HomeMy WebLinkAboutPool Specifications/I PLU0(131Xb my"
2.5"-- MAbVDt 111---A ---01-
2"- 5610MER --A' --S —
2" VAC l.(voitG Y'- y
2.5"- (N)RETA105 A R ---
m
0
<-
V
St.
POOL SPECIFICATIONS
tax Width
I a� Max length gt
fin Depth
` Max Depth
erimeter
7 q' Area 2xo5` Szz FT
levation
Fl16LD 5E7' Dirt from Exc. LE:AV_
etums
Vac Stub YIF°.3
:leaner
ether Plumbing
ill Line
ND overflow �d
ile
toy t x 4p ' Step Tile YE3
;antilever
YE Bullnose ►JO
ta'isebean(s)
— —
Jght
3WIV Transformer -6co�%
box
'J. Timer N>
automatic Controls :A>TE1_1j39I&)4T CoAXrRaL
"atio Type
CC> RJ C R if T
Sq.Ft
Color D A6 GitDIGE
Existing
yF5 Sq. Ft.
Footers
yr 6 w%steel #5 YES NO
Termite Treat
YE.5
Interior finish
Grip"
Pump
f71FAn I R H.P- V 6 3D 50
Chlorinator
YES No �!R G.7'
Bench
Y,5 jJ Handrail N 0
Gallons
9,400 Turnover Time Hrs. Mins.
Cleaning Kit
VELWE
Heater
"D Size
Foimboard Survey eo NO pRT f
Final Survey
YES NO
Compaction
YES No OACKFI LL
COMMENTS
WA-CLA
JOB SITE
pQytd 3ar4h �les'c�sl t
1 ►ver PQX "ye-
FT• ?;0rCC 58a
CONTRACTOR
JM FORM & STEEL INCORPORATED
dba JM CUSTOM POOLS INCORPORATED
#772-48"821
`��``N�p,LL Ro0`,�,��
' G
Lic.#CPC1458456 .` P.• e
02-16-2022
ter: �,u•
y;/Ito �1t`
; Pp.. TAT OF
�i�'•F�0R10 P:•'•\���
�N"'810NALEaG`�.
M. Randall Rodgers, P.E.
FL Lic. No. 68212
ONE16 Engineering & Consulting, LLC
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634
-Pool construction complies with FBC 2020, ANSI-7. ANSI-15
-Skimmers comply with FBC 2020-R4501.21.2
-Soil bearing capacity assumed 2,000psi @95% compaction
-Equipment Foundation 3'x7' cone. slab min 3.5" thick pour in
place or approved Hurricane Rated precast equipment pads
WHEN PROTAIDED
SHALL BE AT 20' MAX
BELOW THE
WATERUNE
SWIMOUTS
(NO SCALE)
. ti ,•, 1 4
O
N
Vacwrt (in Hg) X 1.13
Fee[ Of Head
eh
IV
Pressure (PSI) X 231
Fat Of Head
Vacuum Head + Pressure Head
= Total Dynamic Heod
tPla„a7f�fiii;l
POOL DETAIL
(NO SCALD
OUTSIDE ANGLE OF REPOSE
6- NO RWM — Ir THICK WAITS w/f3 RUN elf O.C- pW MY
3- 10 G — G THICK MIS W/13 MDR elf O.C. UCD W
U TO S — ✓r THICK ,HIS 111/13 RUN 012- O.C. R N MY
O�
IXCAVATKRN INTO THE ANGLE OF REPOSE G ALLOWABLE PROVIDED:
" SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
Qt' SUFFICIENT TO SECURE SONS FROM OW-40N OR SETILEMENT
" NO UNDERMINING OCCURS OR ENGINEER APPROVED E ANY WFS
• COM.PACTKN TEST OF THE BACKFN LID MATERNE ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
MISC. NOTES
1. ALL StEPS AND SWUM BENCH EDGES
WILL BALL 2.6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM ONISH FOR VISBILP
2. HANOHOLD TO BE INSTALLED ARE METE
DECK RASED +6` ADM POOL
r 4.
SU DETAILS
1. TWAO IS MIN OF Hr WIDE
2. RenOM & TOP RISERS MAY VARY IN HOW
3. RISER NOT GREATER THAN 12• EXCEPT BOTTOM
STEP WHERE DEPIR IS 4' OR GREATER
4. ALL SIEPS TO H SOW GUNITE 3000 PS.I.
STEPS
(NO SCALD
NOM REMOVE GRAN x
)r PER Ff toN SLOPE
WELL PONT PLUG FRBF MAN
BRAIN & ATTACH AUX. RWP
HIE WHEN EIIPIYNiG POOL
OMTB " M aw' 11E
WROK APPUDKE•:._. •.r ...y-.t _
6'xfi' TILE
GRATE SHALL
4' SLAB
BE SECURED IN
INTERIOR
25M FIBER MIX
PLACE SO
FINISH
4k' TYP. WALL-3,000 PSI GUNITE
THAT TOOLS
ARE REWIRED
FOR REMOVAL
SIED.—TEX FORM
OR KRAFT WALL
6' TYP. FLOOR
TRENCH DRAIN
3•000
13 ® If O.C.B.W.
NOTE FOR DEPTHS
.
GREATER THAN 6' ADD
TREADED _...
- :
i '.
(1)13 COVE OAR 06O.G
PLUG
GRAVEL
TO RUMP
_
TYP. WALL SECTION
& WELL POINT
(No SCALD
PoolBond PB-2008
Install in Plumbing T at least 3' Below
Water level in Retum Pipirlg.kdoll
in sprinkler box for easy access
WATM BOND DRTAM FOR
POOL. UGHT
ACTION WX
_ YARD BY
M� PAT�IO� EQUIPMENT
WATER LEVEL —, 1=-" ":- :'.'•�. •c"
12 VAC FROM
T POWER SUPPLY
UNDERWATEIGER BY r ;s7 LSUE AS DETERMINED
LICENSED ELECTRUM
POOL FKRSH e 1' PVC
\1-7
SCHEDULE 40
s
PC SLEEVE CONDUIT
:. NO RODGE
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(ND SCALE)
831
(2) #3 REBAR OR
(1) #5 REBAR
8it
FOOTER DETAIL
(No SCALD
CAVSWTQ' 1
190
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
CMP 25506-32X VGB
COMPLIANT 32' CHANNEL DRAIN
1 1 1.•.q - i, III
32" (HNW DRAIN AND SCRIP
25506-320-000
'THREE 2' SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUNm INCLUDED
'38.79inY OPEN AREA
'wwo USIED FLOW RATES
*WHITE PVC BODY
'COVER GOES OVER BODY TO GIVE FINISHED LOOK ID
The maximum flow ratig for this suction fitting with the center pat plugged and outer ports
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 rating for this suction
fitting with the outs ports plugged and the center port open is 20I GPM (floor) and 168 GPM
(will) when using 2.5' plumbing and TPA GPM (floor) and 176 GPM (wall) when using f plumbing.
FOUR &
WNER
JM CUSTOM POOLS
CPC1458456
NECK 1 ROW OF WATERLINE BUT
4'-0- WVDaxE
M711I 5'-6" toff 1111W
Ft00R � S--N���� f3 OR w If O/C EW �
Flaoa 201-SASA "E -- K THIX
REASONABLY UEGW um OMtl 11•
`f MW Its AROCIS 56 n
IBM 5sJ x
TYPICAL SECTION THRU POOL
(IA 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
0.10'
2.5'
88
gpm
0.05'
117
gpm
0.09'
3'
1 136
gpm
0.04 '
181
gpm
0.0T
4'
1234
gpm
0.03'
313
gpm
0.05'
6'
1534
gpm
0.02'
712
gpm
0.03'
Determine System Flow Rate: Minimum Flow Role Required: 35 gpm per skimmer
1. Calculate Paul Volume: XXX ft. X—X x 7.48(gal/Ft) = XXXX gal
2. Determine Flow Rate:(SurfaXXX �) tgal /e Depth) _ (VXXX m gallons) XX = XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Nate)
Determine Pipe Sizes:
Trunk Piping to be 25 inch to keep velocity 0 8 fps max. al 117 gprn Maximum System Flow Rate:
Return Piping to be 2.5 inch to keep velocity 0 8 fps max. at 117 gpm Moximum System flow Rate.
Main Drain Cover( SEE ABOVE ) System Flow Rate must not exceed approved cover flow tote.
(Make and Model) See Engineering Page for Drain Configuration
pump Model PENTAIR INTEWRO VS-3050 R.p. 3
TARP: RP.xswrm*kr.IRp.armaemstbe2speed or variable speed
Fitter Make PENTAIR C&C Stee 150
Filter min. area based oo 6hr. turnover 6owraepod gal. /360RNn. = Flownwe
Divide G.P.M. by Carbicige=.375 or Said =15 or DE. = 2
Time Controller male ON PUMP Model ------
Cereals nnst operate amininum of two speeds.
Tlw hMiw vwa�f mwriM k ma In ovrcM even �R � �.�n w., ..o.l..b.,.:.4,..
DESIGNED FOR:
JM CUSTOM POOLS
WESTCOIT RESIDENCE
5458 SILVER OAK DR
FF PIERC
L
RdOz��zi
♦♦J`NOALL
u
•:*
Ll@aveVo.AEJRS68j72
-tgpl Awlwvod Drive
02-16-202G�t� FL34
lT OF
Riot
'�ETECfPoC NOT INCtUUFD"' N��r
PRI"PARFD6Y:
SHfEVE HOW SI�r
DRAFnNG & 22222V
D GN SERVICES
>, PENTAIR
TDN
CALCULATOR
JM-W&STCOTT-HIGH
STEP 1
STEP 2
�SEGiF46"'IOI4S
SC{i 5DiaPidENi
-FP 3OF 3 PH. CALCULA-19N
c,.( SgE a 2`Wi
Pom1Yo1umelgrgWMl:
9AW.009anons
Suction UN:
1.SOR
iurnoverlfvmrsh
640bwrz
Fimmun FlweRrte:
3&00 GPM
Deign ReW Rate
106.30 GPM
MAXIMUM PIPE WLOCI" IFTXECI
! - "MGRAIN
t
mTAL PIPING LENGTHS IFT)
s
In lxcx RETURx
4
gei 90 DEGREE ELBOW
ir
Kx OR aD
i
�'+1�:
q:J TEE ixRW6N
aMriOly
�'•. CLEAn AMDttFAR
t
EX2.5'3WAYYA0E
2.
I9nELL YMIABLESPEEO,Ys W5 ,YF.MM
t
SHMONOUTM 8
01SCHMOE 8
INLET 8200
DISCHARGE 86.00
INLET 7
DISCHARGE 13
INLET 0
DISCHARGE 3
�5192ETOPROYOEAWa-WNPLLWTSUCrpNOUR.ErM M AMAMMUMAIiROME MRATEEWALT00RGREATERTNANTHE
FLOWRATESHOWNATTHEMAXIMUM PUMPSPEEO.BELOW.
21L1IPn^ 145 MuW' PFn2H
hold Pipag: 2.50
Dixhuge 2.50
PO4:
Purna spud at the Filtration Flew
2012 RPM
Rate
Had loss at the Filtration Flow
10.00 FT
Rate
A. TnE PUMP MAXiNUM ^>PEEC
FlowRateatMal Pump RPM: 106.30 GPM
Read Lossat Max Pump RPM: 70.84 FT
SYSTEM HEAD PRESSURE CURVE
BYPUMPSELECTiON
0 20 ID log lip 100 120 140
` Vo ume nT flov Rzte ICPM
Clean System Curve -Pump Curve I Desired Operation Point Clean System I Pump Operation Point
'� 1�PSP The & � `aE�ress onalss JM-wESTCOTr-LOW
ANWAPSPBGC Ift ENERGY EFFICIENCY COMPtLTNCE IWF MT" Point RE9GE LSWIMMING POOLS
PROJECT NAME:
AND
WESTCOTT
CONTRACTOR NAME
anohooREss:
JM CUSTOM POOLS
CONTRACTOR PHOTO: InATE: 2-16-22
a pepam Waeaese-u newema JW`AnvcMN an spa eneraY Ltrtlnry sand a VW" Cammnttea
MNesvwaNIAPSPI. nGnat Pan WMeArreriantAtiolnl StaIIGM ANSI/A3PACC-t5a lnll but is'vdWed(rc LxMmalulmh
with Die ANA/APSPACC-]Salon IIaMatl Warhm hepvdused rtwwr-apnPug.
I. 115.2.1: Calculated pool volume
lM RSWrnbOn or Pon" and
COMaclors ihwM aWwreaM evmpiy
spa
a. Gallons: 9,400 -, aT
1, 9,400 gaIlgngs
b. Calculated Gallons. sa.JI,e a,,.) X (average depth) X Z48 fgvll ta3) _
2.§5.2.1: Calculated filtration flow rate
2. 36 6Wll
(Pool volume a 360 or 36t3pm whichever ,larger)
3. §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter
3a. 1.5 inches
(Enterthesmoaewpipe sizef:am Tobk I with o 6fps)lawo ozay Mesameor nizoviiwr hemZ)
It. Minimum sNNon branch pipe diameter
3b. N/A inches
(CakWole: Azm2. _tRun)`araRnp6ei(gantAyl=6rpnrll)bwrah _town}
_
Emwfle.vmiatppet¢efi.Table, 1 of a6ADI fl. espi the some arrmre tiviii, kubred
saCbn hrvRhpwv raw.)
e Minimum return pipe diameter
3c. 1.5 inches
(fnM the srrwBatPbe tea. Tubk 3 with u80s)br copvcAy the name ov. Man Anan Z)
it. Mitwnum rebwn branch pipe diamebr
3d. NIA inches
(Cnlodme: Anrr 2. (Bpml- Brpnch Pipes_rWWtRy) � broahAlwroh_rgwn}
Enter the smvaYplpe sAeDmn labk t wNh a 8)pljbsraapaRy the smnv Armmemm MrmkrJvreC
retumbov IHAGrraOeJ
4. §SAA: Fitter type and sbe:
a. Fihertype: iCorhid;,4 DE, Stood)
41 CART
4b 96 sq. ft.
In. R§nk nfNW area
-
(Cakube, wo Z_Town)=1me./anw lgpnyJt•2N
FdM/aRYs: Canidle9-i3. SUW*1£tXAanaaaalwlA=l
S. §5A2: Backwash vahte: Yes, X No7
S. N/A
(Amen ushpv6achoushwNe, ImIW esu/fujAern3Ca2indesNYwt/Nwr sb gerl
inches
-
Taw I
Im..mm
Aex
1S
lzr
P
P
si
�Ppe
si
TIBS
r
I W
4'
A'
IF
IF
6At�
G
NBMnnIGPNW6Ra
M
AT
Sit
Ise
1B5
ZM
S14
5.O
Hainaut GPMg6M
1
M
Ile
ae
14,
31,
w"
Ttl1
6. Single -speed pump selection (when used):
4s.1.1, 5 3.1: For single Speed imw wAh a [oM hwserpNLr 0.99w1ess, find aM enter a [ilpRanl pamphan Me Pppi Pump
national,
a. Pump model
b. Total horsepower
7. Rkdb-speed pump selection lwhen used):
45.321: Pooh Il rqO gallon, or less, s tpnmp'fiwn dedvtobare NemaCMw-A grin pbrepmlmitan2wksa
§5.322: FOGS 111001 gaii ozmwe, set tamp•Jzmrlhedotv6merM aCwtcCgwn)bwemda4em2al¢c
'M AIEv al ed Pumps must haw ate speN 6sAed ehot mr la Rao mPleemmr.
a. Pump model
III. Pump flaw
f45.3.2.1,5.3.22: ApplimWeC AaCopm)bwi ed/ndatab )
Ga. N/A
6b. N/A
M
PENTAIR
7a. INTELLIFLO VS
7b. 40 W.G.
3/17115 AN4/APSPOCL-15 Sandard WrAing Committee Form 1 A 2
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENItAL SWIMMING POOLS
Component
Semi
Pemdrmnits
Cnc_
4.4.1.1
Neater has no pilot light
4.4-1.2
Readily accessible on -off switch mounted outside of the he
N/A
Heaters
Noeledricresistance heatingu mgrouml spa with tight fitting cover with R-6 insulation,
d.3.13
Or for pod with ocumented PDOlheattng from on -site solar or recovered energy.
4
Neater efficiency:gas/all fired heater efficiency at least 78Y, Heat pump COP M lent 4.0
5,L1
Pad falter pump listed in database
X
S3.1
Pod filter pump with total horsepower 1.0 or more is multi -speed
X
Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary
533
pod bads are operating within 24 hours and programmed with tempoarY override capabRttyfor
X
servicing.
Pod systems
53.4
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
System installed with Saar, or setup for the future addition of solar heating equipment by
55.3
instal ing 18 inches of horizontal o vertical pipe after the filter and before a heater, or built-in or
X
bundli connections, or dedicated pipe to and from the pool.
5.6
Directional inlets fur mixing pod water.
X
',rlT/is
ANSI/APSPACC- IS Standard Writing Commotw Form
e
go
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an
xND2 Rl�y+
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m ZM sRSK 3' O
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mU oo rn t �1M's O
w w
Ti
Z
z
/2' SHEET FETAL SCREW
1W X %C TAP CON
HEATER ' GALVANIZED ANGLE
BRACKET OR
PUMP/FILTER FRANE
(TYP)
3 th' min. THICK CONCRETE SLAB
• HEATER FILTER � -
a
POOL EQUIPMENT ANCHOR DETAIL
DESIGNED FOR:
JM CUSTOM POOLS
WESTCOIT RESIDENCE
5458 SI[ VER OAK DR
FrPIXIt Con /
PILL Rp0�777i�
NLR(y •:�
aXIe Na f2 -
a2etYroodDEBI
sce. FL '
T � i
"'ELECTRIC NOT INCL61AI
LLl
_pxta
PROAREDRY: SHEET
STEVE HORST -�
DRAFPING & 3
DESIGN SERVICES
(7 2)201-7M hnrst chm pRtNbwn It