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APR 2 3 2020
ST. Lucie County, perrc
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EQUIPMENT Z4 LIST
W. LIGHT :Tkw. Dy L -D
L' tua W.7RANSFCIRE ER
juNX Box
t s�t�rt�r>~RR
MAIN DRAIN
HYDAOJETS
�" fiE'fURRIS
CHLORIM
FILTER Ww*4#-j Q.S 10 TV-10Zs .
HEATEfI
SLIDE
�. DIVE BID.
HANDRAIL
STERseLADDER $SA
�ETCOMPL '
A3 _ LF D CCK-O--DRAIN
..0 � LF DRAIN FIELD
562.. SCI.FT. �"t PARO?e-trt.
1-S _ SO. FT. CAP-
7 9 Z f'L ro`-Ta,L.. GeP
-----------------
E
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03-12-2020
0•, STATE OF •���
�i'��'FCORVDP.•'����� 4W 1
�NALll ENG`.`
M. Randall Rodgers, P.F. Z -1 , =&C POOL
FL Lic. No. 68212 FOR
1801 Hazelwood Drive
Ft. Pierce, FL 34982 nuoSCAU %.fv p*AD
PH: (772) 201-1634 p or Fm F4.
HOE RUM CRATE A X"
PER MIN SLOPE -`
WELL Pam PLUG FROM AWN OWfa01M
GRIN A AOACH AUK. PUMP W DOE
LINE WHEN EMPTYING POOLM1El& N .'::•,:.;:-:.•:.• •. �.• y.: -
66° TILE GRATE SHALL SHALL * SLAB
-Pool construction complies with FBC 2017. A SI-7. ANSI-15 BE SECURED IN oHnBOR 2500 FIBER MIX
-Water Velocity -Max 8ft/sec as per FBC 201-R4501.6.3 THATTTTOOLS FINISH a>h TV. wuL-3,1b0 PSI KXR1rrE
-Pool Barrier to comply with Section R4501.1 -6th edition FBC ARE REQUIRED ("
t FOR REMOVAL 'f STEEL-TIX FORM jx
-Skimmers comply with FBC 2017-R4501.21.2 OR KRAFT WALL
-Soil bearing capacity assumed 2.000psi @95% compaction 6 TYF.
.M1.
-Equipment Foundation 3'x7' conc. slab min 3.5" thick pour In TRENCH BRAN FLOOR f. ;' N3 0 72' O.
NOTE: FOR OEPWITISEFIS
TREADED GREATER THAN 6' ADD
place or approved Hurricane Rated precast equipment pads TREPLUG i .; (1)/3 COVE BAR 06 O.C.
•
GRAVEL RED TO PUMP
TYP. WALL SECTION & WELL POINT RFOC'i8790
(NO SCALE)
A COPPER
DECK ROW OF WATERl1NE TILE
WHEN PROVIDED PRESSURE GAUGES INSTALLED ON
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION CHLORINATOR FILTER3'-O" WATERUME
BELOW THE WATERLINE AND aoRIzo1NTAL INSTALL
VISUALLY SET APART MAX 5'-0" tlg6 sNNI
PUMP W/ HAIR h 7� 1
FROM POOL ONE STRAINER
Jamai m � µENRNs LEVEL BOOR I3 STEEL 0 12' 0/C EW. &on
j 6. 7Hp( THAN
1
PPER 18 COFLOOR SLOPES --- -11 _
18" _~ V
TO GRID FLOOR SLOPE SINE ff
$ VERTICAL INSTALL TEA50YBEr UNIFORMx5.
CpWLNEW N ARTICLES S ]e r
VamNm (in Hg) X 1.13 Pressure (PSI) X 2.31 SKIWMER �-5.6.
Feet Of Head Feet O Head M SLOPE OF PIE FLOOR
DE aKow EMEND ELI
PoolBond PB-2008 T0W= DE DEEP AREA S W
TYP. NOT EXCEED I RAT N 7 Faar
Install in Plumbing T at least 3• Below R
POOL SOLID Vacuum Head + Pressure Head Water level in Return Piping.ln®tall voO° cFN`R 4'-0" 21'-0" 3'-0"
STEEL GUNITE Total Dynamic Head in sprinkler box for easy access c F1OPW
SWIMOUTS WATER BOND DETAILS FOR PIPING SCHEMATL TYPICAL SECTION THRU POOL
(NO SCALE) NICHLE(NO SCALE)
LIGHT SYSTEM
POOL PATIO CUSTOM MOLDED PRODUCTS INC.
WATER LEVEL. -'•--:• _-_.� ..:
HYWRO-STATIC RELIEF ".i "•: 3',- '.4 Y } `-' " -;w:-: v sNaE pw1nLL DUAL. olnlEr CMP 25506-32X VGB
DEVICE INSIEALLED IN `L PER FRC4501.es
AREAS THAT EXCEED t';:: COMPLWfT 32" CHANNEL DRAIN
WATER TABLE IN SHELL ' % O RPA BU w�
12 VAC FROM 2m7 RFLORIDABIHtDING CODE
POWER SUPPLY
c 'Y LISTED TO A4ff/N& A112.19.8
UNDERWATER.'
LIGHT 1. �G
32' CHANNEL DRAIN AND SUMP n -
2.5
L=ARAINM
CONDUIT
255D6-320-000
*THREE 2• SOCKET x 25' SPIGOT PORTS
POOL FINISH .
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
SCHEDULE PVC SLEEVE
*IAMPO LISTED FLOW RATES
90
PENTAIR &LOBRITE- TER
*WHITE PVC BODY
MAIN DRAIN
AMP 30 70 NO BONDING
COVER GOES OVER BODY TO GIVE FINISHED LOOK TO P�
OR GROUND
FUSION -FUSION POOL PROD REQUIRED
The maximum flow rating for this suction fitting with the center port plugged and outer ports
MODEL G4/U
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5• plumbing and 268 GPM (hoar)
POOL DETAIL
NICHLESS UNDERWATER LIGHT DETAIL
and 192 GPM (wall) when using 2' plumbing. The maximum Now rating far this suction
fitting with the outer ports plugged and the center part open is 200 GPM (floor) and 168 GPM
(NO SCALE)
(NO SCALE)
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2• plumbing -
Pipe Size
6 fps
8fps
1'
16"9Pri
0.14'
" 21
gpm _
0.23'`
1,5'
37
gpm
0,08'
50
gpm
0.14'
2'
62
gpm
0.06'
82_Dm,
0.10'
2.50
88
gpm
0.05'
117
gprn
0.09'
3-
136
gpm
0.04'
181
gpm
0,07'
4-
234
gpm
0.03'
313
gpm
0.05'
6'
534
gpm
0.02'
712
gpm
0,03'
OUTSIDE ANGLE OF REPOSE
'VSFHP165 PERFORMANCE CURVES
6' AND FURTHER - 4' Tipp( WAILS W/13 REBM 012. O.C. EACH WAY
3- TO 6- - 6- Bra WALLS w/13 RE&R 012- D.C. EACH WAY
'oo
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per Skimmer
- - - -
o' To 3' - a' THICK WAILS w/I3 REeAR 012- D.C. Eeal WAY
a so
1. Calculate Pool Volume: --- ft_x 7.48(gal/Ft) =
i
(Surface Area) (Average Depth) (Volume in gallons)
9 ti
o
2. Determine Flow Rate: 11,700 gal / 315 = 38 + XXX = XXX
J0
(Volume) (Turnover Minutes) (Pool Flaw Rate) (Feature Flow Rate) (System Flow Rate)
6 R-
v -
Determine Pipe Sizes:
a*soaP�M
Trunk Piping to be 2.5.5 inch to keep velocity 0 8 fps max. at 117 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.
x ea
Main Drain Cover( SEE ABOVE ) System Flow Rate must not exceed approved cover flow rate.
-
•
i w+
(Make and Model) See Engineering Page for Drain Configuration
3 3 3
n emNA
< aooAw
• • •
C
`�; �wBFq
�A
REPOSE S ALLOWAIRLEPROVIDED
EXCAVATION INTO A(a�
111XlNI MINI INiI{I IXIIY
;o wa 1p f0a rfe f]0 1% IZ ti0 In im tab in WI
�G 'J 8 GPM FLOW GPM
Pump Model JANDY FLOWPRO VS H.P. 1.65
IXaF
C� OR SHOULD
P� SUFFICIENT TO SECURE sons FROM ETRa5I0N OR SETTLEMENT IF/ANYE
taV
Total H.P: H.PxsmMcefada. l Hp. or more mustbe2 spcetlarvaialxespeed
HIGH 88 GPM M
NUND
• _ ,` ; " NO UNOEWIINING OCCURS OR ENGINEER APPROVED IF ANY DOES
Fitter Make JANDY CS Slze 100
' COMPACTION TEST OF THE BACKDLIED MATERNAL ME PROVIDED
PRIOR TO THE POURING OF THE PATIO
Fitter min. area based on fihr.lumoTelfloW rue pool gal. min. � 136=Flow Rafe
Divide G.P.M. by Cartage =.375 or Band =15 or D.E. = 2
Time Collvollermake ON PUMP Made! ------- FILE
Gambols must opwate a minimum of two speeds.
COPY
The higher sed override's act to exceed one normal cycleor24 hrs wNchever is less
N
11/AAA
1.
1. ALL STEPS AND Sw1MWT BENCH EDGES
\\\\11111
\\\\ O /I
ALL RO zi
CRUOF HE BORDER OF OPPOSITE
COLOR of FINISH
a
,•_p •••
.` .l•' C E N �
GEM
/ FOR wselulT'
\
`
2. MOTOLD TO BE INSTALLED ARE WHERE
DECK RASED +6' ABOVE Poo
hL 12131ROD(x'EltS, P.E. •�*
10' MIN
PLLkfIwNo.Ilm68212
201 Hudwood Drive
-a"4.�T,'ierce,
- _
FL 34982* :4, Z
03-12-2020 ;#72)201-
-.-"-,
DESIGNED FOR-
S.
I A� •. A � `� ��
tV 4
• A." STEP DETAILS
LOUDEN POOLS 3
1. TREADRISER IS MN OF EAR AN
2. RISER NOT GREATER 1F14N 12' EXCEPT IF
\
CORBIN RESIDENCE ***ELECTRIC NOT INCLUDED***
MORE THAN (3) TREADS ARE USED
450 CAMPBELL RD
3. ALL SUPS TO BE SOLID GUNITE 3000 P.S.I.
PRPPAREDBY: SHEET:
FT PIERCE, STEVE HORST 2
STEPS
DRASIGN
(NET SCALE)
SERVE
(772)201.7846 honLsteve@yalmcom
Total Dynamic Head
Calculation Worksheet
Corrine LOUDEN
Job Name CORBIN-H(GH SPEED
CrWrown:
InstmceonsDada can only be added to Me yellow cdis. Steps a;
Nmover, rate in 641hons Per Minute(GPM) tthe mnwver mte is
How cafe, then proceed to Step #3 Plasirg the RESET button w
saved to a Me pr proved far hm e, p/Mwate
4 Cautune PmxaAlg ow RI
yatbwcaf#m m
P"®rq�YSeries
Job ail Date. 3y/02020
Addrioncl
state .i�l Zip Code.
2 are for cal slating Pool Volume to Gatbns and for estab#skiing a
eddy esW WishM, click on the GPM cell at (lre end of Step 42 and input
:her all upuW inlwmaeon to start a new workahat. Work hat can be
61 bettawer®aMr4a Systar✓t rpm CdeulatlpR Reauks
paw r=�6
Tohl Friction loss in FL of 43.77
Water (TOH)
t Tod) Friction Lose in PSI 18-95
AF F
Versa Plumb Reduction Results
1Dx RaducWlt $,00
CakuMa ARate �c. V;ours
..r .O0
0 6a a60 •�'
-�
:.,b
By"n"0" wi1RVasa
36.77
V
vcl---
L-- -
pa.wb
m t Su tin,
Pipe betnmmenaed oelordy
6fp.z and neo«;
• •
"'a13 ^i
�
c
2"
0.45 C.I'3
000
000
2.5•
5.96 0051
004
0.W
r 17g 0018 O.W OW
4" 2.20 0.005 0.00 000
P 097 0001 'I co 000
TOTAL 0,00 0.00
88
4Y orlimm Pipe: ( ended v 1 H 8 fps and del )
1.5• 1J.8I OA11 10 4.11 178
0.1 13 0.00 O.W
A% U51 % 5.01 2.17
r l70 0.016 0.W O.W
P 2-20 0.005 0.00 000
L
6" OS7 0001 aGo O.W
TOTAL. 9.12 3.95
Colon.)[ Toted
Member
anpwtyautaroacbSire
invdlear
C4ft
1.r
8
9.86
427
rdalw,ts kr
9.06
0.00
DW
000
060
000
1Ldwdm
r
3
0.72
0.31
Fdmentmaw
OOdi
0.00
O.W
012
O.W
O.W
Rdwawa
25•
8,
4
3
2
+*'�
2.11
��
3Z7
0.00
0.6/
0.46
0-32
O.W
r
c x
] c5
Ra `w
o x
c 3c
am
amG,GO
a Gg
4-
0 W
000
Frimar vas e,
0.
O.DO
MOD
000
OW
O.W
Rdwam
6-
OOC
000
w
0.
0.00
0.00
oval
000
am
TOTAL
16.46
6.69
step # b -
E��.a' .m.ra:.. -..
tnpptt."" F:{'C[io Uaeum rncoon Lotcin
M Let RdWife, Kl
a®
Step #7
Inp'uI:53sM
Ntfii
Input 4wadNd
NdFNMit
iYMlm laisin
RNum €veia0
9etvmTysOWls
RMum 6W1
ftdWYtt
hhnw Wb NP52
1
♦♦a
i.• 6A
Strai Fla.
ad"M
l:e inF
"pesus 3,4iala
r•min try rt�
dWawf -., _..•
Select ;R0y 3-Way Valve %°
w tree-
i.r
va7
T
O.W OW
r
a.0o 0.00
xr
0.110 0.ao
3•
0-80 0.00
Total 3-Way Valve Loss
406 2.02
F-71F,
lter Type and Size_
CS1W 1�a 00 1.79
Step # 13
S rcfld-bwvalie Fr�pt%�Wf Pit
m frbvn(m[n
5 {ett Jz ,df Check Valve
Strzlylf Flow Size.
".fte
b ',.
1.6•
O,W
0.00
r
0.00
0.00
2.8•
a
0.00
3•
a.W
0.0a
Select JaMy Check VA.
901 Flow
See-0.00
0.00
ooa
2.s-7r
0:W
0m..
Total Check Valve Lass
0.00
0.00
Step * 10
aebw nsetrr. Kriafm 6awm enetam4Am id.
R.rrw.rrc
0-
Tend
Pro Series
-- Yby ZODIAC
Total Dynamic Head
Ja>�, Pro andy.
Calculation Worksheet ,eries
b, aODtAC-
Company: OIAEN JgblE� Data. 3%OR020
Job Name: ORDW-LOW SPEED Addzss.
ClrylTown:1 I State. FL Zip Code.
Insfmctions: Data can onlybe added to the ydlpw ceps. S[epa #f 8 2 are for cdculating Pool Volume in Gaenns and for eehblishng a
tumoverode in Gallons Per Mute (GPM). 0the tumaver rate is already established. click on the GPM cell m We arm of 5rep #1 and inpu(
Ilow rate, then proceed to Step #1 Pressing the RESET befko Will cleara0 irrpuledin/orma0on to start a crew Worksheet WorksheN can be
saved N a meorprulcd for future rMneecY.
CMFebn- Passing me RESET 6~will Atuiraa System TDH Calculation Results
yalCbw Fats N 4fati a new "Asgab.
Total Friction Loss in FL of 11.64
Flu I tz Pool Vulume: P' Water (TDH)
am ( Total Frittion Loss in PSI 5.04
0 0
,Y lunfaver Tate is R ovadl to comply with
APSP t s and Tte U Seanblds Versa Plumb Reduction Results
c ICFIaIecFtnaTeRillMl 1�� TMItialm" 2.90
416
° G aW 38 6ystera MH withvertia8.74
b fos suction velo,ft raddined br A-SP
C I late Total Le gth Fs cM1on Piper
tb-
b.97
0067
l riJ
r
3.65
(L025
000
0.co
2S•
2.98
0.011
O.W
OM
r
f.63
O.00d
am
0.W
4•
0.95
DOW
0.W
0.00
6"
0.42
0000
0.00
000
TOTAL
0.00
0.00
38
r.
TolNynuall of Return Pip 1 ¢commended city: 8 fps and below)
1.6"
997
0087
10
087
038
r
7.65
0.025
0.011
OW
2.6'
2.58
0.011
98
108
046
r
1.63
O.W4
0W
0W
4"
0.0
0.001
0W
O06
r
042
O0W
O W
Poo
TATAt:;-
1.93
OA3
s
2.08
OW
ZW
0.00
0.00
O.W
0.00
OW
3
O.t$
60]
000
0.00
Otto
0.15
0.W
000T21
8
4
3
2
7.P.1
0.45
ftdy ie,
OMaoc
CIA
0.10
Oil
0.00
r
O.W
D.W
0W
G'JG
0,00
OW
0W
fedwanm
am
4`
O.W
O.W
OW
am
O.W
O.W
o.W
O:W
RdWab
8
000
0.00
fiitleo tai°'"
OW
000
O.W
O.W
O.W
OC9
Ref WaM
TOTAL
3.26 iAl
cl ate Static 9ut6on a Dilachartip lift:
altulab 6#R less:
2.00
0.8]
1
_ _
..
13
1. 1 0.60
rl'7=3=90
y,
3 wyYatw lived Number 6
ya�.n tin..+
Npe sxe. s.uay valves.
of was > • "4...
Select Dandy 3-Way Valve 9W
flow Size:
1.5•
N•
Dog 0.11111
r
0.00 0.09
2.5-
0.00 0.00
3•
ODO 0.00
Total 3-Way Valve loss
1.02 a."
Step a 9
TiImiir'
Stle[LPoL6e •• fi0ehelinwm.. Fskben lam In .
R dWa� psi
�SeleclCaretakerk floor dl'r.
Sale J uiy Check Valve
Straigi0 Flow size-
Dingle
b 1-0
i 6•
000
O.W
r
0.00
am
75•
000
00o
3•
0.W
O.W
Select Dandy Check Valve
90" Fbw S¢e:
1.5'
am
O.W
10+ Q �'
? l ��•) FbW
otc
r
a.W
000
2s-
0.00
0.W
Total Check Valve Loss
0.00
0,00
Step # 10`
`� •hidtw tewm hi6indlmirt.
Rdwda, es
3MarmeY pre turns
1 0.26 I
janq Series
by ZODIAC
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a q';
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all
A
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LL�� s
X
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OFRIONFO FOR
LOUDEN POOLS
CORBIN RESIDENCE
450 CAMPBELL RD
FT PIERCE, FL
FIDE Cop
t: L
XcE11jg�G�<���
SF• :JJ�
M_41*D•ALLR00
021gg 2 •* "
=F7. License No.
180121azelWwd Driv
03-12-2020 arm' FIL
z T <�j�
`.
0 /Tn
***ELECTRIC NOT INCLUDED***
PRBPARBD BY:
STEVE HORST
DRAFTING &
DESIGN SERVICES
(772)201.7W hotst*ve@yaho
Y