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2"-- 514(JfsP4ER
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CODE COMPLIANCE
ST. soc ® �
POOL SPECIFICATIONS
Max Width
I(Pt Max Length 35�
Min Depth
=Co`= Max Depth 6;
Perimeter
jpa.= Area 64t1=T
Elevation
FIOLD SJr Dirt from Exc. LFAIIF-
Returns
Lf Vac Stub %/E$
Cleaner
Other Plumbing LF-D L'st? 3�LFR
Fill Line
NC= Overflow NO
Tile
as X a' Step Tile YE.5
Cantilever
FVO Bullnose YE`j
Raisebean(s)
- -
Lightc>
»sr sJ Transformer
(e�}P.D PUO =�atw7 p d
Jbox
3 Timerp
Automatic Controls j-AVrEL?Fi{f� '7JLf3?l�% PFfosl��
Patio Type
ID4I/ R&
Sq.Ft.
$18!6QF7- Color away> Rj CNd(GJ
Existing
A30 sq. Ft.
Footers
YL-6 vv/steel #5 YES NO
Termite Treat
K) C'g
Interiorfinish
GEM
Pump
'PEA?rfi41R H.P. V3$06c:l,
Chlorinator
YES NO TCgZ> 6N4. -
Bench
YEJ Handrail X)0
Gallons
I& 100 Tumover Time Hrs. 5Mins.
Cleaning Kit
DELO A`E
Heater
IR4 '2,e I+{i�or✓$'�$iYt3
Foimboard Survey QDS NO FOOTER
Final Survey
YES NO - -
Compaction
YES NO _ BAZJ j
CQMMENT-;
d
ALt. AIa F VCF tk 6ATE,.a`
JOB SITE
2,4 vto � y�(p1,0 J c A YESc NEg
6-7T-kVD%,4d tLrER
FT, PI E CCI FL 9 a
CONTRACTOR
JM FORM & STEEL
INCORPORATED
dba JM CUSTOM POOLS INCORPORATED
#772-486
L c #C1 5$LI56
06-09-2020
X21
M. Randall Rodgers, P.E
FL Lic. No. 68212
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634
NOTE ROM CRATE a BRICK YC PER FL MN SLOPE
IW11 POW HIM FROM MAIN COPING
OM & ATTACHeE WHENAF HAUX. POOL
UNIP
lHFN E//PIW1G PaGL 6':6- TU ` ','..:. •.�':mot <
-PQoi construction complies with FBC 2017 ANSI-7 ANSI-15 GRTTE SHALL BRICK PAVER PATIO
BE S-TURED IN :.
ater Barrier
Max ply8ft/sec as per FBC 2017-R4501 it3 >, CUSTOM POOLS
THAT TOOLS INNS 41¢' TYP. WALL-3,000 PSI GUNfIE .`,',. `. r •,a "�.
JM
-fool Barrier to comply with Section R4501.17-6th edition FBC �, REouITTm
-Skimmers comply with F8C 2017-R4501 21 2 FOR REMOVAL - srm.-ra FORM
-Soil bearing capacity assumed 2 000psi 095% compaction OR KRAFT WALL
-Equipment foundation 3'x7' conc...slab min 3 5" thick our in 3,000 ooR12
—P 'TRENCH DRAIN GUNNE I3 0 FOR O.C.B.W. • • CPC 14 5 8 4 5 6
place or approved Hurricane Rated recast equipment OdS NOTE FOR DEPTHS
PP PP 1; GREATER THAN 6' ADD
-Water Heating equipment to comply with FBC 2017-R4501 P°� , .; - ' ` (1)I3 OOVE BAR 06• G.C. PAVERS
GRAVEL B t �r
TO PUMP 12
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(ND SCALE) (NO SCALE)
18 CO PIPER 7
AD G1m
WHEN PROMIDED DECK 1 ROW OF WATERLINE TILE
SHALL BE AT 20" MAX PRESSURE GAUGES INSTALLED I ON HEATER FILTER
BELOW THE FILTER PUMP FOR FINAL INSPECTION CHLORINATOR
IT IT THU
HORIZONTAL INSTALL » ZOI
N MAXIxaTr
WATERLINE Pull
w/ � a 3 —6 6.-0»
t
v LEVEL n --T 1 :13EW.
6�
6' THICK
18' Ia G E% BY-PASS HEATER 3pMT ( am FLOOR ORS >dAN_Ll_
VERTICAL WWe3t
Vacuum (In HHe 1.13 Pressure (PSI) 231 -
Feet Of Headd Feet Of Hand THIN)5A3
n€ amr--... a O FNty
PoolBond PB-2008 ,� «__.� D
OPAM Install in Plumbing T at least 3' Below Potty- Y's'! cep( UWE I MES THEDEEP WA cxor
MU rxam 1 rpm M 7 mw
Vacuum Head + Pressure Head Water level in Return Piping.Install eEL DVO »
= Total Dynamic Head in sprinkler box for easy access C 7 —0 23'-0" SJ'-0"
35'-0"
5W (NO WATER BOND DETAILS FOR PIPING SCHEMATIC TYPICAL SECTION THRU POOL
NICHLESS LIGHT SYSTEM (tap SCALE)
POOL RATIO CUSTOM MOLDED PRODUCTS INC.
WATER LEVEL -_: ti'�; •yam ' �,.�,;;'i...�
HYDRO -STATIC RnJff •:'s:'�:. z: Lt.: ;'F7
DEVICE INSTALLED IN
SINGLE CHANNEL DUAL am Fr CMP 25506-32X VGB
PER FRC4501.t:s
AREAS THAT Exc®r COMPLIANT 32" CHANNEL DRAIN
WATER TAME IN SHELI :'..a; GOMPLVVa WaH
12 VAC FROM 2017 FLORIDA BUILDING CODE
_ •.� POWER SUPPLY
TRENCH DRAIN ME -i- a UM To /ANSI A112,19a
UNDERWATER
IJGFT32'
1" PVC
CHANNEL DRAIN AND SUMP »
2.5
CONDUIT
25506-320-000
L==
POOL FINISH
*THREE 2- SOCKET x 2.5" SPIGOT PORTS
ro awn ran
-I
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
2.5»
PVC*IAMPO
PENTAIR GLOBRITE-S :' tFIR SCHEDULE40 sLEFTE
LISTED ROW RATES
*WHITE PVC BODY
MAIN DRAIN
AMP 30 7 ;�%, NO BONDING
*COVER GOES OVER BODY TO GIVE FINISHED LOOK 10 PITS
OR GROUND
FUSION -FUSION PPROD - WL REQUIRED
The maximum flow rating for this suction rifting with the center port plugged and outer
MODEL G4/U
ports
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (flour)
POOL DETAIL
NICHLESS UNDERWATER LIGHT DETAIL
and 192 GPM (wall) when using 2' plumbing. The maximum flow rating for this suction
(Nor SCALE)
fining with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
(NO SCALE)
(wan) when using 2.5 plumbing and 184 GPM (flow) and 176 GPM (wall) when using 2' plumbing -
Pipe Size
6 fps
8fps
1'
16
gpm-0.14'
21
9Pm
0.23'
1,5'
37
gpm
0,08'
50
gpm
0.14'
2'
62
gpm
0.06'
82
0.10'
2.5'
88
gpm
0.05'
117
gpm
0.09'
3'
136
gpm
0,04 '
181
gpm
0.0E
4'
234
gpm
0,03'
313
gpm
0.05'
6'
534
gpm
0.02'
712
gpm
0.03,
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4- THICK WAILS W/13 REHM 012- O.C. EACH WAY
3' TO 6' - 6' THICK WALLS W/13 REHM 012- O.C. EACH WAY
V TO 3' - 8' THICK WALLS w/13 NERAR 012. D.C. EACH WAY
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 gal
s rt.
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: XXX got / XXX = XXX + Xxx = XXX
e Fc
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate)
Determine i Pipe Sizes: (System Flow Rate)
3 R•
T
Trunk Pipping to be 2_5 inch to keep velocity @ 8 fps max. at_117 gpm Maximum System now Rate.
Return Piping to be 2.5 inch to keep velocity 0 8 fps max. at T17—gpm Maximum System Flow Rate.
J• J: J
Main Drain Cover( SEE _ABOVE) System Flow Rate must not exceed approved cover flow rate.
3 g
(Make and Model) See Engineering Page for Drain Configuration
O��
Q`Q
OF
EXCAVATION S IN THE ALKAE X REPOSE IS ALLOWABLE HOULPROVIDEB
SHORING IS EXCAVATION AND
Pump Model PENTAIR INTELLIFLO VS-3050 N.P+ 3
SECURE IL OR SETT EMENTD
SUFFICIENT i0 SECURE SOILS FROM EROSION OR SET1lF1AEM
ER
DOM OR ORGINEER APPROVED FDOES
�AACEONNiESEST
Taal H.P=H.P.xsmim lepor. l H.p.ormommutbe2speedorvwMhlespeed
BACKFTTTD NATOW ARE PROVIDED
Flker Make PENTAIR C&C SIZE 150
PRIOR TO THE POURING OF THE PATIO
Fear mot anaa based an 6hc hmxv boa, rate pod gal. /9H0 min.=Flow RALe
Dike GP.M. by Cartridge =.375 a Sand =15 or D.E = 2
Time Controller make ON PUMP Model —
COnlyds must Wanda a mnimun of two speeds.
MISC. NOTES
,, .,\tit.
EU FOR The hiherspeed ovemde is not to exceed are namal 0or24h whichever is less
ILv! r 1-1
1. ALL STEPS AND SWTMWF BENCH EDGES
MILL HAVE 2.6 CAPPIE BORDER OF OPPOSITE
M
CO
\\\111I111/IJ
NNN ALL Roo.,
PLIANCE N o .,fi
o ,
COLOR OF GEM FRESH FOR VISIBILITY
2 MERGED To EE INSTALLED ARE WHERE
s00E
4;,,-T. LUCI
..
`� Q'P •"\C E Ng ••CF
- �
COUNTY
HECK RAISED +6' ABOVE POOL
70' MEN
R IC
IC NL! RLTWM t 2
4.
37. UCcme No. 68212 —
.:
801 Razelwoad Drive*
06-09-202(
FL34g82 :
%2O1L TE OF
DESIGNED FOR:
+.. STEP DETAI
> . 1. TREAD IS MIN OF ID• WIDE
2. RISER
iA� !�!�
IM CUSTOM O0LS
NOT GREATER THAN 12' EXCEPT IF
i
MORE THAN (3) TREADS ARE USED
YFS(,+IIEI� RESIDENCE •" TRIC NOT INCLUDED"+#
\.BEK RESIDENCE
3. ALL STEPS TO BE SOLID GUNK 3000 P.S.L
3411 S. INDIAN RIVER DR PWAREDBY: SHEET:
STEPS
Fr PIERCE, FL STEVE HORST 2
<ND SCALE)
R
N S R DESIGN VICES
(772)201-7846 horsuteve@yahoocom
,*PENTAIR
TDH nK-YEscamuGH
ICALtULATOR
STEP1 STEP 2
FOOLSPECfFICAT10N5 SELFCTF,OmPMENT -
STEP 3O,SF� 3: TOH CALCULATION ,
Peel Volumef9aealale CA1a.Gr'diem SuceeR Lift: t.5na
Turn Owr HAtumt: r.wlNwa -.
Mention Ftow Rate: 44.72 GPM } Naximam nowRde ''. 113.09 GPM
6ELE'pTNN
,,,.WRT#=
NIAMUN PIPEYELWIIY IFT/sECI
Sl1mMlOUitEr 8
NMN MUM
i
MAC MING LENDERS ins
lNtEr 52.00
MECRUi 8600
N
a.
11HCX RETURN
'� I
NI pEBREE ELROW
INLET 6
__� I
DISCHARGE 13
:�
IM1ELL10NL4R N-b
1
-.
S>`\
TEETflRWGH
INLET 0
o1scHARGE 3
(L.5"9 WAY VALVE
3
ULTIGTEMP
1
jINIELLIFLOYARIaeLE SPEED, V5KYR5. Vf.ORYSF 1
I
7
�1y* 0
,ae3rm+aTya:�a�.itn f. � �.
Flow Rah, 113.09 GAL/MIN
Head LM 68.00 FT
REWIREOMINPRIM PIPE512E
i
PBNP RPM
RoNRateat5eleded Pump RPM
11309
i Had Linsxsgected Pump RPM:
68.00-
I
SYSr'1'
RPM:
Pate
Reranithu PN: 113.09SAL/MIN
satmaxRowRateatMax 68,00FT
fill 121 IQ
-Clean System Curve -Pump Curve ■ Desired Operation Point - Clean System A Pump Operation Point 11
APSP&rn- cl Iow.o, �
ANSYAPSPACC 15a ENERGY EFFICEMY CCIIPWNCE INFORIMMI' ON FOR RE51ME L SWMMNG POOLS
PRp1ECT NAME:
pappREss
YE5CHEK
CONTM (N NAME
Anoao.RFss:
JM CUSTOM POOLS
WNER;
CIXYFRaCFOR PRONE:
PATE: 6-9-20
......r nn...vw.au. nmN W^rw rrx r.rc n�a.a rcarucrmer amr rvnvg •w mry air moor nrruerrr:Y ararmru nrrrmNcnrrrrrr lLLE nr IM KSWi[prl ar lUm aM ]IB
PMesvanaklAP�t. hNnvlpandNw AmetlCan Nadond Shntlard ANL/APSP/I[C ]Sit 2a11 butsirMudedfwinfarmapon wh.CwmacwsshuidawdreaM twnpty
wtt11 dNAN51/nPSPACC 15a2a31 stanEardwnidr [an bepurdnseE at www aPWarn
1. §52.1: Calculated pool volume
a. Gallons: 16,100 ;or
L 16,100 gallome;
b. Cakubted GNbnr. /surJvice weofX (average depth) X748(OoW3)
2. §5.2-Lr Calculated filtration flow rate
2. 45 gpm
-
(Pool volume - 360or36gpm whichever 6 fanner)
3. §S.S.L- Pipe sizing:
a. Minimum suction pipe diameter
3a. 2 inches
p'nrer Nvsmdkstpipe shehom iebk l with 9 E)psAowzepeary the samewmwe Wnhem 2.)
_
b. M4niminn suction branch pipe diameter
31ar WA inches
(Coknbte: hemz. _(Wml^ecewb P(pes.__(wmntdyl-bmmAJbwmce
Enter the imelkstppe sfmhpm TOUR 1'rsith a 6fPspow roI1aCIN'the mme wmore coon toe rakeloted
nxtbn bronrhpowrote.l
C. Minimum return pipe diameter
3c. 1.5 inches
fEnterW smalkstpoe sluham Tebk l ,In a eJpsJbwtopocitythe samewmore thon into T)
d. Minimum return branch pipe diameter
3d. N/A inches
AiRcdROPRem2. (gpml*erartch s lguontiryl=brwrh/bw rare fgpm).
-
£Mtn lhe.Mnplksf ppe5vs f/am Tebk 1 with o BJpsJbwcoporifydwsamewmere men the cakubred
rmwnbmmchJbwrwe.)
4. §5A.1: Filhx type and she:
a. Fdte,rtype: (Cortridge, DE, Sand)
41. CART
b. Minimum filter area
4br 119 Sri it.
lmkvwte rtemz._fgpnl "fNmJwror f9PMt"zll
fdhrNccors:fdhNpe-9.a>s. Sand=15, zlbfenrmous Eertl�z
S. §SA.2: Backwash valve: X Non
NIA
_Yes,
(Woenusage6wkwasowae rater rLSWt aJNem 3ew2iwMsrvhiehevers /wgtd
S. inches
-
Table Iiiiee°c
PN. she:
I Is
I r
I ss
I r
I a4'
I r
I r•
I r-
NOMn 10.01¢
]r
I ExI
so
I1b
vo
-
-
$;
NOMna1 GPNHa¢
5f
M
119
tit
N
]
{99
cal
6. Single -speed pump selection (when used):
For %ogle-speetl pumps wMl a [oW hwsepower0.99 wfaa, fYtl and ernes rO1RpI1i1R pumphomthe Pod P,
Database.
a. Pump MGM
b. Taal horsepoww
7. Mum -speed pump selection (when used):
*532.1: Pools I),(pO'adorn or kss, sekcipump'pom [he daNbose uiM aLlew-Agpmhowequol ro nem2wku
§5.12.2: Paoli ]lfm39dbrO a,more,.Y:krtpump•irons aw dwabeu wIM oCwve{gpm/leweaud to AemTwAss.
'MWN-speedpumps murthaveanespeed meted tlwtsotsfres uro re9dremenc
a. Pump model
b. Pump flow
053.2.1, 53.22: AAP%sx k CtvwA or Cgpn jbw WEM vI dwobae)
3/17/15
W
ANv/a3P/ICC-I5 Stallard Writing Cwnminee Form
bar N/A I_
fib. NIA
or
PENTAIR
INTELLIFLO VS
7a. _
7b. 70 OM
1 Of 2
Cam nerd
Secewr
Chrc
4.4.1.1
Heater has no pilot light
4.4.L2
Readily accessible on -off switch mounted outside of the heater
X
Heaters
4.3.1.3
No electric resistance,heating unless for hrground spa with tight fitting cover with R-6 insulation,
or for pool with 60%of documented pool heating trwn an -site solar or recovered energy.
4.3.2
Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0
X
5.1.1
Pool finer 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 to default to the filtration flow rate when no auxiliary
pool loads are operating within 24 hours and programmed with temporary override capability for
servicing.
X
Pool systems
5.3.4
Single -speed pump controller capable of operating pump during off-peak electric demand.
NIA
5.5.2
Pipe before pump has at Last 4 diameters at straight pipe.
X
55.3
System installed with solar, or setup for the future addition of solar heating equipment by
installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built -In or
built 1p connections, cardedicated pipe to and from the pool.
X
5.6
Directional infers for mixing pool water.
X
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REVIEWED IFOH
CODE COMPLIANCL
ST. LUCIE COUNTY
Ronc,
DESIGNED FOR:
Ill CUSTOM POOLS
YESCEK RESIDENCE
3411 S. INDIAN RIVER DR
FT PIERCE, FL
11111111
ALL R4
CEIll;
,p.W618212
NW Drive*
FL 34982 -• 1
t-/a7vmfj4y,, kI_ `l01
n1n111
***ELECTRIC NOT INCLUDED{**
PREPARED BY:
STnRA�FfIlvOGR&ST 3 /
DESIGN SERVICES
01-7846 horsLsteve@yahoocom