1752 Maritime Oak Dr POOL20-0021OWNER:ADDRESS:CITY:STATE:ZIP:
Courtney Rhoades 1752 Maritime Oak Atlantic Beach FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
ISLAND POOLS,LLC 1546 LINKSIDE DR ATLANTIC BEACH FL 32233
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169505 1845 ATLANTIC BEACH
COUNTRY CLUB UNIT 02
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1752 MARITIME OAK DR SWIMMING POOL SWIMMING
POOL RESIDENTIAL inground swimming pool $66585.00
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: 8/4/2020
PERMIT NUMBER
POOL20-0021
ISSUED: 8/4/2020
EXPIRES: 1/31/2021
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 $348.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $174.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.83
STATE DCA SURCHARGE 455-0000-208-0600 0 $5.22
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $735.05
3 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).
4 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.
5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
6 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
7 PUBLIC WORKS REVISION INFORMATIONAL
Notes:
Any plan change must be submitted as a Revision to the Building Department.
8 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
9 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
10 PUBLIC WORKS AS-BUILT INFORMATIONAL
Notes:
Contractor must submit As-Built plans to City within 30 days after completion of project.
2 of 2Issued Date: 8/4/2020
PERMIT NUMBER
POOL20-0021
ISSUED: 8/4/2020
EXPIRES: 1/31/2021
SWIMMING POOL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $735.05
POOL20-0021 Address: 1752 MARITIME OAK DR APN: 169505 1845 $735.05
BUILDING $348.00
BUILDING PERMIT 455-0000-322-1000 0 $348.00
BUILDING PLAN REVIEW $174.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $174.00
PUBLIC WORKS PLAN REVIEW $100.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE SURCHARGES $13.05
STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.83
STATE DCA SURCHARGE 455-0000-208-0600 0 $5.22
ZONING PLAN REVIEW $100.00
ZONING REVIEW SINGLE AND TWO FAMILY
USES 001-0000-329-1003 0 $100.00
TOTAL FEES PAID BY RECEIPT: R12618 $735.05
Printed: Tuesday, August 04, 2020 3:43 PM
Date Paid: Tuesday, August 04, 2020
Paid By: ISLAND POOLS,LLC
Pay Method: CREDIT CARD 350566452
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R12618
Building Permit Application
City of Atlantic Beach Building Department
800 Seminole Road , Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email : Building-Dept@coab.us
Updated 10/9/18
""ALL INFORMATION
HIGHLIGHTED IN GRAY
IS REQUIRED .
. 822'7'7
Job Address : 052. \')IJdrd-iwle ,Oa.K }X i±1+atl±.c B:-6
1
FH'ermit Number: _________ _
Legal Description ltl~I'32. ~-Z'1E-.15k I\-4tAttbC l?Pac b Ccuttfp;\ Club RE# 1\6!}I25-I"6'-1-:;-
Valuation of wo ~~~a~ment ~~ $/.elt ,5"<35". c:;o Heated/Cooled SF Non -Heated/Cooled. ____ _
•
•
•
•
Class of Work : D New D Addition D Alterati on DRepair DMove DDemo ~ol D Window/Door
Use of existing/proposed stru ctu re(s): D Commercial ~sidential
If an existing structure, is a f ire sprinkler system installed?: DYes D Na
Will treelsl be removed in association with oroo osed oroiect? DYes Imust submit seDarate Tree Removal Permitl ~o
Describe in detail the type of work to be performed:
1'n '1vcuvJ ::?WivYll'hl-v'lq pro I
Flori da Pr oduct Approva l # ___________________ for multiple products use product approval form
Name
City
E-Mail
State E L Address ~ f'Y\aYl+i~.
Zip :>.>27& Phone 5">f2J
rney or Agency Letter Required) ___________________ _
I! C. QualifyingAgen~~ bv,?-J .~~~$~~~~~F~~~)~~~~)~~~~!'"9r~~~,.i~~~~C-~-i-=-~~~-~~~~~-C ityA+ldVrtt~t;£1-1 Zip 3:?,222 Office Phon e Job Site Contact Numbr r ::--:-1.c::-_:-:--=-_________ _
State Certification/Registration # E-Mail Y"d @ l~~p=;01 -2 . o rg
Architect Name & Phone # ________________________ ..J=:.... __________ _
Engineer's Name & Phone # --------,"'--------------r------=--"...----
Workers Compen sation Insurer er-,t~ OR Exempt ;;; Exp iration Date c::r -a,f
Application is hereby made to obtain a permit '0 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
construct ion in this jurisd i ction. I understand that a separate perm it must be secu red for ElECTR ICA L WORK, PLUMBING, SIGNS,
WEL LS, POOLS , FURNACES, BO ILERS , HE ATERS , TANKS, and AIR CONDITIONERS , etc. NOTICE : In addit ion to the requirements of this
permit, there may be add itional 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 d istricts, state agencies , or
federal agenc ies.
OWNER 'S AFF IDAVIT: I certify that all the foregoing informati on is accurate and that all wo rk will be done in compliance with all
appl icable 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 ATIORNEY BEFORE
RECOL~~E OF COMMENCEMENT.
(Signature of Owner or Agent ) --;~-fte~+---;;=-":"'~~"::":::_:::::_::------
s>ed and sworn to (or affirmed) before me this } U dayof
, \ I ."&5'2 0 ,by . ~
Si gned and sworn to (or affi rm
w ih ' . --zrl1<,\. b,y',.. ...-1=~~~~-=~-
... -;\"';t.~~,~.~. KW ·~'lliary) f a
= r J:. ';'. , Commi !>s iDn ti GG 12990 4 ....... , .•.. \~~~.~~! Expire S Nov (;m~er 30, 2021 "'~~~"':~6'" KAY KEE L SM ITH ""~~'~:~,:,~., Bond e':: Thru Tro y Fam In surance&OO.385.701 9 f./' ~ "\:: Comm ission # GG 1299 04
[ J Pel 30nalty Kno w n OR L...:::::;;:::;...::::.::::.:;:::.:;=::::.:::=:.:=::::JF~~rsOnally Known OR ~.::i~~~~~:' Expires November 30,2021
[ J Produced Identification [ ) Produced Identifrcatio ···1;~f;~~?·'·· Bond9ll Thru Troy Fai" Insura ncaSoo..38 5-7019
Type of Identification : Type of Identifica t ion : ~~~~-=~~~~~~~~;,,;,;.t
-6' 7"
-6' 7"
-6' 7"
-6' 7"0'0'
0'
0'
5'
56
'
50'
5
6
'
5'
5'
32'
1
9
'
7
'
Access this side
Barriers per FBC2017 water
alarms and fencing
3.5ft 6ft
6therapy jets and horseshoe bench please mark air
and water lines
Light
Pool beam is 8"-9"
elevation is even with
existing patio decking will
be 23/8" paver declking
and will cover existing 7ft
raised spa 12" 6 therapy
jets with 10" beam 2hp
blower and 399K BTU
natural gas heater IC40
with easy touch LED pool
and spa 120v lights. VErify
pool equipment location
before setting
Polaris caretaker in floor cleaning
system
Umbrella holder in sunshelf
1
1
"
10'
11
"
12'
21
'
3'
3
7
'
2'
4' 3
"
4'
4
'
3
"
28'
37
'
3'
2
1
'
12'
6'
1
"
10'
6
'
1
"
11'
19
'
32'
1
9
'
11'
6
'
8'
6'
8'
6
'
1
"
11'
6'
11'
1'
11'
1
'
11'
1'
11'
1
'
11'
1'
11'
1
'
11'
1'
11'
1
'
11'
20'
10
'
20'
6
0
'
40'
50
'
1'
1
'
1'
1'
Zip:Zip:Zip:Zip:Zip:Zip:Zip:Zip:Zip:Zip:Zip:Zip:Zip:Zip:Zip:Zip:Zip:Zip:
State:State:State:State:State:State:State:State:State:State:State:State:State:State:State:State:State:State:
Phone:Phone:Phone:Phone:Phone:Phone:Phone:Phone:Phone:Phone:Phone:Phone:Phone:Phone:Phone:Phone:Phone:
Phone:
City:City:City:City:City:City:City:City:City:City:City:City:City:City:City:City:City:City:Atlantic Beach FL 32233
Address:Address:Address:Address:Address:Address:Address:Address:Address:Address:Address:Address:Address:Address:Address:Address:Address:Address:1752 Maritime Oaks Dr
Owner:Courtney RhoadesOwner:Courtney RhoadesOwner:Owner:Owner:Owner:Owner:Owner:Owner:Owner:Owner:Owner:Owner:Owner:Owner:Owner:Owner:Owner:Owner:Courtney Rhoades
Address:
City:
Phone:
State:
Zip:
POOL SPECS
SIZE:15x30 SQFT:450 sft
DEPTH:3.5- 6
EST TOTAL GALLONS:
PERIMETER:90 lft
SPA SPECS
DEPTH:
SIZE:7'
EST TOTAL GALLONS:
PERIMETER:
SQFT:3.5'
RAISED HEIGHT:
RETURNS:3
SKIMMERS:1
SPECIAL:
NOTES:
SPILLWAY:
SKIMMERS:
RETURNS:
SPECIAL:
NOTES:
PLUMBING
RETURNS:3 SKIMMERS:1
POOL MAIN DRAINS:2 SPA MAIN DRAINS:
CLEANING SYSTEM:suction HEADS:
VAC LINES:ROBOT VAC:
WATER FEATURES:SPA SPILLWAY:
LIGHTS IN POOL:LIGHTS IN SPA:
TOTAL PIPE:
DECK
DECK TYPE:Brick pavers ELEVATION:
INTERIOR MATERIAL:
TILE:
INTERIOR MATERIAL:
TILE:
TOTAL DECK SQFT:500 sft PERIMETER:
RAISED BEAM:LIP STYLE:
MATERIAL 1:MATERIAL 2:
NOTES:
SPECIAL:
NOTES:
SPECIAL:
EQUIPMENT
POOL PUMP:Intelliflo VS3050 2ND PUMP:
FILTRATION:Cartridge FILTER SIZE:RP 150
HEATER:INLINE:
TIMER:Easy Touch 4 Function GAS:
NOTES:
SPECIAL:IC 40
RD GRAY
334-5421
Cover page
The Adcock residence
1752 Maritime Oaks Dr
Atlantic Beach FL 32233
Occupancy class R-3
FBC 2014 NEC 2014
Impervious calculations (Refer to topo survey)
Site survey
Site plan
Drain and entrapment prevention
Pool steel drawings
Equipment cut sheets
Deed
NOC to be filed and sent in
Alarm specifications
FLQWTIIR US PA
NOSKlM J\lER
SKJMMi!R
TY PICALGR. FOR /I J
REBAR, 2' OlFr WIT II
II II CU TO PUMP
o I OPTIONAL DECK WI
I I~" I'ITO IIN 10'
I!i
OPTIONAL t2V UG II T
WfTRANS. X" BRASS
OR PVC (SeE NOTES)
WATER
LINE
SWIM-OUT OR LADDER
REQUIRED (OR/IIII CU)
WI/ERE DE.M11 OVER
~' DEEP (SEI:: NOTES)
NO LIM IT ATIONS TO
S HAPE EXCEPT FOR
DIVING
ENTRY REQUtRED
(SEE NOTES)
RAIL OPTIONAL
GENERAL POOL PLAN
N.T.S.
2'-9· Mi n. EXCEPT FOR
SLO PIN O ENTRI ES . 4'-0" Mu. SEe NSP I ~ RE :
HA NDIIOLDS
EXCEPTION: ROPE AND
FLOATS INSTALLED IF
LESS THAN 4'.0"
~ ~
8"Mu.
RIId ius
SB2836.6-2()..()7
1 Mu.
,[
8' Min . TO SLOPE OlANGE
POOL SECTION DETAIL
N.T.S.
11.000Mu _
FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMIN G POOLS, THE USE OF
AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 A WO. BARE SOLID
COPPER WIRE BURIED TO A MIN IMUM OEPTI" OF 4 INCHES TO 6 INC HES BELOW
SUBGRADE, AND 18 TO 24 IN CHES FROM [NSIDS WALL OF A SW IMMING POOL OR
SPA, IS DEEMED A PERMlSSIBLE ALTERNAT IVE OR EQUIVALEf','T TO COMPLIANCE
WITH s. 680.26(c) OF THE NATIONAL ELECTRJCAL CODE.
FOOTING
OPTIONAL
PAVERS OR
4" DECK 2,500
psi (Min.)CONC.
WIFIBER MESH
DECK FlNlSH
PER CONTRACT
(NON-SLIP)
8" L r _ POOL FJN ISH
>( 'I PER CONTRACf
l-H1 8" X 8" FOO TI NG ~ W/(2) #3 BARS
OR (1) #5 BAR
BEAM & "1" BAR
OPTIONAL
6"-tH
6" Min . WALL & FLOOR nUCKNESS. 3,500 p!li(M IN.) CONe . III BARSON ---.l
12" CEN TERS EIT HER WA Y, TIE ALT. IN TERSECT IONS I S~ MIN. OVE RLAP .
2" MIN .COVERAGE ON STEEL WICONC . TO ASTM AIS. A16. ASTM A3()'S
Stru ctural subject to su itable so il conditions.
FlNIS H X~
MARC ITEOR
EXPOSED
AGGREGATE
POOL/SPA, DECK, BEAM, WALL, FLOOR
N.T.S.
SKJMMe"R RBQUIRW~
FOR SPA wm-t
IND£I'ENDENT
FILTRATION SYSTEM
> MAIN DRAIN REQU IRE
(TAJ\tPER pROOF/SEI! NOTES)
> LIGHT ING &; 60NDING SAME AS
POOL
>NO UMITAT IONS ON SllApE
GENERAL SPA PLAN
N.T.S.
FLORIDA BUILDING CODE R4501
THE POOL CONTRACTOR IS RESPONS IBLE FOR
FURN ISHING ALL DETAIL DESIGN REQUIREMEN TS
FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH
THE FLORIDA nUILDING CODE, AND ALL
CONSTRUCT ION SHALL MEET ALL APPLICABLE
CODES INCLUDING PLUMB ING, ELECTR ICAL AND
GAS. PIPING SHALL BE SCH. 40 PVC , NSFpw , MAX .
PRESSURE VELOC ITY 10 FPS , SUCTION 6 FPS.
THE POOL PLAN S I'IALL SHOW THE DESIGN
PLUMBING AS PER THE SAMPLE WITH TH E
INFORMATION REQUIRED SHOWN. MA IN DRA IN
PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3'
WITH APPROVED ANSIIASME Al 12.19.8.2009 COVERS. AS
AN ALTERNATE THE APPROVED DRAINS MAYBE
PLACED ON DIFFERENT PLANES . THE TWO DRAJNS
SHAL L HAV E A COM MON SUCTION LINE. SUCTION
GRATES MAY DE USED IF APPROVED AT A MAX1MUM
OF I ~ FPS AND THE SUCTION PIPING IS RECESSED
FROM THE GRATE THE DI$T ANCE EQ UAL TO THE
SUCTION PIPE SlZE. SKIMMERS DO NOT REQUi RE
PROTECTION AND
MUST BE DESIGNED FOR A MJN1MUM 25 gpm.
TH E FOLLOWING SHAL L BE LABELED WITH
LABEL MARKER TAPE AT THE FILTER LOCATION :
PIPES. VALVES , PUMP(S) OFF SW ITCU.
ELECTRICAL REQUIREMENTS:
-WIRING AND BONDING AND ALL ELECTRICAL TO
COMPLY WITH CHAPTER 42 , FLORIDA BU ILD ING CODE
6TH EDIT ION -RESIDENTIAL AL'ID NEe 2014 .
·NO OUTLET OR OVERHEAD POWER WITHIN 10' lF
WITHIN IS' PROTECT DY OF I, TRANSFORMER MIN. 10'
FROM POOL, 8ft ABOVE WATER,J BQX4'FROM POOL.,
BRASS TO J BOX OR TRANSFORMER WHICH EVER IS
FIRST EXCEPT WHERE PVC IS APPROVED.
SAMPLE ONLY. EAC H APPLICATION FOR PERMIT SHALL
BE BASED ON A TOTAL DYNAMI C HEAD OF 60 ft.
Determine System Flow Rate:
Minimum Flow Rate Requ iTed: 35gpm per skimmer (Required : I Skimmer per 800 sf)
Pool Volume : ~ sq . n)t~ ave depth x 7.481 gaVer -15,000
Tu moverTime in Hours: ~ hour s)t 60 min/hT = ....J.2O.....-m inUi es
Flow Ratc : 15 ,000 gallons I ~ minu tes --A2-gpm
PIPE SIZrNG CHARTfMAXIMUN)
PIPE SUCTION PRESSUR E
'W 3SGPM 6~GpM
2·· 60 '" 2X 90 141
3·· m 230
4 '· '" 396
FOR POOLS WITH VOLUME -I S.OOO GALS .
PUMP: STARITE P6E6DL OR flA YWARO SUPERJ I
Yo III' 42 GPM 60' TIJRN
TIJRNOVER RATE -6 HOURS -360 MINS.
FILTER: ST ARITE P'1'M 50. SO (jPM OR
itA YWARD em, 7S GPM CAPACITY
MAIN DRA IN: HAYWARD W61048 E
CLEANER : IIAYWARD VA C LOC
MAIN SUcnONPIPESIZE ~
SKIMMER SUCTION PII'E SIZE ....2:...
ctEA NERNAC PIPE SIZE ...!t.
RETURN sumaN PIPE SI ZE k
w
<i
I ~:·:·:·:·~ EQUIPME'"
.... ~LOCATION
ga ll ons
• MA IN DRAINS AS OF 12-1!1-08
ANSVAS ME Al 12.19.8-2001
POOL
MIN. GRATE OPEN AREA -FLOWIl1.11
FOR VeLOC ITY 6'/SEC
CLEANER
LINE
RESIDENCE
SPECIAL SPA REQUIREMENTS:
-MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH
28",MAX .
-fLOOR SLOPE 1:12
-STEPS: Mm. TREAD 10" X 12", 7~ MIN. RISER, 12" MAX.
RJSER EXCEPT THE BOITOM STEP MAY BE 14" IF IT IS
THE SEAT. INTERMEDIATE TREADS AND RISERS TO
BE UNIFORM . IF THE SPA IS OPERATED
INTERMITTENTLY IT SHALL HAVE A ONE UOUR
TURNOVER , IF CONTrNUOUS A SIX HOUR TURNOVER.
-MAJUMUM TEMPERATIJRE 104 DEGREES.
-MEET ANS IINSPI ARTICLE XV II , SAFETY
INSTRUCTION/SAFElY S IGNS.
·PRESSURE TEST PIPING AT 35 PS I FOR 15 MINllTES OR
MEET LOCAL CODE IF GREATER .
GENERAL DESIGN REQUIREMENTS
-DESIGN, CONSTRUCTION AND WORKMANSHIP
SHALL BE IN CONFORMITY WITH THE
REQUIREMENTS OF APSPflCC 3, APSPflCC 4, APSPIICC S,
AND APSPnCC 6 AND APSPflCC 7 BASED ON TIlE
POOL lYPE.
-SEE NSPI FOR DIVING WATER ENVELOPES .
·SLlDES SHALL MEET THE MANUFACTURE'S
INSTALLATION REQUIREMENTS.
-ALL POOLS WHETUER PUBLIC OR PRIVATE SHALL DE
PROVIDED WITII A LADDER OR STEPS IN TIlE SHALLOW
END WHERE THE WATER DEPTH EXCEEDS 24 INCHES (6 10
MM).lN PRJVATE POOLS WHERE':NATER DEPnl EXCEEDS 5
FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS OR
UNDERWATER BENCHESI SWIM-OlITS iN TIlE DEEP END.
WHERE MANUFACTURED DIVJNG EQU IPM ENT IS TO BE
USED, DENCHES OR SWIM-OUTS SHALL BE RECESSED OR
LOCATED IN A CORNER.
-CIR CULATION SYSTEMS. COMPONENTS AND
EQU iPM ENT SHALL CQMPL Y WITH NSF SO .
-TI -IE MAXIMUM TURNOVER RATE IS 12 HOURS.
-F ILTERS SHALL HAVE AN AIR RELEASE AND
PRESSURE GAGE.
-PUMPS 3 HP AND LESS SHALL MEET ANSIIULI 081
CORROS ION RESISTANT WITH STRAINER AND MEET
TIlE REQU IRED FLOW.
-SURF ACE SKIMM ERS SHALL MEET NSF 50 AND
THERE SHALL BE ONE FOR EVE RY 800 SQU ARE FEET
OF SURF ACE AREA.
·APPROVED MANUF ACUTRED INLET FITTNGS FOR TH E
RETURN OF RECIRCULATED POOL WATER SHALL BE
PROVIDED ON THE BAS IS OF AT LEAST ONE PER 300
SQU ARE FEET (28 m2) OF SURFACE AREA. SUCH lNLET
FIlTlNOS SHALL BE DESIGNED AND CONSTRUCTED TO
IN SURE AN ADEQUATE SEA L TO THE POOL STRUCTURE
AND SHALL INCORPORATE A CONVEN IENT MEANS OF
SEALING FOR PRESSURE TESTING OF TIlE POOL
CIRCUlATION PIPING. WHEN MORE TIIAN ONE INlET IS
REQU IRED, TUE SHORTEST DISTANCE BETWEEN ANY TWO
REQU IRED INLETS SHALL BE AT LEAST 10 FEET (3048 MM).
·HEATER SHA LL MEET ANSI -Z21 .56OR UL 1261 OR
UL559.
·DISINFECT ANT EQUIPMENT SHALL COMPLY WITH
NSF 50 .
-PRESSURE TEST PIPlNO AT 35 PS I FOR IS MINllTES OR
MEET LOCAL CODE IF GREATER.
-RESIDENTIAL SWIMM ING BARRJER REQU IREMENTS TO
MEET SECTONS 454.2.17
-WASTE DISPOSAL TO COMPLY WITH SECfION 454.2.10
IT HAS BEEN CERTIFIED TIIATTHESEDES ION
REQUIREMENTS ARE IN COMP LIANCE Willi THE
FLORIDA BUILDING CODa R450 I , 6T H EDITON 45 4.2-20 17,
ANSI/APSPIICC 3,
ANSIIAPSPIICC 4, ANSIlAPSPflCC 5. AND ANSUAPSPIICC 6 AND
ANSIIAPSPIICC 7, ANSIIAPSPflCC 14, ANSIIAPSPIICC 15.
ISLANDP
Simplified Total Dynamic Head (TDH) Calculation Worksheet
CALCULATIONS MUST BE PER ANSI/APSP/ICC 7-13 & FBC-R R4501.6
The Contractor is responsible the accuracy of the Worksheet
Determine Maximum System Flow Rate
Minimum Flow Rate Required : 35gpm per skimmer (required: 1 skimmer per 800 sq ft of surf. area)
1. Calculate Pool Volume 450 X £1.5 X 7.48 (gal./cubicfoot) = J 5'5 Db
(Surface Area) (Avg Depth) f _ (Volume in Gallons)
2. Determine preferred Turnover Time in Hours: \9 X 60 (min / hour) = 3GlO
3.DetermineMaxFlowRateI5S0C> / ?:r;'b + 0 = 2:jTr'b-PM r _ (Volume in Gallons) (Tumover in Min) (pool Flow Rate) (System Flow Rate)
4. Spa Jets: LO X /0 GPM per jet = (0 0 flow rate
(No of Jets) OetFlow) (Total Jet Flow Rate)
(For Single Pump pool /spa combo , use the higher of No.3 or No.4 in the following calculat ions for the pool & Spa)
Determine Pipe Sizes:
'2" Branch Piping to be -"~"'-:-_ inch to keep velocity @ 6 fps max. at 100 gpm Maximum System Flow Rate
~" 0 Suction Piping to be d, inch to keep velocity @ 8 fps max. at.1.QQ.. gpm Maximum System How Rate
~., 0
Return Piping to be Q\, inch to keep velocity @ 10 fps max. at J..QQ.. gpm Maximum System Flow Rate
Determine Simplified TDH: I
I . Distan ce from pool, to pump in Ft: d-.O
2. Friction loss (in sucti on pipe) in 3" inch pipe per I t. @ gpm = J 00 (from pipe flow/friction loss chart)
~" r~' 3 . Friction loss (in return pipe ) in 0\ inch pipe per I t. @ gpm = iQ;L(from pipe flow/friction loss chart)
4. d-O X .OL\ 0 .'6
(TDH Suction Pipe) a. 5.
(Ungth of Suction Pipe) (R of headl l ft of Pipe)
~o x~.~l(~)~~_
(Length of Suction Pipe) (Ft of beadll ft of Pipe) (fDH Suc;tion Pipe)
Rowand Friction Loss Per Foot
(Schedule 40 pvc Pipe)
~=i .
Pump anc Main Drain Cover:
TO H in Pi PinJS.g-'=~7-=.=""g,-
Filter loss in TDH (from ftlter data sheet)_-LI""S-=-_
Heater loss in TDH (from heater data sheet)_.I.;) ",5<-_
Total all other 10ss,_"",O,-,--=-_
Total Dynamic Head (TDH) 30l.. '6
Pump selection J:t.H ell i flo VS F-3DsD using pump curve for TDH & System Flow Rate
(Pump model and size in HP)
Main Drain Cover~ P /Vo VA (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 Type of Required In-Ooor Suction Outlets:
(Check all that apply) "
t8--0 .... 3' ... 0 7 % suction outlets @ I () 0 9pm max. flow (see note 2)
00 o o _____ suction outlets @ _____ 9pm max. flow (see note 3)
DC' ======~ _____ channel drain @ 9pm wi ports (see note 4)
P
S
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
3 1
3 2
33
34
35
0
0
2.3
4 .6
6 .9
9 .2
11 .5
13.9
16.2
18.5
20.8
23.1
25.4
27.7
30
32.3
34.6
37
39.3
41 .6
43.9
46.2
48.5
SO.8
53 .1
55.4
57.8
60.1
62 .4
64 .7
67
69.3
71 .6
73.9
76.2
78.5
80.9
Total Head In Feet Conversion Chart
Inches Mercury (Vac uum Gau ge)
2 4 6 8 10 12 14 16
2 .3 4 .5 6 .8 9 11 .3 13.6 15.8 18.1
4 .6 5 .8 9 .1 11 .4 13 .6 15.9 18.1 20.4
6.9 6 .1 11 .4 13 .7 15 .9 18.2 20.4 22 .7
9.2 11 .5 13 .7 16 18 .2 20.5 22 .6 25
11 .5 13.8 16 18.3 20 .5 22.8 25 .1 27.3
13.6 16.1 18.3 20 .8 22 .8 25.1 27 .4 29.6
16.1 18.4 20.6 22 .9 25.2 27.4 29.7 31 .9
18 .4 20.7 23 25.2 27 .5 29 .7 32 34.3
20.7 23 25 .3 27 .5 29 .8 32 34.4 38.6
23 .1 25.3 27 .6 29 .8 32.1 34.3 38.6 38.9
2 5.4 27.6 29 .9 32.1 34.4 36.7 36.9 41 .2
27.7 29.9 32 .2 34.5 38.7 39 41 .2 43.5
30 32.2 34.5 38.8 39 41 .3 4 3.5 45 .8
32.3 34.5 38.8 39.1 41 .3 43 .6 45.9 46.1
34.6 36.9 39.1 41 .4 43.6 45.9 48.2 50.4
38.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7
39.2 41 .5 43.7 46 48.3 50.5 52.8 55
4 1.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4
43.8 46.1 4 8.4 50.6 52.9 55.1 57.4 59.7
46 .2 48 .4 50.7 52.9 55.2 57.4 5 9.7 62
48.5 50.7 53 55.2 57.5 59 .8 82 64.3
50.8 5 3 55.3 5 7.6 59.8 82.1 64.3 66.8
53.1 55.3 57.6 59.9 6 2.1 64.4 66.6 68.9
55.4 57.7 59.9 62.2 64.4 66.7 69 71 .2
57.7 6() 62.5 64.5 66.7 69 71 .3 73 .5
80 62.3 64.5 66.8 69.1 71 .3 73.6 75 .8
62 .3 64.6 66.8 69.1 71 .4 73.6 75 .9 78.1
64 .6 66.9 69 .2 71 .4 73.7 75.9 78 .2 90.5
66.9 69.2 71 .5 73 .7 76 76.2 80.5 82.8
69.3 71 .5 73.8 76 78 .3 80.5 82.8 85.1
71 .6 73.8 76.1 78 .3 80.8 82.9 85.1 87.4
73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7
76.2 78.4 80.7 83.1 65.2 87.5 69.7 92
78.5 80.7 83 65 .3 8 7 .5 69.8 92 94.3
80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6
83.1 85.4 87.6 89.9 92.2 94 .4 96.7 98.9
18
20.3
22 .7
25
27.3
29.6
31 .9
34.2
38.5
36.8
41 .1
43.4
45.8
48.1
50.4
52.7
55
57.3
59.6
61 .9
64.2
66.5
58.9
71 .2
73.5
75.8
78
80.4
82.7
65
87.3
89.6
92
94.3
96.6
98.9
101 .2
• NOTE : FIELD TDH MUST BE EQUAL T O OR HIGHER
THAN THE CALCULATED TDH .
•• GAGES TO BE INSTA LLED A T T HE T IM E OF FI NAL
IN SPECTIO N FO R VERIFICATIO N.
,