIO of B"
C
11MER W/S.T.
REVE POOL DECK
W
LE -SWITCH'
-'-'POOL
DEAPROVIDRa
C CONDURNUTER
rfBSOUD
PROOF C,F I.
NOT BE MOREYTHAN
72 IN.MUST
20' FROM POOL"
CMDREDGE
AND NOTWITHIN
8' OF POOL E001SOLD'COPPER
WIREZZ
EOlAPOiEMNL BONO
N.E.C. 2017 SEC. 680,A2(3
COPPER
WIRE TO GROUND
bu
FILE COPY
STAINLESS STEEL
HANDRAIL
(SAME BONDING FOR
LADDER)
TDH CALCULATOR
Pool information PBG-GOODWIN-SPA
Flow Rate: 95 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 76 Ft
Discharge Side: 80 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consul your, local code)
Inlet Piping: 2.445 In
Branch Piping: 6 FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 Ft/Sec
Discharge Piping: 8 FVSec
Piping Hand Loss at 96.00 Gal/Min:
(roe incuding fittings or valvess)
Inlet Piping: 4.28 Ft
Discharge Piping: 4.50 Ft
For advanced pools that contain multiple suctions,
this program maybe
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 Sizas:
Flow Rate: 95.00 Gal/Min
Branch Piping: 3.0 In
Your Head Loss: 25.70 Ft
Inlet Piping: 2.5 In
Maximum Flow Rate
Discharge Piping: 2.5 In
at Maximum RPM: 95.00 GaliMin
Ensure the drain cover max now rating is not
exceeded.
Head Loss at
Maximum Flow Rate: 25.70 Ft
50
40
30
20
10
0
System Head Prossuro Curve
21hp, E+, Single Speed (548025)
clean System
tZ Desired Operation Point
0
Selected Components
Components
50
Fa,r
0
Noma Haausi.
5'9we IWAON Oton IIMln
Ya20.
M.N0aa yvalve I.
3N Imh Near a 2.0
Piping
as larsdu!ge Hutl UasN
Name QArMN i a fly 95.00 OaIMN
wehpe aa" 0 1. 0,32
4scemaebe 0 a am
Tes Ti 0 7 Im
Pumps
N.m. reathy
24p. a,, aa.$e" i3rW25i 1
µPeM.rtese"Mentlb0a maaar V near, Ile IMeIF 'MMNLanxre is'n m,IMara'AlkamreeMtlseSeNo-
ArtpA"Assume.sca'aiemedJ"e. sae PA.as'e. as"NUi mean a ea. N a, U0n,eA. aaia e1
.iAre.%AbetIMkaW,ae Asnemacaa.. &so.acP.A Irae u,As IM1b, is' ne'aiss droias, MiGIMYMa
'a"Ar"nenl Oafs MeowM affia.
aaMWe'eviliaPMf--...* Seams1'AdA.AMdM. mryMIM
M1ir,.'A Mlpiaaaab ` s..Aes, pediea. e,".I ea aev auilyinyFoavp NlpM1VUMeeM»Mcse, PaM.NIeNnNe IM
IiDblm dmae Yaa'fioaddmWNNwtlINNHM4ce. PMm:MMM..IropMwme,m+ara/.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC
- ANCHOR WITH
18 SOLD COPPER
_ BOND WIRE WITH
APPROVED CLAMPS
18 MUD COPPER
BOND WIRE WT 11
APPROVED CVMPS
NICHE1-18 SOLD BARE COPPER
18"MIN-24"MAX CONT. PERIMETER BOND
N EN ae
IRE WTfH APPROVED
4" i0 r BELOW
\ Rn])[i p p
[� II
SUB -GRADE
SUB -GRADE BOND TO
r
ENTIRE EQUIPMENT ALL-INGROUNO
cc
21111M
....,.. �- MOE
� C : IMN uere,h,,,,,.,l na.,. 11I
1-18 SOLD BARE COPPER
BOND WIRE WIIN APPROVED
CLAMPS 0 (4) SIDES OF
GONE MOB BOND TO
POOL SUL
ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL WORK BRAT]
CONFORM TO N.R.C. 2017 SEC. 680
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTION
OF THE N.E.C. 2017 SEC. 680.26