2020 Vela Norte Cir POOL20-0012 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP:
TED L HAUSER 2020 VELA NORTE CIR ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
KERRY MARTIN POOL
BUILDERS INC 9740 SAN JOSE BLVD JACKSONVILLE FL 32257
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169506 1044 SELVA NORTE UNIT 01
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
2020 VELA NORTE CIR SWIMMING POOL SWIMMING
POOL RESIDENTIAL inground swimming pool $40000.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 6/11/2020
PERMIT NUMBER
POOL20-0012
ISSUED: 6/11/2020
EXPIRES: 12/8/2020
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $255.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $127.50
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.74
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.83
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $592.07
3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL
Notes:
If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to
retention area and retention overflow must run to street.
4 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL
Notes:
Pool Wellpoint (if used) must discharge into vegetated area 10 foot minimum from street or drainage feature (swale, structure or lagoon).
5 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
7 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL
Notes:
Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-
way for construction parking.
8 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
9 PUBLIC WORKS TOPO SURVEY INFORMATIONAL
Notes:
Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection.
10 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
2 of 2Issued Date: 6/11/2020
PERMIT NUMBER
POOL20-0012
ISSUED: 6/11/2020
EXPIRES: 12/8/2020
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $592.07
POOL20-0012 Address: 2020 VELA NORTE CIR APN: 169506 1044 $592.07
BUILDING $255.00
BUILDING PERMIT 455-0000-322-1000 0 $255.00
BUILDING PLAN REVIEW $127.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $127.50
PUBLIC WORKS PLAN REVIEW $100.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE SURCHARGES $9.57
STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.74
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.83
ZONING PLAN REVIEW $100.00
ZONING REVIEW SINGLE AND TWO FAMILY
USES 001-0000-329-1003 0 $100.00
TOTAL FEES PAID BY RECEIPT: R12095 $592.07
Printed: Thursday, June 11, 2020 5:31 PM
Date Paid: Wednesday, June 10, 2020
Paid By: KERRY MARTIN POOL BUILDERS INC
Pay Method: CHECK 40677
1 of 1
Cashier: CT
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R12095
Building 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 install ations 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 sta te agencies, or
federal agencies.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in lc0(npliance with all
ap plicable 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 informatio n 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 lo an 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: _________ __
Exp iration 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 Iden tification: _...c.:!,::J..<~:e:.. ______ ++ ______ _
PREPARED BY:
• i E~=~ACTA
A ' r y) j:.
PRO'PERTY ADDRESS: 2020 VE LA NO'RTE CIRCLE, ATLANT IC BEACH, FLOR IDA 32 23 3
FI ELD WO'RK DATE : "19"01 9
FL1410,042NJ I
BOUNDA RY SURVEY
DUVAL COUNTY
TABLE:
REVI SION DATE(S): {In:"\'o 7tl?1'D19!
C ol 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 °5 6'2t)'(M)
N / "2 1 '08" E, 9 /. Z (;'(P}
L lIS 73 .9 6'(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{J 1 3D2 ~E. 73.98(M)
\
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CD
.' • ;/.:)';' Al t ·,
• -c,' .('.1f-.. " ...... -. .. ..
.... ~~\f',~ ••• .. 0~ 1)' .. ..
.. :" No39J~ ~ '".
e~~
. ;.:
5 t'J8u 2 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 a lrue 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 = 4 0 ' It.
U .. 011 ". ,,,,,y ,""p""",,, QlMt' thIn )nt~nQf:od, W,II'\(I\Jt W,iUi!1l VHiIKAtion, willI)(! at l ilt (J<;e('<. ';ole R\\.khrni Without ljJb!lity Ii) '"' """",mj
~h.!l I~ (OIl~tr ued to Giw: . 8t"t'M:1ru I than tho!.e Ceftif>ed.
FLO'OD INFOR M ATIO'N :
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING
MUNICIPALITY ORWWWFEMtI.GOV,THE PROPERTYAPP EARSTO BE
LOCATED IN ZONE X& X-SHADED (WITH A BASE FLOOD ELEVATION
OF NIA), THIS PROPERTY WAS FO UND IN THE CITY OF ATLANTIC
BEACH . COMM UNITY NUMBER 120075, DATED 11 /02118.
CLI EN T NUMBER: DATE: 07119/19
BUYER: TED L HAUSER
SELLER,
CERTIFI ED TO': TED L. HAUSEll
This is page 1 of 2 a nd is not valid without all pages.
POINTS O'F INTER EST
1. FENCE O'VER 25 ' DRAINAGE EA!5ElyIEN T,1
Kerry Martin Pool Builders Inc.
1\ ~ /
28' 5'->
D: 5' ......
~ D: 3 16"
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
Emai l: 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 s implified T DH 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 ) (A vg De p th)
G,.
(Volu BtGaIi OnS)
2 . Determine preferred Turnover Time in Hours: X 60 (min / hour) -(...0
Determine Max Flow Rate %'65 / !HOU rS) b5 (Tu ~y e rinm in )
3. t,..C> + =
(V lume in Gall on s ) (Turnover in M in) (Pool Fl o w Rate) ($yste :n Fl o w Rate)
4. Spa Jets: X GPM per jet = flow rate
(N o o f Jets) (J e t Flow) (To tal jet Fl o w Rate)
(For Sing le 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:
Bran c h Piping to be ~2 inch to keep velocity @ 6 fps max. a t \.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 Rat e
Return Piping to be 2·S inch to keep velocity @ 8 fp s max. at ~ gpm Maximum Syst m Flow Rate
Determine Simillified TDH:
1. Distance from pool, to pump in Ft: 3D I I
2. Fricti on loss (in suction pipe) in 2.5 inch pip e per I t. @ gpm = .6 "& (from pipe flo" friction loss cha rt)
3. Friction loss (in return pipe) in 2 .5 inch pip e per I t. @ gpm = '~(from pip e flm friction lo ss ch a rt)
4. 36 X ,~ -J"q
(Length of Su ction Pi pe) (Ft of headJ l fl of Pi pe) (fDH Suctio n Pipe)
5. 3>0 X ,C'\S -;;..'f
(Length of S ucti on Pi pe) (Ft of head!l ft of Pi pe) (TDH Suction Pi pe)
Flow and Friction Loss Per Foot 4.8 (S chedule 40 pv c Pipe) TDH in Pipin
Fi lter loss in TDH (from filter data shee '1 .<..
Ve locit y -Feet Per Se(;ond Heater lo s s in TDH (from heater data sheet 0 Pipe Size 6FPS SF"
... !> I 0 Total all other lo s 1.5" 37 11 pm 0.08' 50 ipm .14' ,-6 2gpm 0 .06' 8 2 gpm .10 ' Total Dynamic Head (TDH 9. It-2.5 " 88 gpm 0.05' 117 gpm .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 an d si z e in HP J
Main Drain Cover .3.2<.:D:S C>\O I (System Flow Rate mus t not exceed approved cover flow rates)
(Pump mo d el and size in HPJ
Notes: Minimum system flow bas ed 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 not e 2)
0 <;) 0 0 suction outlets @ gpm max. f lo w (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 Hea d (TDH)
Complete Program or oth er cales. Fill in
required blanks on wo rk s heet & attach
calculations
o Maximum Flo w 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, u se appropri ate s ide wall
drain flow as published by manufacturer
3 . In ser t m anufacturer'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 th at edition
approval
6. Pump, Filter and Heater make an d model
cannot change, and equipment location cannot
he move closer the pool without submitt in g a
revised plan and TDH calc ul ation 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
Tel epho ne Number
ANSII APSP I ICC WO ksheet
Sw im ming Pool E nergy 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 rat e
Is there an Auxi liary load on the filtralion p mp? Y 1s_ NO ./
If so, what is the auxiliary flow rate 2:p m I
Maximum Flow Rate a6 gpm (maxim m auxi iary pool loads or
the fi ltration flow rate, whichever is greater.
The pool filtration flow rate shall not be 8re ter than the rate needed
to turn over the poo l 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 in ch
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 fI l te r size)
Filter Make/S izePo~it.lu..r 10 0 q.
Backwash valve?Yes __ No~ (ify s , mu s t 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) circl e one)
Model 7lrK.J. R.!rf 6 Go--1.04-I-..
Row Rale (low speed) gom @ rpm
Row Rate (high s peed) ___ gpm @ __ tpm (nol required
if no aux ili ary load on filtration pump
Pump Controls V
Standard time clock / 2 speed time clock ~I-0 r 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 sol ar.
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 4 5.8
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 4 6.2 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 7 1.2
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 7 1A 73.6 75.9 78.1 80 A
\ 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 7 1.6 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 94 A 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 TD H MUST BE EQUAL TO OR HIGHER \
TH A N THE CALCULATED TDH .
•• GAGES TO BE INSTA LLED ATTHE TIME OF FINAL
INSPECTION FOR VERIFICATION.
\
I
JOB SPECIFIC PIPE SIZING, TOTAL OINAMIC UEAD
CALCULATIONS AND EOO IFMENT SPEC IFICATIONS
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
CALCULAT IONS FOR TDl-I TO D~I NE PROPER
R1MP AND P IPING S 'ZING. T~E MANUFACTURERS
EOO IA"ENT SPEC!F ICATION5 ANO OTIJER DOCLlt"ENTATION
FOR f'U1F'5, FIL TERS.I-lEATER EOO IF'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 T IED
AT EVERY OTJ..IER BAR
--SALICES TO 8E OVERLAPPED 12"
VARIES
UGI-IT NICI-IE
~ (NO STEEL UNDER DRAIN)
~ =-<l . ;0..,: •
(NO STEEL BE~IN O 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 . AL L rrTAL r-~ .... ru N !I"". HU e!!"~
..., ~ N4T1ONAL al!CTIt C; C;OD!! A>ID A~ I'!f:QU Ral
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~ ""'-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
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AA"L'A~
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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,
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,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 Bl vd
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""
POO L & SPA
SuperMax® Pumps
mgh Performance Pumps
, .
SuperM ax Pump
The new -SuperMax® pump from Sta-Rite fe atures 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 reliab il ity. Union
fittings are Included and the pump easily drops in place ..
Ordering Information
PHK2E('C.IO OL . 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
PHK 2E 6E-I02l NI-IAE-HP 1151208·230 14 .Sn.8-7.4 I 1.10 LlO Ul t 1~112 in.)(
t~j r.i-i *~~f~!031,~·~:.~~?NI.I~lnAE'.i-Ip;::.~:· 208-230 ~(~~: 96·8 8 ~~:;"1.[/2 __ ~ Ll O ' : [,6 (~~~' L1L'.
PHK2E6G-104l NI·2AE·HP 208·230 11.0·10.2 2 1.04 2.08
I
PH K1Fl..A6C.I OOL 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 N2·3 14A-HP [[5' 14.6/<1.7 314 1.67 1.25 UL',NSF' I·l l2ln.)(
E!'hp~Y~~1 102 (?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 -I 03L Nl _I·I/1A·HP 230 7.8 13.0 1·112 1.10 1.65 UL', NSFl 1·ln In. x 1·1/2
,,:' . x 1-1 12 ,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 .
1 0
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 l elEN Y S IZI 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 con nections)
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 superi or
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 su mp (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 -p ort 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 Pre ssure los s
A. Filter Pressure Chart.
" t--t--t-+--t--t-+--t--t-+--tf'--t-+--t--t-r't--t i V I
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 I SO 100
Flow R31r. 4GPN ~
B. Flow Rate Table.
Residential Commercial
Maximum Cartridge
Flow R ates
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
PCR P 150 1 60352 lSO 150 9,000 54,0 00 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) Recomme nded flow rate for residential is.5 GPM per sq. (1.
(2) Conunercial flow rate is a maximum o f 375 GPM per sq. ft.. of filter area.
NOTE: A c tual 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 El ement, 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
Revision Request/Correction to Comments
Ctty of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email : Building-Dept@coab.us
D Revision to Issued Permit OR o Corrections to Comments
Project Address : 2020 Vela Norte Circle Atlantic Beach FI 32233
Contractor/Contact Name: Kerry Martin Pool Builders Inc.! Ann McDaniel!
Contact Phone : .o.:(9::.:04..:..!..:.) 2::.:6::.:2::.:-2::.:3..:.84"-_______ Email : mrtpool@bellsouth.net
Description of Proposed Revision / Corrections:
Provide recorded NOe
Provide Affidavit of No Tree Removal
Provide 2 copies of a certified Topographical Survey
**AllINFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED.
PERMIT #: P00L20-0012
Date: 05/14/2020
I Keny Martin Pool Builders Inc.l Ann McDaniell affirm the revision/correction to comments is inclusive of the proposed change s.
(printed name)
e Will proposed revision/corrections add additional square footage to original submittal?
EJNO I 'I Yes (additional s.f. to be added : )
e,.:tJ,ill proposed revision/corrections add add~ti~nal increase in building value to original submittal?
~'o . D'~ {.dd'M~1 m'ffi""," b",Id'~ "~'_'.""'""'"_'."'~'_I
'SI,"",'ffi ofeo",octo<,,,,,,, ~~g: G?
(Office Use Only)
o Approved o Denied o Not Applicable to Department Permit Fee Due $. ______ _
Revision/Plan Review Comments _____________________________ _
Department Review Required:
Building
Planning & Zoning
Tree Admin·istrator
Public Works
Public Utilities
Public Safety
Fire Services
Reviewed By
Date
Updated 10/17/18
POOL20-0012