2020 Vela Norte Cir POOL20-0012 permit submittal_1Building Permit Application
City of Atlantic Beach Building Department
800 Seminole Road, Atlantic Beach, FL 32233
Updated 10/9/18
**AllINFORMATION
• HIGHLIGHTED IN GRAY
I IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept @coab.us ~
JObAddress:;'<O:;l.OV~--k:t_.Vt..o';+LL.-L/. CL+-I~-t~u~0 .-.::.1,,_
----~_r------------
Legal Description L-;;:l.;2.. '3t:-1 v'~f{-L-L.,LOvLL S<-c.-D[ RE#~~~~~-~I~O~4-=Y
-rt..4IC ;2;'5 v~L .::2-"1 E:... /)"~ Valuation of Work (Replacement CostYS 40/000. 00 Heated/Cooled SF ~ (p Non-He"tei~/~ool!ed.~,--=:!!. ___
• Class of Work: lltNew DAddition DAlteration DRepair DMove DDemo DPool
• Use of existing/proposed structure(s): DCommercial OOesidential
• If an existing structure, is a fire sprinkler system installed?: DYes 000
Describe in detail the type of work to be performed:
0, IlP
Florida Product Approval #, ___________________ for multiple products ct approval form
Property Owner Information ~i;;e iEf~~~, State PI Zip .2~6.::2.;2.._
E-Mail ___ ,---,--______________________ ~ ____ _+_+------
Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) ------------1--1-------
Name of ~_"'".,'
State Certification/Registration #
Architect Name & Phone# _________________________ ++-_____ _
Engineer's Name & Phone # -I'I~=---;-=-.----;-;=..,---------------__t__+._h"._----
Workers Compensation Insurer J.£!d.~~~2~::!..~~ ____ OR Exempt 0 Expiration
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no'work
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to requirements of this
permit, there may be additional restrictions applicable to this property that may be found in the public rec'Jrd:~ of this county, and
there may be additional permits required from other governmental entities such as water management state agencies, or
federal agencies.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done inlc0(npliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMEI'IOEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR : YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATIORNEY
;E~.t~:e~UR ,NOTICE OF COMMENCEMENT.
(Signature of Owner or Agent) ---.J:.:::::=r~~r.;;i-~~~~-------
Donna Rhea Lane
NOTARY PUBLIC [ 1 ~nally Known OR ~OT.'r1' OF FLORIDA
Wroduced Iiderltificatio~_~;;: C(l<1'WT1II GG332917
Type of p'ntifiCation: -:.-:..U~!(~~~~~~==
NOTARY PUBLIC
~ OF FLORIDA
M'i'ersanally Known OR CornmII GG332917
[ 1 Produced Identification Expires 519/2023
Type of Identification: ______ +-+-____ _
NOTICE OF COMMENCEMENT
State of_H----;:I=O_~_·~ __ _;_---
County of _--,'I=CJ....;UJI=:....=O-l--, __ _
Tax Folio No. _____ +-+----'-_____ _
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property, and in .c"brn."cP with Section 713
of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT.
Legal being imnrnv·prl· :-__ ----:_-:::--_-:;;:--..... ____ :----:---:",-_++--------
'-:;..~
Owner: _~~~::j!:::!r2~~~~:r:=_ ___ -= __
Owner's interest in site of the improvement: -~~~~~~-~~~l:!~~~~:!J~~::!--J_.l----::?~~??
Fee Simple Titleholder (if other than owner): ______________________ ++_c-_____ _
Name>: .-_____ ~--._~-~~--~~--~-.----~~--++~~-----
Surety (if any) _______________________________ ++ _______ _
Address: ______________________ Amount of Bond $ _++ _______ _
Telephone No: __________ _ Fax No: ____________ _
Name and address of any person making a loan for the construction of the improvements
Name: ________________________________ -4~r_~------
Address: _______________________________ ++ ______ _
Phone No: ____________ _ Fax No: ____________ _
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or documents may
be served: Name: ________________________________ +-+-______ _
Address: ____________________________ ++ ______ _
Telephone No: __________ _ Fax No: ____________ _
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice provided in Section
713.06(2) (b), Florida Statues. (Fill in at Owner's option) Name: _______________________________ +-+-_____ _
Address: _______________________________ ++ _____ _
Telephone No: __________ _ Fax No: _________ __
Expiration date of Notice of Commencement (the expiration date is one (1) year from the date
specified): -------:-----------------------~;;~~~~r:~:---. 51912023
THIS SPACE FOR RECORDER'S USE ONLY OWNER #-
)( ~!;o~::2M::o .. ~..-(;c-...... -:-)-:
Of Florida, has personally appeared -~':::..------+._\l_+_-~IT-....,....JI_
Notary Public at large, State of Florida, County of Duval.
My commission expires:
Personally Known: ----=,.,......,--~-------l_+_-----or
Produced Identification: _...c.:!,::J..<~:e:.. ______ ++ ______ _
PREPARED BY:
• i E~=~ACTA
A ' r y) j:.
PRO'PERTY ADDRESS: 2020 VELA NO'RTE CIRCLE, ATLANTIC BEACH, FLORIDA 32233
FIELD WO'RK DATE: "19"019
FL1410,042NJ I
BOUNDARY SURVEY
DUVAL COUNTY
TABLE:
REVISION DATE(S): {In:"\'o 7tl?1'D19!
Col C-2
R= 1325, W(pI-M) ,'?,::: ;325.00,(PtM) L I I~ 0'04'40" [ 55.00 (P)
N 0'07'55" E 54.94' (M)
L2 ~ 10"0 1'35' IV 29.00' (f)
N I OOCA'29" VI 2S.0G' (M)
13 S 3'49'10' E 24.99' (f')
L = 9 i .21J(P) ,9'. ! 4 '(.""1)
" ~ 3°56'49'(P) 3 °56'2t)'(M)
N / "21 '08" E, 9 /. Z(;'(P}
L lIS 73.96'(F) 73.:39'(M)
.0 = 3'//'53"(PJ 3"1 /'
N / "20'5{)~ E. 9 J. J 2 ,(M)
5 2<J 13 113" E. 73.95'(P)
52{J13D2~E. 73.98(M)
\
':;'
CD
.' • ;/.:)';' Al t ·, • -c,' .('.1f-.. " ...... -. .. ..
.... ~~\f',~ ••• .. 0~ 1)' .. ..
.. :" No39J~ ~ '".
e~~
. ;.:
5 t'J8u2 4'4 i· W I t'>0.52' (P) S 88'24'4 I' \II 1 G9.49' (1',1)
51)8'24'4 1'W 180.52'(e) .' B.R. (FER FLAil ; (Ii ,-,,:>
~; )'i' -: :;r-';-:, "
r ·~·' (~;I I ; ,<.)
'". ".. rE OF .· ..
I hOf(Jbi~~fy rtl!. . 1i!'l11l>1ll'l''Su'l'!f0ltt.e MlI10n described prope/ty has been me4e under
my direcli.£, 'ljid 10 1.1. bosl f!l'my ~edge and belief il is alrue and accurale representalion
of a survey lirSfV'.lI!I!b Ille ~Iff'~ of Practice sel forth by (he FlorirIJ 8oall1 of Professional
Surveyors 8 Mappers i~ 'tIt¥/br SJ-l1 of 1M Fiorida Adminisllillive Code.
GRAPHIC SCALE (In
1 inch = 40' It.
U .. 011 ". ,,,,,y ,""p""",,, QlMt' thIn )nt~nQf:od, W,II'\(I\Jt W,iUi!1l VHiIKAtion, willI)(! at lilt (J<;e('<. ';ole R\\.khrni Without ljJb!lity Ii) '"' """",mj
~h.!lI~ (OIl~trued to Giw: . 8t"t'M:1ru I than tho!.e Ceftif>ed.
FLO'OD INFORMATIO'N:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING
MUNICIPALITY ORWWWFEMtI.GOV,THE PROPERTYAPPEARSTO BE
LOCATED IN ZONE X& X-SHADED (WITH A BASE FLOOD ELEVATION OF NIA), THIS PROPERTY WAS FOUND IN THE CITY OF ATLANTIC
BEACH. COMMUNITY NUMBER 120075, DATED 11 /02118.
CLI ENT NUMBER: DATE: 07119/19
BUYER: TED L HAUSER
SELLER,
CERTIFI ED TO': TED L. HAUSEll
This is page 1 of 2 and is not valid without all pages.
POINTS O'F INTEREST
1. FENCE O'VER 25' DRAINAGE EA!5ElyIENT,1
Kerry Martin Pool Builders Inc.
1\ ~ /
28' 5'->
D: 5' ...... ~ D: 316"
1/
~ ....
t!n T
Residence ~iJ 1 1 ~~
Designer: Philip Brown
Address: 9740 san Jose Blvd
City: Jacksonville
State/Zip: A, 32257
Phone: (904)-262-2384
Cell: (904)-463-6578
Email: mt!;QQQ1@beUsouth.net
Altemate Contact: Ke[!Y Martin
License #: CPCOS3901
Owner: Hauser, Ted
Address: 2020 Vela Norte Or
City: Atlantic Beach
State/Zip: Rorida, 32233
Phone: 904-219-7230
VI
L,
V l; ~tV .(
,~v\
All Measurements are approximate
I lllave revlewe.a ana J give my approval to proceed with the Lnnstruction-04his-project.
~ . L 1 Iik«:,_",,,-(' C-tl,r.o.. . .t ' --:3/01-3 ik,';;:-'!--
X :)~ ~--------J/J],6r;;?/
Customer Signature Date
· .'.
ANSI/APSPt 7,2013 Specifies three methods for.determining the maximum sys em flow rate.
The following simplified TDH calculation is one of the methods specified.
Simplified Total Dynamic Head (TDH) Calculation \! ilor~sheet
Determine Maximum System Flow Rate
Minimum Flow Rate Required: 35gpm per skimmer (required: 1 skimmer per 800 sq t of s\!lrf. area)
1. Calculate Pool Volume X X 7.48 (gal./cubic foot) = 1/ £-5
(Surface Area) (Avg Depth) G,. (Volu BtGaIiOnS)
2. Determine preferred Turnover Time in Hours: X 60 (min / hour) -(...0
Determine Max Flow Rate %'65 / !HOUrS) b5 (Tu ~yerinmin)
3. t,..C> + =
(V lume in Gallons) (Turnover in Min) (Pool Flow Rate) ($yste :n Flow Rate)
4. Spa Jets: X GPM per jet = flow rate
(No of Jets) (Jet Flow) (Total jet Flow Rate)
(For Single Pump pool/spa combo, use the higher of NO.3 or NO.4 in the following calculations f r the pool & Spa}
Determine PiI!e Sizes:
Branch Piping to be ~2 inch to keep velocity @ 6 fps max. at \.3(., gpm Maximum Sys em Flow Rate
Suction Piping to be J. ,5 inch to keep velocity @ 8 fps max. at 1!l.. gpm Maximum Sy em Flpw Rate
Return Piping to be 2·S inch to keep velocity @ 8 fps max. at ~ gpm Maximum Syst m Flow Rate
Determine Simillified TDH:
1. Distance from pool, to pump in Ft: 3D I I
2. Friction loss (in suction pipe) in 2.5 inch pipe per I t. @ gpm = .6"& (from pipe flo" friction loss chart)
3. Friction loss (in return pipe) in 2.5 inch pipe per I t. @ gpm = '~(from pipe flm friction loss chart)
4. 36 X ,~ -J"q
(Length of Suction Pipe) (Ft of headJl fl of Pipe) (fDH Suction Pipe)
5. 3>0 X ,C'\S -;;..'f
(Length of Suction Pipe) (Ft of head!l ft of Pipe) (TDH Suction Pipe)
Flow and Friction Loss Per Foot 4.8 (Schedule 40 pvc Pipe) TDH in Pipin
Fi lter loss in TDH (from filter data shee '1 .<..
Velocity -Feet Per Se(;ond Heater loss in TDH (from heater data sheet 0 Pipe Size 6FPS SF"
... !> I 0 Total all other lo s 1.5" 3711pm 0.08' 50 ipm .14' ,-62gpm 0.06' 82 gpm .10' Total Dynamic Head (TDH 9. It-2.5" 88gpm 0.05' 117gpm .08'
r 116g m 0.04' 181 gpm .01'
Selected Pump and Main Drain Cover:
Pump selection :Pltk~ 4'66 -/Olf-L. using pump curve for TDH & System Flow Ra e
(Pump model and size in HPJ
Main Drain Cover .3.2<.:D:S C>\O I (System Flow Rate must not exceed approved cover flow rates)
(Pump model and size in HPJ
Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm.
Determine the Number and Tl1lle ofRe!juired In-floor Suction Outlets:
(Check all that apply)
0 0 +-3' -+ 0 suction outlets @ gpm max. flow (se note 2)
0 <;) 0 0 suction outlets @ gpm max. flow (se note 3)
pil l I channel drain @ ,31 &.j gpm wI .3 po ts (see note 4)
TDH Calculation Options
(For each Pump)
Check one J& Simplified Total Dynamic Head (STOH)
Complete STDH Worksheet -Fill in all blanks
o Total Dynamic Head (TDH)
Complete Program or other cales. Fill in
required blanks on worksheet & attach
calculations
o Maximum Flow Capacity
of the new or replacement pump
Notes:
1. If a variable speed pump is used, use the max
pump low in calculations
2. For side wall drains, use appropriate side wall
drain flow as published by manufacturer
3. Insert manufacturer's name and approved
maximum flow
4. See installation instructions for number of
ports to be used
5. In-Floor suction outlet cover/grate must
conform to most recent edition of ASME/ANSI
A112.19.S and be embossed with that edition
approval
6. Pump, Filter and Heater make and model
cannot change, and equipment location cannot
he move closer the pool without submitting a
revised plan and TDH calculation worksheet for
aooroval
Velocity -Feet Per Second
Pipe Size 6 FPS 8 FPS
1.5" 37 gpm 0.08' SOgpm .14' ,-62gpm 0.06' 82 gpm .10"
2.5" 88gpm O.OS' 117 gpm .OS'
3" 136 gpm 0.04' 181 gpm .07'
4" 234 gpm 0.03' 313 gpm .OS'
6" 534 gpm 0.02' 712 gpm .OJ'
r Clfltractors Signature
1\'12';'<;<'1 :r M fH"$"1 ,,
Print Name
Certification Number
Telephone Number
ANSII APSP I ICC WO ksheet
Swimming Pool Energy Effici ency Co npliance Information
Note: These Requirements Apply ONLY 10 he Filtration Pump
Maximum Filtration Flow Rat Calcu lations
Pool Water Voume~+ 360 =~ g m =fi/tration flow rate
Is there an Auxiliary load on the filtralion p mp? Y 1s_ NO ./
If so, what is the auxiliary flow rate 2:pm I
Maximum Flow Rate a6 gpm (maxim m auxi iary pool loads or
the filtration flow rate, whichever is greater.
The pool filtration flow rate shall not be 8re ter than the rate needed
to turn over the pool water volume in 6 hour or 36 gpm whichever is
greater. This means that for pools of less th n 13000 gallons, the
pump shall be sized to have aflow rate of 36 gpm or less.
Suction Pipe size @ 6 fps 1.5 inch
Return Pipe size @ 8 FPS / • .5 inch
Filter Factors: (Cartridge .375) or (D.E 2) or Sand l5)
l.b ~ . :!.15 ~-_ -c-c-.L7"l--: l ::---:-:-
(flow rate) (filter faclor) (minim m fIlter size)
Filter Make/SizePo~it.lu..r 10 0 q.
Backwash valve?Yes __ No~ (ify s, must be 2 inch min)
Pump Selection from APSP database on Cu e A (l~SS than 17000
gallons) or C (greater than 17000 ~1"I0ns) circle one)
Model 7lrK.J. R.!rf 6 Go--1.04-I-..
Row Rale (low speed) gom @ rpm
Row Rate (high speed) ___ gpm @ __ tpm (nol required
if no auxiliary load on filtration pump
Pump Controls V
Standard time clock / 2 speed time clock ~I-0r oti er __ _
Healer Model ___________ t-_____ _
Notes: suction piping in front of pump inlet n ust be 4 pipe diameters
in length. Must have 18" of straight pipe aile the filler for solar.
Swimming Pool Specifica ions for:
Owner: Mr.~ ,M.r~, ~J$d
Address ;J..O)..O {de... tJork C r
City, State, Zip 4t1ev..t-ic. ~ I.V R 3.;l.~,~3
I
..
Total Head In Feet Conversion Chart
Inches Mercury (Vacuum Gauge)
0 2 4 6 8 10 12 14 16 18
0 0 2.3 4.5 6.8 9 11.3 13.6 15.8 18.1 20.3
1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20A 22.7
2 4.6 6.9 6.1 llA 13.7 15.9 18.2 20A 22.7 25
3 6.9 9.2 11.5 13.7 16 18.2 20.5 22.8 25 27.3
4 9.2 11.5 13.8 16 18.3 20.5 22.8 25.1 27.3 29.6
5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27A 29.6 31.9
6 13.9 16.1 18.4 20.6 22.9 25.2 27A 29.7 31.9 34.2
7 16.2 18A 20.7 23 25.2 27.5 29.7 32 34.3 36.5
8 18.5 20.7 23 25.3 27.5 29.8 32 34.4 36.6 38.8
9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1
10 23.1 25A 27.6 29.9 32.1 34A 36.7 38.9 41.2 43A I P 11 25A 27.7 29.9 32.2 34.5 36.7 39 41.2 43.5 45.8
S 12 27.7 30 32.2 34.5 36.8 39 41.3 43.5 45.8 48.1
I 13 30 32.3 34.5 36.8 39.1 41 .3 43.6 45.9 48.1 50A
14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50A 52.7
15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55
\ 16 37 39.2 41.5 43.7 46 48.3 50.5 52.8 55 57.3
17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57A 59.6
18 41.6 43.8 46.1 48A 50.6 52.9 55.1 57A 59.7 61.9
19 43.9 46.2 48.4 50.7 52.9 55.2 57A 59.7 62 64.2
20 46.2 48.5 50.7 53 55.2 57.5 59.8 62 64.3 66.5
21 48.5 50.8 53 55.3 57.6 59.8 62.1 64.3 66.6 158.9
22 50.8 53.1 55.3 57.6 59.9 62.1 64A 66.6 68.9 71.2
23 53.1 55A 57.7 59.9 62.2 64A 66.7 69 71.2 73.5
24 55A 57.7 60 62.5 64.5 66.7 69 71.3 73.5 75.8
25 57.8 60 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78
26 60.1 62.3 64.6 66.8 69.1 71A 73.6 75.9 78.1 80A
\ 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 90.5 82.7
28 64.7 66.9 69.2 71.5 73.7 76 78.2 80.5 82.8 85
29 67 69.3 71.5 73.8 76 78.3 80.5 82.8 85.1 87.3 ,
30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87A 89.6
\
31 71.6 73.9 76.1 78A 80.7 82.9 85.2 87A 89.7 92
32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92 94.3
33 76.2 78.5 80.7 83 85.3 87.5 89.8 92 94.3 96.6
34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94A 96.6 98.9
35 80.9 83.1 85A 87.6 89.9 92.2 94A 96.7 98.9 101.2
• NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER \
THAN THE CALCULATED TDH .
•• GAGES TO BE INSTALLED ATTHE TIME OF FINAL
INSPECTION FOR VERIFICATION.
\
I
JOB SPECIFIC PIPE SIZING, TOTAL OINAMIC UEAD
CALCULATIONS AND EOOIFMENT SPECIFICATIONS
AND DOCUMENTATiON ARE TO BE PROVIDED BY nlE
POOL CONTRACTOR FOR EACI-l PROJECT. TI-lE POOL
CONTRACTOR I'1JST USE THE HAXII'1JH FLOH CAPACITY
OF n.lE SELECTED AJt1F> AND PROVIDE HYDRAULIC
CALCULATIONS FOR TDl-I TO D~INE PROPER
R1MP AND PIPING S'ZING. T~E MANUFACTURERS
EOOIA"ENT SPEC!FICATION5 ANO OTIJER DOCLlt"ENTATION
FOR f'U1F'5, FIL TERS.I-lEATER EOOIF'HENT AND MAIN
DRAINS AND COVERS ARE TO BE SUBMITTED FOR
REVIEW AND DOCUHENTAT'ON FOR SIZING THE
C'RCULATION SYSTEM.
NOTE, REBAR TO BE TIED
AT EVERY OTJ..IER BAR
--SALICES TO 8E OVERLAPPED 12"
VARIES
UGI-IT NICI-IE
~ (NO STEEL UNDER DRAIN) ~ =-<l . ;0..,: •
(NO STEEL BE~INO NICI-lEJ 10 rMA1N DRAIN
> ;;.-,:: . ;...--: . :;.--: 113 REBAR
. 12" D.C. ~ T.P. 11:,
~. '--eRA VEL ROCK. BED UNDER
.... MAIN DRAIN (IF NEEOED)
FOOL CROSS SECTION
~
s-TO 12' lJ~ I
" I ~.
113 REeAR
:tCONCRETE •
•
AFFROX. 2'-0" ~
'-
6' DEEP OR GREATER
ADD 113 REBAR VERTICAL
eVERT 6' -STARTING
A '-6 ' FROM FORM EXT.
APPROX. 2' INTO FLOOR
."., .... .."...
I. r'OOt. 15 TO ~ eu1. T TO ~ T '" nI I'I.QIt Dol,
CCI\HTT .t.>c CITY ~ =~
1. ALL rrTAL r-~ .... ru N !I"". HU e!!"~
..., ~ N4T1ONAL al!CTIt C; C;OD!! A>ID A~ I'!f:QU Ral I!TLoe.o.LI~C;TO!II.
, '''I. TltA.TI~ ~Y'!!Te'1 i-IU lUll! !iUI'I"C; ~ C;,l.I'AG'T"T
TO ~IDe A ~~ T\lIeNOv!~ Ol'''oo.. \o(4T!"t IH r12J ~VI! 1oIC:U!~ alit \.E~.
•. '"cot. C;~ION Ttl !!I! T\JI! SA>-!! In!J:::,l.It%:I(.t!S
01' !lltt AI¢! ,.:I~. '" 'LL 15 IO;tcu 1I'~'00l : I'T. TO
."". Of' H.l.LI. J.l!!1CJO.rT T1-IeH WA.lL~ ..... vr TO lit 1tt~ HInI .I.DO"'"",,,,,-~ III O~ /3OTU """T!oI ,l.HO/ 0I'l exrnA HAU _~ III TO!O' ~ ""'-L ~C; I"1I"t Hu. lit ec;weP.llt 40. ~ AU..!'II!T.t.L I'~ AI¢II'>ooI. I.~ TO M I!IONDeO TO !"OOl 5TI!e.. olIC ~ W IO;t
, f"'OOI.A.LA._DO"ICT~C>TOet~'~
& ALL 1"001. AND '''A !lUc;TION 'foILm 91-IAI.L 1111: ~ov D!C H1N A COYl'IO; 1ll4T ,",AS ~ ~ ANO r.c;c~C
I!T '" ~·Utl TeT'ioIG l'olc;l'TT A"'O COI"PLT H'nI .I.Jo1.5 lJA.Sn.t. ,l.17.~ Ilr\ 'sueT ON I'-n NoS' 'Olit ~ .'" "",.ITS'~ POOl' .• ...,. !.lOT T\!e!l. AnO 1-1>./ RI..~ eA~ AA"L'A~
... T/./t I"OOL oeIlotI HIll. ~ ~ "1 "'"O.~ (]/I' NI! 201. i'LOlt!D4 l!U'Lt7'~ c:ctl'I: 'T" eo·T'CIH.
!O ~.e>eont.I.L.-oct., I"lI:JT c:or-t. T "'"'" ~ .2 'NO ", c;p
TU!! 'a'''' /'LOOI::CM tlIILDING c;ooe; ""'"'!!P T ON
" "'001. CON!I~1OIol IoIILlI'1!!T 'a" ..... T OOUI. ~""C;
c;:oc;>! !f~ 6802. re"'21f1,1 !'OIl! ptI?"1!T!~ eoNO'NC!I ler~ AT L!!AST ON!(U "15 AI-IG &.I.~~ ~OL'O C;OI"I"!!II: ~~-
!;I "OR~'OI!>rr'A!.~~'TC',l.IoUoT!'l:~
Of'(I-O "!I~A1I!:r:rOCf!"ovtJte-o, ~IAL !N(H~1"I(J '! 1te<'J-1I!:!Q »cI " "lOT ,I. r-AII'T O!'''''~ C71UH ~ ~ '-c;AT OH!I. H.I.l.L 1V~!IU,lU. ~~ c;()V!!lI: CVl!tOt 1I.':!!''''0!ItC;1NG I'OIt 0V!t0t 8-0 A ~:::'AL ~~_
H·LI. I'll'! ~11ttD. a ~teomA!. ~~.I.J.I.. C;o"p!. T 1'1 f!.I nee A>.'9·f~IICO_~ '0" ,,0It ~ DOlr.Al ""'~~ 1"'OoL~ ,I.~IlA~"'CO-' 201. "010; ~tENn.Y '~T.a.u.1!D 1t!!S<~AL llf>A!I. AND A"','/A-",/C;C_, 20'!!!'0I! !'(}eT'CN ~~NT AV01D4NC'l! ,UNC,o.om,
AI>tC A""If.lJ"Spfl(;C-eA ::70f!! !lTooIIICAItD '0lIl ~'Dl!NT'A~ ,I<ITI1''''G 1"00\. .&.NO !I"4 !l-/!tl:GT m'e ~'-lCT
1<1. DO NOT 112 alit ~n! POOL OIl,.. •. ,. Ne !!UCT'OM 1'.~"I1"NG.O~.(l1q Loose
T'rPICAL
RESIDENT AL ~HlPOOL.
Kerry Martin Pool Builders Inc. Designer: Kyle Martin
Address: 9740 San Jose Blvd
City: Jacksonville
State/Zip: FI, 32257
/1./,-1-<-:5 :
.. 3
I~II .s"~-ko,, L,'","<-~ w:u I"!~c:f A~",: 7 l<<'9"'"' . .,.( .... "'~f!,
£)
Alt /?~t"I"A L:,,~;, c.---:1f "",,,,-,:.+ /1".5.; (S-X'p~.:--"",,,,,,-6
ng Pool Plumbing Diagram
I :1:2." 1 'h.. .....
No+r.:
Egv) ,""a'+' p,,/-1.
Phone: (904)-262-2384
Cell: .;-::=====;:-::~_ Email: mrtpool@bellsouth.net
Alternate Contact: Kerry Martin
Ucense #: CPC053901
Pool sf: Pool Per"-: -------
Deck sf:
Existing ""D.,-ec"k-s"f-:----
"? T h:", p",;,,+-
Owner: _________ _
'-:'K • ...,,,,<c '. ~" Address: , -----------
City: ----------------
Phone: ________ __
~&Dn""
POOL & SPA
SuperMax® Pumps
mgh Performance Pumps
, .
SuperMax Pump
The new -SuperMax® pump from Sta-Rite features a commercial grade, 56 s"quare flange motor for top DOrf"rrnaolCe in
residential swImming pools. SuperMax is a·superior drop-in replacement for Super Pump. The ' consumers Is Its
quiet operation and economical performance. The benefit to pool profeSSionals Is its ease of reliability. Union
fittings are Included and the pump easily drops in place ..
Ordering Information
PHK2E('C.IOOL . N[.II2AE·HP 115120B-230 8.811.5-4.'\ IT2 1.90 0.95 UL I I-In in. x
f.!:tB.M~~():~J.g ,[~:\ ~:~, ~ I ;~.f~,AE:Hf :;!': i i 5f2~~;~j~~~_~jll~~5-4.4:::-;~3~}tf~~ i:i5 ~y~ ,O.9j;i~t2j~-~ UL ~ >.:_,::::~~:i:in in. ~ i
PHK2E6E-I02l NI-IAE-HP 1151208·230 14.Sn.8-7.4 I 1.10 LlO Ul t 1~112 in.)(
t~jr.i-i*~~f~!031,~·~:.~~?NI.I~lnAE'.i-Ip;::.~:· 208-230 ~(~~: 96·8 8 ~~:;"1.[/2 __ ~ LlO ' : [,6(~~~' L1L'.
PHK2E6G-104l NI·2AE·HP 208·230 11.0·10.2 2 1.04 2.08
I
PHK1Fl..A6C.IOOL N[·[12F-HP 1151230' 1/2 L95 0.95
~)H)$.i.It?-'jQ,~iO!!;-~:r~JjJ ,-~~"~~HP.;~
PHK2P.A6E·1 02L NI-IA-HP
~~H~~~~~~t~Oj~V.:<~~i·.I~i~~.:HP ~\
PHK1RA6G·\04l NI-2A~HP
PH/O.RAY6D·IOIL N2·314A-HP [[5' 14.6/<1.7 314 1.67 1.25 UL',NSF' I·ll2ln.)(
E!'hp~Y~~1102(?2?1 N~:'j~~Hf,~ ~~:~./ .• i:;~30·i~~,~,~;;;~: 6.b~:3.:~,,;·n)~~~· I.:is .:.T~~I:2~ :~:'D~rr(,rt;JL:'. NSf !7:::~.~~-'J~il2 In: ~ "',ri:il:~~~3('
PHK2F1..AY6f-I03L Nl_I·I/1A·HP 230 7.813.0 1·112 1.10 1.65 UL', NSFl 1·ln In. x 1·1/2
,,:' . x 1-112 ,J' "';"',.'
M
30
25
20
15
0
5
0
100
90
.ll 80
~ '" " 70
~ .• 60 u.
.E
~ 60 ~ • '" .2 40 E " ·0 ,., 30 0 .. " ~ 20 .
10
0
0
I
0
IffEl
or==7 0 oL-.J '"
'"
.,
10
I I
•
20
I
5
1.61 REF
~upel"Max\!Y PUlnps
High Performance Pumps
Dimensions and Performan e
30
Sta·Rite
Super-Max Series Performance Curves
_ .. BE T EFf lelEN Y SIZI G
D C E
40 60 60 70 80 90 100 110 120 130
US Gallons Per Minute
I I I I I ( I I I I ' [ I I I , I 1 10 15 2 q 25
~ . ~III ==:!!JIll
lJP/HR
I==~~==--,UIREF --___ ---'
" ,.
32" Channel Drain Flat Grate Anti-Entrapment 5
Outlet Cover and ABS Three-Port Manufactured
Features
For single or multiple drain use (see
installation instructions for plumbing,
hydrostatic valve/drain pipe and
single or mUlti-pump connections)
Single
Floor: 316 GPM at 3.9 fps
Wall: 208 GPM at 2.6 fps
Floor/w~lll: 122 GPM at 1.5 fps
25.9 square inch opening
#316 stainless steel screws
Manufactured from superior
UV-resistant engineered polymers
Three ports: bottom 2lj~M 00,
2" 10 SIS; inside 2" threaded FPT;
two 2" threaded plugs included
All components meet or exceed ANSI/
APSP 16-2011 and NSF 50-2008 national
standards and ASTM G154 UV testing
exposure
Orange disposable plastic pre-gunnel
plaster insert keeps debris out and
retains sump shape during construction
Must use transitional glue when
attaching to PVC pipe
Now available with PVC sump-
see page 47 for details
4 per case
The Unblockable!
With sump (concrete pools)
Part# 32CDFLxxx Two dra ns in one!
STANDARD COLORS
0101 III!Ill05
III 102 [111108
!~J 103
Also available as sump only
pIn 32CDSBxxx 4 per case
VGB 2008 Compliant
% ~ qs e j' -:;].;/32 ~,O i lo-j t
2-1/2" spigot x 2" socket x 2" NPT
2
S
4
3
1. 32" three-port manufactured sump
2. 32" channel drain, cover, flat
3. 2" NPT plug, qty 2
4, 32" channel drain, plaster shield
5. #10 x 3/4" flat head phillips type-a 316 SS, qty 16
SECTION 4. TECHNICAL DATA
!=ill~r Pressure loss
A. Filter Pressure Chart.
" t--t--t-+--t--t-+--t--t-+--tf'--t-+--t--t-r't--t i VI
i : ,,/ ! i ~ ,,_. ---...... _.+ .. j ... _ ............. -.......... / ..... -+.1
• I /' '
.I '+---+--+---+-+--+-+--+-1-+--1/---n' -T,i -~ ~ l St-~-+-+--t-+-+--t--t-+>~--t-+--t'-+-+'~ /V ,
I , 1/ ,
! i ~' i " t--t--t-+--t-~-=+--t--t-+--t--t-+--t--t-+--t l-I--I 1--0,=:;::.::::::.i--·-I·~~j-· .. -.----... -----1.-2
10 21::' XI .IQ s.o 0;0 ;;:) SO QG 100 'IQ ,:;(1 13Q 140 ISO 100
Flow R31r. 4GPN~
B. Flow Rate Table.
Residential Commercial
Maximum Cartridge
Flow Rates
Maximum Cartridge
Flow Rates
Mode1 # Product 4# sq.1t GPM GPH 6 hour 8 hour GPM GPH 6 hour 8 haur
PCRP 100 160351 100 100 6,000 36,000 48,000 38 2,280 13,saO 18,240
PCRP 150 160352 lSO 150 9,000 54,000 72,000 56 3,360 20,160 26,880
PCRP 200 160350 200 150 9,000 54,000 72,000 7S 4,500 27,000 36,000
(1) Recommended flow rate for residential is.5 GPM per sq. (1.
(2) Conunercial flow rate is a maximum of 375 GPM per sq. ft.. of filter area.
NOTE: Actual sy.~tcm flow will depend on plumbing size and other system component".
C. Replacement Parts.
Item Part Number Description
1 98209800 High Flow manual air relief valve
2 53003201 Pressure Gauge
3 59053001 Lid, 100 sq. ft. filter
4 178745 Lid, 150,200 sq. ft. filter
5 59052900 Locking Ring assy.
6 87300400 Body O-ring
7 59016200 Air Bleed Sock Kit
8 59053700 Center Core, 1 00 sq. ft. filter
9 59053800 Center Core, 150, 200 sq. ft. filter
10 R173215 Cartridge Element, 100 sq. ft. filter
11 R173216 Cartridge Element, 150 sq. ft. filter [J I ~ ~ 12 R173217 Cartridge Element, 200 sq. ft. filter
13 178743 Tank Bottom
14 154712 Drain Cap Assembly
15 178732 Union Nut "C" Clip
16 U11·200PS Union Nut
17 178746 Union Diamond Seal
18 178733 Union, Threaded Half
SAVE THESE INSTRUCTIONS!
7
------3,4
6
'-:':'C ~--7
" '--------
~~+ __ --8.9
_---10.11. 12
____ -13
14
15