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2.5"- (1.) 0A7M ---7 ,,..-_ D'
2.5"- TEr 4vcrio0 ---7� --TS
2.5"-- SP+9 S uC:T1(50--
2.5"- Pool ►.4iwvRr4l,U —M ---M
2"-- SkIMMER -- 5 -- 5 --
2 -yAC t,t vvE ---- v , V -
2.5"' 6pAgzTvR.o ---STR —.$R -.
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
(' t"o (W
;,
I
a4'
POOL SPECIFICATIONS
Max Width
(J`-� Max Length 314'
Min Depth
3' Max Depth S'
Perimeter
r-►' Area 51 y'saEr
Elevation
FIELD -ser Dirt from Exc. 14ALk-
Returns
q Vac Stub
Cleaner
--
Other Plumbing
LEE) SUI901-ER
Fill Line
Ax> Overflow - A)C>
Tile
(p" X (p" Step Tile YF6
Cantilever
NC: Bullnose E
Raisebean(s)
Light
too nsformer5 t r
Jbox
Timer
Automatic Controls _.1Q Tpi,W-N g w y L i-
Patio Type
T'R 1Ci VEA-r1 i1V L=
Sq.Ft.
1100'$Q Color Owi+t><.�75 ctaotc
Existing
YF-S Sq. Ft agoZ sa Fr
Footers
YE5 w/steel #5 YES NO
Termite Treat
YE $
Interior finish
GF_ A
Pump
PEtvrA)R H.P. V✓' 3C756
Chlorinator
YES NO u' 14 4TT
Bench
YE 6 Handrail
Gallons
191500 Turnover Tme Hrs. 3 Mins.—
Cieaning Kid
OF-L O X I<
Heater
y 01 Size } 1.1 aCco ZTO
FoimboardSurvey YES NO
Final Survey
YES NO
Compaction
YES NO At kiP; I I
commum
5, 74,p? TFT 1�- v,*A(p W Zu-C c7=?Z
48" 1`-0G 14 -Al FFlu,� c
W LX4R,4*
E96y TbOCN S w 6ALT... tD-
JOB SITE
acee93
l r
A ru
Fiad I ;
P `.
1M FORM & STEEL INCORPORATED
dba1MCUSTOM POOLS INCORPORATED
458456
``",1,r1,1iiii
Uc#CP
�J��Q PN� CLE N S
05-27-2020 % ,; •_ ATATEF
-•nun„'•
FILt COPY
M. Randall Rodgers, P.E
FL Lic. No. 68212
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634
KIL REMIAE WIE & BRICK A- R FT' WIN SLOPE
WELL POW I= FROM MAN COPING i
DRPAN 8 ATTACH NIK PUMP
EMPTYING WIWD EMPG POOL
6"x6* DUE
(1) #5 REBAR
-Pool construction complies with FBC 2017, ANSI-7, ANSI-15 GRATE SAIL BRICK PAVER PATIO
-Water Velocity -Max 8ft/sec as per FBC 2017-R4501.6.3 BE SECURED IN INI��
PLACE SO ',YP WAu_3,X10 PS GDNITE J M FORM & STEEL
-Pool Barrier to comply with Section R4501.17-6th edition 'FBC THAT roots •,,:;= � - s:z;=;....
ARE REQUIRED "•'"' -:''*% §.
-Skimmers comply with FBC 2017-R4501.21.2 FOR REMOVAL STEEL-TEX FORM
-Soil bearing capacity assumed 2,000psi 095% co action OR KRAFT WALL
-Equipment Foundation 3'x7' conc. slab min 3.5" hick pour in TRENCH DRAIN 3,000 PS 13 0 12- O.C.B.W. 8
GUNIIE NOTE: FOR DEPTHS CPC 14 5 8 4 5 6
place or approved' Hurricane Rated precast equipment pads ,i- • a
-Water Heatingequipment to com I with FBC 2017-R4501 GREATER THAN 6' ADD
comply TREADED "°' (1)a3 COVE BAR 0s' D.C. $ PAVERS
PLUG * '-
GRAVEL BE TO PUMP NON STRUCTURAL
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
CPU SCALE) (NO SCALE)
Sim
BRICK COPING DECK DECK 1 ROW OF WATERLINE RE
WHEN PROVIDED 6°x6" TILE
SHALL BE AT 20" MAX PRESSURE GAUGES INSTALLED ON """� PETER CHLORINATOR
FILTER PUMP FOR FINAL INSPECTION 6'z6' TILE ,,°- >- " WATERLINE
N IS
BELOW THE WATERUNE AND PAVER PATIO NNi a 3 -0 1 w
VISUALLY SET APART SPA BENCH 18" gum c ONE vim7 MAx 5 -01,
FROM POOL BELOW WATER LINE E:. A RE INNS PUMP W/ RAN & 7 -I t tm
m� n r •• yam; v ... p001. LLm NOR I3 S1FEL 0 tY 0/C EW. SIM
_ GRATE SHALT. `.::;..'..: t- •:.. • . ,,//'' fL00R SLOPES 6'. THICK
BE SECURED IN •t.. ::.'''•-,•'y,;: - - aaw SLOPE SK Rr THAN 11•
PLACE SO i.- - :.: -. w. HEATER WASONCLY
LOWLY we" NUCLES 58
THAT TOOLS '- 42' IYP. WALL-3.000 PSI GUNITE BY PASS BE SIM a THE am+ LRaY
o ARE REWIRED :? e i >! r.y j-101001 D®LS63 THE END VL WORDS THE ME x
MI
Vacuum (In Ng) X 1.13 Pressure (PSI) X 2.31 FOR REMOVAL 6FLOOR r �.:;R u.:. �„ STEEL-TEX FORM NOT DUO I Four w 7 roux
Feet Of Head Feet of Head -�7.-« •L;^•, OR KRAFT WALL pO�NN
TRENCH GRAIN Y,•E=: N 11NE 7' 0"
SP 3 x3z T}t
..' . -• 13 0 12- O.C.B.W. o1w pNpTN c1F�T'
Vacuum Head + Pressure Head cNpNNt1s°R°)N '� 20'-0" 5'-0"
= Total-ynamic Head GRAVEL B 32'-0"
TO PUMP
SWIMOUTS SPA WALL SECTION
(NO SCALE) (ra,.�, PIPING SCHEMATIC TYPICAL SECTION THRU POOL
CALL SCALE)
CUSTOM MOLDED PRODUCTS INC. 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
REUEF SINGLE CHWNE7 DUAL MW CMP 25506-32X VGB (Surface Area) (Average Depth) (Volume in gallons)
ED IN VENT LINE NOT TO BE PER FRC450E6.e COMPLIANT 32" CHANNEL DRAIN 2. Determine Flow Rate: XXX gal / XXX = XXX + XXX = XXX
XCEED 1'
X SHELL FURTHER THAN 40 R COMPLWIT wlTH (Volume) (Turnover Minutes) (Pool now Rate) (Feature Flow Rate) (System Flow Rate)
- FROM POOL 25' MAX ;P- 2017 FLORIDA BUILDING CODE Determine Pipe Sizes:
TO J �� WE[ LENGIH LT(R 1.50D TO ASMFJAN9 A112196 Ll
Trunk Piping to be 2_5 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System now Rate.
H DRAIN PUMP PUMP Return Piping to be 2.5 inch to keep velocity 0 8 fps max. of 117 gpm Maximum System Flow Rate.
TO 'ir.•�..�,: - = ' AIR .5 POOL Main Drain Cover( SEE -ABOVE) System Flow Rate must not exceed approved cover flow rate.
:., .:.. - .., -. 32" CHANNEL DRAIN AND SUMP
VENT , !:?�- CHANNR `'.'.k: r - MEM (Make andModel)- -See Engineering Page for Drain Configuration
,,. t. 25506-320-000
DRAIN *THREE 2' SOCKET x 2.5" SPIGOT PORTS 2.5" SPA
ToyMVN � - a t' , ++ *DEBRIS GUARD INCLUDED Pump Model PENTAIR SUPERFLO VS3050 H.P. 3
:.w..;:• .;.s-.. *38.79inZ OPEN AREA Total H.P: H.P.x satire below. 1Hp. or mom must be2speed a variaM®speed
lAMPO LISTED FLOW RATES Filter Make PENTAIR C&C Sae 150
'WHITE PVC BODY
L::A
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP Flow min. area based an 6hr. toaaverbx rate pool gal. 13M mia=Flow NO
Divide G.P.M. by Cartridge =.375 a Send =15 a RE = 2
MAIN DRAIN The maximum flow rating for this suction filling with the center part plugged and outer ports Time Controller make ON PUMP Motel - - - - - -
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 r Controls must operate a mNmum of own speak.
(wall) rg p g atng for Ulan suction Ttw ovenWSrwttomEeDdmenamW a24 VAicheverisim
POOL DETAIL SPA DETAIL fitting with the eater ports plugged and are center pat open is 200 GPM (floe) 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.
IS COPPER
OUTSIDE ANGLE OF REPOSE TO GRO
6• AND FORMER - 4- THICK WALLS W//3 REBAR 012. O.C. EACH WAY
3' TO 6' - 6- THICK WALLS W/I3 REBAR 012- O.C. EACH WAY
Cr TO 3' - 8' THICK WALLS W/I3 NEWw12. O.C. EACH WAY
HORIZONTAL INSTALL
9 ft.
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 gpm 0.06'
82 m 0.10'
2.5'
88 gpm 0.05'
17 gpm 0.09
3'
136 gpm 0.04'
181 gpm .07'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
1534 gpm 0.02'
712 gpm 0.03'
ft.
3 IL
Determine Pipe Szes: SPA JETS ONLY
Ili COPPERPT
Trunk Piping to be 25 Ina to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
I
TO cRID
Return Piping to be 2.5 in h to keep velocity 0 8 fps max. a 117
p g p ty p t__gpm Maximum System Flow Rate.
VERTICAL INSTALL
Main Drain Cove SEE. ABOVE
r( )System Flow Rate must not exceed approved cover flow rate.
3
� 3
(Make and Model) See Engineering Page for Drain Configuration
`"
�; a0•
PoolBond PB-2008
PENTAIR WHISPERFLO
OC,,`1
Q
Install in Plumbing T at least 3" Below
Pump Model H.P. 2
2F
Water level in Return Piping.lnstall
Total lMakeP.x seryce fadoci aurae mustStle ed ble speed
OF
• tv EXCAVATION INTO ANGLEX REPOSE IS
in sprinkler box for easy access
-
Filter Make N/A Sae --
A
Filter min. area based on 6hr. luminerflow rate pool get 1360 min.=Flow Rate
G IS SHORING SHOUPROVILD
VV FFI SNORING 6 ISECURED AT EXCAVATION EN AND OR SETT EMENT.D BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
Divide G.P.M. by Cemitl¢=375aSend =15aD.E=2
;'
•• ; j' • NO UNDERMINING OCCURS OR ENGINEER APPROVED F ANY DOES
• GOMPACRON TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
WATER BOND DETAILS FOR
Time Controller make N/A Model ------
PRIOR TO THE POURING OF THE PATIO
Controls most operate a minimum of two speeds.
I The highera override is ran to exceed one normal cyclea 24Ina wNchever is less
NICHLESS LIGHT SYSTEM
POOL PATIO
MISC. NOTES WATER LEVEL
1. ALL SIEPS NO SWINMfF BENCH EDGES -v }r. 4'' }'}:• :•�
WILL HAVE 2x6 CAPBLE BORDER OF OPPOSITE -�'"t•,
COLOR OF GEM FINISH FOR VISIBILITY
2- HANDHOLD To BE INSIADED ARE WHERE
DECK RASED +6' ABOVE POOL ._;:.; 12 VAC FROM
::� POWER SUPPLY
`�IIII1111//7j7
`�J`NpALL
`��� Q•P �N C E N gRW
�
f0' MINd- :•y.y SIZE AS DETERMINEDMWALL IIdceaseNal$212 *�
... z BY LICENSED ELECTRICIAN = 18013Iazelwoud Driv
_.•4. UNDERWAILI,LIGHT
5-27-ZOZO�.�fcreme.
•. -. - I• DESIGNED FOR: 2)20 oP : ?��`�
POOL FINISH Y CONDUIT PVC
O•'
¢. STEP DETAILS -�
a ` t. HEADIS MN OF 10' WIDE r : SCHEDULE 40 PVC SLEW
GREATER THAN 12' EXCEPT IFIM CUSTOM POOIS
REVIEWED FOR
***ELECTRIC NOT INCLUDEDr**
2. RISER NOT NO BONDING MARLG iYlrlCw7IDENCE
3. AL SfFPs TO 0E SOLD GUNK 30W P.S1. I'
MORE THAN (3) TREADS ARE USED •-' -' OR GROUND CODE COMPLIANCE
REQUIRED 3�1g NW RALvI.LIFFE RAY RFA'AR®BY: SHHF�CC:
ST. LUCIE COUNTY PALM CITY, FL STDER EHORST Z
DR
STEPS NICHLESS UNDERWATER LIGHT DETAIL BOCC DESIGNSERVICESwD SCALE) (ND SGALD (772)201-7846 horsLsteve@yahoocom
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 gpm 0.06'
82opm 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
6'
534 gpm 0.02'
712 gpm 0.03'
� PENTAIR
TDH CALCULATOR
IM-MARLEY-HIGH
- STEPi'.
PooLsvEn
- STEP2
s.c'.narn
SEEP 3 OF 3: TOM CALCULATION
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,
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war Flew
atuar b
107,30 GAUMIN
NNltam '', 70.41 FT
RNtltamat
Rmrn6ertMp
70.41 FT '.. '..
,.
Elea RaMatSelado NMIMM: Ia." Oe*WA l ..
"' 3P The �;evMu« rM-MARLEY-LOW
TI: nibrmanm Yea wu PNvm b raw amwls k9EaAal9dmil^e Pm1 aN 5p E«2V Ea1tin+Y 9s W N `MAaa rammmre d 8e mv®6n d Pod ap 5p,
PrraaYao41.E'a+ 1E"¢:htP%,dtlrc Mnlm NaW VIAmOiY NLWMSP/Ift. W bLL1MhlMdeObrYtwmancn WI G4mvsYWJamuneaW a'm44
w�u mz urgapspPtcma ax, aamaa oven: m b r.e,'m, a w..rapspmra.
1. 4521: CalPdabed pool wMne
a. Gam: 12500 ; i. 121501) Person,b. fakWted6dbm:(surJxe «¢o)x_(areogedep,h/x]ae /ed/jr'31= _
2.45.L1: Calculated Anna nflux rate
!Pod wlxne n 360 «36ppm w6kMvx iz brpa)
3. SSS.1: Pipesidng:
a. MinNadla Minimum sun Pipe nely L. 1.5 ind�
IFnerfMfmdkalppe SiRfmm ]Mkl wiNa6Jps/b. wax�l,Neamevmve Wnihm3.l
A Minimm us lIkn branch Pipe eiamd« 3b. N/A Inch._
Irdmb.: rtemz._rwml�PYnmvgzs_/amoir/=6md�fiwsme�µ
Gln,h fmalb,AK xY from ]obkl ea6a6fmlba[vpnlYrlxa�evmmda lFe�
waumdoM/wwrml
s. Mirixnm nature I, diameter ,c 1S bndxs
ramrue mmamyx aaepmm]dx,.abweTxpawsxa+b Meraammmdm4m zJ
d. MMimxn K l bmmli dpeaanMar 3d. WA inches
(oal: rrm z. -Tame)
rtWnbmrhfbamm<a M1az_(aamaN=6YmmAamk-reomt
era ne.:m plc ym ]aakl wnPafp,Jbwmomrmesmewmmnwra hWeY
woeaj
mxj
a. g5A.1: Rnerrypeand slu:
a. fAtr tyae:(Oat"noe, M,,Sxd) all, Callb. MhYmxnpW aru 40. SO
(cwlvbtrirmz_txnrl rAorTmw_APn/p^zU
mr+taarewnsapeaaa sw-,s. aom,xmmu rmaR:
S. SS.a2: parkwashsalee: _Yea. %NOT 5 Wes
A i,N
twaa xwa Ybaaww woe,mk.maAdazmasmz.maYrraese6axrl
Inner rr.vi tr r zs-
wwa.Nap. : m ,m sm m sw
axxs•r
6. SMpeaeeetl on vlendon Iwhen used):
ssv, sac. rover+«�owmP.wn,wna+�o...ues>i�.xmamwx.. Lamw�x,raro rmnue wrExa
omae.
a. Pump model `p, NM
b. Treathorsepower pa WA _
). Mind-sPecM pump seNaion Iw1an used):
§i}].1: Pwk l ],a'I x/Ns m ki; Rkf n prep' frvn tla AMa Ma o fief.. gpnfbry epy ro irm 2 w ks.
as.+,:wahnapzmaasormore.set�iwsm•hmaerooeox wm.oaz-eapmAwewmmamzo.s� pz
'MYnyadpmgsmxtmamewzauadmwzahpaow�em:eeeet PENTMR
i Pxryrexdd h MTELLiFLO VS
b.RanPfver A Inner
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a/ens arID/ayss/xx-sssmawawnxacmmmarPeEam tdz
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
I
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h
oversell
or ««d even
1.
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not":
nxo.ptwe,;
aaam/dTaxamE
axpabbatx
JM CUSTOM POOLS
owxg:
marBanoaPxpxe
area-28-20
saucN
0.0.1.1
Nea[erhx no pibl light
0.0.12
ReadiM a«emibk onoHswnchmwmedrtside « of de, heater
X
HeHeenan,Na
demicresisbrBebeamMUNemfor ingroxiA spa wiN dghtfittY�M emerwitM1 gb
ELECTRICAL EgUIPMENT WIRINGND , GROUNDING AINSTALLATION MUST
CONFORM TO THE 2017 N.S.C. AND APPLICABLE LOCAL CODES
SO" 11ffiS It 8'8e HIGH It 98" DEPTH CLEAR WORKING SPACE IN
FRONT of ANY PANH[. BOARD PER uozo(s), uo.zo(z)
AND 110.28(3) OF THE 2017 NATIONAL ELECTRIC CODE
ANClpti-GOX(s,
W O 8
IAO,E POOL OUa(
ko�su
I%INOIIBN11ER PIaOFOF,
nosy xM ff aagEJ-i1zN
INN20fR011NOL1/z• Cfg1mNEEDGE Na car
NRIW s•aPDaEDGE /g mla aPPDE aEeTO EIPOTENlp1N.E.C. 2017 SEC. 880.22(CgTOt
NNE TO Gapm
ELECTRICAL DETAII,
NOTE: ALL ELECTRICAL WORK SNAIL
CONFORM TO N.E.C. 2017 SEC. 600
STAINLESS STEEL
(SAM&H HANDRAIL
FOR
LADDER)
- INO101t NM
Is wn caPBR
_ B]Ia MO pin
aPRarm neaps
je Sg1D fAPPER
� Boxo Nrd motor
aPPRmm a9uas
NICHE 1-1e sou 8NE (uPPFR
18"MIN-24'MAX CIA. PDeIERR BNa
MIN N'PIaaFD
Ola1Ps 4• TO 6• BElON
SUBS BOND TO
LPaas AT Inrnpw
1_Ig Ala gwE CWf•Dt
BOIa NRE M0" ePPlA7u➢1
NwIE Pons ••oND To
POOL SIFFL
EQUIPOTENTIAL BONDING DES
PER FLORIDA BUILDING CODE ADAPTIT
OF THE N.E.C. 2017 SEC. 880.28
> PENTAIR
TDH CALCULATOR nM-MnRLEY-SPA
STEP t STEP
eWLSPFCIE1C11paE SELKlE01Xf11ENi
STEP 30F 3:TOH CALCULATION '.
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ixeamMwVl
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all
IDesired Operation Point
WNliih
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ID
FOR
CODE COMPLIANCE
T. LUCIE COUNTY
i B®VC
FL
JM CUSTOM POOLS
MARLEY RES
ENCE
3018 NW RADCLIFFE WAY
PALM CITY, FL
Rapv+rrzP ac
No.68212 =
good
FL 34;' k
ll&Tit13'E OF
***ELECTRIC NOT INCLUDED***
mEFnxl;oBY: _ SHEI
STEVE HORST 3�':
DRAFTING &
DESIGN SERVICES
(772)201.7$46 6orst,steve@,ahoorcom 3