425 E Sailfish Dr POOL23-0003 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
JOHNSON TIMOTHY W 425 E SAILFISH DR ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
PALACE POOLS INC 11463 Saints Rd JACKSONVILLE FL 32246
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171378 0000 ROYAL PALMS UNIT 02A
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
425 E SAILFISH DR SWIMMING POOL SWIMMING
POOL RESIDENTIAL Pool with Travertine Deck $84271.00
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 3Issued Date: 5/30/2023
PERMIT NUMBER
POOL23-0003
ISSUED: 5/30/2023
EXPIRES: 11/26/2023
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 $420.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $210.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
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 DUMPSTERS/ROLL-OFF CONTAINERS INFORMATIONAL
Notes:
Dumpsters and roll-off containers must be used in compliance with Section 16-8 and must comply with all standards, per City code.
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 GRASS INFORMATIONAL
Notes:
Full site to be grassed.
9 PUBLIC WORKS TOPO SURVEY INFORMATIONAL
Notes:
Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection.
10 PUBLIC WORKS REVISION INFORMATIONAL
Notes:
Any plan change must be submitted as a Revision to the Building Department.
11 PUBLIC WORKS DEBRIS REMOVED INFORMATIONAL
Notes:
All construction debris must be removed from job site by Contractor.
12 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
2 of 3Issued Date: 5/30/2023
PERMIT NUMBER
POOL23-0003
ISSUED: 5/30/2023
EXPIRES: 11/26/2023
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
STATE DBPR SURCHARGE 455-0000-208-0700 0 $9.45
STATE DCA SURCHARGE 455-0000-208-0600 0 $6.30
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $845.75
3 of 3Issued Date: 5/30/2023
PERMIT NUMBER
POOL23-0003
ISSUED: 5/30/2023
EXPIRES: 11/26/2023
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
Pool with Travertine Deck
425 E SAILFISH DR
PALACE POOLS INC
POOL23-0003
c.
c,'"-/-, Building Permit Application Updated 10/ 9/ 18
ling City of Atlantic Beach Building Department ALL INFORMATION
ov ,, v
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
Phone: (904) 247- 5826 Email: Building-Dept@coab.us
IS REQUIRED.
Job Address: L+ZS l :1 f De eAsr ATL Permit Number: rOoL23 - o-:
Legal Description Ro4itt ?&(.r1.s 014 2. A 12)l.JG 21 L.OT 5. RE# 1.7131 s. 0400
Valuation of Work(Replacement Cost)$'5'i.)d—i. I . Heated/Cooled SF Non-Heated/Cooled
Class of Work: ONew Addition Alteration Repair Move Demo )(Pool OWindow/Door
Use of existing/proposed structure(s): Commercial Residential
If an existing structure,is a fire sprinkler system installed?: Yes No
Will tree(s)be removed in association with proposed project? Yes(must submit separate Tree Removal Permit) No
Describe in detail the type of work to be performed:
5wmIrnIil pv ,L-
r?7,•
5r/
x 1' Li " 3.5 - 1. •o . t+ to -vim T v,-TTNie etc._
Florida Product Approval#for multiple products use product approval form
Property Owner Information
Name 0j(A.6 4.0-1 3bt1.150i•-1 Address 4 ZS 5".4.%.1%,.,y, ])2.
City h[. t, State Zip 3 2_233 Phone 4,43 - cap - 034$
E-Mail WS il.A br-ViON.1 L. a L (YtA.4 J .(Cv,,_.
Owner or Agent (If Agent, Power of Attorney or Agency Letter Required)
Contractor Information
Name of Company PolalLL--Poe IS Qualifying Agent litA hj.t.l PA.[ctsu1(1,6,14-s
Address li'k3 34.0 , gok-1 City m-,.... 13{iyti State L. Zip 3 27--44(0
Office Phone qa4 4"is- 1%1 ( Job Site Contact Number
State Certification/Registration#flp 6-04 is 2-2- E-Mail {iT,rP a) PA-LA-tee-POD1S • G6Y
Architect Name&Phone#
Engineer's Name&Phone#
Workers Compensation Insurer b1A4.(4I46. r L4t+1 J OR Exempt 0 Expiration Date (((t207 3
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. 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.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECO,' DING YO • N•TICE OF COMMENCEMENT. r' r =Ir . v ----
ature of Owner or Agent)
f.
Sign: • if Contractor)
Signed and • n to •r affirmed)before me this 60' day of Signed an sworn to(or affirmed)before me this 6day of
2.1 rby / ,P b
Signature of Nota
KAY C PALUSZYNSKI
PY Pub Notary Public-State of Florida
itl Commission M HH 3459 SAM BALLINGER
rsonally KnAve
I •o, I ersonall K ,r Qij
My Commission Expires
o Notary Public-State of FloridaProducedIdertfi-Okr September 18, 2024 Produced .- 4i3n Commission # HH 3542
Type of Identifica Type of Iden i "F F` r_ My Commission Expires
P,;„\\` August 14, 2024
NOTICE OF COMMENCEMENT
State of
Tax Folio No. (1( b 1'6 , acb
County of DUVm....--
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713oftheFloridaStatutes,the following information is stated in this NOTICE OF COMMENCEMENT.
Legal Description of property being improved: capy44 41\5 Cr A L-QT S nut-} 2-7
Address of property being improved: 4 2 Sa,.,(.y, ye / -(o,"• 3 c 3 ZZ33 _
General description of improvements: I(ryn i/L/) pcoL
l '
Owner: Sbt614l4 42'S L le kL 2Address: SA•. h 3
Owner's interest in site of the improvement: 1120°4'
Fee Simple Titleholder(if other than owner):
Name:
Contractor: p11,LAL1 .
Address: I (Lik.33 lj \{-5 gaiLat Z— 3 L23,'
Telephone No.: 4( ''YI g I I Fax No: 1 /lQr 2Lp44.. , 1JSD(.5 O
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:
Address:
Phone No:Fax No:
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other 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 as provided in Section713.06(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 of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNER
Doc#20230 Signed: 421876,OR BK
2057179
Doc 1 Date:
Number pages 1 Page Before me this day of m the Coun of auval,State rRecorded02/02/2023 09:52 AM, Of Florida,has persona ly appeared •A JIODYPHILLIPSCLERKCIRCUITCOURTDUVALNotaryPublicatLarge,State of FI• I.. 'OUNTY tj •` 9. C pALUSZYNSKI
ECORDING $1000
My commission expires: Jaw/ :/.+i""'w'T. • _ . e of Florida l
Personally Known: i ^1 fission # HH
or
Produced Identification: My CommlSei•
425 SAILFISH DRIVE EAST, ATLANTIC BEACH, FL. 32233
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ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED
SHEET 1 OF 2(SKETCH OF SURVEY) SEE SHEET 2 OF 2 FOR LEGAL DESCRIPTION AND OTHER SURVEY RELATED DATA 5..iPE'..* 11%10' ''PLE
E';
IT iOt + -EETS
The survey map & report or the copies thereof are not valid without the digital signature
and seal of a Florida licensed surveyor and mapper
Date of Field Work : 05-18-2022
Drawn By: Oleg
Order #: 183291 l t :
t
Last Revision Date:
C„
Boundary Survey prepared by: LB8111061311-11
NexGen Surveying. LLC L '
561-508-62729V
EXGEN1
etho SURVEYING, LLC. °` 1421 Oglethorpe Rd
West Palm Beach, FL 33405
PALACE t=la POOLS POOL SPECS 9/5/22
SIZE:27'5"x 18'4"
75'2"
e a
SQ FT:428
JOHNSON i
5 4l o D„W
00 DEPTH:3.5- 6. 0
PERIMETER: 92'
FRC Safety Met By:1)Fence thatStorm Waw 1 GALLONS:11,117
meets safety
Retention Area
3 12"Coping
I
code a
25'x16'to be 12"deep c
RECIRC:Wall returns
H 9"Beam
2)Floating 1
c l l ' 6.0 SKIMMERS:1 Prefers square vs round
Pool Alarm si 47 8 i ''. LEDti
T z I
I
A-
9l 2Il_. TILE:Standard
b Main Drain y
o POOL FINISH:2 Color Pebble
c,
DECK Drain: 601f
N41°0'0"E
5— T 25' DECK:Marble
1 m
r—LED
3 5 COPING:Actual 99x10%=109lf-Marble
o
Existing Concrete a NEW DECK SQ FT:Actual 701x10%+12sf Conmers=783
Removal by Palace
RETURN Marble
1
EXISTING LANAI:x
ENTRY STEPS
SUNSHELF
FOOTING:x
0
SCREEN:None
1.7' 911
i
Color vls.on eubhier
ROOF:x
Existing Wooden Deck
L
DOORS:x
removed by HO BUG SCREEN:x
o a SPA SPECS:None
Z
SIZE:x
RASIED HEIGHT:x
PERIMETER:x
o
Jr SPILLWAY:x
U,2'Encapsulated CRAWL MOVED YET? [
1)
zLIGHT:
x
a Pquipment :? EQUIPMENT
0 0
r., m 8 POOL PUMP:Inteliflo VSF
m li 2ND PUMP:x
9' 6"
00D FILTRATION:Cartridge 150
LIGHT:2-GloBrite LED's
HEATER:127k btu Heat&Cool
CONTROLS:EZ-T4 ScreenLogic
I\ I T^ Pool Prattle rt scale:1/8"=1 ft
S
SANITIZER:IC-40
RELfailleacCLEANER:Polaris 280
11.463 UMW. aft 6in. 4ft.
SPECIAL Color Vision Bubbler,IVA,Sunshelf,Large Steps,
CM'025w... i.___- _-_ 2-Umbrella Anchors,Autofill,Bench Total 10',
722110--- 6ft. 6ft. 139sf Concrete removal
1Y'77144
e°°`""2""0' access
WO yowls-.e.. lift.6in. IOR.lin.6ft.
NAME:JOHNSON Tim&Susan ADDRESS:425 Sailfish Drive East CITY:Atlantic Beach STATE:FL ZIP:32233 PHONE:443- 862-0398 EMAIL:susanleebrownl@gmail.com timjohnson33@yahoo.com
PENTAIR
t TDH CALCULATOR
STEP 1 STEP 2 STEP 3
POOL SPECIFICATIONS SELECT EQUIPMENT TDH CALCULATION
STEP 3 OF 3:TDH CALCULATION
Pool Specifications EDIT
Pool Volume(gallons): 11117.00 gallons Suction Lift:1.50 ft
Turn Over(hours): 6.00 hours
Filtration Flow Rate: 36. 00 GPM Design Flow Rate 80.00 GPM
Selected Components EDIT
Components Piping
SELECTION QUANTITY MAXIMUM PIPE VELOCITY(FT/SEC) SUCTION OUTLET 8
OU_'VOLP.LOCAL COOL
DISCHARGE 8
INTELLICHLOR IC-40 1
41
TOTAL PIPING LENGTHS IFTI INLET 40.00
t'
DISCHARGE 20.00
SELECTION QUANTITY
di
2"X 2.5"3 WAY VALVE 1
r
90 DEGREE ELBOW INLET 10
DISCHARGE 10
MAIN DRAIN 1
PA _ TEE BRANCH INLET 1
DISCHARGE 1
CLEAN AND CLEAR RP 1 TEE THROUGH INLET 1tel
DISCHARGE 1eirsormi
RiiULTRATEMP 1
1/2 INCH RETURN 3
Pump
SELECTION/MODEL QIJANTIT`!
INTELLIFLO VARIABLE SPEED,VS+SVRS,VF,OR VSF 1
1
lit;ji
Results:Your TDH Calculation
BE SURE TO PROVIDE A VGB-COMPLIANT SUCTION OUTLET COVER WITH A MAXIMUM APPROVED FLOW RATE EQUAL TO OR GREATER THAN THE
FLOW RATE SHOWN AT THE MAXIMUM PUMP SPEED,BELOW.
REQUIRED MINIMUM PIPE SIZE
Inlet Piping: 2.00 Discharge 2.00
Piping:
AT THE FILTRATION FLOW RATE AT THE PUMP MAXIMUM SPEED
Pump Speed at the Filtration Flow 2207 RPM Flow Rate at Max Pump RPM: 83.18 GPM
Rate
Head Loss at the Filtration Ftow 26.82 FT Head Loss at Max Pump RPM: 80.04 FT
Rate
SYSTEM HEAD PRESSURE CURVE
BY PUMP SELECTION
210
200
190
180
x
170 ro
160
150
140
L.) 130
120
110ro
100
0 90
80 O
v
ro070
w
60
50
v
40
30
20
10
0
0 20 40 60 80 100 120 140
Volumetric Flow Rate(GPM)
Clean System Curve —Pump Curve Desired Operation Point Clean System A Pump Operation Point
BACK EMAIL RESULTS DOWNLOAD PDF
PRIVACY NOTICE TERMS OF USE 2008- 2023 PENTAIR INC.ALL RIGHTS RESERVED.
r ding the Pentair Partners Incentive Program mentioned on this website serves a merely informative purpose.None of this information is binding on Penta ..
can it be used as a ground for any kind of claim against Pentair or its affiliates in relation to the Pentair Partners Incentive Program,which is subject to conditions that will be communicated to a candidate participant
upon registration on this website.
The Association of
Pool&Spa Professionals'
ANSVAPSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROJECT NAME:
JOHNSON
CONTRACTOR NAME
Palace Pools Inc.
AND ADDRESS AND ADDRESS:
425 Sailfish Drive 11463 Saints Road
Atlantic Beach, FL 32233 Jax Fl 32246
OWNER:Tim and Susan Johnson
CONTRACTOR PHONE:(904) 998-1811 DATE: 3/1/2023
This information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa
Professionals(APSP). It is not part of the American National Standard ANSI/APSP/ICC-15 2011 but is included for information only.Contractors should acquire and comply
with the ANSI/APSP/ICC-15 2011 standard which can be purchased at www.apsp.org.
1. §5.2. 1:Calculated pool volume
a. Gallons: 11,117 ;or 1. 11,117 gallons
b.Calculated Gallons: surface area)X average depth)X 7.48 (gal/ft^3) = 0
2.§5.2.1:Calculated maximum filtration flow rate 2. 36 gpm
Pool volume_360 or 36gpm whichever is larger)
3.§5.2.2:Auxiliary Pool Load: Yes, El No?
Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not add auxiliary 3. 0 gpm -
pool load flow rates together,only the highest is used.)
4. Calculated maximum flow rate 4. 36 gpm
Item 2 or item 3,whichever is larger.)
5.§5. 5.1: Pipe sizing:
a.Minimum suction pipe diameter 5a, 1.5 inches
Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 4.)
b. Minimum suction branch pipe diameter 5b. 1.5 inches
Calculate:Item 4. 36 (gpm)_Branch Pipes 1 (quantity)"branch flow rate
36 (
gpm).
Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated
suction branch flow rate.)
c.Minimum return pipe diameter 5c. 1.5 inches
Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.)
d.Minimum return branch pipe diameter 5d. 1.5 inches
Calculate:Item 4. 36 (gpm)_Branch Pipes 1 (quantity)=branch flow rate
36 (
gpm).
Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than the calculated
return branch flow rate.)
6.§5.4.1: Filter type and size:
a. Filter type:(Cartridge, DE,Sand) 6a. Cartridge
b.Minimum filter area 96.0
Calculate:item 4. 36 (gpm)r filter factor 0.375 )
6b. sq.ft.
Filter factors:Cartrid a=0.375 SSand=15,Diatomaceous Earth=2
7. §5.4.2:Backwash valve: LYes, L_'.J No?
7, 2.0 inches -
When using a backwash valve,enter result of item 5c or 2 inches whichever is larger)
Table 1
Pipe Size: 1.5" 2" 2. 5" 3" 3.5" 4" 5" 6"
Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540
Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720
8.Pump selection:
5.3. 2. 1:Pools 17,000 gallons or less,select pump*from the database with a Curve-A gpm flow equal to item 2 or less.
5. 3.2.2:Pools 17,001 gallons or more,select pump*from the database with a Curve-C gpm flow equal to item 2 or less. *Multi-
speed pumps must have one speed listed that satisfies this requirement.
This Pool will have a
a.Pump model ga. 010056
Channel Drain Installed
b. Pump flow 8b. 80 gpm
45.3.2.1,5.3. 2.2:Applicable Curve A or C gpm flow listed in database)
4/ 4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
Component Section Requirements Check
4.4.1. 1 Heater has no pilot light 1-6/1
4.4.1.2 Readily accessible on-off switch mounted outside of the heater
I I
Heaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation,
I I4.3.1.3
or for pool with 60%of documented pool heating from on-site solar or recovered energy.
4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0111
5.1.1 Pool filter pump listed in database111
5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speed111
Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary
5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for n
servicing.
Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. 111
5.5.2 Pipe before pump has at least 4 diameters of straight pipe. El
System installed with solar,or setup for the future addition of solar heating equipment by
5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater,or built-in or F671
built-up connections,or dedicated pipe to and from the pool.
5.5.6 Directional inlets for mixing pool water. 111
4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2
A&A CHANNEL FLOOR DRAIN
Single & Dual Suction Installation Instructions
Note to the Plumber:
With the A&A Channel Drain (a submerged fitting) it is necessary to run only one suction riser, per
suction line, up through the floor of the pool. (Because the Channel Drain is an un-block able
fitting, no other fitting is necessary.) This riser must be installed directly in the center of the pool, at
its deepest point, and instead of installing a CAP on the top of the riser, for pressure testing, the
Channel Drain must be installed. If a hydrostatic valve is required, see page 3 for plumbing
details. The maximum flow rate of the Channel Drain, certified by the NSF. is 196 GPM (1.0fttsec)
for single suction & 227 GPM (1.1ft/sec) for dual suction drains. Maximum flow rate for each
model is not to be exceeded!
SEE SEPARATE INSTRUCTIONS IF THE CHANNEL DRAIN IS GOING TO BE INSTALLED AS
A SIDEWALL SUCTION OUTLET. NEVER INSTALL THE CHANNEL DRAIN IN A SEAT OR A
BACKREST AREA!
1. Since the Channel Drain is to be installed at the plumbing stage, it is important that it is installed directly in
the middle of the deepest point of the pool and that it is set at the proper height since it will determine the
pool depth.
2. In order to ensure that the Channel Drain is set at the proper height, a string must be run across the pool
from the top of the bond beam forms and directly over the lowest point in the pool where the drain riser will
be located. (See Figure 1)
3. Plumb the main drain line to the String From Bond Beam Form to Bond Beam Form
riser but don't glue the riser into Bona Beam For.
the 90° EL or the 90° EL onto the j/\ \\;/
Horizontal suction line until the
length of the riser has been Middle of Pool
determined. (See Figure 2) j ///\/'%
4. The top rim of the Channel Drain
must be set so that the distance Pool Depth
U
from the string to the top edge is: Plus 3 Inches
the Pool Depth + 3". Adding the3" to the pool depth compensates
for the fact that the actual water This end view is added only
as a reference to show thatlinewillbe3" below the top of the the level should also be j\\\/bond beam form or middle of the appwelie
ll
acroSs the ends
the length
as j/\/ /6"tile row. Lev_
5. It is recommended that the
a=m
Channel Drain be plumbed with a
minimum 3" suction line.
Certified flow rates are based on j
a i \
j\j/ /\\//\\/\j/\/
3" plumbing only.j\\/\\\//\\//\\\/\\j// : \//\\%\ \\\\'/\\//\\%//\\\%/\\
I \\%\%/\\///\\i6. Determine the suction line size j IIP j\\//\\//\\\//\\ //\\/\/that will be used on the current i\\%\\%\\i,\i,\\i,\\,.. ' \/•;\
that i\/i\\\\installation and select the method
of determining the Height of the
Channel Drain (see Figure 3). Figure 1
1 Revised 3.31.09
1
i
i
i Torx Screwdrier Tip iii
si
i
i4.„1,,,,,,,,,,,,„,,,,,,#.----"-Torx Safety
Screw CM
Figure 11 MS
Installing the Dual Suction Channel Floor Drain
The Channel Drain may be configured to accommodate more than one pump by ordering
from A&A Manufacturing an additional suction port on the bottom of the unit. If it is needed,
a hydrostatic valve fitting can also be added to a dual suction Channel Drain (see Figure
12).
7a a _ a - e __— 16 e
r r
Dual Suction Dual Suction w/Hydrostatic Relief
Figure 12
Installation and steel forming for the dual suction Channel Drain is identical to the single
suction drain (see Figure 13). The maximum flow rate of the Floor Mounted Dual Suction
Channel Drain, certified by the NSF, is 227 GPM. Maximum flow rate is not to be exceeded!
1 ._._ 1 TrT
T_ j _ 1 _ ..
T l =7 -7
K\ \s\,\,\\,\<\<\/\/\,\\ g
T_ _ =
Head Loss Curve Head Loss
ASA MFG-Single Drain Sump,Long Diffuser i M MFG-Dual Drain Sump i
1.20
0.G5—._
T_—_....... ,
i I.op I
0.35
50.80 '. if0.30.
d.ozs '
j
i a
0.20
r
I sae i0.15
i
oto ' i
o.zo
l
0.05 ; i
I
0.00. i 1
0 O I
1 o so too Iso 200 250 0 50 100 150 200 280 iPlowRate(ePmi I Flow Rats(DPm)
4 Revised 3.31.09
7
TECHNICAL DATA
Pressure Loss Chart
Filter Pressure Loss
4
3.5
3
car 2.5
C0J 2
d 1.5
1
0.5
0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
Flow Rate(GPM)
Flow Rates
Residential Commercial
Maximum Cartridge Maximum Cartridge
Flow Rates Flow Rates
Model# Product# sq.ft. GPM GPH 6 hour 8 hour GPM GPH 6 hour 8 hour
CNCRP 160354 100 100 6,000 36,000 48,000 38 2,280 13,680 18,240100
CNCRP 160355 150 150 9,000 54,000 72,000 56 3,360 20,160 26,880150
CNCRP
160353 200 150 9,000 54,000 72,000 75 4.500 27,000 36,000200
1) Recommended flow rate for residential is 0.5 GPM per sq.ft.
2) Commercial flow rate is a maximum of 0.375 GPM per sq.ft.of filter area.
NOTE:Actual system flow will depend on plumbing size and other system components.
CLEAN AND CLEAR'RP Cartridge Filter Installation and User's Guide
8
REPLACEMENT PARTS
2
1
IP
I
MIK 3, 4
Item Part# Description M 5
1 98209800 High Flow Manual Air Relief Calve
MI
2 190058 Pressure Gauge
3 178548 Lid, 100 sq.ft. Filter 6
4 178546 Lid, 150, 200 sq.ft. Filter
i'jiMI Ell i i NM7u'
5 59052900 Lock Ring Assembly
0
7
6 87300400 Body 0-Ring
7 59016200 Air Bleed Sock Kit
8 59053700 Center Core, 100 sq.ft. Filter 8.9
9 59053800 Center Core, 150, 200 sq.ft. Filter
no
T.
g o.
10 R173215 Cartridge Element, 100 sq.ft. Filter no o= =
11 R173216 Cartridge Element, 150 sq.ft. Filter
12 R173217 Cartridge Element, 200 sq.ft.Filter
lo, 11, 12
13 178731 Tank Bottom
14 154712Z Drain Cap Assembly (before 10/ 17)
14 190030Z Drain Cap Assembly(after 10/17)
15 178732 Union Nut"C"Clip
Lli1Igil1 1
J 13
16 U11-200PS Union Nut z17178746UnionDiamondSeal
18 178733 Union,Threaded Half 14
15
17
il18
7:-.--.):„.11, R\I
11
16
CLEAN AND CLEAR°RP Cartridge Filter Installation and User's Guide
29
TECHNICAL DATA
Pump Dimensions
r i_ I I r
taP rN 5.6in
18i ` ;r 1421 m
4. i 1 L
275mm4
T `
y2.8in'
1 71 mm 7.8in
199mm]
23.4in
594mm
9.9in
r 253mm
i I!_ _
ral
M OM
n dpi
1 1
nsit
i
12.4in 1 1.8in 9.1 in li 13.1 in
316mm • i 301 mm 232mm
Iai II/:--
ii::.;*ii-11,, 333mm
MEW L___ 1_ AIL ii_ii-i
Electrical Specifications
Circuit Protection:Two-pole 20 AMP device at the Electrical Panel.
Input:230 VAC, 50/60 Hz, 3200 Watts Maximum, 1 phase
Pump Performance Curves
100
90 al MAX
SPEEDi-
3450 RP I -
OPERATING RANGE FOR I
y 80
FLOW CONTROL
co
1111SPEED 4-3110 RPM 1
O
MI
70
1111411111walMilliti60
IIIIIIII 1111116. _.C
0 1111111111 ill
asm
50
40 -
1 _
U
MI SPEED 3-2350 RPM
to
p 30 -_-- IIIEl
1- 20 -.... SPEED 2-1500 RPM
10 1 SPEED 1-750 RPM
0
0 20 40 60 80 100 120 140 160
Volumetric Flow Rate in US GPM
INTELLIFLO®VSF Variable Speed and Flow Pump Installation and User's Guide
PENTAIR ULTRATEMP
u LT RAT E m
po
HIGH-PERFORMANCE HEAT PUMP
The most energy efficient way
to heat your pool and spa.
t1,144;'9,,
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PENTAIR.COM
select TRADEGRADE
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energy efficient ways to heat your pool or spa. Compared
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fi
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Durable composite
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Standard 2"plumbing
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i
ifillowNoisedampening
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All UltraTemp models are now 1 radeGrade.
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ULTRATEMP®
HIGH-PERFORMANCE HEAT PUMP 111 I
COMPARING THE COST TO HEAT YOUR POOL AND SPA
Heater/Fuel Type Efficiency Cost Per Unit Unit of Measure BTU/$1.00
UltraTemp Heat Pump 5.80 0.12 kWh 164,962
Natural Gas Heater 0.84 1.13 Therm. 74,336
No.2 Heating Oil Heater 0.75 3.75 Gal. 36,933
Electric Resistance Heater 1.00 0.12 kWh 28,442
L.P.Gas Heater 0. 84 2.73 Gal. 28,000
Costs are based on 2019 national average fuel costs and efficiencies(source:Federal Register).
Please consult your local provider for current pricing.
ULTRATEMP HEAT PUMP ORDERING INFORMATION
Model
Part# Part# 80/80/80* 80/63/80* 50/63/80* Breaker Voltage Dimensions
Almond) (Black) BTU/COP BTU/COP BTU/COP Size(amp) (V/Hz/Phase) (LxWxH)
UltraTemp70 460930 460960 75,000/5.8 70,000/5.7 50,000/4.1 40 230/60Hz/1 39x31x33.5
UltraTemp90 460931 460961 90,000/5.7 84,000/5.5 60,000/4.0 50 230/60Hz/1 39x31x33.5
UltraTemp110 460932 460962 108,000/6.0 101,000/5.8 72,000/4.0 50 230/60Hz/1 39x31x44.5
UltraTemp 120 H/ C 460935 460965
127,000/5.6(Heat)
120,000/5.4 82,000/4.0 50 230/60Hz/1 39x31x44.5
71,000/4.1(Cool)
UttraTemp120C 460937 460967 123,000/5.6 115,000/5.3 81,000/4.0 50 230/60Hz/3 39x31x44.5
UltraTemp1200 460833 460863 127,000/5. 7 120,000/5. 5 82,000/4.0 50 230/60Hz/1 39x31x48.2
UftraTemp140 460934 460964 143,000/5. 8 134,000/5.6 88,000/4.0 50 230/60Hz/1 39x31x44.5
UltraTemp 140 H/C 460958 460959
140,000/5.6(Heat)
132,000/5.4 85,000/4.0 50 230/60Hz/1 39x31x44.5
71,000/4.1(Cool)
UltraTemp140C 460928 460929 140,000/5. 8 132,000/5.6 86,000/4.0 50 230/60Hz/3 39x31x44.5
Rating in accordance with ARI Standard 1160(air temp.F°1%relative humidity/water temp.F°).
PENTAIR select' TRADEGRADE
The UltraTemp High Performance Heat The Tradehrade family of The AHRI Certified mark is applied only
Pump has earned the Eco Selecti4 brand products is exclusively made to HVACR equipment and components
distinction as one of the greenest and for and sold by the world's most that have been independently tested
most efficient choices from Pentair. demanding pool professionals, to certify that manufacturers
performance claims are accurate.
1620 Hawkins Ave I Sanford,NC 27330 I United States 1800.831.7133 I pentair.com
All Pentair trademarks and logos are owned by Pentair plc,or one of its global affiliates.UltraTemp°and Eco Select'are registered trademarks of Pentair Water Pool and Spa,Inc.
and/or its affiliated companies in the United States and/or other countries,Because we are continuously improving our products and services,Pentair reserves the right to change
specifications without prior notice.
Pentair is an equal opportunity employer.
P1-046 9/19 02019 Pentair Water Pool and Spa,Inc.All rights reserved. 4111)
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED. City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________
Revision to Issued Permit OR Corrections to Comments Date: ________________
Project Address: ____________________________________________________________________________________
Contractor/Contact Name: ____________________________________________________________________________
Contact Phone: ______________________________ Email: _________________________________________________
Description of Proposed Revision / Corrections:
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
Will proposed revision/corrections add additional square footage to original submittal?
No Yes (additional s.f. to be added: _____________________________)
Will proposed revision/corrections add additional increase in building value to original submittal?
No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent: _______________________________________________________
__________________________________________________________________________________________________
(Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due $_______________
Revision/Plan Review Comments_______________________________________________________________________
__________________________________________________________________________________________________
Department Review Required:
Building _____________________________________________
Planning & Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities _____________________________________________
Public Safety Date
Fire Services Updated 10/17/18
100' 2"S 41° 8' 8" E75' 3"
N 40° 53' 42" E 100'N 41° 9' 42" W75' 2"
S 40° 47' 19" W
16' 2"S 41° 0' 0" E25'
N 41° 0' 0" E 16' 2"N 41° 0' 0" W25'
S 41° 0' 0" W
3'
Travertine Decking:
600sfdrainage to street
drainage to retention
area
drainage to street
ENTRY STEPS
SUNSHELF
RETURN
Downspout
Downspout
Area to be gravel/rock
Area to be gravel/rock
drainage pop up
Scale: 1/8" = 1 ft
FBC Safety Met By:1) Fence that
meets safety
code
2) Floating
Pool Alarm
NAME:JOHNSON Tim & Susan ADDRESS:425 Sailfish Drive East CITY:Atlantic Beach STATE:FL ZIP:32233 PHONE:443-862-0398 EMAIL:susanleebrown1@gmail.com timjohnson33@yahoo.com
SQ FT:428
DEPTH:3.5-6.0
PERIMETER: 92'
GALLONS:11,117
RECIRC:Wall returns
SKIMMERS:1 Prefers square vs round
TILE:Standard
POOL FINISH:2 Color Pebble
DECK:Marble
COPING:Actual 99x10%=109lf -Marble
NEW DECK SQ FT:Actual 701x10%+12sf Corners=783
-Marble
EXISTING LANAI:x
FOOTING:x
ROOF:x
DOORS:x
SIZE:x
RASIED HEIGHT:x
PERIMETER:x
SPILLWAY:x
LIGHT:x
BUG SCREEN:x
POOL PUMP:Inteliflo VSF
2ND PUMP:x
FILTRATION:Cartridge 150
LIGHT:2-GloBrite LED's
HEATER:127k btu Heat & Cool
CONTROLS:EZ-T4 ScreenLogic
SANITIZER:IC-40
SPECIAL Color Vision Bubbler, JVA, Sunshelf, Large Steps,
2-Umbrella Anchors, Autofill, Bench Total 10',
139sf Concrete removal
SIZE:27'5" x 18'4"
POOL SPECS 9/5/22
DECK Drain: 60lf
SCREEN: None
SPA SPECS: None
EQUIPMENT
CLEANER:Polaris 280
JOHNSON
STATE:Florida
CELL:503-869-0555
WORK:904-998-1811
EMAIL:PalacePoolsInc@gmail.com
ZIP:32246
CITY:Jacksonville
ADDRESS:11463 Saints Rd.
DESIGNER:LuDahl
3ft. 6in.4ft.
11ft. 6in.
6ft.
10ft. 1in.
6ft.
6ft.
Pool Depth Profile
access
Plumbing
Notes:
4'
6'
7'
8'
5'
3'
3'6"
4'6"
5'6"
bench
?
sunbench
skimmer
return
light
cleaner
MD
deck jets
Layout
NamePregrade
Dig & Steel
Shoot
CLIENT NAME:ADDRESS:CITY:Atlantic
Beach
STATE:FL ZIP CODE: PHONE:443-862-0398 EMAIL:susanleebrown1@gmail.comAUTOFILL INFO
Travertine Decking:
600sf
Lot Coverage: 42.9%
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED. City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________
Revision to Issued Permit OR Corrections to Comments Date: ________________
Project Address: ____________________________________________________________________________________
Contractor/Contact Name: ____________________________________________________________________________
Contact Phone: ______________________________ Email: _________________________________________________
Description of Proposed Revision / Corrections:
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
Will proposed revision/corrections add additional square footage to original submittal?
No Yes (additional s.f. to be added: _____________________________)
Will proposed revision/corrections add additional increase in building value to original submittal?
No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent: _______________________________________________________
__________________________________________________________________________________________________
(Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due $_______________
Revision/Plan Review Comments_______________________________________________________________________
__________________________________________________________________________________________________
Department Review Required:
Building _____________________________________________
Planning & Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities _____________________________________________
Public Safety Date
Fire Services Updated 10/17/18
100' 2"S 41° 8' 8" E75' 3"
N 40° 53' 42" E 100'N 41° 9' 42" W75' 2"
S 40° 47' 19" W
16' 2"S 41° 0' 0" E32'
N 41° 0' 0" E 16' 2"N 41° 0' 0" W32'
S 41° 0' 0" W
3' 7"10'5'
Water Retention Area:518sf/2 ft
Depth
Earthen Weir 3' 7"Travertine Decking:
600sf
drainage to street
ENTRY STEPS
SUNSHELF
RETURN
Downspout
Downspout
Area to be gravel/rock
Area to be gravel/rock
Downspout to be piped via corrugated pipe
to retention area
Pop Up
Scale: 3/32" = 1 ft
Lot Coverage 42.9%
Johnson:
425 E. Sailfish Dr.
Drainage/Water
Retention Plan