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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE
POOL SPECIFICATIONS
Max width
%K r Max Length'
Min Depth
3` �" Max Depth (p`
Perimeter°
Area
Elevation
FII*tDSEI- Dirt from Exc. Wt4VIL
Returns
Vac Stub \/EF-Ij
Cleaner
Other Plumbing
&L)OPLF"22 LtrUF_
Fill Line
Nip Overflow INt3
Tile
jam" X !o" Step Tile YES
Cantilever
yF:, Builnose Nb
Raisebean(s)
Light
0MyF6UTransformer ?lJtity
lbox
- Timer - Np
Automatic Controls TjV7- j-tej3k)W-$f C4C>&V P,&L
Patio Type
C, &X)C- f i TF—
Sq.Ft.
5LjD'5RfT Color oLoovE& r-")cF-
Existing
f J0 Sq. Ft.
Footers
y wJsteei #5 NO
Termite Treat
YE6
interiorfinish
&EA1
Pump
?EtiVT 4)9 N.P. V:SS050
Chlorinator
Y No 5AL7-
Bench
VE6 Handrail
Gallons
13 d zoo Tumover Time Hrs. 3 Mins. t
Cleaning Kit
UEL V XE
Neater
Nt iItSize
Formboard Survey
YES No J)Tta�
Final Survey
YES NO
Compaction
YES NO A4CKFI1.1,
COMMENTS
JOB SITE
Phiii; 211
1cr; EpyleT
FT. Pierce "'L. 34?5
CONTRACTOR
1M FORM & SfEEL
INCORPORATED
dba 1M CUSTOM POOLS INCORPORATEQ"Op,�L RO 11.,i,�
#772-486-082I
1 QP d�G E W4F..
u'
Lic.#CPC2458456
821
�'PQ •, STAT OF o••�
06-03-2020��`
S•
"IM1nn,.
M. Randall Rodgers, RE
FL Lic. No. 68212
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634
r
—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 2,000psi @95% compaction
-Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in
place or approved Hurricane Rated precast equipment pads
—Water Heating equipment to comply with FBC 2017—R4501
WHEN PROVIIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(r0 SCALE)
MAIN DRAIN
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacuum (In Hg) X 1.13
Feet Of Head
9
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO -STATIC REUET
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
POOL DETAIL
(MIT SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FUll - 4- TRUCK WALLS W/►3 ROM 012- O.C. EACH WAY
3' TO 6' - 6- THICK WALLS W/13 REBAR 012" D.C. EACH WAY
0' TO 3' - 8- THICK WALLS W/13 REHM ®12- O.C. EACH WAY
MISC. NOTES
1. ALL STEPS MID SWIN W BENCH EDGES
WILL HAVE 2x6 CAPTIEE BORDER OF OPPOSITE
COLOR BF GEM FINISH FOR VISIBILITY
2 MN0HOLD TO BE INSTALLED ARE WHERE
DECK RNSED +6' ABOVE POOL
F1"
EXCAVATION INTO THE M1GI.E OF REPOSE IS ALLOWABLE PROVIDED;
�(;��' • SHORING IS NSDIIED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
NO LNDOM MG DOM OR ENGINEER APPROVED IF ANY D06
• CONTRACTION TEST OF THE BACI(FIEED MATERIAL ARE PROVIDED
PPoIXt TO THE POURING OF THE PATIO
10" MIN
a. .
STEPS
(HE SCALE)
STEP DETAILS
1. TREAD IS MN OF 10' WOE
2. RISER NOT GREATER TWIT 12' EXCEPT IF
MORE THAN (3) TRENDS ARE USED
3. NIL STEPS 10 BE SOLID GINITE 3000 PS.I.
NQL RrMM (RATE &
A' PER Fr. MW SLOPE
WELL POINT RUG FROM MAN
'
DRIN & ATTACH AUX. NNE
LNE WHEN EIMNG POOL
ONEWOIN OR CAP RE
WETS APPatl9E •: _
a
6"x6' TILE
r
GRATE SHALT.
4' SLAB
BE SECURED IN
INTERIOR
2500 FIBER MIX
PLACE SO
FINISH
' 7yp, WALL-3,000 PSI GUNRE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
STEEL-TEX FORM
OR KRAFT WALL
6' TYP. FLOOR::
TRENCH DRAIN
3.000 PSI
13 • 12- O.C.B.W.
GUNNE -
NOTE FOR DEPTHS
TREADED
C
GREATER THAN 6' ADD
PLUG
. • ..} , .. .. :'':•
(1)13 COVE BAR 06O.C.
GRAVEL
TO PUMP
-
TYP. WALL SECTION
& WELL POINT
(NO SCALE)
IB COPPER
4To cNo
HORTlONTAL INSTALL
to COPPER
TO GRID
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
WATER BOND DETAILS FOR
NICHLESS LIGHT SYSTEM
POOL PATIO
WATER LEVEL
12 VAC FROM
7 ,._i POWER SUPPLY
UNDERWATER Z
1' PVC
CONDUCT
POOL FINISH
Y
PENTAIR GLOBRIT -SHA `:i," TER SCHEDULE ao PVC SLEEVE
AMP 30 7 : r:-. NO BONDING
FUSION -FUSION POOL PROD - OR GROUND
REQUIRED
MODEL G4/U
NICHLESS UNDERWATER LIGHT DETAIL
(1O SCALE)
(2) #5 REBAR
a•
FOOTER DETAIL
(NO SCALE)
JM CUSTOM POOLS
CPC1458456
DECK
I ROW Of WATERLINE THE
HEATER
CHLOPoNATOR FRIER
.'1+—s"
PUMP W/ MR &
ENT STRAINER!
77::77
WAS
geLyy
�S
LEVEL FLOOR
NOT
HEATER
FLOOR SLOPESTHAN
11
Bf-PASS
FLOOR tll awr x
MELT 'ITN rmlaES 661
RPoL5.6.3
THE SLOPE Of THE BOOR
/
g
THE SHILDW DO will
HIMINDS DEEP
OPNTL
?am
ONE
_ �,..ok
NN EXEXCEEDDoorx I 7 Drat
1 x31
GI,n._
cw+D to
6'-0"
20'-0"
4'-0"
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC
SIINSXE CHANNEL DIAL amEr CMP 25506-32X VGB
PER FBC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
comam wl x
2017 FLORIDA BUILDING CODE
LISTED TO &''WE/ANSI A112.198
32' CHANNEL DRAIN AND SUMP
25506-320-OW
-THREE 2- SOCKET x 2.5- SPIGOT PORTS
*DEBRIS GUARD INCLUDED
•38.79in? OPEN AREA
*IAPO LISTED ROW RATES
*WHITE PVC BODY
'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO_P.IR4
The maximum flow rating for this suction Fitting with the center port plugged and outer parts
open is 308 GPM (floor) and 212 (FIT (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
fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
(rap) when using 2.5• plumbing and 184 GPM (floor) and 176 GFM (woo) when using 2' plumbing.
ST. LUCIE
B®CC
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Size
6 fps
8fps
1'
16
gpm
0.14'
21
gpm
0.23'
1,5'
37
gpm
0.08'
50
gpm
0.14'
62
gpm
0.06'
82
0,10'
2.5'
88
gpm
0.05'
117
gpm
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'
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: XXX ft XXX x 7.48(gal/Ft) = XXXX Val
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: XXX gol / XXX XXX + XXX =_XXX
Determine Pipe Sizes: (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Trunk Piping to be 2`5 inch to keep velocity 0 8 fps max. o�-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
Purnp Model PENTAIR INTELLIFLO VS-3050 N.P. 3
Total H.P: H.P.x service VIpor.IH.p. or more must be 2 speed N vadade speed
f81er Make PENTAIR C&C Sim 150
Filer mil. aree based on 6hr. mrmuerflow mlo pod gal. /360 rain. = Flow RaN
Divide G.P.M. by Camidge =.375 N Sand =15 or D.E. = 2
TIM CM111T Aer make ON PUMP Mader ---
CNltrdsand opNNeaminwd minimum of ---
The ouNdde is not to Toosed one rarmd cycle or24 Its whidw.e is less
DESIGNED FOR:
JM CUSTOM POOLS
EMERY RESIDENCE
4205 BURNT FOREST CT
FT PIERCE, FL
1111111
,LL R4
;EIV.c
A)ALRCEDGERS,PE ;*
LiSense No. Nft68212
I Rarelwood Drive
Am, FL 349827E
"'ELECTRIC NOT fNCLUDEDrr4
PREPARED BY: SHEET:
STEVE HORST 2 /
DRAFTING &
DESIGN SERVICES
(772)201-7846 hordsteve@yahoo com
3
cey)
PENTAIR
T H CALCULATOR nit-eaRY-IDGH
- STEP i STEP 2
POOL SPECIFICATIONS SELECT EQUIPMENT
STEP 3 OF 3: TDH CALCULATION
! PootwAunwlyNlwwi:
Turn owr Ihoursh
Fittntfun Flaw Rate:
t780a.Nsa"a' SerNoa LaE
1.50fl
112.26 GPM.
Sy,}{O)pN ,- - ,-v
p)iSNj{Tf+;
I
NA%INUM %PEVELOOnYIi/SECI
SUCTION OUTLET g
-
. .
_
1WM94 Yp:PWGtfWEI
pluxARaE 8
xxLoado
IOTALmmN6 LEMOmRIFT1
INLET 64.00
<-
msoNARGE 80.00
des I
2-flu 31VAFWVE
3
:17 4
admandE ELROW
NO
mSCNARGE 13 -
TMa ORAIN
1
- -
TEETNROusN
INSET D
mscluaeE 3
-' CLEAN AND CLEAR
fi
1
-
ULTIGTEMP
. ^,� 'p lxcx aETuaN
4
d{i:1&B f
Ci1rmYNodEL n' -. _ • � ' ,S.
i
iauapam�;)
IarELLIFLO VARPRLE SPEED, V5.5YR5. VF, OR VSF 1
Flaw Rite 112.26GAUMIN NexFlaw Ralam Max RPM:. 112.26 GAL/MIN
Head Lass 68.34FT Head Lima atmax Flow Rate atJobs 68.34FT
RPM:
SYSTEM EAD PRESSl1RE CURVI E
r*PU14P5ELEftN
s a
1
v
a
j
do
m O
} 50 -.--.
a
40 __ _. _._. .:... o
i
1e s
m
� _ 8
f0,., 20 40 M so till im 140
valumetrk Flow Rate (GPM)
�-+Clean System Curve -Pump Curve ■ Desned Operation Point Clean System c Pump 9REration Point
'vim"=' The Association of
�A1PSp Poo/ & Spa Professionalss JM-EMERY-LOW
ANSVAPSFACCTSa ENERGY EFFICIENCYCOMPMNCE INFORMATION FOR RESa WMLSWMMNG POOLS
PROJECT NAME:
ANDADDRESS
EMERY
CONTRACTORNAME
AND ADDRFss:
JM CUSTOM POOLS
OWNER,
CONTRACTOR NONE : DATE: 6-1-20
nave :q as m8--anme¢m n:egSSMNnPnna sna ano-Ra
ProlessimaNiAPSPI.It is clot pat of tint American National Standard ANSgA1PSP/1Cc15a 2031 but a nodded ford m.atx.,
h- CaahamO, should
amune and asaplV
with the ANS IU5PAM-15a war standard which NO be punrhaxd at www.apspur8.
1. §5.2.3: Calculated pad volume
a. Gallons: 13.800 ;or
1.
13,800 _
gallons
_
b. Cokulpted Gplbns: (surface weo)X (averpge depMJXl.18(gd/ft-31=
2. §5.2.1: Calculated initiation flow rate
2.
38
Spun
_
(Pool volume a 360 or 36gpm whichever is Imper)
3. §55.1: Pipe sizing:
a. Minimum suction pipe diameter
31.
1.5
inches
11me, the smabe a pipe six from Tobk 1 with a 615O fbw oma x" Me saw a mare Ma: item >.)
_
b. Min inum suction blanch pipe diameter
3b.
N/A
inches
feakaMm: nem2 (yan)- emnch Pues_maxamin)= brashffowRaw _(suadt,
_
Enmrthe smalksl'p(pewethan TObk1 aitho6fps)bwnipisadythesi ne Orman, rhas newcakvbled
suction blanch flow nee.)
c Minimum return pipe diameter
3c.
1.5
inchK
(Enter awsnxslest ppPa srmhan Tobk I with o8fpsfrwcopnriyt iesome arwre Mon Nem 2)
_
d. Minimum return branch pipe diameter
3d.
N/A
inchK
(Cokuba Rem (apm) Omnch Aws (OuontBy)=hcmehfbw me fmwE
-
Enrerthe 'nudo"tdcesm,11 mTabkl with a 8101fow mpontyl r some or mw Mm ire micubuxt
retwnbmnchflowm )
4. §SA.1: Filter type and size:
a. Filtertypr. (Cartridge, DE, Sand)
41.
CART
b. Minimum niter area
4b.
702
sq. ft.
-
(Cakvbteimm z._(gPal=fitterlavm._fawNd"zll
rilcerfoaarscahwpr93A, Smd.ls, aipmmorePm EartM1
5. §SA.2: Backwash valve: X Not
N/A
_Ves,
S.
INChK
(When usingabacannshvane, enmrnesuR ofNem3[w Ivnrlws Isdddwsero tame•)
Table 1
lw`•
Q
Pe.swe
I 1A-
I r
es^
r
I w
a•
I r
I s•
NawwloPN OcrPa
a
m
so
13B
vas
z39
n4
sot
Memhul GPNgaew
61
M
119
fw
3q
31]
I99
]10
6. Single -speed pump selection (when used):
45.1.1, 53.1: For vr:gir<speetl pumps wAha mW Ilasepower0.99 al¢s, flM and eaa a compliant pumpfrom tlw POOL Pump
Daiwa s.
a. Pump model
6a.
N/A
_
b. Total horsepower
6h,
N/A
-
7. Muld-speed pump selection (when used):
45.32.1: Pmh 1>,OUa golbnsar kss, xkccpump•frpm the dambax wiMOC)nw A gpm/loweapl fe 4em1 ar kss
4531.1: Pack 1>pn3 gONons or mare, xlecepump'Imm Me dorabvx with pCvnve-C gpmfowe0uv)ro Remlprkss
or
'AmAispeedpumps muse hove are speed fisted that sou fws MN nsmin men,
PENTAIR
a. Pump model
7a
INTELLIFLO VS
b. Pump flow
7b,
40 ar"
(4531.1,5.3.22:Appkc C AaCOpmfbwlhtedbdatabme)
3117n5 ANSVAsW/ACC-u smndard wrir»g canmiLlee Fpm
1 of 2
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
5ecuon
-
Cite
4.4.1.1
Heater has no pilot light
4.4.11
Readily accessible on -off switch mounted outside of the heater
X
Heaters
4.3.1.3
No electric rKtstance heating unless for inground spa with tight fitting cover with R-6 insulation,
or for pool with 60% of documented pool heating from on -site solar or recovered energy.
4.3.2
Heater efficiency: gas/oil fired heater efficiency a[ least 78% heat pump COP at least 4.0
X
5.1.1
Pool filter pump listed in database
X
5.3.1
Pool filter pump with total horsepower 1.0 or more is multi -speed
X
5.3.3
Multi -speed pump controller programmed m default to the fihration flow rate when no auxiliary,
pool loads are operating within 24 hours and programmed with temporary override capability for
servicing.
X
Pod systems
5.3.4
Single -speed pump controller capable of operating pump during off-peak electric demand.
N/A
5.5.2
Pipe before pump has at least 4 diameters of straight pipe.
X
5.5.3
System installed with solar, or setup for the future addition of solar heating equipment by
insulting 18 inches of horizontal or vertical pipe after the filter and before a heater, Or built+n or
buift 1p connections, or dedicated pipe to and from the pool.
X
5.6
Directional inlets for mixing pool water.
X
ANMIAPSP/ICC- )5 Standard writing Cornamoe Far,
�_ c
Z Pmal ON
al �>te q G
Q 3 g
�c Su�miBK _mr'3S aZr qLi
X N
9 a2 z $tl
o d.",
005 =8 as
SKI M
w
pit s
.p ppgq
80 26i N g 9 Sam
B$a
z 2
�
on
M F
W
3
111
/III\
Z 1 UO2 VA
as
33 tO pgU 4 y= �O
e•�', (J (g0V E '4 �
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Pi
g £x G� St tPaZ
a: rr 6Y - � HP Er Foa
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as
t' Np� 63 FZ
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Fp U W
m
pF mO.�.I o
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N a LLX S O
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lxca o R
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N
z
DESIGNED FOR:
JM CUSTOM POOLS
EMERY RESIDENCE
4205 BURNT FOREST CT
FT PIERCE, FL
11111111
,,D jkLL
;,\ C E
LifeadeNo.68212 er.�
R f6wlwoW Ddv *
11iiPrce. FL 34982
V'/ vv .)Pingm�
"'ELECTRIC NOT INCLUDED"'
IR2EPAREDRY: sH T:
STEVE HORST 3
DRAFTING & 3
DESIGN SERVICES corn 3
M2)201.M6 horksleve@yAllo