294 POINSETTIA ST - PERMIT POOL18-0017 DWGSCITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONELINE 247-5814
SWIMMING POOL - SWIMMING POOL RESIDENTIAL
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
PERMIT INFORMATION:
PERMIT NO:
Description:
Estimated Value:
Issue Date:
Expiration Date:
PROPERTY ADDRESS:
Address:
RE Number:
POOL18-0017
inground swimming pool
27000
6/11/2018
12/8/2018
294 POINSETTIA ST
170567 0010
rKvrrKI T UVVNtK:
Name: Derek Nowell
Address: 294 Poinsettia Street
Atlantic Beach, FL 32233
UGI'IrKAL wn I KAc 1 UK INFORMATION:
Name:
Address:
Phone:
Name: Florida Luxury Pools, Inc.
Address: 74 Levy Road
Phone: Atlantic Beach, FL 32233
rmmzi LmrUKMA1IUN:
Please see attached conditions of approval.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOU 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.
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 aszencies.
* A notice of Commencement is only required for work exceeding an estimated value of
$2,500. For HVAC work, a Notice of Commencement is only required when HVAC work
exceeds and estimated value of $7,500.
Permit
Conditions
hCity of
Atlantic Beach
Permit Number: POOL18-0017
Description: inground swimming pool
Applied: 5/14/2018 Approved: 6/8/2018
Site Address: 294 POINSETTIA ST
Issued: 6/11/2018 Finaled:
City, State Zip Code: Atlantic Beach, FI 32233
Status: ISSUED
Applicant: <NONE>
Parent Permit:
Owner: Derek Nowell
Parent Project:
Contractor: <NONE>
Details:
LIST OF • •
SEQ NO FADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS
DEPARTMENT CONTACT
REMARKS
1
5/30/2018
PERVIOUS PAVERS
INFORMATIONAL
PUBLIC WORKS Scott Williams
Notes:
'Pervious pavers must be used to receive 50% credit.
2
5/30/2018
ADDITIONAL COMMENTS PUBLIC
INFORMATIONAL
WORKS
PUBLIC WORKS
Scott Williams
Notes:
Provide manufacturer's cut sheets on pavers being used to receive credit.
n.:..+,..J. nn..ra-...11 i
01/01%
1 C
Sly;� City of Atlantic Beach
S Building Department
800 Seminole Road
Atlantic Beach, Florida 32233-5445
v� Phone (904) 247-5826 • Fax (904) 247-5845
E-mail: building-dept@coab.us
City web -site: http://www.coab.us
APPLICATION NUMBER
(To be assigned by the Building Department.)
Date routed: S' I
APPLICATION REVIEW AND TRACKING FORM
Property Address: v t "� � ,) St fk cf
Applicant: i GI l--t�qL[ j'\t
Project: DUN
Review fee $
D rtment review required Yes No
ree dministrator
c Works
Public Utilities
Public Safety
Fire Services
Dept Signature
Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
Ar%I%ki CTATIIQ
Revised 05/19/2017
Reviewing Department
First Review:
Approved. ❑Denied. ❑Not applicable
(Circle one.)
Comments:
BUILDING
Reviewed by: L/1�1 1�q_ Date:
TREE ADMIN.
Second Review:
❑Approved as revised. ❑Denied. ❑Not applicable
PUBLIC WORKS
Comments:
PUBLIC UTILITIES
PUBLIC SAFETY
Reviewed by: Date:
Third Review:
❑Approved as revised. ❑Denied. ❑Not applicable
FIRE SERVICES
Comments:
Reviewed by: Date:
Revised 05/19/2017
TREE & VEGETATION AFFIDAVIT
s
sf City of Atlantic Beach
...-1 Community Development Department
800 Seminole Road Atlantic Beach, FL 32233
(P) 904-247-5800
SITE INFORMATION
ADDRESS
FOR INTERNAL OFFICE USE ONLY
PERMIT #
SUBDIVISION St;L1 Pt Sic t'15 . lc� BLCICK �/' LOT
RE# —no io
APPLICANT INFORMATION
RESIDENTIAL 0 COMMERCIAL OTHER
L--
:L 1� '�l Q IJ�� 1_.. ._ PHONE
NAME
ADDRESS CELL# a�Me
c��J�' lZ'�-L- �
CITY �(� 0-111 1 l(o —� �G�C STATE ij�C,&VIP CODE
EMAIL
OWNER F� LEGAL AUTHORIZED AGENT
I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of
the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre -
application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated
trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described
property and/or adjacent properties including right-of-way.
1 HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT: Signature of Property Owner(s) or Authorized/Agent
f � l
SIG9AT F APPLICANT
PRINT R TYPE N ME
DATE
SIGNATURE OF APPLICANT (2) PRINT OR TYPE NAME
DATE
3� {
by State of� r' �
Signed and sworn before me on this �_ day of \
APV (, c��1 Countyofy--'1JLV
Identification verified:
lP Y UB �'
CHARLES E. POWELL
Oath Sworn: F Ye/0 No `� Notar Public -
ary Signature • • '= My Comm. Expires Dec 16, 2018
Commission # FF 167824
�'�• �••• Bonded through National Notary Assn.
My Commission
04 TREEAND VEGETATION AFFIDAVIT 03.01.2018
CITY OF ATLANTIC BEACH
goo Seminole Road
Atlantic Beach, Florida 32233
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
—'�� Revision to Issued Permit_ Corrections to Comments V Permit
Date
t�wfp'L►c. UUc� �.k S �L�+n Q-ey taw ��-'' .
Project Addre4,9-4 1 0 1 w l 5'CN t� S c
.'7 _, .-. � .. � ���a fly"t ►^!1 £� L—
Contractor / Contact Name V-(_
Phonc&���
Description of Proposed Revision / Corrections:
(' -
T— J
Additional Increase in Building Value $"—
By signing below, I
Signature of Contractor/Agent
Approved V
Revision/Plan Review Comments
name)
Email bradrC cars a -A
Permit Fee Due $
Q
Additional S.F.
c.wLa�
affirm the Revision is inclusive of the proposed changes.
must sign if increase in valuation)
(Office Use Only)
%--
Date
nt Review Required:
i inning
Tx Administrator
ublic Worcs
Public Utilities
ublic Safety
Fire Services
Reviewed �By
6'- b._Ie
Date
rf1 �,i�;JJ3� City of Atlantic Beach
Building Department
1111
800 Seminole Road
Atlantic Beach, Florida 32233 5445
Phone (904) 247-5826 - Fax (904) 247-5845
i J,t�r E-mail: building-dept@coab.us
City web -site: http://www.coab.us
APPLICATION NUMBER
(To be assigned by the Building Department.)
Date routed: Si L� I I
APPLICATION REVIEW AND TRACKING FORM
Property Address: "� D i) �t f� C, ) t
Applicant: LL� u \( D0)1
Project: (� Dia r1 � S� J � N� � � /"l [,,1� C)i� � C
Review fee $
D ment review required Ye No
Plannin oning
Tree Administrator
c Works
Public Utilities
Public Safety
Fire Services
Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
Apps H-ATinNI STATUS
Reviewing Department
First Review:
Approved.
[]Denied.
❑Not applicable
(Circle one.)
Comments:
,BUILDIN
PLANNING & ZONING
Reviewed by:
/
Date: S 7
TREE ADMIN.
Second Review:
❑Approved as revised.
❑Denied.
[]Not applicable
PUBLIC WORKS
Comments:
PUBLIC UTILITIES
PUBLIC SAFETY
Reviewed by:
Date:
Third Review:
[—]Approved as revised.
❑Denied.
❑Not applicable
FIRE SERVICES
Comments:
Reviewed by:
Date:
Revised 05/19/2017
OFFICE CCS`.
RECEIArEnW� POMNPI
Building Permit Application 'nUpdated 12/8 "
City of Atlantic Beach
k` 800 Seminole Road, Atlantic Beach, FL 32233 MAY
Phone: (904) 247-5826 Fax: (904) 247-5845 £: '
Job Address:,_9-4 ?b i i1T 5 e t't a S 1.. o'% L-. •. 3Permit Number:
Legal Description ICs -i (a� E -Acl E, SAi:.T�: �( S'�=�- 3 lG 1
Valuation of Work (Replacement Cost) $ 7� 0 (e Heated/Cooled SF _�� Non- Heated/Cooled VV -
• Class of Work (Circle one): New Addition Alteration Repair Move D m Pool Window/Door
• Use of existing/proposed structure(s) (Circle one): Commercial Residential
• If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N/A
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in detail the type of work to be performed:
Flnrirla Prnriiirt Annrnval # / r multiple Droducts use product approval form
Property Owner Information
Name. awe a eV, 14�Q VJAddress:---c-
Cityrte.. '� a� Stated—Zip 3 Phone(�1U4):Z-Z;
E -Mail
Owner or Agent (If Agent, Power of Attorney or Agency Letter Required)
Contractor Information
Name of Company:' -'1 ,C , Ilkr�c_Clualifying Agent ��r �A ' 2A
Address _ �_c City-k2,4%Zi4- c.�n5tate "--'d ip3AI'3
Office Phon d!4 Job Site/Contact Numbe r .3 t'-C,60n 'A
State Certification/Registration t<IjJ!� E -Mail \1nv_'AA
Architect Name & Phone #
Engineer's Name & Phone #
Workers Compensation
Exempt / Insurer / LeasAEmployees / Expiration Date
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 regulationg
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
RECORDING YOU OTICE OF COMMENCEMENT.
of -50
(S nature of Owner or Agent) (Signature of Contractor)
(including contractor)
-�--
Signed and sworn to (or affirmed) before met day of Signed and sworn to (or affi
[ ] Personally Known OR
[ ] Produced Identification
Type of Identification: _
8tp1e of Florida
P My Comrrt Expires Dec 16, 2018
Commission # FF 167824
3onded through National Notary Assn
Personallyow'Yl�,,
[ ] Produced Id
Type of Identification:
) before me thi �VVday of
Commission # FF 167824
Bonded through National Notary Assn.
City of Atlantic Beach
Building Department
800 Seminole Road
Atlantic Beach, Florida 32233-5445
Phone (904) 247-5826 • Fax (904) 247-584MAY 15 2013
E-mail: building-dept@coab.us
City web -site: http://www.coab.us
APPLICATION NUMBER
(To be assigned by the Building Department.)
' 00 L [ 001
Date routed: .3 I �1�
APPLICATION REVIEW AND TRACKING FORM
>perty Address: aq �1 kin,t W" )f
plicant: f7VC) 6 CUI til p t��s C
)ject: Dan L
Review fee $
D rtmentreview required Yes No
u
Plarinin & Zoning
Tree Administrator
Public Utilities
Public Safety
Fire Services
Dept Signature
Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
r.. �i+A -r r%kl CTATI IQ
Revised 05/19/2017
Reviewing Department
First Review:
❑Approved. [Denied.
❑Not applicable
(Circle one.)
Comments:
BUILDING
PLANNING & ZONINGReviewed
ate:
TREE ADMIN.
Second Review:
Approved as revised. ❑Denied.
[]Not applicable
Comments:
PUBLIC UTILITIES
PUBLIC SAFETY
Reviewed b
Date:
Third Review:
❑Approved as revised. ❑Denied.
E] Not applicable
FIRE SERVICES
Comments:
Reviewed by:
Date:
Revised 05/19/2017
PUBLIC WORKS PLAN REVIEW COMMENTS
Date: 5/30/18 Applicant:
Permit #: POOL18-0017 Email:
Review Status: DENIED Property Owner
CITY OF ATLANTIC BEACH
Department of Public Works
1200 Sandpiper Lane
Atlantic Beach, FL 32233
(904) 247-5834
Florida Luxury Pools
brad@luxurypoolslax.com
Derek Nowell
Site Address: 294 Poinsettia Street Email: Not Provided
THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS
Correction Items must be submitted to the Building Department at 800 Seminole Road.
Submittals that respond to only one or a few correction items will not be accepted.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions must be submitted to the Building Department and must respond to EACH department review.
PUBLIC WORKS CORRECTION ITEMS: A PPR ✓�
• Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff
if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention
required per Section 24-66(b).
• Documentation shows impervious areas are over the 50% allowed by City code.
PUBLIC WORKS CONDITIONS OF APPROVAL:
(The following comments will be printed on your permit as Conditions of Approval)
• Pervious pavers must be used to receive 50% credit.
• Provide manufacturer's cut sheets on pavers being used to receive credit.
Scott Williams, Public Works Director swilliams@coab.us / 904-247-5834
Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the
sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be
identified as to the sequence of revision by indicating a triangle with the revision sequence number within it
and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a
conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For
projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each
set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of
drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED
DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW.
Page 1 of 1
D:\Public Works\ADMIN\PLAN REVIEW COMMENTS\POOL18-0017 (Florida Luxury Pools).docx
CITY OF ATLANTIC BEACH
E CISIVE 800 Seminole Road
Atlantic Beach, Florida 32233
JUN as 201
07,
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
Date �I Revision to Issued Permit_ Corrections to Comments_ Permit
o� t�
1p
b'Lic Wv;zk S �I_��n Qevte.c-;
3
11 0 .ci I an 1 L:1J ;P1
Project
Contractor / Contact Name
Phon� C�`�� �� — i C'f Lc_
Description of Proposed Revision / Corrections:
N
I
AaAdditional Increase in Building Value
By signing below, I
Signature of Contractor/Agent
Approved
Revision/Plan Review Comments
Ee t Review Required:
& Zonin
minis ra or
'G�u tic Wu'ris'`�
u is i i ies
Public Safety
Fire Services
-p— \--
name)
G 11
e -1_-
Emails ax < <=
Permit Fee Due $
U;
Additional S.F.
affirm the Revision is inclusive of the proposed changes.
must sign if increase in valuation)
(Office Use Only)
(, -moi
Date
Denied Not Applicable to Department
i
Revie y
ate
TOTAL LOT:
2,468 SQR FT
HOUSE:
540 SQR FT
DRIVEWAY:
220 SQR FT
PORCH & WALKWAY:
118 SQR FT
EXISTING CONCRETE:
9 SQR FT
TOTAL IMPERVIOUS:
887 SQR FT
(APPROX 35.9%)
w
0
PROPOSED DECK (TURF):
296 SQR FT
POOL COPING AREA:
64 SQR FT
PROPOSED IMPERVIOUS:
1,183 SQR FT
(APPROX 47.9%)
POOL AREA: 224 SQR FT
r.PO L PE ETER: 60 LN FT
DECK AREA: 296 SQR FT
8 GAGUE COPPER GROUND
WIRESECURD AT STEEL
MAT OF SHELL AND POOL
EQUIPMENT AS REQUIRED
BY CODE
STORM WATER AND RUN-OFF
FROM SWIMMING POOL AND
DECK WILL NOT IMPCAT
ADJACENT PROPERTIES
POOLTURNOVER
5,141 gal @ 35gmp = 2.45 hrs
CUSTOMER ELECTS TO USE
ONE OF THE FOLLOWING
1. HARD WIRED ALARMS ON ALL
WINDOWS AND DOORS
LEADING TO POOL AREA
2. CHILDPROOF FENCE
3. POOL COVER
4. OTHER APPROVED METHOD
CUSTOMER INITIALS:
SEMI-PERVI,
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HOUSE: 540 SOR FT
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DRIVEWAY: 220 SOR FT
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PORCH 8 WALKWAY: 118 SQR FT
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PROPOSED DECK (TURF): 296 SQR FT
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POOL COPING AREA: 64 SQR FT
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PROPOSED IMPERVIOUS: 1,183 SQR FT
(APPROX 47.9%)
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POOL AREA: 224 SCR FT
OOL PERIMETER: 60 LN FTDm
DECK AREA: 296 SQR FT
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dare PIMP*" tears to be lo..ot*d in zorw A. This fs oparty a {turd to rHF
LARA HOFFMAN, REALT
L ►RMj AH00XAW
*
Land Su Yeyo 7, Inc. P vNw'tM.�Lfz vYiy 144-c. ;
7'lsir ie r+rnw ! .d � ernrl +ar nni u,.fkr# wil4e.n«rt s� .aatnas Aib•T33-tgf6 • F 8tx'+ Toe-Xd
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TOTAL LOT:
2,468 SQR FT
HOUSE:
540 SQR FT
DRIVEWAY:
220 SQR FT
PORCH 8 WALKWAY:
118 SQR FT
EXISTING CONCRETE:
9 SQR FT
TOTAL IMPERVIOUS:
887 SQR FT
(APPROX 35.9%)
Ja
PROPOSED DECK (TURF):
331`(50%) = 166
POOL COPING AREA:
64 SQR FT
PROPOSED IMPERVIOUS:
1,117 SQR FT
(APPROX 45.3%)
POOLAREA: 224 SQR FT
POOL PERIMETER: 60 LN FT
DECK AREA: 331 SQR FT
8 GAGUE COPPER GROUND
WIRESECURD AT STEEL
MAT OF SHELL AND POOL
EQUIPMENT AS REQUIRED
BY CODE
STORM WATER AND RUN-OFF
FROM SWIMMING POOL AND
DECK WILL NOT IMPCAT
ADJACENT PROPERTIES
POOLTURNOVER
5,141 gal @ 359mp = 2.45 hrs
CUSTOMER ELECTS TO USE
ONE OF THE FOLLOWING
1. HARD WIRED ALARMS ON ALL
WINDOWS AND DOORS
LEADING TO POOL AREA
2. CHILDPROOF FENCE
3. POOL COVER
4. OTHER APPROVED METHOD
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Florida Luxury Pools, Inc.
74 Levy Road, Atlantic Beach, FL 32233
David Bradley Himel I Owner Florida Luxury Pools, Inc.
EIN 81-3602014
Cell: 904-477-9008 Document # P16000069798
Office: 904-226-1526
Email: Brad@LuxuryPoolsJax.com
Robert Metz I Construction Supervisor
Cell: 904-361-8074
Email: Robert@LuxuryPooisJax.com
Applying on Behalf of...
Derek Nowell
294 Pointsetta St.
Atlantic Beach, FL 32233
State Certification Pool / Spa Contractor
CPC 1458999
Active 5/31/2017
Expires 8/31/2018
Florida Building Codes Pertaining to
Underground Pool Construction (All
Attached)
1) FBC — Residential 6th Edition (2017)
Chapter 45 Private Swimming Pools
2) R4501.3 Mechanical Requirements
3) R450 — Engineering Design,
R4501.6.1 Conformance Standards
4) FBC — Residential, 6' Edition (2017)
Chapter 42 Swimming Pools
(Electrical Provisions)
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TOTAL LOT:
2,468 SQR FT
HOUSE:
540 SQR FT
DRIVEWAY:
220 SQR FT
PORCH & WALKWAY:
118 SQR FT
EXISTING CONCRETE:
9 SQR FT
TOTAL IMPERVIOUS:
887 SQR FT
(APPROX 35.9%)
PROPOSED DECK (TURF):
331'(50%) = 166
POOL COPING AREA:
64 SQR FT
PROPOSED IMPERVIOUS:
1,117 SQR FT
(APPROX 45.3%)
POOL AREA: 224 SQR FT
POOL PERIMETER: 60 LN FT
DECK AREA: 331 SQR FT
8 GAGUE COPPER GROUND
WIRESECURD AT STEEL
MAT OF SHELL AND POOL
EQUIPMENT AS REQUIRED
BY CODE
STORM WATER AND RUN-OFF
FROM SWIMMING POOL AND
DECK WILL NOT IMPCAT
ADJACENT PROPERTIES
POOL TURNOVER
5,141 gal @ 35gmp = 2.45 hrs
CUSTOMER ELECTS TO USE
ONE OF THE FOLLOWING
1. HARD WIRED ALARMS ON ALL
WINDOWS AND DOORS
LEADING TO POOL AREA
2. CHILDPROOF FENCE
3. POOL COVER
4. OTHER APPROVED METHOD
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ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION
F R RESIDE
LUXURIY POOLS
IRO
IECT NAME: INOWELL, DEREK
kNC ADDRESS 294 Pointsetta St
, AND ADDRESS: Jacksonville Beach, FL 3225
Atlantic BeachFL 32233
904.226.1526 DATE: 5/8/2018
DW ER: NOWELL. DEREK
CONTRACTOR PHONE:
Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals (APSP).
It is mot 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. [359PIn
1. 5.2.1: Calculated pool & spa volume
a. Gal ons: 5,141_; or de tri X 7.48 (gal/ft^3) _
b. C Iculated Gallons: (surface area) X (average depth)
2. 5.2.1: Calculated maximum filtration flow rate
(Pool volume = 360 or 359pm whichever is larger)
3. 5.2.2: Auxiliary Pool Load:Yes, _X_No?
(Ent=r the highest "auxiliary pool load" to be powered by the swimming pool filtration pump. Do not add auxiliary pool toad flow rates together,
onl the highest is used). 4. Calculated maximum flow rate
(Ite 2 Or item 3, whichever is larger.)
5. §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter
(Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 4.) 5b. 1.5 inches
b. Minimum suction branch pipe diameter
(Calculate:i tem 4. _35_(gpm) =Branch Pipes __2_(quantity) = branch flow rate _17.5_(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.) 5c. 1.5 inches
c. Minimum return pipe diameter
(Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.) 5d 1.5 inches
d. Minimum return branch pipe diameter
(Calculate: Item 4 35 (gpm) . Branch pipes _1_(quantity) = branch flow rate 35 _ (gpm)-
Enter the smallest pipe size from Table 1 with a 8 fps now capacity the same or more than the calculated
return branch flow rate.)
§5.4.1: Filter type and size: 6a. cartridcle
a. Filter type: (Cartridge, DE, Sand) 6b. 96 sq. ft.
b. Minimum filter area
(Calculate: item 4. _35_(gpm) : filter factor _.375_j
Filter factors: Cartridge=0.375, Sand=15, Diatomaceous Earth=2
7. _ inches
§5.4.2: Backwash valve: Yes, —X—No?
en using a backwash valve, enter result of item 5c or 2 inches whichever is larger)
Table 1 PNominal
951
2"
2.5" 3" 3.5" 4n 5„ 6"
PM i@8
fps63 90 138 185 238 374 540
PM fps84 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.
from the database with a Curye--C gpm flow equal to item 2 or less.'Multi- Ljandy§5.3.2.2: Pools 17,001 gallons or more, select pump* speed pumps must have one speed listed that satisfies this requirement. a. Pump model
b. Pump flow
(§5.3.2.1, 5.3.2.2: Applicable Curve A or C gpm flow listed in database)
ANSI/APSP/ICC--15 Standard Writing Committee Form
4/5/2012
Its
ANSI APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
Com
onent
Section
Requirements
Check
4.4.1.1
Heater has no pilot light
N/A
4.4.1.2
Readily accessible on ---off switch mounted outside of the heater
N/A
Heat
rs
4.3.1.3
No electric resistance heating unless for in -ground spa with tight fitting cover with R---6 insulation,
N/A
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 4.0
N/A
5.1.1
Pool filter pump listed in database
X
5.3.1
Pool filter pump with total horsepower 1.0 or more is multi ---speed
X
5.3.3
Multi ---speed pump controller programmed to default to the filtration flow rate when no auxiliary
pool loads are operating within 24 hours and programmed with temporary override
capability for servicing.
X
Pool
systems
5.3.4
Single -speed pump controller capable of operating pump during off-peak electric demand.
N/A
5.5.2
Pipe before pump has at least 4 diameters of straight pipe.
X
5.5.3
System installed with solar, or setup for the future addition of solar heating equipment by installing
18 inches Of horizontal or vertical pipe after the filter and before a heater, or built-in or
built-up connections, or dedicated pipe to and from the pool.
X
5.5.6
1 Directional inlets for mixing pool water.
X
ANSI/APSP/ICC— - 15 Stallard Writing Committee Form 2 of 2
ANSI/APSP-7 2006 Specifies three methods for determining the maximum system flow rate.
The following simplified TDH calculation is one of these methods specified.
Simplified Total Dynamic Head (TDH) Calculation Worksheet
Determine Maximum System Flow Rate:
Minimum Flow Rate Required: 35 GPM Per Skimmer (Required: 1 skimmer per 800 sf of surf. Area)
1. Calculate Pool Volume: 5,141
(Vol in gal. calculated in CAD)
2. Determine preferred Turnover Timein hours: 6 60 (min./hr.) = 360
(Hours) (Turnover in Min.)
3. Determine Max Flow Rate: 5,141 / 360 = 14 + 0 = *35
(Vol in gal.) (Turnover in Mins.) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
4. Spa Jet< 0 X 0 gpm per jet = 0 flow rate. (minimum *35 for skimmer)
(# of Jets) (Jet Flow) (Total Jet Flow Rate)
(For single pump pool/spa combo, use higher No. 3 or No. 4 in the following calculations for the pool & spa)
Determine Pipe Sizes:
Branch Piping to be 1.5 inch to keep velocity @ 6 fps max. at 37 gpm Maximum System Flow Rate.
Trunk Piping to be 1.5 inch to keep velocity @ 8 fps max. at 50 gpm Maximum System Flow Rate.
Return Piping to be 1.5 inch to keep velocity @ 10 fps max. at 62 gpm Maximum System Flow Rate.
Determine Simplified TDH:
1. Distance from pool to pump in feet:
2. Friction loss (in suction pipe) in
3. Friction loss (in return pipe) in
4 28 X
0.08
28
1.5 inch pipe per 1ft. @ 37 gpm =
1.5 inch pipe per 1ft. @ 50 gpm =
2.24
(Length of Suct. Pipe) (Ft of head/1ft of pipe.) (TDH Suct. Pipe)
5 60 X 0.14 = 8.4
(Length of Pressure Pipe) (Ft of headllft of pipe.) (TDH Return Pipe) TDH in piping: 10.64
Filter loss in TDH (from filter data sheet): 10
Heater loss in TDH (from heater data sheet): 0
Total all other loss: 10
(Total all other loss includes but is not limited to. Waterfalls, 90's, 45sr valves, eyeballs, etc...)
Total Dynamic Head (TDH): 30.64
Selected Pump and Main Drain Cover:
Pump selection I Jandy Intelliflo VS using pump curve for TDH & System Flow Rate
0.08 (from pipe flow/friction loss chart)
0.14 (from pipe flow/friction loss chart)
Main Drain Cover I CMP 8" (System Flow Rate must not exceed approved cover flow rates)
Notes: Minimum system flow based on min, flow per skimmer of 35 gpm.
Determine the Number and Type of Required In -Floor Suction Outlets:
Check all that apply.
X Qo Qo 2 1.5" Suction outlets @ 74 gpm max. flow (see note 2).
76-6-0 3Suction outlets @ gpm max. flow (see note 3).
0 Channel Drain gpm w/ ports (see note 4).
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY:MY DATE: S
1- If a variable speed pump is used, use the max_
t ump flow in calculations_
2. Tor side wall drains, use appropridte side wail drain
lflow as published '.'by -mc-nufdcturer-
'3.I ,sect-manufdcturer's= name. briif:dproved 'iiAzirnum-^
low - - -
4 See' iristai;aoa i instnietioris-•for -'nmbet'af_poris'- to
6 " used. _
5= In -Floor suctionoutlet"coverfgrote' must conform to
most recent edition -of ASME/ANSI Al 12.19.8 and be
embossed with that edition approval.
l 6. Pump, Filter & heater make and model cannot
c onged, and equipment location cannot be moved
cl ser to pool without sul5mit*.ing a revised plan and
H calculation worksheet for approval.
Sche ale 4{} f'1rC Pipe'
9.
712
cert Iyer 5e=id
8 ba 1 t0 foe
MUM
in...2i
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! Tolal • Head
/n
---------
Feet Con version
Chart
� For
Z9 670.
-Check one.
715. 7,
7&A .
.783'
wercury (VocuDm Gauge)
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8
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9
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1- If a variable speed pump is used, use the max_
t ump flow in calculations_
2. Tor side wall drains, use appropridte side wail drain
lflow as published '.'by -mc-nufdcturer-
'3.I ,sect-manufdcturer's= name. briif:dproved 'iiAzirnum-^
low - - -
4 See' iristai;aoa i instnietioris-•for -'nmbet'af_poris'- to
6 " used. _
5= In -Floor suctionoutlet"coverfgrote' must conform to
most recent edition -of ASME/ANSI Al 12.19.8 and be
embossed with that edition approval.
l 6. Pump, Filter & heater make and model cannot
c onged, and equipment location cannot be moved
cl ser to pool without sul5mit*.ing a revised plan and
H calculation worksheet for approval.
Sche ale 4{} f'1rC Pipe'
9.
712
cert Iyer 5e=id
8 ba 1 t0 foe
MUM
in...2i
c>, =:Z
24-
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NOSE: FEW TDH WISi=�,BE-ECTAL TO OR HtaU
?HEW. THE CAIAILVED TM.
This form is the property of Gordon H. Shepardson, PE anti
y onf be usai in conjunciian wRh my ResidenW Swkn%ki g Pool
7eciflcallon Drawings or by othm writ my written perriaission.
GORDON H. SHEPARDSON, P.Ee
FL PE 1 19333
672 N_ Semoran Blvd., Ste 203
Orlando, F1 32807
Office: (407) 275--1090
Fax: (407) 275-1015
Drawn Qr_ A R PATiON & Spe dng in
Assoctatq, h -r- Residential and ComrnerCial.
(407) 977-1892. PooL, Fourttairts and : eahrr
If
Swimming Pool Specification For:
Scale: None Rev 0 - 2/16/09
►►L PENITAIR
SUPERFLO° OFFICE COPY
HIGH PERFORMANCE PUMPS
mrl Minhlic
• SuperFlo pump by Pentair Aquatic Systems is a direct
replacement for the Hayward$ Super Pump$'
• Extremely quiet operation
Appliance e Unionized fittings included (1-1/2 in. internal slip and
Efficiency 2 in. external slip)
Uatahase
• Cam and Ramp' Lid
�;, is,
• Heavy-duty, high service factor 56 square flange motor
• Integral volute and pot reduce hydraulic noise
SuperFlo Pump
TheSuperFlo`" pumps, are specifically designed to be the best choice fora variety of inground pools. The SuperFlo pump
4eatttT"-tNctc Walled body" pants, a Heavy-duty 56 square flange motor, and highly engineered hydraulics. The SuperFlo
pumps spent running capability and small footprint allow it to easily drop into a compact equipment pad.
w
linfarmation
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Full load
u , ,s Mo1fe4 Voltage HP
SF
Primary Listings and
SFHP
Port Size
Carton
Curve
AL1nPa.'
Certifications*
INPT1
Wt. (LbsJ
Key
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38
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SF N1 3/4FE 115/208 230 8.8/4.5-4.4 3J4
1.30
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1.5 to z 1.5 in.
38
F
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1.25
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1.5 in. x 1.5 in.
38
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1.10
1.65UL 1. NSF'
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1.5 in. z 1.5 in.
48
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54
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1.5 in. x 1.5 in.
38
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1.5 in. x 1.5 in.
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SF -N2 -1A 230 6.0/2:3 1
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1.5 in. x 1.5 in.
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38
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1.1
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1.5 in. x 1,5 in.
40
340095 SF -N1.1 240/120 6.9/13.8 1
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1.5 in. x 1.5 in.
38
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1.5 in. z 1.5 in.
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1.5 in. x 1.5 in.
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F.
350157 Union Kit -1-1/2 in. Internal Slip x 2 in. External Slip [includes 2 unions as pictured above)
'UL' indicates that pump bears a UL mark signifying evaluation to U.S.
3 'APSP' Pump has been evatuated to ANSUAPSP;`ICG15
and California
Standards UL1081 for Perrnanently Connected Swimming Pool and Spa
Title 20 and is certified to use on
Residential Swimming Pool Filtration
Pumps and to Canadian Standards CAN/CSA C22.2 No. 108-01 Liquid
Systems.
Pumps For Swimming Pools Only [Enclosure 31.
'NSF indicates that m
'pup bears a NSF mark signifying evaluation
to
' Product may have been evaluated
Listing
to other state
and local regulatory
NSF Standard 50 For Sett Prim ing Centrifugal Pumps For Sw4nming
standards., status may change.
appropriate
AI•uays confirm
status
with
Pools On Ly.
agency if in doubt.
` Hayward' and Super Pumpl, arc
registered trademarks ut Haywefrd
Industries, Inc.
UU
90
80
70
60
50
40
U.
30
WN
10
SUPERFLOt
Dimensions and Performance
U I U zu 13U 4U 50 60 70 80 90 100 110 120 130
U.S. Gallons per Minute
F--T—VARYING
LENGTH
HP
STD EFF
EE
.5
23.89
--23-89
24.64
.75
24.64
23.89
24.64
2
25.89
25.39
2.5
25.89 1
25.89
REF I
See page -ep[acemejjt pal,
REF
CLEAN & CLEAR° FILTERS
FIBERGLASS REINFORCED POLYPROPYLENE TANK
OFFICE COPY
Featured HighLights
• NSF listed
• Unionized connections
• Integrated continuous High Flow' Internal Air Relief
• Chemical resistant tank body
• Lock ring with spring-loaded safety latches
• Coreless cartridge for easy cleaning
• High Flow manual air relief valve
Clean & Clear . 1 in. drain and wash out
Filter
• Single piece base and body design
The Clean & Clear Filter features a chemical resistant tank with no -tool servicing and a coreless cartridge for easier cleaning.
All models are equipped with easy spin -on unions for plumbing hook-ups. These filters are NSF listed, and are available in 50,
75, 100, 150, and 200 square foot sizes.
Ordering Information
' One GPM per sq. ft. shown recommended flow rate .5 GPM per sq. ft.
Dimensions and Performance
Note: Actual system flow wilt depend on
plumbing size and othersystem components.
Note: Pentair Aquatic Systems does not
recommend flow rates above 150 GPM.
* Integrated continuous High Flow internal
air relief is operational only when there is
unobstructed flow in the circulating system.
Note: Operating Limits -maximum continual
operating pressure of 50 PSI. Pool/spa
(bather) applications, maximum operating
water temperature (internal filter) 104°F
(40°C).
See page 384 for replacement parts.
NSF
Certifiedro
NSF/ANSI SMendatd 50
nim .inn Tahle
Model A Dim. B Dim.
160314
18"
30'
160315
Turnover Capacity
39"
160316
33"
61"
160317
Effective Filtration
Flow Rate
160318
(in Gallons)
76'
Carton
Carton
Product
Model
Area (Sq. Ft.)
(GPM Res)
City.
Wt. (Lbs.)
8 Hour
10 Hour
12 Hour
160314
CC 50
50
CLEAN CLEAR
50
FILTERS
24,000
30,000
36,000
1
15
160315
CC 75
75
75
36,000
45,000
54,000
1
26
160316
CC 100
100
100
48,000
60,000
72,000
1
33
160317
CC 150
150
150
72,000
90,000
108,000
1
35
160318
CC 200
200
150
72,000
90,000
108,000
1
35
' One GPM per sq. ft. shown recommended flow rate .5 GPM per sq. ft.
Dimensions and Performance
Note: Actual system flow wilt depend on
plumbing size and othersystem components.
Note: Pentair Aquatic Systems does not
recommend flow rates above 150 GPM.
* Integrated continuous High Flow internal
air relief is operational only when there is
unobstructed flow in the circulating system.
Note: Operating Limits -maximum continual
operating pressure of 50 PSI. Pool/spa
(bather) applications, maximum operating
water temperature (internal filter) 104°F
(40°C).
See page 384 for replacement parts.
NSF
Certifiedro
NSF/ANSI SMendatd 50
nim .inn Tahle
Model A Dim. B Dim.
160314
18"
30'
160315
25-12"
39"
160316
33"
61"
160317
40-12"
76"
160318
40-12'
76'
Clearance to remove Filter Module
1I� 5_,h. I
B
A
SECTION IV. TECHNICAL DATA
A. Filter Pressure Loss Chart
PRESSURE LOSS,,, FLOW
m
0
a
411 w so 1GO t2o - .140
Row fsp.)
C. Replacement Parts
B_ Flow Rate Table
(I i One GPILf per sq_ Il. shown. recommended flow rate for residential is .5 GPfv1 per sq. ft.
121 C ^ imercial Flow rate is a maximum oF.375 GPM per sq. rt. of filter arca.
NOTt- Actual system flow will depend on plumbing size and other system components.
Item
Part Number
Description
Residential
Maximum Cartridge
Flow Rates
98209800
High Flow" manual air relief valve
Commercial
Maximum Cartridge
Flow Rates
Product if
sq. ft.
GPM
GPH 6 hour
8 hour
GPM
GPH 6 hour
8 hour
1603111
50
50
3.000 18,000
24.000
19
1,140 6840
9.120
160315
75
75
4.500 27.000
76,000
28
1,680 10.080
13f40
160316
100
100
6,000 36,000
48,000
38
2.280 13.680
18.240
16031'
150
150
9,000 1 54,000 1
72.000
56
3,360 20,160
26,880
160314
1
200
150
9.000 Sa,000
72,000
75
4,500 27.000
36.000
(I i One GPILf per sq_ Il. shown. recommended flow rate for residential is .5 GPfv1 per sq. ft.
121 C ^ imercial Flow rate is a maximum oF.375 GPM per sq. rt. of filter arca.
NOTt- Actual system flow will depend on plumbing size and other system components.
Item
Part Number
Description
1
98209800
High Flow" manual air relief valve
2
190058
Pressure Gauge
3
178553
Lid, 50,100 sq. ft. filter
4
178561
Lid, 75,150, 200 sq. ft. filter
5
59052900
Locking r vig assy.
6
87300400
Body 0 -ring
7
59016200
Air Bleed Sock Kit
8
59053500
Center Core, 50 sq. ft. filter
9
59053600
Center Core, 75 sq. ft. filter
10
59053700
Center Core, 100 sq. ft. filter
11
59053800
Center Core, 150, 200 sq. ft. filter
12
R173213
Cartridge Element, 50 sq. ft. filter
13
R173214
Cartridge Element, 75 sq. ft. filter
14
R173215
Cartridge Element, 100 sq. ft. filter
15
R173216
Cartridge Element, 150 sq. ft, filter
16
8173217
Cartridge Element, 200 sq. ft. filter
17
178562
Bottom, 50 sq. ft. filter
18
178554
Bottom, 75 sq. ft. filter
19
178563
Bottom, 100 sq. ft. filter
20
178560
Bottom, 150, 200 sq. ft. filter
21
86202000
Drain Cap Assy.
22
51005000
Drain Cap Gasket
23
39104500
Union Nut "C" Clip
24
98212200
Union Nut
25
071426
Union 0 -ring
26 79304600 Body, Swivel
0
8, 9, 10, 11
12, 13, 14, 15, 16
17, 18, 19, 20
21,22
125
26
24
.23
LamOut
lei Ouet' VGB Drains
IF
C'Pen,73rea = 13.40 in
J
sit.
* Tested to ASME
Ali 2.19.8-2007
* Plastic Cover Flow
Rated at 146 GPNI
* fV1 a x F I ov., qp 1.5 F PS
is 62.62 GPM
* IAPIYIC.E:i',o-- SP -5066
2.5"Sump Outl.Lfts
25513-250 = VAite
25513-251 Gray
25513-254 = Black
is 62.62 wmmp
3' SU Out ets
*IAPMO File V-5066 25513-300 =White
25513-361 Gray
25513-304 = Black
Custom Molded Products, Inc.
Toll Free: 900-733.9060 of visit us online atwww-c-m-p-com
it
Contact us for details about our complete line of pool, spa& whirlpool bath componentsY
* Tested to ASME
Al 12.19.8-2607
* Plastic CoveT Flow
Rated at 146 GPM
* Max Flog @1.5FPS
is 62.62 wmmp
3' SU Out ets
*IAPMO File V-5066 25513-300 =White
25513-361 Gray
25513-304 = Black
Custom Molded Products, Inc.
Toll Free: 900-733.9060 of visit us online atwww-c-m-p-com
it
Contact us for details about our complete line of pool, spa& whirlpool bath componentsY
ki
f1NDERWATER LED LIGHTS FOR SWIMMUING FFIC� 86r�
Featured Mightights
• 4sj,_ s�tzassures more light is directed toward
rixacrease intensity and color effects,
• Sjewr&ftV&stributes light in an optimum way to
pool bottom. Light intensity and color are
r gthroughout your pool.
•
P --,e( to 180 degrees to provide wide beam
Trow beam pattern
teedxtotogy makes use of the brightest and
ms's avaitable in underwater pool and spa
s'_ —;Flt gyconsumption than competitor's lights
•tec3 fixed colors to match or create the
green, magenta, white, and red or
se eC "cozor shows- that come preprogrammed
LM to
gittwasdesigned to work with IntelliTouch" and
• Tzu; b". br
14,e leading control systems for pool,
sp : �m: —ent automation. In effect, you transfer
:. le%_r72 the IntelliTouch or EasyTouch system
:^ e'backyard and pool features.
• in-= Psixand Spa lights are backwards compatible
x° . bBrite lights
• _ _ ._ _ _ _ -stainless steel and plastic niches
ALL Pentair UL Listen underwater lights are certified
for use in fresh water with up to 6,000 ppm salinity.
Product Voltage Wattage Cord Length Carton Qty
(Ft.)
J�eC
PENTAIR/
IntelliBrite 5g Color LED Pool and Spa Lights
IntettiBrite Lights automated color -changing pool and
spa lights feature LED technology—the wave of the future
in energy—efficiency, lifetime value, quality of light, and
controllability. With IntelliBrite lights, combinations of
individual colored LED's are mixed and matched to achieve
a vibrant spectrum of colors. These combinations are power
sequenced to illuminate and cycle through colors at varying
speeds, and in different sequences of color. Combined
with a custom reflector and unique lens design, IntelliBrite
Lights offers superb efficiency while being the brightest
yet most energy efficient underwater LED light available.
Ordering Information
Product Voltage Wattage Cord Length Carton Oty.
(Ft.)
601000
26W
30 1
640120
120
18W
30 1
601001
26W
50 1
640121
120
18W
50 1
601002
<<
26W
100 1
640122
120
18W
100 1
601003
1K
26W
150 1
640123
120
18W
150 1
601004
122
26W
250 1
640124
120
18W
250 1
601010
12
26W
30 1
640130
12
18W
30 1
601011
12
26W
50 1
640131
12
18W
50 1
601012
12
26W
100 1
640132
12
18W
100 1
601013
12
26W
150 1
640133
12
18W
150 1
Note: All 120vottpoolandspa tights must beconnected
to a branch circuit protected by a ground fault circuit
interrupter (GFCII.
Notice: Underwriters Laboratories has listed Pentair
Water Pool and Spa, Inc. tights for use with Pentair
Water Pool and Spa, Pentair Pool Products, American II
Products, Purex, or PacFab niches ONLY. To ensure 10:12 it l
proper grounding/bonding connections install only I I
Pentair Water Pool and Spa tights in Pentair, Water Pool
and Spa, Pentair Pool Products, American Products, it
Purex or PacFab niches only.
L_
�-F
—2.45—
{.51
Dimensions and Certifications
See pages 484-485 for replacement parts.
& 1p:*
Please refer to pages
122-124 for Canadian
listed Pool Lights.
WATER LINE
DECK OVER
POUR OR
JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC HEAD �— BRICK COPING
CALCULATIONS AND EQUIPMENT SPEGIFIG TIONS
AND DOCUMENTATION ARE TO BE PROVIDED BY TPE
POOL CONTRACTOR FOR EAGN PROJECT. THE POOL
CONTRACTOR MUST USE THE MAXIMUM FL CAPACITY I-03 BAR CONT.
2-N3 BARS IN 5" THICK BOND
OF THE SELECTED PUMP AND PROVIDE N DRAULIG CONT, IN 6" OF WATER BEAM
CALCULATIONS FOR TDI -4 TO DETERMINE OPER BEAM E50ND LINE TILES
BEAM
PUMP AND PIPING SIZING. THE MANUFACTURER'S
EQUIPMENT SPECIFICATIONS AND OTI4r=R OGUMENTATION
FOR PUMPS, FILTERS, NEATER EQUIPMENT AND MAIN POOL SHELL 3000 PSI PUMP MIX CONCRETE
DRAINS AND COVERS ARE TO BE SUBMIT ED FOR PNEUMATICALLY APPLIED. ALTERNATE BEAM
REVIEW AND DOCUMENTATION FOR SIZING THE
IN VERTICAL WALLS (TYP) NN15N DETAIL
6'-8" N COVES AND FLOORS (TYPI
CIRCULATION SYSTEM. 2500 MIN. GUNITE MAY BE SU55ITlUTED
FOR 3000 PSI CONCRETE
-- OFFICE C Y
RETURN LINE
-- SKIMMER
O
RETURN INLET W (V
RECIRCULATION PUMP UNDERWATER LIGHT V
Z
IV Q = <0 `
SKIMMER SUCTION Z < a O Z H
cc
V•
CHLORINATOR - --� - —� -"-- -- ' rt1 MAIN DRAINS MEET THE VIRGINIA GRAEME G w — o ta-
MAIN DRAIN GTION BAKER POOL AND SPA SAFETY ACT. N O m 0 O Q
POOL Q Q
CCCE
FILTER
OU.20Z
� a
H
RETURN INLET Q Z
LL w
_-_O w ¢ m
RRETURN LINE
F° -Lu wa w
UJ C) W w �
TYPICAL SWIMMING POOL w lz w
w
LOW
PROFILE
JUNCTION
BOX—
UL APPROVED
UNDERWATER LIGHT
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 15
TIMES THE DIA, OF THE MAIN DRAIN PIPE.
— — I -I/2 TIMES THE DIA. 1-1/2 TIMES THE
MAIN
MAIN DRAIN
DRAIN
05 - -•� =� •
VERTICAL
HORIZONTAL
wwn5iwwwuwwwwwwwwwwwwwwww�wwww�wwwwwwwwwwwwwiwwwww
M�
-1/2"
QUARTZ
• 1
_ ww
°o°°o � MAIN DRAIN W/ RELIEF PLUG OR 2"
000°oo°pyo HYDROSTATIC RELIEF VALVE, IF REQV.
0080. solo 0
DEEP END LOOK ND ROGKBED
WALL REINFORCEMENT
TO SLOPEBREAK-
03 BAR a I" ON CENTER, EACH WAY < 7.0' DEEP
#3 BAR ® " ON CENTER, EACH WAY > 7.0' DEEP AND OVER.
A.
SECTION
4" THICK CONCRETE DECK
4„ / W/ FIBER MIX 2500 P51
03 BARS 12" ON CENTER
EACH WAY (GRADE 40)
POOL SHELL 3000 PSI PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
IN VERTICAL WALLS (TYP)
6'-S" IN COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE 5UB51TIUTED
FOR 3000 PSI CONCRETE
COMPACTED SOIL UNDER
CONCRETE DECK
N67 VAL'l,O4WITHOUT
SE La ,
rA
w
GENERAL NOTES:
I. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES.
2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED
AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED
BY LOCAL INSPECTOR.
3. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY
TO PROVIDE A COMPLETE TURNOVER OF POOL WATER
IN (12) TWELVE HOURS OR LESS.
4. POOL CONSTRUCTION TO BE THE SAME REGARDLESS
OF SIZE AND SHAPE. IF FILL 15 REQUIRED FOR:2 FT. TO
4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE
REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAYS)
AND/ OR EXTRA WALL TPICKNE55 (8" TO 10")
5. ALL PVC PIPE WILL BE SCHEDULE 40.
6. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED
TO POOL STEEL AND GROUND WIRE.
7. POOL ALARMS DO NOT NEED TO BE HARDWIRED
S. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED
TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
9. TERMITE CONTROL WILL BE APPLIED UNDER ALL
POOL DECK5.
10, ALL PUMPS AND FILTERS WILL BE ANCHORED TO A
CONCRETE PAD WITH TAP CON ANCHORS.
II. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED
WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED
BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH
A.N.5.IJA.5.M.E. A112.19, 8M, "SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB
APPLIANCES"
12. THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 2017
FLORIDA BUILDING CODE 6TH EDITION.
13. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF
THE 2017 FLORIDA BUILDING CODE GTP EDITION.
14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC
CODE. SEE 680.26 (B)(2)(b1 FOR PERIMETER BONDING
USING AT LEAST ONEW 08 AWG BARE SOLID COPPER
CONDUCTOR.
15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH
OF 8'-0" 03 REBAR 12" O.C.B.W. OVER 8'-0";
SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT
A PART OF THIS DRAWING SPECIFICATIONS. WALL
THICKNESS SHALL PROVIDE CODE COVER OVER
REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN
WILL BE REQUIRED.
16. RESIDENTIAL POOLS SHALL COMPLY WITH THE
ANSI/APSP/ICC-5 2011 FOR RESIDENTIAL INGROUND POOLS,
AN51/APSP/ICC-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND AN51/APSP/ICO-7 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND AN51/APSP/ICC-15A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
17. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION
FITTING IS MISSING, BROKEN, OR LOOSE.
18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC
CLEANING SYSTEM, 15 A VACUUM CLEANER SYSTEM WHICH
HAS A SINGLE SUCTION INLET, OR MULTIPLE 5UCTION5 INLETS
WHICH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION
INLET SHALL PROTECT AGAINST U5ER ENTRAPMENT BY EITHER
AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER,
OR OTHER APPROVED MEANS..
"Air
PARKER CNENBERG.-h 032645
PARKER MYNCNENBERG 4A5500.' INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1729 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32118
(386) 677-6891 FAX (386) 677-2114
TYPICAL
RE -51 DENTAL SW POOL
Dr -S 1 GN FOR
FLORIDA LUXURY FOOLS, INC.
-74 LEVY ROAD
ATLANTIC, BEAGN, FL. 32233
q04-226-152/'0 / C104-222-1188
GPG1458ggq
SHEET I OF 4
THERAPY JET
RETURN LINE
I—r--"—
RECIRCULATION PUMP\ / MAIN DRAINS NIJ THE VIRGINIA GRAEME
BAKEA
R POOL AND SPA SAFETY ACT.
lSEGOND MAIN DRAIN MAY BE ON SIDE WALL)
-MAIN DRAIN (SUGTI N) - ,1 \�A
CHLORINATOR
ML
OL
FILTER I I II \ \ / / I UNDERWATER LIGHT
RETURN LINE
TYPICAL SPA POOL - 2 MAIN DRAINS ON FLOOR
POOL SHELL 3000 P51 CONCRETE
PNEUMATICALLY APPLIED.
6" IN VERTICAL WALLS (TYP)
6" IN COVE5 AND FLOORS (TYP)
2500 MIN. &UNITE MAY BE 5UBSITIUTED
FOR 3000 PSI CONCRETE
1/2" QUARTZ
FINISH
UL APPROVED
UNDERWATER
LIGHT
I
COMPACTED SOIL
UNDER GONGETE
DECK
I
MAIN DRAIN �
SUCTION LINE
MAIN DRAIN W/ RELIEF
PLUG OR 2"
HYDROSTATIC RELIEF
VALVE, IF REQ -0.
SECTI
3/4" BULLNOSE
TILE OPTIONAL
ON EDGE OF
STEP.
4" THICK CONCRETE
DECK W/ FIBERMIX
WATER 3000 PSI
LINE
6"X6" CERAMIC TILE
LOW
ARIES / PROFI LE
JUNCTION
BOX
MIN.
1
1
EXTRA 03 BARS
- L- - - CONTINUOUS
poo.°00
0'oo 0
ROCKBED
#3 BARS 12" O.G.
VERTICAL AND
HORIZONTAL (TTP)
(GRADE 40)
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE.
1-I/2 TIMES THE DIA. 1_1/2 TIMES THE DIA.
MAIN
MAIN DRAIN
DRAIN
GAP TILE/ BRICK/ OR CANTILEVER WITH
WATERLINE TILE
2-#3 REBAR
CONTINUOUS
STEEL
REINFORCED
CONCRETE -
6"
DECK AND TILE DETAIL
I..
ff�' r`4
iTlM..
�. jjj111111 i
PARKER MYffGF1�EM1A?LG, P.E. #32645
ACRLYIG FINISH
r�<
OFFICE COPY
PARKER MYNCWENBERG 4 ASSOC., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118
(386) 6'1"1-6891 FAX (386) 611-2114
TYPICAL
REST I DENTAL SW/POOL
DESIGN FOP,
FLORIDA LUXURY FOOLS, INC.
74 LEVY ROAD
ATLANTIC BEACH, FL. 32233
904-226-1526 / 904-222-1188
CPC1458999
SHEET 2 OF 4
POOL BONDING NOTES:
I. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A
COPPER CONDUCTOR; MINIMUM 068 AWG BARE SOLID COPPER
CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETER
SURFACE OF THE POOL FROM 18" TO 24" FROM THE INSIDE W LL
OF THE POOL AND WHICH IS SECURED WITHIN OR UNDER THE
PERIMETER SURFACE 4" TO G" BELOW SUBGRADE. THE PERI TE
BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SWE
AT A MINIMUM OF 4 POINTS UNIFORMLY 5PACED AROUND THE
PERIMETER OF THE POOL.
2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL B BY LISTED MEANS
PER NEC 250.8. BONDING GABLES UNDER SLAB SHALL BE ACED AT THE BOTTOM
OF EXCAVATION.
3. WHEN REBAR 15 UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND FOOTERS
ADJACENT TO THE POOL (WITHIN 5 FT), THIS REBAR SHALL B BONDED USING
#8 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANE PER NEC 250.8
TO THE BONDING CONDUCTOR.
4. LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUT'
SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR 5NALL FIEI
EXACT LOCATION. BONDING CONDUCTOR SHALL CONFORM 1
WHILE MAINTAINING SMOOTH RADIAL CURVES - NO 90° RADI
5. RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 2
G. IF REQUIRED, ALL GROUND RODS SHALL BE 5/8" COPPER Ol
AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE, t -
USED SHALL BE BONDED USING 08 AWG BARE SOLID COPPE
MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR.
1. SPECIAL GASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VA
POOLS WITH PERIMETERS OF VARYING (VERTICAL) GRADES,
SURFACES LIKE EDGE PLANTERS, 5TOP/RETAINING WALLS, At
IN THESE CASES, THE BONDING CONDUCTOR SHALL BE IN5Tl
WITH NEC 680.26, NOTE I (ABOVE), AND DIRECTION FROM TF
JURISDICTION (AHJ). THE ELECTRICAL CONTRACTOR SHALL E
COORDINATION OF THE BONDING WITH THE AHJ IN THE DETE
APPLICATION OF THE NEC.
LADDER, HANDRAIL,
DIVING BOARD, ETC.
PUMP MOTOR
METAL CONDUITS
OR PIPING SYSTE
POOL
REINFORCING
STEEL
HEATER GA5E
mm�V-
TYP I CAL POOL BONDING
NOT TO SCALE
2R5, AND CONNECTIONS
ROUTE TO DETERMINE
THE SHAPE OF THE POOL
SHALL BE PERMITTED,
OHMS
D STEEL, 8' LONG
IIMUM, AND WHERE
CONDUCTOR BY LISTED
THING EDGE POOL5,
MINISHED PERIMETER
ZERO -LOT LINES.
-ED IN ACCORDANCE
AUTHORITY HAVING
RESPONSIBLE FOR
IINATION OF ITS
S. COPPER BONDING CONDUCTOR SHALL 15E BONDED TO THE POOL AND SPA REBAR AS
SHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, USING A 08 AWG
BARE SOLID COPPER CONDUCTOR. FOF NON-CONDUCTIVE POOL SHELLS, BONDING
AT 4 POINTS SHALL NOT BE REQUIRED.
9. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF
THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY
NEC 680.26 (VERIFY LOCATIONS) USING 08 AWG BARE SOLID COPPER WIRE.
10, COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF
THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL
HANDRAILS, DIVING BOARDS, AND LADDER GRABRAILS IN THE POOL AND SPA AND
AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT.
HORIZONTALLY OF THE INSIDE WALL OF THE POOL (5PA) AND 12 FT VERTICALLY ABOVE
THE MAXIMUM WATER LEVEL OF THE POOL USING #8 AWG BARE COPPER WIRE.
11. ALL POOL AND SPA LIGHTING NICHES SPALL BE BONDED TO POOL AND SPA REBAR
PER NEC 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE
REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, IN
TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES.
A) PER THE NEC, NFPA 10 ARTICLE 680.23 (B)(5), STATES THAT BONDING SHALL NOT BE
REQUIRED FOR LUMINAIRES THAT ARE LISTED FOR THE APPLICATION AND HAVE NO NON-
CURRENT CARRYING METAL PARTS. IN ADDITION, PER ARTICLE 680.26 (5)(4), EXCEPTION
STATES THAT LISTED LOW -VOLTAGE LIGHTING SYSTEMS WITH NON-METALLIC FORMING SHELLS
SHALL NOT REQUIRE BONDING.
THEREFORE, LUMINAIRES THAT ARE LOCATED IN THE CLASS 2 CIRCUIT WITH POLMERIG/
NON-CURRENT CARRYING METAL PARTS ARE NOT REQUIRED TO BE GROUNDED/BONDED.
12. ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE BONDING OF
THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THE5E AREAS,
i
it
I
NOTE I
I
NOTES 2 At10 3
SPA
I
NOTE 3
BOND JUMPER TYPICAL NOTE 8TYPICAL
BOND JUMPER
NOTE 9
TYPICAL BOND JUMPER
NOTE 10
TYPICAL
O
SWIMMING POOL LT FIXTURE
NOTE 11 NOTES 1, 4,
O ' TYPICAL 5 AND 8
JUNCTION BOX
(IF USED)
TYPICAL POOL BONDING FLAN
NOT TO SCALE j
POOL LIGHT NICHE
BONDING LEGEND
CONTROL PANEL(5)
PET" IAT I C
SCHEMATIC NOTES:
I. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SWELLS, PERIMETER SURFACES,
METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITT NGS, ELECTRICAL EQUIPMENT,
AND METAL WIREWAYS/CONDUITS SHALL BE IN ACCORDANCE WITH NEC 68026. OR, AS
ACCEPTED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
• BOND CONNECTION, PER NEC 250.8
o PARALLEL TAP CONNECTION, PER NEC 250.8
UNpERGROUND BONDING CONDUCTOR, #8 AWG
m
NOTE I
MINIMUM 5/8" DIAMETER
COPPER GROUND ROD
\ FROM POOL REBAR OR
DRIVEN UNTIL MAXIMUM
BONDING CONDUCTOR
RESISTANCE VALUE OF
25 OHMS 15 REACHED
(IF USED)
NOTE I
TYPICAL
BONDING TYizES
NOT TO SCALE
NOTES:
I. 5PLICE5 (WELDED OR MECHANICAL) 5NALL BE PERFORMED IN
ACCORDANCE WITH MANUFACTURERS REGOMMENDATION5.
+
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PARKER MYN[ JF Els X32645
M
PARKER MYNOWENBERG 4 ASSOC., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118
(386) 611-6891 FAX (386) 611-2114
TYPICAL
RESIDENTAL SW/f=00L
DESIGN POR
FLORIDA LUXURY POOLS INC.
-74 LEVY ROAD
ATLANTIC BEACH, EL. 32233
904-226-1526 / q04-222-1188
GPC1458ggq
SHEET 3 OF 4
4" DECK
N�
(1) #5 REBAR
CONT.
MAX.
TURN DOWN FOOTER DETAIL
3-1/2" TYP
ALL SLABS
NT.
IFT IN6 ry
OR
STEEPER
FLAT LOPE/NO FOOTING MOTERATE SLOPE FOOTING
TYPE i TYPE 2
SLAB -FOOTING DETAILS
2500 MIN. GUNITE MAY BE SU55ITlUTED
FOR 3000 P51 CONCRETE
USE 6X6 10/10 WWM OR FIBER MESH
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHORS.
03 REBAR CONT.
STEEP SLOPE FOOTING
TYPE 2
CONCRETE PAVER DECK
ML
12
3000 P51 CONCRETE W/ 2--3 F EBAR5
RIBBON FOOTINGPAVER DECK
's4l
THE POOL CONTRACTOR
7 77
SHALL PLACE ALL STEEL
IN THE POOL WALL AT NO
MORE THAN G" ON CENTER
IN BOTH DIRECTIONS IN
k
AREAS WHERE THE ANGLE
OF REPOSE IN ENCROACHED
ON OR THE POOL SHELL
ENCROACHES INTO THE
I TO I AREA.
EXISTING STRUCTURE
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL AREAS
STEEL TEX FORM W/
STRUCTURAL STEEL �_-
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
AWAY FROM SHORING,
THE POOL SWELL WALL SHALL BE —
CONSTRUCTED AT 6" THICKNESS.
0 3 REBARS AT 6" ON CENTER
BOTH WAYS IN AREAS THAT EXTEND
INTO THE ANGLE OF REPOSE
STRINGER MAY BE DRIVEN,
INTO GROUND MIN. 9"
OR OTHERWISE SUPPORTED
TO PREVENT FROM KICKING
OUT AT BASE.
SNORING DETAIL
IN LOCATIONS WHERE EXISTING FOUNDATION 15
THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS
AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED.
PARkc.tEMBRC�y', X32645
V-6" MIN. DISTANCE
LESS THAN I ON I
STRINGER TO BE SUPPORTED BY
CLEATING TO SUITABLE ANCHOR
DEVICE SUCH AS A 2" X 4" ATTACHED
WITH ANCHOR NAILS OR TAPCON5 TO
EXISTING CONCRETE LANAI OR
EXISTING STRUCTURE OR ITS FOUNDATION,
EXISTING STRUCTURE
IN
USE 1/2" PLYWOOD SHEETING
OR EQUIVALENT BUILDING
MATERIAL TO RESTRAIN SIDE
OF EXCAVATION
BACKFILL BEHIND SHORING TO
PREVENT UNDERMINING OF
EXISTING STRUCTURE.
PROVIDE WEEP HOLES AS
APPROPRIATE.
CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT ROUGH SHELL AS
RAPIDLY AS CONDITIONS WILL
ALLOW. THERE 15 NO SUBSTITUTE
FOR RAPIDLY BACKFILLING
EXCAVATION TO PREVEK t r" ^j e.„#
D
UNDERMINING OF AJAG
STRUCTURE. a 5.
PARKER MYNCNENBERG 4 A550C., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1'129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(386) 611-6891 FAX (3B6) 611-2114
TYPICAL
RESIDENTAL SW/POOL
DESIGN FOPI
ELOR I DA LUXURY FOOLS, INC.
74 LEVY ROAD
ATLANTIC BEAC44, FL. 32233
q04-226-1526 / q04-222-1188
CPC1458ggq
SHEET 4 OF 4
Florida Luxury Pools, Inc.
74 Levy Road, Atlantic Beach, FL 32233
David Bradley Himel I Owner
Cell: 904-477-9008
Office: 904-226-1526
Email: Brad@LuxuryPooisJax.com
Robert Metz I Construction Supervisor
Cell: 904-361-8074
Email: Robert@LuxuryPoolsJax.com
Applying on Behalf of...
Derek Nowell
294 Pointsetta St.
Atlantic Beach, FL 32233
Florida Luxury Pools, Inc.
EIN 81-3602014
Document # P16000069798
State Certification Pool / Spa Contractor
CPC 1458999
Active 5/31/2017
Expires 8/31/2018
Florida Building Codes Pertaining to
underground Pool Construction (All
Attached)
1) FBC — Residential 611 Edition (2017)
Chapter 45 Private Swimming Pools
2) R4501.3 Mechanical Requirements
3) R450 — Engineering Design,
R4501.6.1 Conformance Standards
4) FBC — Residential, 6th Edition (2017)
Chapter 42 Swimming Pools
(Electrical Provisions)
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W!
GRAPHIC SCALE (In Feet)
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TOTAL LOT:
2,468 SQR FT
HOUSE:
540 SQR FT
DRIVEWAY:
220 SQR FT
PORCH & WALKWAY:
118 SQR FT
EXISTING CONCRETE:
9 SQR FT
TOTAL IMPERVIOUS:
887 SQR FT
(APPROX 35.9%)
PROPOSED DECK (TURF):
331`(50%) = 166
POOL COPING AREA:
64 SQR FT
PROPOSED IMPERVIOUS:
1,117 SQR FT
(APPROX 45.3%)
POOL AREA: 224 SQR FT
POOL PERIMETER: 60 LN FT
DECK AREA: 331 SQR FT
8 GAGUE COPPER GROUND
WIRESECURD AT STEEL
MAT OF SHELL AND POOL
EQUIPMENT AS REQUIRED
BY CODE
STORM WATER AND RUN-OFF
FROM SWIMMING POOL AND
DECK WILL NOT IMPCAT
ADJACENT PROPERTIES
POOL TURNOVER
5,141 gal @ 35gmp = 2.45 hrs
CUSTOMER ELECTS TO USE
ONE OF THE FOLLOWING
1. HARD WIRED ALARMS ON ALL
WINDOWS AND DOORS
LEADING TO POOL AREA
2. CHILDPROOF FENCE
3. POOL COVER
4. OTHER APPROVED METHOD
CUSTOMER INITIALS:
SEMI -PERVIOUS
TURF
COM�P�R�V EpNT
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ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
ROJECT NAME: NOW ELL, DEREK CONTRACTOR NAME: FLORIDA LUXURY POOLS
ND ADDRESS 294 Pointsetta St
Atlantic Beach, t 32233 AND ADDRESS: Jacksonville Beach, FL 32250
[OWNER: NOWELL, DEREK
NTRACTOR PHONE: 904.226.1526 DATE: 5/8/2018
vimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals (APSP).
is not part of the American National Standard ANSI/APSP/ICC --- 15 2011 but is included for information only. Contractors should acquire and comply
ith the ANSI/APSP/ICC --- 15 2011 standard which can be purchased at www.apsp.org.
1. 5141 gallons
. §5.2.1: Calculated pool & spa volume
Gallons:_5,141_; or
Calculated Gallons: (surface area ) X (average depth) X 7 48 (gal/ft63)
. §5.2.1: Calculated maximum filtration flow rate
'ool volume - 360 or 35gpm whichever is larger)
§5.2.2: Auxiliary Pool Load: Yes, _X_No?
er the highest "auxiliary pool load" to be powered by the swimming pool filtration pump. Do not add auxiliary pool load flow rates together,
the highest is used).
Calculated maximum flow rate
n 2 Or item 3, whichever is larger)
§5.5.1: Pipe sizing:
a. Minimum suction pipe diameter
(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
(Calculate:item 4. _35_(gpm)+Branch Pipes 2 (quantity) = branch flow rate _37.5_(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
(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
(Calculate: Item 4 35 (gpm) - Branch pipes _1_(quantity) = branch flow rate 35 _ (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)
b. Minimum filter area
(Calculate: item 4. _35_(gpm) = filter factor _.375_)
Filter factors. Carfddge=0.375, Sand=15, Diatomaceous Earth=2
7. §5.4.2: Backwash valve: Yes, _X_No?
(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 F -3-1-7—T 499 1 720
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.
a. Pump model
b. Pump flow
(§5.3.2.1, 5.3.2.2: Applicable Curve A or C gpm now listed in database)
2. 35 gpm
3. gpm
4. 35 gpm
5a. 1.5 inches
5b. 1.5 inches
5c. 1.5 inches
5d. 1.5 inches
6a. Cartridge
6b. 96 sq. ft.
7. inches
8a. INTELLIFLO
VSFHP165AUT
8b. 35 gpm
loft
4/5/2012 ANSI/APSP/ICC--- 15 Standard Writing Committee form
VSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
Check
)mponent Section
Requirements
4.4.1.1
Heater has no pilot light N/A
4.4.1.2 Readily accessible on ---off switch mounted outside of the heater
N/A
eaters 4.3.1.3 No electric resistance heating unless for in -ground spa with tight fitting cover with R---6 insulation, N/A
2 oft
4/5/2012 ANSI/APSP/ICC— 15 Standard Writing Committee Form
or for pool with 60% of documented pool heating from on ---site solar or recovered energy.
Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0
N/A
4.3.2
Pool filter pump listed in database
X
5.1.1
Pool filter pump with total horsepower 1.0 or more is multi ---speed
X
systems
5.3.1
Multi ---speed pump controller programmed to default to the filtration flow rate when no auxiliary
pool loads are operating within 24 hours and programmed with temporary override
capability for servicing.
Single -speed pump controller capable of operating pump during off-peak electric demand.
X
N/A
5.3.3
5.3.4
5.5.2
Pipe before pump has at least 4 diameters of straight pipe.
X
5.5.3
System installed with solar, or setup for the future addition of solar heating equipment by installing
18 inches Of horizontal or vertical pipe after the filter and before a heater, or built-in or
built-up connections, or dedicated pipe to and from the pool.
X
Directional inlets for mixing pool water.
X
5.5.6
2 oft
4/5/2012 ANSI/APSP/ICC— 15 Standard Writing Committee Form
ANSI/APSP 7 2006 Specifies three methods for determining the maximum system flow rate.
The following simplified TDH calculation is one of these methods specified.
Simplified Total Dynamic Head (TDH) Calculation Worksheet
Determine Maximum System Flow Rate:
Minimum Flow Rate Required: 35 GPM Per Skimmer (Required: 1 skimmer per 800 sf of surf. Area)
1. Calculate Pool Volume: 5,141
(Vol in gal. calculated in CAD) — ) /hr
60 (min./hr.) 360
2. Determine preferred Turnover Timein hours: 6 (Turnover in Min.)
(Hours) - = 14 + 0 "35
3. Determine Max Flow Rate: 5,141 / 360 Feature Flow Rate) (System Flow Rate)
(Vol in gal.) (Turnover in Mins.) (Pool Flow Rate)
4. Spa Jet: 0 X
p gpm per jet = 0 flow rate. (minimum *35 for skimmer)
—(#—o f Jets) (Jet Flow) (Total Jet Flow Rate)
(For single pump pool/spa combo, use higher No. 3 or No. 4 in the following calculations for the pool & spa)
Determine Pipe Sizes:
37 gpm Maximum System Flow Rate.
Branch Piping to be 1.5 Inch to keep velocity @ 6 fps max. at 50 gpm Maximum System Flow Rate.
Trunk Piping to be 1.5 Inch to keep velocity @ 8 fps max. at 62 gpm Maximum System Flow Rate.
Return Piping to be 1.5 inch to keep velocity @ 10 fps max. at
Determine Simplified TDH:
1. Distance from pool to pump in feet:
2. Friction loss (in suction pipe) in
3. Friction loss (in return pipe) in
4 28 X
0.08
28
1.5 inch pipe per 1 ft. @ 37 gpm = 0.08 (from pipe flow/friction loss chart)
1.5 inch pipe per 1ft. @ 50 gpm = 0.14 (from pipe flow/friction loss chart)
2.24
(Length of Suct. Pipe) (Ft of head/1ft of pipe.) (TDH Suct. Pipe)
5 60 X 0.14 = 8.4 10.64
(Length of Pressure Pipe) (Ft of head/tft of pipe.)
TDH Return Pipe) TDH in piping:
Filter loss in TDH (from filter data sheet): 10
Heater loss in TDH (from heater data sheet): 0
Total all other loss: 10
(Total all other loss includes but is not limited to... Watertalls. 90's, 45s, valves, eyeballs, etc )
Total Dynamic Head (TDH): 30.64
Selected Pump and Main Drain Cover:
-----------------
Pump selection Jand Intelliflo VS using pump curve for TDH &System Flow Rate
Main Drain Cover CMP 8" (System Flow Rate must not exceed approved cover flow rates)
Notes: Minimum system flow based on min. flow per skimmer of 35 gpm.
Determine the Number and Type of Required In -Floor Suction Outlets:
Check all that apply.
X () 2F— 1.5" Suction outlets @
O O Op 3Suction outlets @
Channel Drain
74 gpm max. flow (see note 2).
C�gpm max. flow (see note 3).
��gpm w/ ports (see note 4).
Cnicu"H Q0 Op*ion-
fF r each pump
-Check one.
I S_rrnoliFred foto(_ Dvnomic Head (STDH)
Cor: plete SIDH Worksheet - l^}11 ;r
Totnl Dvnomic Head iTDHi
`1 Cotrp?cte Program or other colts. fill in required
blanks on worksheet & attoch calculations.
Mnyimum Flow CaDacity
of the new or replacement pump.
I 1 _ If a variable speed pump is used, use the max.
!pump flow in calculations.
2. For side wall drains, use appropriate side wall drain
1 ow ds published' -by manufactures -
3 .l sect manufdcture s name brigap;oved sr7aximum
flo*
4:
_e -.Ins 1�instrtictloris•.fofi=rirrrilbci 'vf_ppi�LS t0
;rb
-used. _
? 5: 1n Floor suction outlet cover/grate must conform to
most recent edition of ASME/Mf I A112.19.8 and be
embossed with that edition approval -
16. Pump, Filter & Heater make and model cannot
ch raged, and equipment location cannot be moved
L,lccser to pool without sut rnitting a revised -plan and
i calculation worksheet for approval.
Sched le 40 PVC Pipe
I FPO 41daxy -Feet Ps Srwald--11
size 6 fps=L
(1047
712
Total- Head In
Feel Conversion
Chart
Inches
Mercury (Vacuum Gauge)
X11
0 X 4
0 I 0.0 1 13 45
6 a 1 10 12 I 14-
! 6B 9A 113 ! 1S6 I 756
16 I 18
tE.} v
6.8
2 4.6
j 9.1 11.4 13.6 159 18.1
20' 2z`
69 9.1
3 1 6.9 1 92 115
1 11.4 13.7 159 182 M+
1:7 16.0 18.2,
71-7 125D
+ 9.2 1 11.5 138.
5
10.5 1224
180 1a_3 2Q.5 218 251
25.0 273
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j 11S 138 16.1
183 326 ? ( 115! 27.4.19.6
! 3ta
..., ...., w.a al-. : /7.� - ' 73:7 7Et.0 : '7a2' •I 8a5- 828 -65.0.
Z9 57.0 ... tis 715. 73a ! 7fi f1 •m t- .lin S eo • � . �,
w Tat •1 11.0 l I -1Z .l MT 1 78.3 I • ami; 1829 r i1 87.4189 6
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34 1 :85 Wz . am I a5z117.6. a9.8 92.1 94.4 96:6 • S.
35 I 8a9 __851.. 854. 422 94-4 .96.7 1 %69 ' .loi
This form is the property of Gordon H. Sfw!pardson, PE and
✓ onf be usad in cwj181ctian with my Re4&nW Shimming Pod
)ee ficafion Drawings or by odl wn -wb my wriften peirius�.
GORDON H. SHEPARDSON, P.E_
FL PE 1 19333
672 N. Semoran Blvd., Ste 203
Oriondo, FL 32807
Office: (407) 275-1099
Fax: (407) 275-1015
Dr,=n By: A R IRK" &
Associates, h)--
(Q7)
tG(407) 977-1892
Special'¢ing � - .
Resiciet;;tid and Commercial.
Pools, Fountains and Feahx--
Swimming Pool Specificction For:.
Scale: None Rev 0 - 2/1609
9
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620
cn.. ui
"485
506-:
530': 553
:-57:6 �
..
,621?
64-3.
..., ...., w.a al-. : /7.� - ' 73:7 7Et.0 : '7a2' •I 8a5- 828 -65.0.
Z9 57.0 ... tis 715. 73a ! 7fi f1 •m t- .lin S eo • � . �,
w Tat •1 11.0 l I -1Z .l MT 1 78.3 I • ami; 1829 r i1 87.4189 6
+.0 Jar. Jb+ 1 ao.7 1 &10 1 t52 1 87S 1 89-7 - 920920-�1 -_4
33 762 PL5 a0.7 8311 853 GIs 1 8" 9.2 C 94.3 96
34 1 :85 Wz . am I a5z117.6. a9.8 92.1 94.4 96:6 • S.
35 I 8a9 __851.. 854. 422 94-4 .96.7 1 %69 ' .loi
This form is the property of Gordon H. Sfw!pardson, PE and
✓ onf be usad in cwj181ctian with my Re4&nW Shimming Pod
)ee ficafion Drawings or by odl wn -wb my wriften peirius�.
GORDON H. SHEPARDSON, P.E_
FL PE 1 19333
672 N. Semoran Blvd., Ste 203
Oriondo, FL 32807
Office: (407) 275-1099
Fax: (407) 275-1015
Dr,=n By: A R IRK" &
Associates, h)--
(Q7)
tG(407) 977-1892
Special'¢ing � - .
Resiciet;;tid and Commercial.
Pools, Fountains and Feahx--
Swimming Pool Specificction For:.
Scale: None Rev 0 - 2/1609
►� PENTAIR
SuperFlo Pump
SUPERFLO®
HIGH PERFORMANCE PUMPS
and Hiohlie
• SuperFlo pump by Pentair Aquatic Systems is a direct
replacement for the Hayward" Super Pumps
• Extremely quiet operation
Appliance . Unionized fittings included 11-1/2 in. internal slip and
Efficiency 2 in. external slip)
Dalahase
• Cam and Ramp' Lid
o Heavy-duty, high service factor 56 square flange motor
• Integral volute and pot reduce hydraulic noise
Thi SuperFlo`" primps are specificat.(y designed to be the best choice for a variety of inground pools, The SuperFlo pump
~ teats resYthrctrw�llep body parts, a heavy-duty 56 square flange motor, and highly engineered hydraulics. The SuperFLr,
pumps- iifent running capability and small footprint allow it to easily drop into a compact equipment pad.
Ij:rrdering Infdrmation
Full Load
odul r. Molls Voltage HP SF SFHP Primary Listings and Port Size Carton Curve
Certifleatlons' fNPTI Wt.(Lbs,) Key
r .
3f j8021
SF N1 1(2pl
115/208-230
8.8/4.5-4.4
1/2
1.90
13-� fid' yr
•
h-.. is 1'.S%.
►� PENTAIR
SuperFlo Pump
SUPERFLO®
HIGH PERFORMANCE PUMPS
and Hiohlie
• SuperFlo pump by Pentair Aquatic Systems is a direct
replacement for the Hayward" Super Pumps
• Extremely quiet operation
Appliance . Unionized fittings included 11-1/2 in. internal slip and
Efficiency 2 in. external slip)
Dalahase
• Cam and Ramp' Lid
o Heavy-duty, high service factor 56 square flange motor
• Integral volute and pot reduce hydraulic noise
Thi SuperFlo`" primps are specificat.(y designed to be the best choice for a variety of inground pools, The SuperFlo pump
~ teats resYthrctrw�llep body parts, a heavy-duty 56 square flange motor, and highly engineered hydraulics. The SuperFLr,
pumps- iifent running capability and small footprint allow it to easily drop into a compact equipment pad.
Ij:rrdering Infdrmation
Full Load
odul r. Molls Voltage HP SF SFHP Primary Listings and Port Size Carton Curve
Certifleatlons' fNPTI Wt.(Lbs,) Key
r .
3f j8021
SF N1 1(2pl
115/208-230
8.8/4.5-4.4
1/2
1.90
0.95
UL', NSF =, APSP'
1.5 in. x 1.5 in.
3B
E
r:2
.
SF�N1+3/3FE
lt5/208-230
8:8/4.54.4
3/4
1.30
0.95
UL t, NSF:
1.5 in x 1.5 in:
r3i(3
SF N1 lAE
1151208 X30.-
.12,8L7.tl. 6,4
1
1.25
1.25
UL'; NSF'
1.5 in. z 1.5 in.
38
38
F
SF-N1-1-1/2AE
115/208-230
14.8/7.8-74
1-1/2
1.10
1.65
UL'; NSF'
1:5 in. x 14 in: `
0
"348075
SF-NI•2AE
208-230
98-8.8
2
1.10
2.20
UL',NSF =
1.5in. x1.5in,
40
H
148gd„ ,. SE N1-2-1/2AE
208-230
11,0-10.2
2.1/2
1.04
2.60
UL', NSF z
1.5 x
48
i
in. 1.5 in.
54
J
340036
SF -NI -1/2F
115/2008230
108/5.2-5.4
1/2
1.95
0.95
UL',NSF 2.AP5P=
1.5 in. x1.5in.
38
g
340097
5F-N1=3/4A115!208
230
X0.8/5.2-5.4
3/4
1.25
0.93
UL!, NSF 7
340038
SF -N1 -IA
115/208-230
19.2/6.2-6.6
1
1.25
1,25
2
1.5 in. x1.5in.
39
F
340039
SF•N1=i t/2A
115/208-230
16.0/7 8-8.0
15
1.10
1.65
UL',NSF
1.5 in. x 1.5 in.
38
G
.,
v,
ULf,NSF2
1.5 in. x1.5in ':
40.
H
J,rc
S/20>f �3D"
It QT1D:D-10,5
2r
1.10
2.20
UL', NSF =
1.5 in. x 1.5 in.
48
.•'fkt-1hp
208=230
11.5-11.0
2.1/2
1.06
2.60i
UL', NSF r
I
1.5 in. x 1.5 in:
54
�
R.11•
SF -N2 -3/4A
115
14.6/4.7
3/4
1.67
1,25
UL', NSF 2, APSP
1.5 in. x 1.5 in.
39
SF -N2 -1A
230
6.0/2.3
1
1.25
1.25
UL', NSF °, APSP'
1.5 in, x 1.5 in.
A. F
SF -N2 -1-1/2A
230
7.8/3.0
1.1/2
1.10
1.65
UL', NSF', APSP'
1.5 in. x 1.5 in.
39
8.0
SF -044C,
230
10.0/3.5
2
1.10
. 2:20
UL', NSF 2. y
APSP
1.5 in. x 1.5 in.
41
49
H
'
0,1
340098
SF -N1-1/2
240/120
7.5/15.0
1/2
1.1
0.55
UL'
340094
SF -N1-1.3/4
240/120
7.5/15.0
3/4
1.1
0.82
1.5 in. x 1.5 in.
38
340095
SF -N1-1
240/120
6.9/13.8
1
1.1
1.10
UL'
1.5 in. x 1.5 in.
40
340096
SF -N1-1-0/2
240
7.2
1-1/2
1.1
UL'
1.5 in. z 1.5 in.
38
340097
-NI -2
240
9.4
2
1,65
UL
1.5 in. x 1.5 in.
40
_SF
1.1
2.20
ULI
1.5 in. x 1.5 in.
48
350157 Union Kit -1-1/2 in. Internal Slip x 2 in. External Slip lincludes 2 unions as pictured above)
UL' indicates that Pump bear, a UL mark signifying evaluation to iJ.S. - "APSP' Pump has been etatuatad to ANSI/APSP'; IC(,..15 ad CaG(crnia
n
Standards UL 1081 for Permanently Connected Swimming Pool and Spa Title 20 ar,d is •:entified to use tin Ftesldent,aLSlYlrnrnlliy Peoi Filtrarion
Pumps and to Canadian Standards CAN/ CSA C22.2 No. IOu-Ot Liquid Systems.
Pumps For Swimming Pools Only [Enclosure 31. y
'NSF' indicates that pump bears a NSF ma, -k signifyingevaluation, to Product may have been evaluated to other state and ter -Qi r_gu(at�ry
- standards. Listing status mayChange. Always confirm status with
NSF Standard 50 For Self -Priming Centrifugal Purrrps For Sw+mming appropriatE agency d in daubs.
Pools Only,
Hayward! arid SU ar '-
p - Pump sic registered trademarks u' Naywf:,rd
Industries, Inc.
IUU
90
80
70
60
3
c 50
v 40
U-
30
20
10
0
SUPERFLO®
fI1(5H IFRFO R!,V"ArJ ;E CONI'l
dimensions and Performance
0 10 20 30 40 50 60 70 80 90 100 110 120 130
U.S. Gallons per Minute
ZEF
See page ^ . ,n.-eplacement pars.
REF
A- VARYING LENGTH
HP
STD EFF
EE
.5
23.89
24.64
.75
23.89
24.64
1
23.89
24.64
5
2427
2
1 25.89
25.39
2.5
1 . 25.89
25.89
ZEF
See page ^ . ,n.-eplacement pars.
REF
immA
CLEAN & CLEAR° FILTERS
FIBERGLASS REINFORCED POLYPROPYLENE TANK
Featured Hightights
• NSF listed
• Unionized connections
• Integrated continuous High Flow' Internal Air Relief
• Chemical resistant tank body
• Lock ring with spring-loaded safety latches
• Coreless cartridge for easy cleaning
• High Flow manual air relief valve
Clean & Clear . 1 in. drain and wash out
Filter
• Single piece base and body design
The Clean & Clear Fitter features a chemical resistant tank with no -tool servicing and a coreless cartridge for easier cleaning.
ALL models are equipped with easy spin -on unions for plumbing hook-ups. These filters are NSF listed, and are available in 50,
75, 100, 150, and 200 square foot sizes.
Ordering Information
One GPM per sq. ft. shown recommended flow rate .5 GPM per sq. ft.
Dimensions and Performance
Note: Actual system flow will depend on NS�
plumbing size and other system components.
Note: Pentair Aquatic Systems does not I NSF/ �.�
recommend flow rates above 150 GPM. nimpnsinn Table
* Integrated continuous High Flow internal
air relief is operational only when there is
unobstructed flow in the circulating system.
Note: Operating Limits -maximum continual
operating pressure of 50 PSI. Pool/spa
(bather) applications, maximum operating
water temperature (internal filter) 104*F
(40°C).
See page 384 for replacement parts.
Model A Dim. I 6 Dim.
160314
18"
30"
160315
Turnover Capacity
39"
160316
33"
61"
160317
Effective Filtration
Flow Rate
160318
(in Gallons)
76'
Carton
Carton
Product
Model
Area (Sq. Ft.)
(GPM Res)
aty.
Wt. (Lbs.)
8 Hour
10 Hour
12 Hour
160314
CC 50
50
CLEARCLEAN &
50
FILTERS
24,000
30,000
36,000
1
15
160315
CC 75
75
75
36,000
45,000
54,000
1
26
160316
CC 100
100
100
48,000
60,000
72,000
1
33
160317
CC 150
150
150
72,000
90,000
108,000
1
35
160318
CC 200
200
150
72,000
90,000
108,000
1
35
One GPM per sq. ft. shown recommended flow rate .5 GPM per sq. ft.
Dimensions and Performance
Note: Actual system flow will depend on NS�
plumbing size and other system components.
Note: Pentair Aquatic Systems does not I NSF/ �.�
recommend flow rates above 150 GPM. nimpnsinn Table
* Integrated continuous High Flow internal
air relief is operational only when there is
unobstructed flow in the circulating system.
Note: Operating Limits -maximum continual
operating pressure of 50 PSI. Pool/spa
(bather) applications, maximum operating
water temperature (internal filter) 104*F
(40°C).
See page 384 for replacement parts.
Model A Dim. I 6 Dim.
160314
18"
30"
160315
25-112'
39"
160316
33"
61"
160317
40-112"
76'
160318
40-12'
76'
Clearance to remove Fitter Module
O
B
A
"�. 1
v
SECTION TV_ TECHNICAL DATA
A. Filter Pressure Loss Chart
C. Replacement Parts
B. Flow Rate Table
Product a sq. ft.GPM
16D31t
50
J0
160315
75
75
160316
100
100
160317
750
150
160318
200
150
Residential
Commercial
Maximum Cartridge
1
Flow Rates
High Flow " manual air relief valve
GPH 6 hour
8 hour
3.000 18,000
24000
4.500 27.000
36,000
6,000 36,000
48,000
9,000 54,000
72.000
9,000 54,000
72AOD
(I 1 One (iPM per sq. IZ_ sltuwn, recommended now rate for residential is .5 GPM per sq. tt.
121 r .. imercial Flow rate is a maximum or.375 GPM per sq. ft. of filter area.
NOTt- Actual system flow will depend on plumbing size and uther system components.
Item
Commercial
Description
1
Maximum Cartridge
High Flow " manual air relief valve
2
Flow Rates
Pressure Gauge
3
our 6 hour
Lid, 50,100 sq. ft. filter
.840
9.120
Lid, 75,150, 20C sq. ft. filter
.080
W4,50O
13.'140
Locking r Ing assy.
680
18.240
Body 0 -ring
,160
26.880
Air Bleed Sock Kit
7,000
36'.000
(I 1 One (iPM per sq. IZ_ sltuwn, recommended now rate for residential is .5 GPM per sq. tt.
121 r .. imercial Flow rate is a maximum or.375 GPM per sq. ft. of filter area.
NOTt- Actual system flow will depend on plumbing size and uther system components.
Item
Part Number
Description
1
98209800
High Flow " manual air relief valve
2
190058
Pressure Gauge
3
178553
Lid, 50,100 sq. ft. filter
4
178561
Lid, 75,150, 20C sq. ft. filter
5
59052900
Locking r Ing assy.
6
87300400
Body 0 -ring
7
59016200
Air Bleed Sock Kit
8
59053500
Center Core, 50 sq. ft. filter
9
59053600
Center Core, 75 sq. ft. filter
10
59053700
Center Core, 100 sq. ft. filter
11
59053800
Center Core, 150, 200 sq. ft. fitter
12
R173213
Cartridge Element, 50 sq. ft. filter
13
8173214
Cartridge Element, 75 sq. ft. filter
14
8173215
Cartridge Element, 100 sq. ft. filter
15
R173216
Cartridge Element, 150 sq. ft. filter
16
R173217
Cartridge Element, 200 sq. ft. filter
17
178562
Bottom, 50 sq. ft. filter
18
178554
Bottom, 75 sq. ft. filter
19
178563
Bottom, 100 sq. ft. filter
20
178560
Bottom, 150, 200 sq. ft. filter
21
86202000
Drain Cap Assy.
22
51005000
Drain Cap Gasket
23
39104500
Union Nut "C" Clip
24
98212200
Union Nut
25
071426
Union 0 -ring
26
79304600
Body, Swivel
6
19, 10, 11
�--- 12, 13, 14, 15, 16
17, 18, 19, 20
21,22
i1 25
26;
24
23
Large Out(,,: -,,t VGB Drains,
Open area = 13.40 in'
-war,
2.5"Sump Outfcits
25513-250 = White
25513-251 =Gray
25513-254 = Ofaek
• Tested to ASME
A712.19.8-2007
Tested to ASME
Al i 2.19.8-2"7
& A--
Plastic Cover Flow
xx„iY
Ratedat 146 GPM
• Max Flow ;.-j 1.5 FPS
is 62.62 GPM
Max Flow a, 1.5 FPS
5
is 62.62 GPM
1APITIO Fide SP -5V56
2.5"Sump Outfcits
25513-250 = White
25513-251 =Gray
25513-254 = Ofaek
• Tested to ASME
A712.19.8-2007
• Plastic Cover Flow
Rated at 146 GPM
• Max Flow ;.-j 1.5 FPS
is 62.62 GPM
• IAPMO File SP-SG66.
VON-
. . . . . . V
Z
Outldts
�White;
Gray
Black
nrva
Custom Molded Products, Inc.
Toll Frpe: 800-733.9060 or visit us onfine atwww-c-m-p.corn
C-4 goo,
Contact us for details about our complete fine, of pool, spa & whirlpool bat!) componvnrO
0
Mj
NTELLIBRITE° 5G COLOR LED LIGHTS
D DHRWATFR FW LIGHTS FOR SWIMMING POOLS AND SPAS
• A - assures more tight is directed toward
. urease intensity and color effects,
• S 'distributes light in an optimum way to
ateotbottom. Light intensity and color are
throughout your pool.
• _ _. to 1$0 degrees to provide wide beam
a ";a •ae beam pattern
• _ . ogy makes use of the brightest and
- _
an avai[abte in underwater pool and spa
ewgyconsumption than competitor's tights
• : - s> d fixed colors to match or create the
- _ - blue,green, magenta, white, and red or
e.. v -_T . color shows" that come preprogrammed
•?was designed to work with IntetliTouch® and
the leading control systems for pool,
ent automation. In effect, you transfer
to the IntetliTouch or EasyTouch system
backyard and pool features.
• - _ _ _ . _, and Spa lights are backwards compatible
-_UiBrite lights
• _ _ _ a = . stainless steel and plastic niches
ALL Pentair UL Listed underwater lights are certified
for use in'frest, water with up to 6,000 ppm salinity.
F -
477c:
PENTAIR
(ntelliBrite 5g Color LED Pool and Spa Lights
IntettiBrite Lights automated color -changing pool and
spa lights feature LED technology—the wave of the future
in energy—efficiency, lifetime value, quality of light, and
controllability. With IntettiBrite lights, combinations of
individual colored LED's are mixed and matched to achieve
a vibrant spectrum of colors. These combinations are power
sequenced to illuminate and cycle through colors at varying
speeds, and in different sequences of color. Combined
with a custom reflector and unique lens design, IntettiBrite
tights offers superb efficiency while being the brightest
yet most energy efficient underwater LED tight available.
Ordering Information
Product
Vattage
Wattage
Cord Length Carton Qty.
Product
Voltage
Wattage
Cord Length Carton Qty.
(Ft.]
Wt.)
COLOR
POOL LIGHTS
INTELLIBRITE
5g COLOR
SPA LIGHTS
6 0100
r
26W
30 1
640120
120
18W
30 1
601001
z?e
26W
50 1
640121
120
18W
50 1
601002
__
26W
100 1
640122
120
18W
100 1
601003
120
26W
150 1
640123
120
18W
150 1
601004
26W
250 1
640124
120
18W
250 1
601010
12
26W
30 1
640130
12
18W
30 1
601011
-2
26W
50 1
640131
12
18W
50 1
601012
12
26W
100 1
640132
12
18W
100 1
601013
12
26W
150 1
640133
12
18W
150 1
Note: Alt 120 volt pool and spa tights must be connected --3.96—
to a branch circuit protected by a ground fault circuit
interrupter (GFCI). I
Notice: Underwriters Laboratories has listed Pentair
Water Pool and Spa, Inc. lights for use with Pentair II
Water Pool and Spa, Pentair Pool Products, American
Products, Purex, or PacFab niches ONLY. To ensure 1032 I
proper grounding/bonding connections install only ( I I
Pentair Water Pool and Spa lights in Pentair, Water Poo[ fj
and Spa, Pentair Pool Products, American Products,
If
Purex or PacFab niches only.
---2A5-
Dimensions and Certifications
See pages 484-485 for replacement parts.
& C"19
Please refer to pages
122-124 for Canadian
listed Pool Lights.
JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC
CALCULATIONS AND EQUIPMENT SPECIFICAT
AND DOCUMENTATION ARE TO BE PROVIDEE
POOL CONTRACTOR FOR EACH PROJECT. Ti
CONTRACTOR MUST USE THE MAXIMUM FLOW
OF THE SELECTED PUMP AND PROVIDE HYD
CALCULATIONS FOR TDP TO DETERMINE PR<
PUMP AND PIPING SIZING. TPE MANUFACTURE
EQUIPMENT SPECIFICATIONS AND OTHER DOI
FOR PUMPS, FILTERS, NEATER EQUIPMENT AN
DRAINS AND COVERS ARE TO BE SUBMITTEE
REVIEW AND DOCUMENTATION FOR SIZING TI
CIRCULATION SYSTEM.
RECIRCULATION PUMP
CHLORINATOR
POOL
FILTER
MAIN DRAIN
LOW
PROFILE
JUNCTION
BOXY
UL APPROVED
UNDERWATER LIGHT
THE MAIN DRAIN PIPE INVERT NEEDS TO BE IS TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE.
1-1/2 TIMES THE DIA.
1-1/2 TIMES THE
MAIN MAIN
DRAIN DRAIN
RETURN
PLAID
Bl' THE
: POOL
APAC I TY
AULIC
R'S
WATER LINE
sol I .'"°I
2-p3 BARS
CONT. IN G" OF WATER
8"XB" BONI) LINE TILES
BEAM
JMENTATI ON
MAIN POOL SHELL 3000 PSI PUMP MIX CONCRETE
FOR PNEUMATICALLY APPLIED.
5"-7 IN VERTICAL WALLS (TYP)
6'-8" IN COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE SUBSITIUTED
FOR 3000 P51 CONCRETE
RETURN LINE
—`SKIMMER
UNDERWATER LIGHT
�;I
\ MAIN DRAINS MEET THE VIRGINIA GRAEME
BAKER POOL AND SPA SAFETY ACT.
INLET
TYPICAL SWIMMING POOL
4.0' 1 SWIM —
MIN. OUT 6"X6" 03 BARS GRADE 40,12" O.G.
_ — CERAMIC TILE VERTICAL AND
HORIZONTAL (TYP)
WATER -INE
1/2" QUARTZ
FINISH
SECTION
DECK OVER
POUR OR
BRICK COPING
VRETURN INLET
1-03 BAR CONT.
IN 5" THICK BOND
BEAM
ALTERNATE BEAM
FIN15N DETAIL
4" THICK CONCRETE DECK
W/ FIBER MIX 2500 PSI
L=�—
03 BARS 12" ON CENTER
EACH WAY (GRADE 40)
POOL SHELL 3000 F51 PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
5"-'1" IN VERTICAL WALLS (TYP)
6"-8" IN COVES AND FLOOR5 (TYP)
2500 MIN. GUNITE MAY BE 5UB51TIUTED
FOR 3000 PSI CONCRETE
GENERAL NOTES:
1. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES.
2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED
AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED
BY LOCAL INSPECTOR.
3. FILTRATION 5Y5TEM WILL HAVE SUFFICIENT CAPACITY
TO PROVIDE A COMPLETE TURNOVER OF POOL WATER
IN (12) TWELVE HOURS OR LESS,
4. POOL CONSTRUCTION TO BE THE SAME REGARDLESS
OF 51ZE AND SHAPE. IF FILL 15 REQUIRED FOR 2 FT. TO
4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE
REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAYS)
AND/ OR EXTRA WALL THICKNESS (8" TO 10')
5. ALL PVC PIPE WILL BE SCHEDULE 40.
G. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED
TO POOL STEEL AND GROUND WIRE.
'7. POOL ALARMS DO NOT NEED TO BE HARDWIRED
S. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED
TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
9. TERMITE CONTROL WILL BE APPLIED UNDER ALL
POOL DECKS.
10. ALL PUMPS AND FILTERS WILL BE ANCHORED TO A
CONCRETE PAD WITH TAP CON ANCHORS.
II. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED
WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED
BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH
A.N.5.1./A.S.M.E. AII2.19, 8M, "SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB
APPLIANCES"
12. THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 201-1
FLORIDA BUILDING CODE GTP EDITION.
13. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF
THE 2017 FLORIDA BUILDING CODE 6TH EDITION.
14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC
CODE. SEE 68026 (5)(2)(b) FOR PERIMETER BONDING
USING AT LEAST ONE() 08 AWG BARE SOLID COPPER
CONDUCTOR.
15. FOR RESIDENTIAL POOL5 UP TO A WATER DEPTH
OF 8'-0" 03 REBAR 12" O.G.B.W, OVER 8'-O';
SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT
A PART OF THIS DRAWING SPECIFICATIONS. WALL
THICKNESS SHALL PROVIDE CODE COVER OVER
REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN
WILL BE REQUIRED.
16. RESIDENTIAL POOLS SHALL COMPLY WITH THE
ANSI/AP5P/I00-5 2011 FOR RESIDENTIAL INGROUND POOLS,
ANSI/AP5P/ICG-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND AN5I/AP5P/ICC-1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND AN51/AP5P/ICC-I5A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
I'7. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION
FITTING 15 MISSING, BROKEN, OR LOOSE.
18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC
GLEANING SYSTEM, 15 A VACUUM CLEANER SYSTEM WHICH
HAS A SINGLE 5UG7ION INLET, OR MULTIPLE SUCTIONS INLETS
WHIGH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION
INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER
AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER,
OR OTHER APPROVED MEANS.
CONCRETED SOIL UNDER
CONCRETE DECK PARKER MYNCWE-NBERG 4 A550C., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1'729 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118
(386) 611-6891 FAX (386) 611-2114
i"
NV V'*)b+AI,THOUT
Emea a t 4
a s
TYPICAL
SES i DENTAL SW/POOL
DESIGN FOR
I=LUKIDA LUXURY FOOLS, INC.
74 LEVY ROAD
ATLANTIC, BEACH, FL. 32233
q04-226-1526 / 904-222-1188
CPC1458ggq
PARKER Ih`RIGNENBERG,?-kk. 032645 II
SHEET I OF 4
( I l o°oo,
°o °°O MAIN DRAIN W/ RELIEF PLUG OR 2"
°o °yo°°o
80. HYDROSTATIC RELIEF VALVE, IF REQ'D.
°o���oo°oo
DEEP END FLO
qND \ ROGKBED
WALL REINFORO
NT
TO SLOPE BRE
-
M3 BAR ® 12" ON
ENTER, EACH WAY t 'I.0' DEEP
03 BAR ® G" ON
ENTER, EACH WAY >'7.0' DEEP AND OVER,
SECTION
DECK OVER
POUR OR
BRICK COPING
VRETURN INLET
1-03 BAR CONT.
IN 5" THICK BOND
BEAM
ALTERNATE BEAM
FIN15N DETAIL
4" THICK CONCRETE DECK
W/ FIBER MIX 2500 PSI
L=�—
03 BARS 12" ON CENTER
EACH WAY (GRADE 40)
POOL SHELL 3000 F51 PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
5"-'1" IN VERTICAL WALLS (TYP)
6"-8" IN COVES AND FLOOR5 (TYP)
2500 MIN. GUNITE MAY BE 5UB51TIUTED
FOR 3000 PSI CONCRETE
GENERAL NOTES:
1. POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA,
COUNTY AND CITY BUILDING CODES.
2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED
AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED
BY LOCAL INSPECTOR.
3. FILTRATION 5Y5TEM WILL HAVE SUFFICIENT CAPACITY
TO PROVIDE A COMPLETE TURNOVER OF POOL WATER
IN (12) TWELVE HOURS OR LESS,
4. POOL CONSTRUCTION TO BE THE SAME REGARDLESS
OF 51ZE AND SHAPE. IF FILL 15 REQUIRED FOR 2 FT. TO
4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE
REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAYS)
AND/ OR EXTRA WALL THICKNESS (8" TO 10')
5. ALL PVC PIPE WILL BE SCHEDULE 40.
G. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED
TO POOL STEEL AND GROUND WIRE.
'7. POOL ALARMS DO NOT NEED TO BE HARDWIRED
S. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED
TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
9. TERMITE CONTROL WILL BE APPLIED UNDER ALL
POOL DECKS.
10. ALL PUMPS AND FILTERS WILL BE ANCHORED TO A
CONCRETE PAD WITH TAP CON ANCHORS.
II. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED
WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED
BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH
A.N.5.1./A.S.M.E. AII2.19, 8M, "SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB
APPLIANCES"
12. THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 201-1
FLORIDA BUILDING CODE GTP EDITION.
13. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF
THE 2017 FLORIDA BUILDING CODE 6TH EDITION.
14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC
CODE. SEE 68026 (5)(2)(b) FOR PERIMETER BONDING
USING AT LEAST ONE() 08 AWG BARE SOLID COPPER
CONDUCTOR.
15. FOR RESIDENTIAL POOL5 UP TO A WATER DEPTH
OF 8'-0" 03 REBAR 12" O.G.B.W, OVER 8'-O';
SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT
A PART OF THIS DRAWING SPECIFICATIONS. WALL
THICKNESS SHALL PROVIDE CODE COVER OVER
REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN
WILL BE REQUIRED.
16. RESIDENTIAL POOLS SHALL COMPLY WITH THE
ANSI/AP5P/I00-5 2011 FOR RESIDENTIAL INGROUND POOLS,
ANSI/AP5P/ICG-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND AN5I/AP5P/ICC-1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND AN51/AP5P/ICC-I5A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
I'7. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION
FITTING 15 MISSING, BROKEN, OR LOOSE.
18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC
GLEANING SYSTEM, 15 A VACUUM CLEANER SYSTEM WHICH
HAS A SINGLE 5UG7ION INLET, OR MULTIPLE SUCTIONS INLETS
WHIGH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION
INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER
AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER,
OR OTHER APPROVED MEANS.
CONCRETED SOIL UNDER
CONCRETE DECK PARKER MYNCWE-NBERG 4 A550C., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1'729 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118
(386) 611-6891 FAX (386) 611-2114
i"
NV V'*)b+AI,THOUT
Emea a t 4
a s
TYPICAL
SES i DENTAL SW/POOL
DESIGN FOR
I=LUKIDA LUXURY FOOLS, INC.
74 LEVY ROAD
ATLANTIC, BEACH, FL. 32233
q04-226-1526 / 904-222-1188
CPC1458ggq
PARKER Ih`RIGNENBERG,?-kk. 032645 II
SHEET I OF 4
RECIRCULATION
CHLORINATOR
POOL
FILTER —
MAIN DRAIN (
RETURN LINE
TYPICAL 5PA
POOL SWELL 3000 PSI CONCRETE
PNEUMATICALLY APPLIED.
6" IN VERTICAL WALLS (TYP)
6" IN COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE 5UBSITIUTED
FOR 3000 P51 CONCRETE
1/2" QUARTZ
FINISH
UL APPROVED
UNDERWATER
LIGHT
THERAPY JET
Z
E
RETURN LINE
MAIN DRAINS t-IFET THE VIRGINIA GRAEME
BAKER POOL AND SPA SAFETY ACT.
(SECOND MAIN L)PAIN MAY BE ON SIDE WALL)
LIGHT
3/4" BULLNOSE
TILE OPTIONAL
ON EDGE OF
STEP.
- 2 MAIN DRAINS ON FLOOR
4" THICK CONCRETE
DECK W/ FIBERP'lIX
3000 P51 — I
WATER
LINE
6"X6" CERAMIC TILE
LOW
VARIE5 PROFILE
JUNCTION
BOX
1
i -
COMPACTED SOIL
UNDER GONGETE L._._.�
DECK � (Yi
I
MAIN DRAIN
SUCTION LINE
/'Z-.60 0000000
0) o 0 op o
MAIN DRAIN W/ RELIEF o°00 o OOo°
PLUG OR 2" 00; 0.'000 "oo
PYDR05TATIC RELIEF Opo °0p��°_p°O
VALVE, IF REQ'D. 0-.000 _...o
oo"\
ROCKBED
03 BARS
03 BARS 12" O.G.
VERTICAL AND
HORIZONTAL (TYP)
(GRADE 40)
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE.
1-1/2 TIMES THE DIA.
I-1/2 TIMES THE DIA.
MAIN
MAIN DRAIN
DRAIN
GAP TILE/ BRICK/ OR CANTILEVER WITH
WATERLINE TILE
r— ACRLYIG FIN15H
2-03 REBAR
CONTINUOUS
STEEL
REINFORCED
CONCRETE —
6"
DECK AND TILE DETAIL
4
R
. ui�NY # ,f
p �
� y l
�T7jj to ry"
PARKER MYN 1iIWBEE!I$81 P.E. 032645
PARKER MYNOHENBERG 4 A5500., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
11201 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118
(386) 611-68011 FAX (386) 611-2114
TYPIGAL
RF -51 DENTAL 5W FOOL
DESION FOR
FLORIDA LUXURY POOLS, INC.
'14 LEVY ROAD
ATLANTIC BEAG�4, FL. 32233
0104-226-1526 / q04-222-1188
CPG1458ggq
SHEET 2 OF 4
POOL BONDING NOTES:
I. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES
COPPER CONDUCTOR; MINIMUM 08 AWG BARE SOLID COPPER
CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETE
SURFACE OF THE POOL FROM 18" TO 24" FROM THE INSIDE WA
OF THE POOL AND WHICH 15 SECURED WITHIN OR UNDER THE
PERIMETER SURFACE 4" TO 6" BELOW 51JBGRADE. THE PERIME
BONDING SHALL BE ATTACHED TO THE POOL REINFORCING 5
AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE
PERIMETER OF THE POOL.
2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED MEANS
PER NEC 250.8. BONDING GABLES UNDER SLAB SHALL BE PL CED AT THE BOTTOM
OF EXCAVATION.
3. WHEN REBAR IS UTILIZED FOR THE CONSTRUCTION OF PLANTS Z5 AND FOOTERS
ADJACENT TO THE POOL (WITHIN 5 FT), THIS REBAR SHALL BE BONDED U51NG
08 AWG BARE SOLID COPPER CONDUCTOR BY L15TED MEANS ER NEC 2508
TO THE BONDING CONDUCTOR.
4. LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONS
SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL FIELD ROUTE TO DETERMINE
EXACT LOCATION. BONDING CONDUCTOR SHALL CONFORM TO THE SHAPE OF THE POOL
WHILE MAINTAINING SMOOTH RADIAL CURVES - NO 90° RADIO SHALL BE PERMITTED.
5. RESISTANCE OF THE GROUND 5Y5TEM SHALL NOT EXCEED 25
6, IF REQUIRED, ALL GROUND 8005 SHALL BE 5/8" COPPER CLAP STEEL, V LONG
AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE, MIS IMM, AND WHERE
USED SHALL BE BONDED USING K8 AWG BARE SOLID COPPER CONDUCTOR BY LISTED
MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR.
7. SPECIAL GASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS,
POOLS WITH PERIMETERS OF VARYING ( VERTICAL) GRADES, DIMINISHED PERIMETER
SURFACES LIKE EDGE PLANTERS, STOP/RETAINING WALL5, ANC ERO-LOT LINES.
IN THESE CASES, THE BONDING CONDUCTOR SHALL BE INSTAL ED IN ACCORDANCE
WITH NEC 68026, NOTE I (ABOVE), AND DIRECTION FROM THE AUTHORITY HAVING
JURISDICTION (AHJ). THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATION OF THE BONDING WITH THE AHJ IN THE DETERIIINATION OF ITS
APPLICATION OF THE NEC.
LADDER, HANDRAIL,
DIVING BOARD, ETC.
PUMP MOTOR
METAL CONDUITS
OR PIPING SYSTE
POOL
REINFORCING
STEEL
00HEATER CASE
TYPICAL POOL BONDING
NOT TO SCALE
8. COPPER BONDING CONDUCTOR SHALL rr_ BONDED TO THE POOL AND SPA REBAR AS
SHOWN, 4 LOCATIONS, MINIMUM AT EACH nEPARATE BODY OF WATER, USING A #8 AWG
BARE SOLID COPPER CONDUCTOR. FOR r(ON-CONDUCTIVE POOL SHELLS, BONDING
AT 4 POINTS SHALL NOT BE REQUIRED.
9. COPPER BONDING CONDUCTOR SHALL rd BONDED TO THE EQUIPMENT GROUND OF
THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY
NEC 68026 (VERIFY LOCATIONS) USING 08 AWG BARE SOLID COPPER WIRE.
10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF
THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL
HANDRAILS, DIVING BOARDS, AND LADDER GRABRAIL5 IN THE POOL AND SPA AND
AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT.
HORIZONTALLY OF THE INSIDE WALL OF THE POOL (SPA) AND 12 FT VERTICALLY ABOVE
THE MAXIMUM WATER LEVEL OF THE POOL U51NG 08 AWG BARE COPPER WIRE.
II. ALL POOL AND SPA LIGHTING NICHES 5HALL BE BONDED TO POOL AND 5PA REBAR
PER NEC 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE
REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, IN
TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES.
AI PER THE NEC, NFPA 70 ARTICLE 680.23 (15)(5), STATES THAT BONDING SHALL NOT BE
REQUIRED FOR LUMINAIRES THAT ARE L19TED FOR THE APPLICATION AND HAVE NO NON-
CURRENT CARRYING METAL PARTS, IN ADDITION, PER ARTICLE 680.26 (15)(4), EXCEPTION
STATES THAT LISTED LOW -VOLTAGE LIGHTING SYSTEMS WITH NON-METALLIC FORMING SHELLS
SHALL NOT REQUIRE BONDING,
THEREFORE, LUMINAIRES THAT ARE LOCATED IN THE GLASS 2 CIRCUIT WITH POLMERIG/
NON-CURRENT CARRYING METAL PARTS ARE NOT REQUIRED TO BE GROUNDED/BONDED.
12. ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE BONDING OF
THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS.
BOND JUI'
NOTE 9
TYPICAL
JUNCTION BOX
(IF USED)
POOL LIGHT NICHE
CONTROL PANEL(S)
PEMAT I C
SCHEMATIC NOTES:
1. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SWELLS, PERIMETER SURFACES,
METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT,
AND METAL WIREWAYS/CONDUITS SHALL BE IN ACCORDANCE WITH NEC 680.26. OR, AS
ACCEPTED BY THE AUTHORITY HAVING JURISDICTION (AHJ .
TYPICAL POOL BONDING PLAN
BOND JUMPER
NOTE 8
TYPICAL
NOTES I, 4,
5 AND 8
NOT TO SCALE Y
1
BONDING LEGEND
• BO D CONNECTION, PER NEC 250.8
o PARALLEL TAP CONNECTION, PER NEC 250.8
UNDERGROUND BONDING CONDUCTOR, #8 AWG
�g qa
jyi P �-�..•i
•
A9
PARKER MYi4CH
CSmmnlAlI_ I-li—l/`T
NOTE I
MINIMUM 5/8" DIAMETER
COPPER GROUND ROD �\ FROM POOL REBAR OR
DRIVEN UNTIL MAXIMUM BONDING CONDUCTOR
RESISTANCE VALUE OF
25 OHMS 15 REACHED
(IF USED) NOTE I
TYPICAL BONDING TYPES
NOT TO 50ALE
NOTES:
I. SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
PARKER MYNCNENBERG 4 ASSOC., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32118
(386) 61'1-6891 FAX (386) 6"17-2114
TYPICAL
RES I DENTAL SW/POOL
DESIGN FOR
FLORIDA LUXURY POOLS, INC.
-74 LEVY ROAD
ATLANTIC BEAGN, FL. 52233
G104-226-1526 / q04-222-1188
CP01458ggq
SHEET 3 OF 4
4" DECK
r �<
(1) 05 REBAR
CONT.
MAX.
TURN DOWN FOOTER DETAIL
�a
SLOPEMO FOOTING
I
MOTERATE SLOPE FOOTING
TYPE 2
NT.
SLAB -FOOTING DETAIL5
2500 MIN. GUNITE MAY BE 5UE351TIUTED
FOR 3000 P51 CONCRETE
USE 6X6 10/10 WWM OR FIBER MESH
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHORS.
3) #3 REBAR CONT.
IFTIN6
OR
STEEPER
STEEP SLOPE FOOTING
TYPE 2
CONCRETE PAVER DECK
owl
12"
3000 P51 CONCRETE W/ 2-a3 REBAR5
RIBBON FOOTING W/ PAVER DECK
THE POOL CONTRACTOR
SHALL PLACE ALL STEEL
IN THE POOL WALL AT NO
MORE THAN 6" ON CENTER
IN BOTH DIRECTIONS IN
AREAS WHERE THE ANGLE
OF REPOSE IN ENCROACHED
ON OR THE POOL SHELL
ENCROACHES INTO THE
I TO I AREA.
EXISTING STRUCTURE
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL AREAS
STEEL TEX FORM W/
STRUCTURAL STEEL
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
AWAY FROM SHORING.
THE POOL SHELL WALL SHALL BE
CONSTRUCTED AT G" THICKNESS.
N 3 RE5AR5 AT 6" ON CENTER
BOTH WAYS IN AREAS THAT EXTEND
INTO THE ANGLE OF REPOSE
STRINGER MAY BE DRIVEN,
INTO GROUND MIN. 9"
OR OTHERWISE SUPPORTED
TO PREVENT FROM KICKING
OUT AT BASE.
SNORING DETAIL
IN LOCATIONS WHERE EXISTING FOUNDATION 15
THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS
AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED.
3'-6" MIN, DISTANCE
LESS THAN 1 ON 1
m
45°
STRINGER TO BE SUPPORTED BY
CLEATING TO SUITABLE ANCHOR
DEVICE SUCH AS A 2" X 4" ATTACHED
WITH ANCHOR NAILS OR TAPCON5 TO
EXISTING CONCRETE LANAI OR
EX15TING STRUCTURE OR ITS FOUNDATION.
EXISTING STRUCTURE
USE 1/2" PLYWOOD SHEETING
OR EQUIVALENT BUILDING
MATERIAL TO RESTRAIN SIDE
OF EXCAVATION
BACKFILL BEHIND SHORING TO
PREVENT UNDERMINING OF
EXISTING STRUCTURE.
PROVIDE WEEP HOLES AS
APPROPRIATE.
CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT ROUGH SHELL AS
RAPIDLY AS CONDITIONS WILL
ALLOW. THERE 15 NO SUBSTITUTE
FOR RAPIDLY BACKFILLING
EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
STRUCTURE.
PARKER MYNCWF=NBERG 4 A550C., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(386) 611-6891 FAX (386) 611-2114
TYPICAL
RE51 DENTAL SW/FOOL
DE51ON FOP,
FLORIDA LUXURY FOOLS, INC.
-14 LEVY ROAD
ATLANTIC BEACH, FL. 32233
q04-226-1526 / q04-222-1188
OF'014581-igq
SHEET 4 OF 4
yJ 4
3'-6" MIN, DISTANCE
LESS THAN 1 ON 1
m
45°
STRINGER TO BE SUPPORTED BY
CLEATING TO SUITABLE ANCHOR
DEVICE SUCH AS A 2" X 4" ATTACHED
WITH ANCHOR NAILS OR TAPCON5 TO
EXISTING CONCRETE LANAI OR
EX15TING STRUCTURE OR ITS FOUNDATION.
EXISTING STRUCTURE
USE 1/2" PLYWOOD SHEETING
OR EQUIVALENT BUILDING
MATERIAL TO RESTRAIN SIDE
OF EXCAVATION
BACKFILL BEHIND SHORING TO
PREVENT UNDERMINING OF
EXISTING STRUCTURE.
PROVIDE WEEP HOLES AS
APPROPRIATE.
CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT ROUGH SHELL AS
RAPIDLY AS CONDITIONS WILL
ALLOW. THERE 15 NO SUBSTITUTE
FOR RAPIDLY BACKFILLING
EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
STRUCTURE.
PARKER MYNCWF=NBERG 4 A550C., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
(386) 611-6891 FAX (386) 611-2114
TYPICAL
RE51 DENTAL SW/FOOL
DE51ON FOP,
FLORIDA LUXURY FOOLS, INC.
-14 LEVY ROAD
ATLANTIC BEACH, FL. 32233
q04-226-1526 / q04-222-1188
OF'014581-igq
SHEET 4 OF 4