HomeMy WebLinkAboutREVISION, 2201-0417, POOL SPECSOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT #v5
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
REVISI
�FORT PIERCE, FL 34982.5652
(772) 462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS Z I4°oji�
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
D
4625 S. INDIAN RIVER DRIVE
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
REVISED PLAN FOR CHANGE WITH NEW CONTRACTOR (JM CUSTOM POOLS INC)
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CPB1458456
BUSINESS NAME: JM CUTOM POOLS INC
QUALIFIERS NAME: JOHN M. MAY
ADDRESS: 2503 DYER ROAD
CITY: PORT ST. LUCIE STATE: FL
PHONE (DAYTIME): CINDY (561)309-23432
OWNER/BUILDER INFORMATION:
NAME: N/A
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
ST. LUCIE CO CERT. #: 26674
FAX:
ZIP: 34952
NAME: M. RANDALL RODGERS
ADDRESS: 1801 HAZELWOOD DRIVE
CITY: FORT PIERCE STATE: FL ZIP:
PHONE (DAYTIME): 772-201.1634 FAX:
SLCCC: 9123109
Revised 06130117
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OPERATING INSTRUCTIONS
MANUAL
"NSF CERTIFIED TO THE ASTM SAFETY SPECIFICATION F 2208"
MODEL PGRM - 2
CE �SF�
85dB Horn at 10 Feet
This product has been designed to aid in the detection of unwanted intrusions into
unsupervised pools. POOLGUARD IS A SAFETY ALARM SYSTEM AND NOT A
LIFE SAVING DEVICE. "This device is not intended to replace any other safety
consideration - i.e., adult supervision, lifeguards, fences, gates, pool covers, locks, etc.,
and some devices may not detect gradual entry."
CERTIFICATION
NSF International Certifies that the POOLGUARD Pool Alarm Model
PGRM-2 conforms to the requirements of ASTM F2208 - Standard
Safety Specification for Residential Pool alarms.
1. Certified to ASTM F2208-2008 for performance.
2. Certified to NSF/ANSI Standard 50 for material safety. Certified
pool and spa end use temperatures.
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0•• TATE OF •���
�i'C� • FCORIOP;•••\��•
M. Randall Rodgers, P.E.
FL Lic. No. 68212
ONE16 Engineering & Consulting, LLC
1801 Hazelwood Drive
Ft. Pierce, FL 34982 05-16-2022
PH: (772) 201-1634
AAd�o''
POOL SPECIFICATIONS
Max Width
I N I Max Length off'
Min Depth
-7jr Max Depth rj J
Perimeter
rj$` Area 3)U'SG2Fi
Elevation
FlEzn SET Dirt from Exc L.15441115
Returns
'-/ Vac Stub ME-$
Cleaner
Other Plumbing
L9V 00$04F-6
Fill Line
NO Overflow NO
Tile
(o" 40" Step Tile —6
Cantilever
PJ0 Bullnose YQ5
Raisebean(s)
Light
3Doay Transformer 3couJ
Jbox
2 Timer "0
Automatic Controls rUTF_Ll$Ryf�ttT CC>,JTROL
Patio Type
rRAV EXTI 0F_
Sq.Ft.
559. gFTColor OtAWE)Z& e/>D1C,4
Existing
Sq. Ft.
Footers
YES w/steel #5 NO
Termite Treat
Interior finish
GFyy{
Pump
Chlorinator
H.P_ V33v50
Y NO -;RL7-
Bench
Handrail NO
Gallons
7900 Tumover-rime Hrs./ Mins.
Cleaning Kit
VE-LOXE
Heater N0 Size _
Formboard Survey (29> NO F0b77-79
Final Survey
YES
Compaction
YES NO �t�CICF)LL
CCMENTS
L.EV BVj3VjZg
vr87QV9:
PATIO
Vo 071f ETL
W TAR ALARM
ER CODE
JOB SITE
+e A en
Fer i r
K(P: 5 5 �
�IQA Ra ver rs
, p�
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CONTRACTOR
JM FORM & STEEL
INCORPORATED
dba JM CUSTOM POOLS INCORPORATED
#772-486-0821
Lic.#CPC1458456
&R: MIX GATE &
BRICK
A' PER - � SL PE
WELL PONT PLUG FROM WM
COPING
i
GMN&ArrOAux. POOP
Pa
LINE MEN FMrIHNPOOL6'x6•
-
'•: x`:- `
—'-(2) #5 REBAR
1 -
TILE -
—Pool construction complies
with FBC 2020, ANSI-7, ANSI-15
ATE SH41
BRICK PAVER PATIO
)
_
V
—Water Velocity —Max per FBC 2020—R4501.6.3 8ft sec as
/ P
—Pool Barrier to comply with
Section R4501.17-7th edition FBC
BE SECURED IN
THATTTOSO OLS
ARE REQUIRED
INTERIOR
FINISH�P.
WAIL-3.� PSI�
'
JM
CUSTOM POOLS
—Skimmers comps with FBC 2020—R4501.21.2
—Soil bearing capacity assumed 2,000psi @95% compaction
FOR REMOVAL
TRENCH DRAIN
" .
6' TYP. FLOOR =
3,000 PSI
GU..
STEEL-TDX FORM
OR IwAFr WALL
13 @ 12' O.C.B.W.
_
NOTEFOR DEPTHS
GREATER THAN 6• ADD
L • •
CPC 14 5 8 4 5 6TRFAOED
—Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in
lace or approved Hurricane Rated recast equipment ads
P PP PNNE
—ASTM A615 Grade 40 rebar throughout
PLUG
(1)13 COVE BAR @6- D.C.
PAVERS
WHEN PROMIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALD
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
0 IV
Vxum (in Hg) X 1.13
Fat Of Hod
MAIN DRAIN
IV
Pressure (PSI) X 231
Fat Of !lead
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO -STATIC RE WF
DEVICE INSTALLED N
AREAS THAT EXCEED 1'
WATER TABLE IN StW11
POOL DETAIL
(Fa SCALD
OUTSIDE ANGLE OF REPOSE
6' AND FORM - 4' THICK WALLS w/J3 MBAR 012' O.C. EACH MY
3' TO 6' - 6- TACK WALLS W/13 MBMF 012. O.C. EACH WAY
0' TO S - W THa( SALES W/13 RUN 012' O.C. On WAY
T71 ,1I714FIR.`
I. ALL STEPS AND SWNOUr BENCH EM
WILL HAVE 2x6 CWTIE WHOM Of OPPOSITE
COLOR OF HEN FINSII FOR VtSIBIUY
2 H ANCHIOLD TO BE INSTALLED ARE WHIX
DECK RAISED +6' ,ABOVE POOL
QO
EIKiWAION Nm THE ANGLE OF REPOSE 6 ILLOWAHE FRa/DEEIi
ID
SFDRIS INSTALLED AT EXCIWAT10N AID SHOW SHOULD HE
SUFFICIENT m SEM W SOILS FROM EROSION OR SETILUM
• NO UDERINIM OCCURS OR UWAR R APPROVED IF ANY DOES
* OOIPX1ION TEST OF THE RAGWILIED MATERIAL ARE PROMED
PNGt TO THE POLN/D OF THE PATIO
I. TREAD 6 ION OF to- WEE
2 BOTTOM At TOP HIM MAY VARY N HEIGHT
3. RISEN NOT GREATER THAN 12' EXCEPT BOTH
STEP •ENE DEPTH 6 4' OR GREATER
4. ALL STEPS TO RE SOLD GUNIE 30M P.SJ-
STEPS
(ITN SCALE)
GRAVEL TO PUMP
TYP. WALL SECTION & WELL POINT
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 DETAHS FOR
NICHLESS LIGHT SYSTEM
Z_
POOL LIGHT
JUCTION BOX
ern
POOL PATIO
WATER LEVEL
-•- _�--- '.?z=,
z
-
12 VAC FROM
UNDERWATER
d-
POWER SUPPLY
LIGHT
SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
POOL FINISH
YARD BY
.-.z.. \— 1- PVC
.g SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(N3 SCALE)
12"
FOOTER DETAIL
(ND SCALE)
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINCE CHHAWEL DIMAL Dun1T CMP 25506-32X VGB
PER FRC4501.R6 COMPLIANT 32' CHANNEL DRAIN
OOMP1IVIT NTH
2020 FLOM RAIDW CODE
LIM TO ASME/AILSI A112 19B
32' CHANNEL DRAIN AND SLAP
25506-320-000
-THEE 2' SOCKET x 2.5' SPIGOT PORTS
'DEBRIS GUARD INCLf1DED
•38.79in? OPEN AREA
WWPO LISTED FLOW RATES
'WHITE PVC BODY
'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum flow rating for tfes suction Hang with the center port plugged od outer parts
open is 308 GPM (floor) ad 212 GPM (wd) when usrg 2.5' plumbing and 268 GPM (Floor)
ad 192 GPM (wd) whm using 2- phonhing. The naximum flaw mmHg For this suction
fatting with the outer parts plugged ad Me center port opm is 200 GPM (floor) and 168 (PM
(wall) when using 25' plwC" ad 184 GeM (floor) and 176 GPM (wall) when using 2' plumbing.
w HAIR &
WIR
DECK 1 RAM OF WATERLINE TILE
WATERLINE
MAX [
7
1 13 SIR 0 If O/C EX.
LEVEL FLOOR
FLOOR SLOPES
ame SLOPE auk a
WASOWSLY U11M AHED
COMPLY SIN ARna6 SAt
Htl i63
THE 201 a TH n_ma Emw
THE 9" BN wru
TU11YW5 THE us AXAAWS
Nar DO'[ID 1 W W N 7�
14'-0"
-0"v v r
C THICK
TYPICAL SECTION THRU POOL
(N3 SCALD
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
010'
2.5'
1 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 ftXXX x 7.48(gal/Ft) = XXXX gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: XXX gal / XXX = XXX + XXX - XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be-1-5—inch to keep velocity @ 8 fps max. oL 117 gpm Maximum System Flow Rate,
Return Piping to be 25 inch to keep velocity @ 8 fps max. at 117 gpm Maximum System Flow Rate.
Main Drain Cover( SEE ABOVE ) System Flow Rate must riot exceed approved cover now rate.
(Make and Model) See Engineering Page for Drain Configuration
Reny Model PENTAIR INTELLIFLO VS-3050 H.P. 3
TOW H.P: HPxs&vkebcmc I Np. a mae must be 2sped arvamblesped
Filter Ablut PENTAIR C&C Sim 150
FAer M Ann based on ft. tanwer low rate pool g@L 1360 non. = Riow• Ram
DM& G.P.M. by CwWdge =.375a Sad =15 oraF = 2
Time Controller make ON PUMP Model -
Cmbdsn aoperdeaminnu. wxtwo .
TFn Aitiw"ml r.omrb ie MN awnM Me rv.md.rinx'L Nun .AnnAm�.M-
DESIGNED FOR:
IRE CUSTOM POOLS
FERREIRA RESIDENCE
4625 S INDIAN RIVER DR
FT PIERCE, FL
% %pAN�P'LL Rod A�i�i
M P9t*ey1LR Dom. 2 :*
RticimNa6�ti1 M
xo *
16-2022
PREPARED BY: SHHEEf:
STEVE HORST 2 /
DRAFTING &
DESIGN SERVICES /}' 3
(M)291-7M �Laeve@y>�oom
�> PENTAIR
TDH CALCULATOR JM-FERRMA-HIGH
STEP 1 STEP 2
f90L 5PELIfKAiIOtiS SEIFCT mfoue., Y"
STEP 3 OF 3 TDY CALCULATION
Pwl volume lyllwsH
7V00. 00 galbns
su[Lion Or
Imft
Tram OwsI:
..N Mars
F.HIM-rtwr xa..
36.tin GPM
o.•,g„mo. r.Le
107.47 GPM
Setected Compnreots
.._A'lIT
N.INIMUM FpE VFLDC1lY1FTRFCI
SIICImN(Im 8
WSCWR6E B
x41N ORAIN
1
I m eL 11PINa Lrnsmz[Fn
.LET 36.00
OISCIMNE 76.00
1 /31Mn. RENRN
4
900Emorr an
INLET 7
r/m�
Jt2
vescsuxoe 13
mxEOR is
TEETHROUGH
INLET 0
�••'v
olscluaaE 3
OIciw..UcUi
1
<s or.e. ELeaw
wsn D
'xy
gscioRGE 2
IMTELLIiLn VgR14eLE 5PEE0. Vs•SVRS. Vf. Dx VSF
1
.L .E In rRUYtbE 1MPl"; SVCIIOH WI LEI CUVL4 WtIHA t NUM. NZOVE0 FLOW RATE EUJ6 TO ORORFA(EF IHAH THE
',. FLIIWR4IE SNOWN 4TTHE Ma%INUM fLMPSPEEQ BEtOW.. �
i IJaW MMMPN
AT THE FILTRATION FLOW P47F
Pomp Speed at RN Fdtrationflow 2007 RPM
Rate
Read Lass at the Filtration Ftow 9.33 FT
Rate
AT 9NE PUMP MA%!MUM SPEED
Flow Rateat MixPump RPM: 107.47 GPM
Mad Loss at Max Pump RPM: 70.29 FT
SYSTEM HEAD PRESSURE CURVE
BYPUMPSELECTION
,a��7' �♦� The Association of
l IPSP Pool & Spa Professionals" •W-FERRE[RA-LOW
AMIMMPSPALG t5a ENERGY EFFGIENGY COIIIYMGE IIFOIUMININ FON RES�EMMLSWMYRIG P'pOlg
aoauas
AOEInEss:
W CUSTOM POOLS
wlrx
r>ypR4croammre
wTF: 5-16-22
PrMutimaklEIPPSPL hum[tw1MtIV M,e•ian Mtional SLaWarC�•v+wa6ren�oortvxa•w+u...ugummnu.w nV �ss�mRnwrowamsW
sm 2ou a is iMNe4Ip :r.nrugn par. Tneraam 9uM amuke aM [mply
mat Me wee/AesPncc-ysp am t ml•daa wain on m n•wN4 x....yaLue
1. §5.2.1: Calculated pool voiume,
a. fiefurn: 7,900 ;.
L 7.900 gallons
b.Cakrbred GOlbnr. (sum[eweo)X_ (over Ge Wb)XZ48fgo( A3)•
2 §S.2.I: Calculated filtration fbwmn,
2. 36 gem
(Poal mum, : 360 or 369Pm wfllChEll m hope•)
3. §55.1: Pipe string:
a Minimum woman pipe diameter
U. 1.5 inches
X.1[ ()x smofks[gpe laf[am Hu* lw.6Jps}lownapacirr dezwrcamare 4bn Aem 2)
_
b Minimum waion brand pipe diameter
3b. WA inches
lCak b(:/1 1. -_(game-&am'll Pipe_ _IpVnOryl=bolMMfloV mte __ IN•nl
ft tat^ lks pipe mej[p�Tpbk}yjrlry6 fpsflpw[oOvilY11•-'swrenmue MJn fA'[pl:Wofetl
u Ibr. bon[l1 //or m<e. /
c Minimum return pipe diameter
3c 1.5 inches
(Enter(M snml 1111-frwn leak l-. a8bn X. asgac HY some.mere dwn. 2.)
_
d. Mmmsum rerum branch pipe i famert r
3d. WA bales
(CCPWore. ttemT (qpm): 6ran[h Pµps /gwnehy/=b.Y1,fbVmte_ (9Wnt
_
En1e,rM smplktiµyvsix from Tnh4 f.r(Fp BtpsJbw[ppppty LM urwo aedrum M'mkubtN
rerun onrrafowm@.)
4. §SAA: Fiber type and sire:
a. Fifter type:(Cartridge, of,!imW
4a. CART
b. Minimum fM[erarp
4b. 96 sq.R
(Eomwure: ¢emz fgpn)efnna.ror __IgpNlt411
liherJmors:[amNgeN325, Sand-]S, gv<mlaeepw Ewfa=Z
S. §S.4.Z: Backwash valve: X Mo7
IVA
_vas.
lssnm usxgae.svwsn wow, enu, xr,.t J4rmaL.2:Nrrswarne.e[sromeq
S. IrKt.
Tablet
ew--o
�000mmo®o
65'bde-speed pump selection (when used):
45.1.E s3.1: Far sblak gee0 pumps vaM a tool worroVer0.99.�,fail atl.Reracargrwx ernefialtt Lew Paul ILmp
rapbaw.
a. Pump model
b. Totat horsepower
7. 1MdN-speed Pump selection (when used):
4533.1: Pwli IJ,0.W golbm w less, sekctpmp' frwn Tare pu(oaose wMo[usrA gpmfbwe.mlmitemS •� ku
45.322: Pw41J,0pl9olbnsnr mnrr, seYtt plvnp'fi.n NV pprpayfe wiM p [vw4ClWmlbwepwlTp item : mL'ss
'Iuw.s.ea pump: m un np.e area sprealneee mnLlmufws rha.eawrel.m.
a. Pump model
b. PureNe Nor
I§5322.53 : Ipy4pbt Curer A. C gemlion aYm. Jomamel
vnns
ANWM9/KC-155faLLutl Wrpl4(opnneervin
Gb. NA I_
I
PENTAIR
INTELLIRO VS
40 gap
iot/
scup
ond
4.4.1.1
Neater has no pilot light
NIA
4.4.12 _
Readily accessible on if Switch inowded auf4de ofthe
Ncafns
4.3.13
Noelectric resutarxe healrngu ruerosRNa spa waft Est fitting cover with R-6 insulation,
or for with aumemed pod pod hlatirgfrom on -site solar or recovered energy.
Neater efficiency: gas/ell fired heater efficiency at least 78%, heat Pump COP at least 4.0
5.11
Pad finer pwp fisted in database
X
Sal
Pod fiber pump with total horsepower 1.0 or more is multi -speed
X
533
Multi -speed Pumpcontroller programmed to default to the filtration flow rate when no au diary
pod bads are operating within 24 hours and programmed with temporary override capability for
servicing.
X
Pool sKmrTs
S3A
Single -speed pump controller capable of operation, pulps during off-peak electric demand.
N/A
5S2
Pipe before pump has at least 4 diameters of straight pier.
X
SS3
System installed with solar, or setup for the future add inin of molar heating equipment ITV
installmg 18 inches of honzordai or vertical pipe after the filter and before a heater, or builc4n or
buiRwp connections, or dedicated pipe W and from the Pool.
X
SA
Directional mle[i for mixing pod water.
X
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