425 Summerlin Ave 17-302; INGROUND POOLECEIVE CITY OF SANFORD
JAN 31 2017 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
BY:- I . 0.0
Application No:
d
Docuroeiited-toisirtlicti.6 Value: 10 if IA
l
Job Address: s.... n Historic District: Yes [INo
Parcel iD: -NOCCO - C>S l Residential Q/Commercial
Type of Work: New9 Addition Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person: Title: nnc -e.4,
Email: .-Nniou ,e.4-i aD.
Property Owner Information
w
GCS
Name Phone: 6_+ I
Street:ga& aAt ,Q Resident of property?:
City, State Zip:
Contractor Information
Name [ X[ Phone: ckk- a4t 0cf 4s
Street: S T Fax: IF LQ
City, State Zip: CL - t State License No.: 0_4:r_1q
Name:
Architect/Engineer Information
Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND 'POSTED ON.THE JOB SITE BEFORE WE 1?I;RST INS'PECTiON. if 'YOU 4NTEND TO OBTAIN
FINANCWG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
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 standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
BC 105.3 Shall be inscribed with the date of a pplicaiion and'ifie code in ef'leci as of iiist daie: 5t° Edition (261[4) Riorids building Code
Revised: June 30, 2015 Permit Application
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.
Acceptance of permit is verification that I will notify the owner of the prope(t)t,of.tl}e sequirements.of Florida Lien Law, FS M.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate. a plan. ceview charge and will. ¢e. considered. the estim4te4 construction value of the job at.the time of. submittal.
The actual construction valise will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVT.T:
be done in compliance
Signature
Print
certify that.all.of.the foregoing -informatioa is accurate -and that all work will
all applicable laws regulating constr n and zoning.
Date Signature of Contractor/Agent
CC p
Date
Print Contractor/Agcmt s Name
14 a# -A 0 '-fA r-
Date Signature of No -State of Florida Date
SHAYNE S. MANTEL
1 Notary Public - State of FloridaLLZ9Zi! # uotsslwwoo ; dot y;y; My Comm. Expires Jun 21. 2017L10Z *I Z unr sandx3 'wwoo Ryy-
e aletS Oil 6Jeto - o fission # FF_25277
Owner/Agent is Personally Known o "MMP biZ ent is Personal Tnown to me or Produced
ID Type of ID 139NVW 'S 3NAWHS Prtitlit , : Type of I IT 82f
t C_ o c, 9450.M — 4tx' Mo-S + 4:-:
7C 1300.SLaQ a- 3`7`> BELOW
IS FOR OFFICE USE ONLY PermitsftequkW-. -
13uildingJK -£iectrical-Meohanical-0 fiumbingo Gas{] 'Roofo Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: New
Construction: Electric - # of Amps, of
Stories: Plumbing - #
of Fixtures Fire
Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes D No 0 J
APPROVALS:
ZONING:2- •11'7 UTILITIES: ENGINEERING:
COMMENTS:
FIRE:
lXIMMMl "',
BUILDING:
V_MA .;1l-2a 1j Ok
to install pool and deck as shown on plan, meets area and dimension regulations for the SR- 1AA
zoning district. Rcvised:
June 30, 2015 PerruivApplication.
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: % - 30 A
Documented Construction Value: S
Job Address: If a S S l ,)n ove L / /'r1 ate'— Historic District: Yes No
Parcel ID: Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: Jry e_C_, I
Plan Review Contact Person: Title:
Phone:
Name
Street:
City, State Zip:
Fax: Email:
Property Owner Information
Phone:
Resident of property? :
Contractor Information
Name r-r"M -ec -cif t= Phone: 50
Street: 424 - Fax:
City, State Zip: i_i ol-tJ.(s R ),-4 State License No.: F-C LS0_D aAQa—
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made .to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code
Revised June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such ad water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Ivl,:2" IV, (ail (/-:I—
Signature of Con for/Agent Me
Print ontractor/Agent's Name
Signature of Notary -State of Florida Date
Mk DEBBIE "TON
AAY COMMISSION i f"r 178648
EXPIRES: February 25 2019
0;mJ dThm*WY u"""'--
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use: Flood Zone:
Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
Plumbing - # of Fixtures,
of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
WASTE WATER:
FIRE: BUILDING:
Revised June 30, 2015 Permit Application
THIS INSTRUMENT PREPAREED BY:
Name: EXQUISITE POOL 8 SPA
Address: 1 AV U
ELANO_ FL 32724
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number. Parcel ID Number: 30-19-31-525-0000-0810
The undersigned hereby gives notice that improvement will be made to cenaln real property, and in accordance with
Chapter 713. Florida Statutes, the following Information is provided in this Notico of Commencement.
OF PROPERTY: (Legal description of she property and street address if available)
LOTS 81 + 82 + N 1/2 OF LOT 83 FORT MELLON PB 3 PG 69
GENERAL DESCRIPTION OF IMPROVEMENT:
INGROUND SWIMMING POOL
OWNER INFORMATION:
Name; ROBERT 8, JANELL HESTER
Address: 425 SUMMERLIN AVE, SANFORD FL 32771
Fee Simple Title Holder (H other than owner) Name: N/A
Address: N/A
CONTRACTOR:
Name: EXQUISITE POOL 8 SPA
Address: 1661 RICHLAND AVENUE, DELAND FL 32724
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
Address:
In addition to himself, Owner Designates
To receive a copy of the Liences Notice as Provided in
Section 713.13(1)(b), Florlde Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a
different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNOER CHAPTER 7t% PART 1. SECTION 713.13.
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of jury, i declare that 1 have read the foregoing and that the facts stated in It are true
to On best of my and belle[.
Owners armure 0~8 Pdnfed Name -
flodaa Sl ee 71>t.14(11Wr' 11 e owher awa Sian au seder of eeasnettaemae one o ono ios awyse oem mad to sign In fes or her Mead
State of ' County of itC
The going Instrument was acknowledged before me this day of, -
by . Who Is personally known to me
Name of person magnp
OR who has produced Identification &rMn of Identification produced: Ar'%Pj'C C2-h-
SHAYNE S. MANGEL
Noluy Public - State of Florida
y Comm. Cxpires Jun 21. 2017
Commission k FF 26277
GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL
CLERK'S # 2017008638 BK 8849 Pg 1204; (1pg) E-RECORDED 01/25/2017 08:48:46 AM
10.00
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake. Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: I
I hereby naf
an agent of -
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to:this.a_ppointm;ent.for (check only.one,option)-
The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: -
License. Holder
State License N
Signature of Lic
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was ackno ledged before me this .0' 1 day of_,
2062: , by who is sonally known
to me or o who has produ ed as
identification and who did (did not) tak oat
nature /
SHAYNE S. MANG]
21.,2017
Print or typ e
Notary Public - State o
My Comm. Expires Jun Notary public -State of
Commission # FF 2Commission
No. My
Commission Expires: Rev.
08.12)
389S Britting Dr. Deland, FL 32724
386)2169945 (01110e) 1386 738.1387 (Far)
State License IICPC 14S7932
Swimming Pool Construction/Purchase Contract Exquisite Pool & Spa herein after called the Contractor, agrees to sell and construct for the Buyer (Named Below), a swimming pool and
related equipment and/or services designated in the specifications as outlined in this contract.
Buyer Name:
Mailing Address
City :
VaS s _ 5 "JmIn<r),'.j Av.Q_
NA N-Aftr'eI ZIP 11
Site 5 eclfiwUons
Walls or Fence (Rmvl) V 0
Tree/Stump (Rmv)) 0 5
Concrete (Rmv)) p3 C Sq/Ft
Dirt V v Shuttle .o
Irrigation Pleasel—havvee your irrigot on system lines & zones identified and if necessary cut &
capped away from our access and construction area prior to start.
PoolLpecMlcatlons POOL TYPE: SHAILOW KIZ
Pool Type Width Length Depth 3 I (p
Perimeter i(o Areastairs
Bench Seat S im Out J.o Sj Sun -Shelf o Size y
Interior Finish Color pi vh {O
Pump C r
Filter St:I. C c -e 'r C A f i r we
Chlorinator Inline vAr Ca Salt V Ozone P
In -Floor System Pool Heads , V Head Color Pool Cleaner t_a O
Heating Jj b
Lighting T
Electrical Controllers y r ` N VV^P
Handrail c-, Grobrail O
Main Drains lb 0,aL I Skimmer AEI Returns _ VAC to
Fitting Colors) r
Other
Sp S{ecNications TYPE
Attached Size (Sq/Ft) Raised (in.) Spill -Way
Spa Heating
Therapy lets Qty aftilrer
Lighting Type AKReturns
Other
L Z 777
o pt h lr a lic% t al r),er Address
ADDRESS:
Phone:
Mfg
Mfg
A /
I a rA..) City Other
Phone: Color
Color
Type
0 Acrylic [PdV ^ O1 her G
V rJColorl-1 C'orPattern Ci Size g
Type color 6;—(5 C jtr Size (
Sq/ft) M Footer (Lnot) ns
Area J U Deck — Ln/fT Existing
Patio 0AcrylIc,&JQ4m0 Paver sNn Color If
Pavers) -,Pattern Size r
Pods Qty ) (J nite
Treatment 0001s 0 No Company: fZ Phone Fining
Wall Height Water
Falls _N 0 r
Fall(s) 1 7 0 Ier(
s) rpe
0 Dome Color
gn
Wall
Height 21
0
Other Safety
fence (Ln/Ft) L .' ,
v Lj.
e:.J`CONCRETE: Susceptible to "hairline" cracking -- we will do what we can to ensure cracking is minimized, but can not guarantee cracking will not occur. You may wish to consider pavers in lieu of
concrete if hairline cracking is an issue. Exqusite Pool & Spa is not responsible for repairing any hairline cracking. DRIVEWAY
AGREEMENT: I give Exquisite Pool & Spa (and their subcontractors), permission to use the driveway(s) as deemed necessary if no other suitable access is available to complete required work. Further
re, I understand that Exqusite Pool & Spa (and their subcontractors) shall not be held responsible for any damages to the driveway(s), driveway approach, and/or sidewalks. SURVEY:
As required by the municipality the property owner must obtain a survey to show lot lines and setbacks relative to the footprint of the pool and decking. GAS
HOOK-UP: Buyer agrees that they are responsible for Gas Installation (to include LP tank, Natural Gas Lines, or Fuel Lines) to include final connection to any gas applicance. All
work MUST be completed by a Gas certified/licensed plumber. DWI
SITE PREPARATION: Buyer is responsible for locating, rerouting and/or Rmvl, as required, of underground or overhead utilities such as electrical wires, gas and water lines, septic tanks and drain
fields, sewer lines, telephone and tv cables, sprinkle irrigation systems, tv antennas, wing walls, landscaping or any other item that might be located In the access area, or pool and deck tons
ns area. ACCESS:
If access requires equipment of contractor or his agents to come across any property other than that of the property owned by buyer, buyer does hereby acknowledge that he has or will
secur ritten permission for such access from owner or agent of property to be croseed prior to start of pool construction. Owner shall hold and save harmless the contractor from any liability to own
r ird persons as a result of said access. CHANGES:
Any changes in the contract after its signing must be In writing. Chorges for change order(s) will be due upon start of said change (work). PESTICIDE:
It is the responsibility of the homeowner to arrange treatment of the planned deck area (if required) and to schedule treatment to coincide with the start of deck work. CLEAN-
UP: Upon completion pool/spa, contractor will remove from the job site and access area, all debris resulting from construction, and will grade the area accordingly. Contractor will n
t be responsible for resodding of lawns, seeding of grassed areas, replacement of landscaping, or damage to sidewalks or driveways. 0
POOL/SPA START-UP: Buyer must be available on -site (or his agent) within 48 hours to receive instruction on pool care/chemistry, and other need to know items, and turn over of the pool Start -
Up is deemed to be the point at which the pool /spa Is considered complete LYoa
i C> Pa,j j s oo a N/a (6PA-( ReMA: J e rKS _
o p POOL / SPA PRICE includes Screen Enclosure if applicable and covers oll moterfo/s, equipment and labor to construct the pool/spo as shown on the formol plan design (buyer signed) and
described in the specifications on this contract. 1)
eZ rci to, O O 10% - At time of Contract Signing 4 c , C7420% (less $500) - Upon placement of rough deck. 12)
L I r
Ol» ,
in p 40% - Upon completion of the concrete shell (S) S500.00 When pool is complete at time of Start -Up Note:
If 'Fiberglass'at time of setting the shell 3) .
9 (to. O O 30% - Upon installation of filtration & plumbing BUYER
UNDERSTANDS AND AGREES THAT UNTIL FINAL PAYMENT IS MADE, NO WARRANTIES SHALL BE VALIDATED NOR SERVICE WORK PERFORMED. CONTRACT PRICE IS GOOD FOR 30 DAYS FROM
CONTRACT SIGNING. THIS
IS NOT AN ESTIMATE: Buyer acknowledges reading and receiving a complete legible copy of this CONTRACT (AGREEMENT), including the terms and conditions contained in Sheet One. Buyer
also acknowledges that he has signed and agreed to the placement of swimming pool/spa. This contract contains all the understandings and agreements of the parties and no other agreements either
expressed or implied will be honored. Any changes or modifications of this contract must be in writing and accepted by Exquisite Pool & Spa. This
is a legal binding contract under Florida low. If forany reason the buyer cannot complete the signed contract, Exquisite Pool & Spa is entitled to a fair profit SUBMITTED
ON THIS 0 DAY OF , A 20 . zxzlo_
BUYER'
S SIGNATUR BUYER' G EXQUISITE
POOL & SPA ` v
a4 Sanford Building Deptrtrnevt
Residential Pool Supplemental Page
This document must remain with the approved plans
Notes for Inspector & Contractor
A 15 or 20 amp general purpose branch circuit supplied receptacle is required between 6-20 feet from the inside
wall of the pool, GFCI protected as required. FBCR E4203.1.2
Equipment manufacturer installation instructions are required on site for inspections
All equipment must be secured to a concrete pad
Inspections
It is the contractor's responsibility to schedule the correct procedures in the required order
Inspection Order and Descriptions
Pool Foundation, Pool Plumbing Rough and Electric Light Niche Bonding inspections must be approved prior to applying
concrete to the pool shell.
Main Drain Piping inspection is an open -ditch inspection to inspect all plumbing lines outside of the pool shell and must
be scheduled/approved prior to the deck inspection.
Pool Bonding Grid inspection must be scheduled prior to the deck inspection. This inspection is required for the
equipotential bonding. All components must be exposed.
Deck inspection is required for any footers and deck prep. Deck surface must be flat and free from vegetation and debris,
ready for the installation of the deck.
Safety Act Inspection — window/door alarms and/or any fencing must be installed. Pool cannot be filled prior to this
inspection.
Final Electric and Final Plumbing Inspection — required once all electric/plumbing components are operational
Final Pool Inspection — Pool is ready for use
w tv tv v
MEN
rwtrw.leA0uI1fV001.0on1
Customer Info Gets code
Nano: ROBERTANDJANJLLHESTER
Address: 425 S SUMMERLINAVE
W. SANFORD State: _ Zip: 32771
Phone: 407 487 3ee1
Email: JSPOLSKIMCWOL.COM
Pool Depth Profile
41—....
R 61n. 64.
Site Specifications -Dig Info
Beam Elevation: A11t W Sift: RIGHT
Rump removal: S71YES MQNE OLD CO *ft removal: NO
Errcavetlon Type: !G AND H fare removal: NO
urgatlon: CVr AND CAP
Pool Specifications Est Total Gallons:
Perimeter: 78 Sq Ft 322
size.1S x 28 Depth: 3 TO 8
Main Drains Type: DUAL Main Dreits Color:_
Branch Llne Sloe Think Une:
SkMmer Type: NAY Skkww Une•
Light Nam: QOMM Llplgs TWO COLOR OLOBRFTES
Douala Steel Rehm Line:
Clearer No poor System: NO
Beach Area YES 42SOFT Raoans:
Hutt NO
Spa Specifications Est Total Gallons:
She: NO Sq Ft: NO Perimeter: NO
T.IMs: Blover
Raised Nowhi __—
r," wy
Lwft
Heating
Equipment
Pump ImeEllo VS Ha _
UphUnp TWO LED C
ES
L R
GL SR
Chlorinator AUTO
Filter CC 150
Hester
Heat Pump NO
Ozone YES
12,
ComroisMnW BUILT IN PUMP
Plumbing Tmmk Rations:
AWN and Drain Feature Lines
44 ,r
HOMEOWNER TO INSTALL FENCE TO MEET POOL CODE
REMOVE STUMP OLD STUMP UNDERGROUND
UMBRELLA HOLDER CENTER OF SUNSHELF
TBD
RECORD COPY
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
a*7-(-2-
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE. CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS.
CONSTRUCTION OR VIOLATIONS OF THIS CODE
5"
N
7-302
0J\t 1
SA,N
Project Manager DAVID PROCTOR
Lest Edil Dane
Tile
Step Rber Shaer Fell
Decking Dad r ps: PAVER
TOW DOM Sq Ft 741 Ded Color; OLD TOWN GLACIEF
Hendralb NO POW NO
Copbne Type BULLNO§E BRICK C"" Color BRICK GLACIER
pwirneter: 78 Footer NO
DMM NO Bus Spray YES
Notes'
Color Selections
Tile NOBLE NSDM 638 ETile Grout WH BLUE
Step0
Interior FItWq Color: SIG T GhEI Coping
Color GLACIER Copbv Grout Color Do*
Color. OLD TOWN GLACIER neck PeBem: RANDOM T . krierlor
MBWW: PZBBLE INTERIOR kftd r Color. CNVLEAN BEACF Spftw
Color. No ScteeNFence
Color: NO 1
Screen,
Fence, and Alarms Scrw
By NO Sam S" NO Color --
Eave
He4M Doors EOte
Root NO Fan Been NO Baby
Fence NO Alarms 8 Misc
Options PEBBLE
INTERIOF LED
LIGHT! SUNSHELI
PAVER
DECK BULLNOSE BRIG PAVERTWO '
I
have reviewed and I plve my approval
to proeeed vo the G'
a
this project. euuomn
fare R
pFPAR
4* Concrete
Desk Around iPool , T
mimic
watatete Toe See7s:hemr 011;c
Sihallow End
Depth = 3=0'
Co aefe
Steps
Lower LeR)
S7rbnmer
limTypicalPodPionMainLlrain (Opfiond)
n. t.s
ACTUAL POOL DIMENSIONS VARY
o
Stainless Steel
Ladder Moe io
r---------
BEAprow
I
Underwater Light
MainZoPeSee
Lower Leff)
Moira ft'
ht]
3 =0' Min.
1-6' Min.
T)P-
Suction Late
Maadmum 8 feet/sec
rdocity
AMP
Filter
7
I
I 4' Concrete
L-------- — -- —Poor+ L --- --
Aronnd
Ape
ASME/ANST approved
listed grates with
motchh* moat d'<oet
sumps (t)p 2 each)
shdlow End
1 Depth = 3 =0'
13 .0of 12' O.C. Each
way Walls
d floor VARIES
01
Ili !7 /1 1/ .-i ! 1 Rode
THIS
STRUCTURE IS DESIGNED IN ACCORDANCE WITH AND MEETS THE
REQUIREMENTS OF CHAPTER 42 & 45 OF THE 2014 FLORIDA RESIDENTIAL
BUILDING CODE & NSPI 5, SECTION 403.9 OF THE
2014 FLORIDA BUILDING CODE ENERGY CONSERVATION, 2011
NATIONAL ELECTRIC CODE, AND ALL REVISIONS, ADDENDUMS OR
CHANGES THERETO. THIS
IS NOT A MASTER FILE Poe/
pump Suing Notes Pipe &
pump sizes are to be detem
ined by the attached 7DH
worksheet (completed by applimt)
in accordance with the
site-spedflc vvioble I
prowled I
I
I
I
I I filter
I I
I I
I I
Pump I I
I I
I
I I
I I
Light
Moe
Drain with Relief
Plug or H.
00stotic rRdief
Valve as
Required n.
r.s Ile
N
Marbdite
Plaster -
VFinish
Swenout
if
installed) 1
114-
Cool Deck OVER
PM DECK PAVERS
OP114NAL 1
V
cont
2-
e' Cant
Genera/
Notes I.
All co structkn is to be in conformance with applicable codes of the State of Rondo,
County, local City jumdkl=4 ANSI/IVSR 3, ANS7/HSP/ 5. AN9/NSP/ 6. ANRIAPSP
5, ANS/APSo 7 and ANsr/APSP 15. 2
Ap elecbic work shall comply with section 660, spedfica/ly the equ/potent/al bonding
grid shall comply with section 680.26, of the current NeUma/ E7ectrlc Code NFPA70).
3
Water velodty shall not exceed 8 feet per second for return line and 6 feet per second
for suction line. 4.
Sop conditions are assumed to be adequate to support the pool shell when Sled
and a metenum of 2000 p.sf beorir g pressure, dewatering is requmed when
pool is empty to prevent uplift 5.
8600 moy be hand tamped if not more than 2' outside pod shell at the deck elevation,
otherwise mechankaV compaction of 12' moxunum lilts
to 95X of relative density is required 6.
Pod Rbation Flow Rote may not be greater that the rote needed to tum over Me
pod water volume a 6 hours or 36 gpm, whkhe rer is greater (see IDH woksheet).
7.
Entrgxwt protection for all suction oullets (main drains) shop be installed in accordance
with the requirements of ANSI/APP 7. 4w fkay, of/ submerged ma17
dvins shall be protected with a cover that complies with the most current version
of ASWE/ANS7 A112.19.8. 8
All pod shall comply with 2014 f8C R4501.17, residwbaf swimming barrio requirements
9.
All pool shall comply with 2014 f8C R4501.20.1.3, Alter system equgoment. 10.
PVC pipe to be schedule 40. It
RMforceme t shall be ASIM Grade 40. 12.
Ibis engineering should be accompanied by o Total 0}nomic Head (7DH) Calculation
Worksheet, completed by the contractor. TWko/
Equipment: I.
Surface skimmer (1 per 800 SF of surface area) 2.
Corbidge Filter. a
Pump 4.
Stainless Steel grab rods 5
Steps or swimout with raps 6.
Underwater Lighting (UL Listed) and per NEC BANDING
NOTES (TO COMPLY 107H MAKER 42 01r 7HE f8C-R). I.
EOU/POWAL BANDING OF PERIMETER SURFACI<S WALL BE ACAOUPLIMM
W7H 9 AM BARE COMM CONDUCTOR (MINIMUM) THAT FALLONS
7H£ CON17MIOUS CONTOUR OF 7HE POOLISPA (18 44' FROM INSIDE
WALL) AND CdVNECTS 70 THE POOL/SPA REINFORCING S7M IN 4 ECUIOISTANT
PLACES SAID 0001CTOR SIiALL BE LOCA7ED 4 =6' BELOW 7HE
SUBARADE 2.
If REQUIRED, ALL AROUND RODS SHALL B£ J' COPPER " S7EM 8' IN LENGTH,
AND DRIVEN TO A DEKH OF 28' snow MADE (MINIMUM). AWND
RODS SMALL BE BANLIED USING R ANC BARE COPPER CaVOUCTAR
BY LISTED MEANS PER NEC 250.8 10 7HE BONDING CONDUCTOR.
3
7H£ CAPPER BANLNNG CONDUCTOR SHALL BE BONDED TO 7HE £OUIPMENT AROUND
OF WE PDX/SPA PUMP MOTOR AND ALL 07740? aEC7RICAL COMPOVE117S
ASSOCIA 7ED W7H 7HE POOL AS REOURM SY NEC 680.26 USING
0 ANC BARE CAPPER CONDUCTOR 4.
1H£ CWM BANDING CONDUCTOR SHALL BE BANDED TO ALL METALLIC CAIIPANEN7S
ASSOCIATED 107H 7HE POOL/SPA AREA USING R ANC BARE COPPER
CONDUCTOR. 5.
ALL POOL/SPA UAH17NO NIMES SMALL BE BONDED 1D 774E POOL/SPA RE1NFwaNG
STEEL PER NEC 608,, NHICH lS CANNECIED TO 7HE CApP£R a"
mG CAmACTAQ 6'
lhA* 9
t2' AG aiQ ntteDaniel Johns. P.E. it
Nay ,tS00 p.sl v Prof"*nd nq eers — RE 5 7 L%
3W9
S. Now Rd.. Port Orange. Florldo 32127 ons
C Ion IlDetail FResidentialPool sheet 1 of ,
ANSI/ASP-7 2006 Specifies three methods for determining the maximum system flow rate. The following simplified
TDH calculation is one of the methods specified.
SIMPLIFIED TOTAL DYNAMIC HEAD (TDH) CALCULATION WORKSHEET
DETERMINE MAXIMUM SYSTEM FLOW RATE:
Minimum flow rate required: 35 gpm per skimmer
1. Calculate pool volume: 322 X 4.5 x 7.48 (gal./cubic foot) = 10839
surf. area) (avg. depth) (vol. in gal.)
2. Determined preferred turnover time in hours: X 60 (min/ hr.) _
Hours) (turnover in Min.)
3. Determine max flow rate: / - + -
Vol. in gal.) (turnover min.) (pool flow rate) (feature flow rate) (system flow rate)
4. Spa jets: = gpm per jet = flow rate
No. of jets) (jet flow) (total jet flow rate)
for single pump pool/spa combo, use the higher No. 3 or No. 4 in the following calculations for the pool & spa)
DETERMINE PIPE SIZES:
Branch piping to be 311 in to keep velocity @ 6 fps MAX at 138 gpm Maximum system flow rate.
Trunk piping to be 2 1/2" in to keep velocity a@ 8 fps MAX at 117 gpm Maximum system flow rate.
Return piping to be 2" in to keep velocity @ 10 fps MAX at 103 gpm Maximum system flow rate.
DETERMINE SIMPLIFIED TDH:
1. Distance from pool to pump in feet:
2. Friction loss (in suction pipe) in inch pipe per 1 ft. @ gpm =
3. Friction loss (in return pipe) in inch pipe per 1 ft. @ gpm = _
4.
5.
length of suct. pipe)
x -
ft of head/1 ft. of pipe) (TDH suct. pipe)
X =
length of return pipe) (ft of head/1 ft. of pipe) (TDH return pipe)
SELECTED PUMP AND MAIN DRAIN COVER:
Pump selection Intelliflo 11
pump model and Horsepower)
Main drain cover CMP Dual main Drains
from pipe
TDH CALCULATION OPTIONS
For each pump
Check one.
Simplified Total Dynamic Head (STDH)
Complete STDH worksheet - fill in all
blanks
0 Total Dynamic Head (TDH)
Complete program or other calcs. Fill in
required blanks on worksheet 8 attach
calculations.
I 0 Maximum Flow Capacity
of the new or replacement pump
NOTES:
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 flow as published by
manufacturer.
3. In -floor suction outlet cover/grate must
Conform to most recent edition of
ASME/ANSI Al 12.19.8 and be embossed
with that edition approval.
4. Pump 8 Filter make, model and location
can not change without submitting a
revised plans and TDH worksheet.
from pipe flow/friction loss chart)
See Attached
TDH in piping:
Filter loss in TDH (from filter data sheet):
Heater loss in TDH (from heater data sheet):
Total all other loss:
Total simplified TDH: 43.37 @ MAX RPM
using pump curve for simplified TDH & system flow rate
system flow rate must not exceed approved cover flow rate)
make and model)
Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm.
Determine the number and type of required in -floor suction outlets
0 0 0
0
0 0 0
0
Type of Cover
Dual Main Drains
Multi Main Drains
Channel Drains
2 Suctions outlets @ 150 gpm MAX flow
Suction outlets @ gpm MAX flow
Channel outlets @ gpm w/ ports
TOTAL HEAD IN FEET CONVERSION CHART
Inches Nbrcu acwm Ga
0 2 4 6 8 10 12 14 16 18
0 OA 23 4.5 68 9.0 113 13.6 153 18.1 203
1 23 4.6 68 9.1 21.4 13.6 153 18.1 20A 22.7
2 4.6 69 9.1 11.4 13.7 1S9 18.2 20.4 22.7 25.0
3 6.9 9.2 11.5 13.7 16.0 182 20.5 228 25.0 27.3
4 92 115 13A 16.0 18.3 20S 228 25.1 27.3 29.6
S I1S 138 16.1 183 1 20.6 228 25.1 27.4 29.6 313
6 13.9 16.1 IBA 20.6 22.9 2S2 27.4 29.7 31.9 342
7 162 18A 20.7 23,0 25.2 275 291 32.0 343 36S
8 18.5 20.7 23.0 2S3 27.5 293 32.0 343 36.6 383
9 208 23.1 25.3 274 29.8 32.1 343 36.6 1 389 41.1
10 23.1 2SA 27.6 29S 32.1 34A 36.7 38.9 41.2 43.4
11 25.4 27.7 29.9 322 34.5 36.7 39.0 41.2 435 4S8
12 27.7 30.0 322 34S 36.8 39.0 413 43S 4S8 48.1
13 30A 323 34.5 36A 39.1 413 434 4S9 48.1 SOA
14 32.3 34.6 36.9 39.1 41A 43.6 4S9 482 SOA 52.7
w 1S 34.6 363 39.2 41A 43.7 4S9 48.2 SOS 52.7 55.0
16 37.0 392 41S 43.7 46.0 483 50.$ S28 SS.0 57.3
EV
N
17 393 1 43S 438 46.1 1 48.3 SOA S28 SSA 57.4 59.6
41.6 438 46.1 48.4 50.6 S29 SS.1 S7A 59.7 61S
43A 462 48A 50.7 52.9 552 57.4 59.7 62.0 64246.2L21 48S 50.7 53.0 SS.2 S7S S92 62.0 643 66.548SSO8S3ASS357.6 S98 62.1 643 66.6 68.9
SOS 53.1 SS.3 575 59.9 62.2 64A 66.6 68.9 71.2
23 53.1 SSA 57.7 59.9 62.2 64A 66.7 69.0 71.2 73.5
24 SSA 57.7 60.0 62.2 64.5 1 66.7 69.0 713 73.5 75.8
25 S72 60.0 62.3 64S 66.8 69.1 713 73.6 758 72.1
26 60.1 623 64.6 688 69.1 71A 73.6 75.9 78.1 0.4
27 62A 64.6 663 692 71.4 73.7 75.9 782 80S 2.7
28 64.7 669 692 73S 73.7 76.0 782 80.5 828 85.0
29 67.0 693 71.5 738 76.0 783 80S 828 85.1 73
30 69.3 71.6 738 76.1 78.3 0.6 829 85.1 87A 9.6
31 71.6 1 73S 76.1 78A 0.7 829 8S2 7.4 9.7 92.0
32 73.9 762 78.4 90.7 8.3 8S2 87.5 89.7 92 943
33 762 785 80.7 83.0 85.3 75 898 92.0 943 96.6
34 785 808 83.1 85.3 87.6 893 92.1 94.4 96.6 989
3S 809 83.1 BSA 87A 89.9 922 1 94.0 1 96.7 1 989 1012
Raw and_ftkgo loss erfoo
Schedule 40 PVC pipe
loci . Feet per second
pipe size 6 fps 8 fps 10 fps
1" 16 gWn 0.14' 21 gpm 0.23' 26 1Wn 0.35'
1.5" 37 gpm 0.08' SO gpfn 0.14' 62 oxn 0.21'
2" 62 gpin 0.06' 82 gpm 0.10' 103 Spm 0.16'
2.5" 88 0.05' 117 0.09' 146 0.13'
3" 138 0.04' 191 07' 227 0.10'
4" 234 0.03' 313 05' 1.0T
392 0.07
534 0.02' 712
Job Address: Hester
425 Surnawdin Ave.
Sanford, Florida 32771
Company Name: Exquisite Pool and Spa
1661 Richland Ave.
Deland, FL 32724
License Number: CPC 1457932
SignatCS__,
City Of Sanford
Residential Pool / Spa / Hot* Tub Safety Act Requirement
y
Date t If,(
Property Address 4 a-S SSL r.r•r,r,er U r% y- k
Lot l 4, O Subdivision
t Imeby ackmow:ledge that Wure to equip a new residential. swimming pool with at least -one of the following
pool safety features as required in Section 515.27, Florida Statutes, shall constitute a misdemeanor of the
second de ee, punishable as provided in s. 775.082 or s. 775.083.
The pool must be isolated from access to the home by an enclosure that meets the pool barrier
requirements of s. 515.29;
O The pool must be equipped *with an approved. safety poet cover;
All doors and windows providing direct access from the home to the pool must be equipped with an exit
alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; or
O All doors providing -direct access from -the home to the pool must be -equipped with-a.self-closing,.self-
latching device with a release mechanism placed no lower than 54 inches above the floor.
ae
SccSP
Company Name CAt U C i - ( Address: 1( a l g( l t cni j o i-A 48r
11
Lic e No: S
Signature of Contractor
Printed Nam lContractor
1 FMU'T Ma
I hereby acknowledge that the above referenced contractor has furnished me a document containing the
requirements of Chapter 515, Florida Statutes, and a copy of the publication produced by the department under
s. 515.31 that prw ' fomtion.on drv-Yning;prevention and the:responsibilities ofpool.owaership.
Date:
Printed Name of Owner
C
JAN 3 1 20V
June 2014
O,PENTAIR
TDH CALCULATOR
Pool Information
Flow Rate: 37 GPM Total Piping Lengths:
Suction I -It 0 Ft Inlet Side: 75 Ft
Discharge Side- 60 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
consult your local code) Inlet Piping: 2.445 In
Branch Pipbtg: 6 Fl/Sec Discharge Piping: 2.0521n
Inlet Piping: 8 Ft/Sec
Discharge Pipfrtg: 11 FUSec Piping Head Loss at 37.00 Gal/Min:
not incuding fittings or valves)
Inlet Pipb g: 0.74 Ft
Discharge Piping: 1.38 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate: 37.00 Gal(Min Branch Piping: 1.5 In
Your Head Loss: 5.86 Ft Inlet Piping: 1.5 In
Maximum Flow Rate Discharge Piping: 1.5 In
at Maximum RPM: 93.51 Gal/Min
Ensure the drain cover max flow rating /s not
exceeded.
Head Loss at
Maximum Flow Rate: 43.37 Ft
12.E
10A
0 7.5
SA
2.5
0.0
0
System Head Pressure Curve
I
1
11 - 1560 rymIntel§Fb
Clem System
Desired Operalw Point
10 20 30 40 so 60
Volumetric Flow Rate (GPM)
Selected Components
Components
Name
320 chlorinator 2
2" x 2.5" 3 way valve
2" x 2.5" 2 way valve
Main Drain
Clean and Clear RP
1 inch Return
Skimmer 2"
Piping
Name
90 degree elbow
Tee Through
Check Valve
Pumps
Name
MOM 11
Head Loss at
Quantity 37.00 GaIlMin
1 0.43
2 0.23
2 0.12
1 0.41
1 0.11
4 0.29
1 0.26
Inlet Discharge Head Loss at
Quantity Quantity 37.00 GOMM
10 6 1.73
1 2 0.23
0 1 0.45
Quantity
1
M Pentair trademarks and logos are owned by Pentak, Inc. InteBFloV, InteBComMO EasyTouchf), IntaMuclitk SunTouchl), and Eco SefectTM are
registered trademarks and/or trademarks o/ Planter ftler Pool and Spa, Inc. and/or Is affibled companies in the Unked States and/ or other
countries. Unless expressy noted, names and brands of third parties that may be used in this document are not used to Indicate an a/Biation or
endorsement between the owners of these names and brands and Pentar Water Pool and Spa, Inc. Those names and brands may be tre
trademarks or registered trademarks of those third parties. Because we are continuously improving our products and services, Pentair reserves the
right to change specifications wNiout prbr notice. Pentair is an equal opportunity empbyer.
The Association ofi&APSF"'Pool & Spa Professionals""
I:
ANSYAPSPACC 158 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROJECT NAME:
AND ADDRESS
Hester
CONTRACTOR NAME
AND ADDRESS:
Exquisite Pool and Spa
425 Summerlin Ave. 1661 Richland Ave.
Sanford, Florida 32771 Deland, Florida 32724
OWNER: CONTRACTOR PHONE: (386) 279-0197 DATE: 1/26/2017
ims mtormason sneer was prepares sy 1ne Arzir-u neswenoacmmmmg rusi anu spa crnergy cmcrenry xanuaro .vnung vmmiaee vvie ruav euv, rweti ter. Professionals (APSP).
It is not part of the American National Standard ANSI/APSP/ICC-1Sa 2011 but is included for information only. Contractors should acquire and comply with the
ANSI/APSP/ICC-15a 2011 standard which can be purchased at www.apsp.org. 1. §S.
2.1: Calculated pool volume a. Gallons:
10.839 ; or b. Calculated
Gallons: 322 (sut face oreo) X 4•5 (average depth) X 7.48 (gal/JM3) = 10.839 2. §S.
2.1: Calculated filtration flow rate Pool volume
i 360 or 36gpm whichever is larger) 3. §S.
S.1: Pipe sizing: a. Minimum
suction pipe diameter Enter the
smallest pipe ske from Table 1 with o 6 Jps flow capacity the some or more than item 2.) b. Minimum
suction branch pipe diameter Cokulote. Item
2. 38 (gpm) + Branch Pipes 1 (quontity) a broach flow rote 36 (gpm). Enter
the
smallest pipe size from Table 1 with o 6 fps flow capacity the some or more than the calculated suction branch
flow rote.) c. Minimum
return pipe diameter Enter the
smallest pipe sire from Table 1 with a 8 fps flow capacity the some or more than item 2.) 1. 10.
839 gallons I_ 2. 36
gpm I- 3a. 1.
5 inches 3b. 1.
5 inches 3c. 1.
5 inches d. Minimum
return branch pipe diameter 3d. 1.5 inches Calculate: Item
2. 38 (gpm) + Branch Pipes 1 (quantity) = branchf tow rate 36 (gpm). Enter the
smallest
pipe sire from Table 1 with a 8 fps flow capacity the some or more than the calculated return branch flow
rote.) 4. §5.4.
1: Filter type and size: a. Filter type: (
Cartridge, DE, Sand) b. Minimum filter
area Colculate: item 2.
36 (gPm) + filter factor 0.311 (gp 1f -2)) Filter factors: Cortridge=
0 375, Sand-'S, Diatomaceous Eorth=2 S. §S.4.
2: Backwash valve: Yes, gNot When using o
backwash voles, enter result of item 3c or 2 inches whichever Is larger) Table 1 Pa
4 1 185 1
238 1 374 540 Nan)hSI PM(QL;/p 38 1 83 1 90 1 138 Nomlhal'CaPM 8'
fps 1•R .aces
t 51 1 84 1 119 1 154 1 247 1 317 1 499 720 6. Single -speed
pump selection (when used): S.1.1,
5.3.1: For single -speed pumps with a total horsepower 0.99 or less, find and enter a compliant pump from the Pool Pump Database. a. Pump
model
b. Total horsepower
7. Multi -speed
pump selection (when used): S.3.2.
1: Pools 17,000 gallons or less, select pump • from the database with a Curve -A gpm flaw 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 hove one speed listed that satisfies this requirement. a. Pump model
b. Pump flow
S.3.2.
1, 5.3.2.2: Applicable Curve A or C gpm flow listed In database) 4a. Cartridge 4b.
960 sq.
R. S. 2 inches
Wt*n uud)
6a. 6b. or
73.
Intelliflo
11
7b. 33 gpm —
3/17/15
ANSI/APSP/ICC- 25 Standard Writing Committee form 1 of 2
Ic
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
Component Section Requirements Chec
Heaters
4.4.1.1 Heater has no pilot light
4.4.1.2 Readily accessible on -off switch mounted outside of the heater
4.3.1.3
No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation,
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
Pool systems
5.1.1 Pool filter pump listed in database
5.3.1 Pool filter pump with total horsepower 1.0 or more is multi -speed
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.
a
5.3.4 Single -speed pump controller capable of operating pump during off-peak electric demand.
5.5.2 Pipe before pump has at least 4 diameters of straight pipe.
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.
a
5.6 Directional inlets for mixing pool water. Ell
3/17/15 ANSI/APSP/ICC• 15 Standard Writing Committee Form 2 of 2
4t
VGB
7-3/4" NOVA POOL DRAINS VGB-2008
cur COMPLIANT
CMP 25513-26X, 25513-4XX, 25513-5XX, 25513-6XX, 25515-5XX, 25516-26X IV.,r wds lw t.oc4m~
25516-4XX, 25516-5XX, 25517-5XX, 25539-5XX, 25539-6XX, 25548-5XX ''
ti
r `"'"
b°"
Read and keep these instructions for future reference.
Always plumb and install all suction fittings according to all building codes that apply in your area.
WARNING: The suction fitting and fasteners should be inspected for damage or tampering before each use of the facility. If the fitting/cover breaks, is damaged, or is
missing, shut the system down immediately. Missing, broken, or cracked suction fittings must be replaced before using this facility. Use of the system with damaged,
loose, or missing covers may result in serious injury or death.
WARNING: Never exceed the maximum allowable flow rate stated on the suction fitting. In the event that one suction outlet is completely blocked, the remaining
suction outlet(s) serving that system MUST have a flow rating capable of the full flow of the pump(s) for the specific suction system.
CAUTION: Children should never be left unattended at any time in a swimming pool, spa, or bathtub. Be sure the temperature of the water never exceeds the
manufacturer's recommendations.
The maximum flow rating for this suction fitting with 1.5" plumbing is 118 GPM (Wall) and 140 GPM (Floor). The maximum flow rating for this suction fitting with 2"
plumbing is 118 GPM (Wall) and 150 GPM (Floor). This suction fitting is
designed for installation on side wall or floor of hot tubs or pools in conjunc-
tion with at least one other suction fitting per pump. DO NOT adapt suction
fitting to any pipe size smaller than ASTM 1.5" SCH 40 PVC. Field built sumps
should be constructed per ANSI/APSP-16 Figure 2 (see below) found on page
5 of the Standard. Contact your local pool and spa professional for all
wipterizing instructions and recommendations. Open area of cover is 14.57
in .
Tools Needed: Phillips Head Screwdriver
INSTALLATION INSTRUCTIONS
1. Install sump provided or construct sump per
ANSI/APSP-16 Figure 2 (see below)
2. If mounting frame is provided, secure it in concrete or plaster.
3. Use mounting screws to secure cover to frame or sump.
IIsoaftU77. 0
O
to o•Mrr&wswot006
OI btirarwF w MYr
a •trrlwlrl.Jt+brrartawwaxrSONAM
uo.+L a—
OeiL
40
HEAD LOSS
PAX 101 )
20
0
FLOW (GPM) 70 100 130 160
Amirt may voy-this date hp vA*drareknacoo*..
INSTALLATION NOTES:
1. Mount suction outlets on the wall or floor. DO NOT locate suction outlets on
seating areas or on backrests for seating areas.
2. Always use multiple suction outlets. DO NOT use with single drain applications.
Use with single drain applications will void any and all warranties.
3. When using two or more suction fittings on a common suction line, suctions must be separated by a minimum of 3 It or they must be located on two different
planes (i.e. one on floor and one on the wall).
4. To reduce the risk of drowning from hair and body entrapment, install suction fittings with a marked flow rate in gallons per minute that exceeds the flow rate of
your system by at least 25%. Increasing size of the pump may increase flow rate of suction beyond rated safety limits causing entrapment or death.
S. CMP drain covers are only certified for use with CMP sumps and frames. Do not mismatch with parts from other manufacturers.
REPLACEMENT PARTS
Replace within 7 installed years or immediately upon evidence of degradation or damage.
x- indicates color using digits 0-9. see catalog for color reference
25513-26X 25513-4XX 25513-5XX
Sump 25513-250-010 Sump 2SS13-300-010 Sump 25513-010-010
Plug 2SS13-250-020 Plug 25513-300-020 Plug 25520-050-010
Cover 25539-7XX-011 Cover 25539-7XX-011 Cover 25539-7XX-011
Screw 61004-083-212 Screw 61004-083-212 O-Ring 26100-S80-355
Screw 61004-083-212
25513-6XX 25515-5XX 25S16-26X
Sump 2SS13-110-010 Sump 25SIS-010-010 Sump 2SS16-2S0-010
Plug 2SS20-050-010 Plug 2SS20-040-010 Extension 2S516-000-020
Cover 25539-7XX-011 Cover 25539-7XX-011 Plug 25513-2S0-020
O-Ring 26100-SM35S Ring 2S532-70X-000 Cover 2SS39-7XX-011
Screw 61004-083-212 Gasket 2SS1S-000-011 Screw 61004-083-212
Reducer 25520-020-M
Screw 61051-052-028
25516-4XX 25516-SXX 25517-5XX
Sump 2SS16-300-010 Sump 2SS16-000-010 Sump 25S18-000-010
Extension 2SS16-OW-020 Extension 2SS16-000-020 Cover 2SS39-7XX-011
Plug 2SS13-300-020 Plug 2SS20-050-010 Screw 61050-048-025
Cover 2SS39-7XX-011 Cover 2SS39-7XX-011
Screw 61004-083-212 O-Ring 26100-S80-35S
Screw 61004-083-212
25539-5XX 25539-6XX 25548-SXX
Frame 2SS39.000-020 Frame 25539-100-010 Ring 2SS32-70X-000
Cover 25539-7XX-011 Cover 2SS39-7XX-011 Cover 25539-7XX-011
Screw 61004-083-212 Screw 61054-048-019 Screw 61004-083-212
Hair or body parts blocking the spa or pool suctions may become trapped and held against the suction fitting. Keep hair and clothing a
minimum of 12 inches from all suction fittings and drains at all times. Entrapment against the suction fittings can result in drowning or
other severe injury. Never sit on or lean up against suction fittings.
0713sb CUSTOM MOLDED PRODUCTS 136 HERRING ROAD, NEWNAN, GA 30265 1 WWW.C-M-P.COM
SECTION IV. TECHNICAL DATA
A. Filter Pressure Loss Chart
C. Replacement Parts
B. Flow Rate Table
Residetaial
Majdmurn
Flow Roles
Connner"
rtridge
Row Rridgema*nurnesat
Product 0 a4 /t GPM GPM 8 hmr 8 hma GPM GPH 8 Wr Ohm
180314 5o 50 3.000 18.000 24.000 19 1.140 8,840 9.120
180315 75 75 4.500 27.000 30.000 28 1.000 10.090 13.440
180318 100 100 8.000 36.000 48.000 39 2280 13.880 MM
1=17 150 150 9.000 54,000 72.000 58 3.300 20.180 20.880
100318 1 200 1 150 9,000 1 54,0001 72,000 751 4,500 1 27,000 38.000
1) One GPM per sq. H. shown, recommended now rate for residential is .5 GPM per sq. n.
2) Commercial now rate is a maximum of .375 GPM per sq. n. of filter area.
NOTE Actual system now will depend on plumbing size and other system components.
Item Part Number Description
1 9=9800 High Flow" manual air relief valve
2 190058 Pressure Gauge
3 178553 Lid, 50,100 sq. It. filter
4 178561 Lid, 75,150, 200 sq. ft. lifter
5 59052900 Locking Ring assy.
6 87300400 Body 0-ring
7 59016200 Air Bleed Sods Kit
8 59053500 Center Core, 50 sq. ft. fifter
9 59053600 Center Core, 75 sq. ft. fifter
10 59053700 Center Core, 100 sq. ft. fifter
11 59053800 Center Core,150, 200 sq. ft. fifter
12 R173213 Cartridge Element, 50 sq. ft. fifter
13 R173214 Cartridge Element, 75 sq. ft. fifter
14 R173215 Cartridge Element, 100 sq. ft. fifter
15 R173216 Cartridge Element, ISO sq. ft. fifter
16 R173217 Cartridge Element, 200 sq. ft. fifter
17 178562 Bottom, 50 sq. ft. fifter
18 178554 Bottom, 75 sq. ft. fifter
19 178563 Bottom, 100 sq. ft. fifter
20 178560 Bottom,150, 200 sq. ft. fifter
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
C7
I 1=—WI li O
Rev. D 6-26-09 7 P/N 178556
J
INTELLIFLO° i1
VARIABLE SPEED PUMP (CONT'D)
Dimensions and Performance
90
80
70
60
m
50
0
40
30
20
10
0
0 10 20 30 40 50 60 70 80 90 100 110 120
U.S. Gallons per Minute
142mm )
2.0n
71nnn) 7.8in
199mm
23.4in
594mn
9.9in
253mm)—1
11.8in 9.1in
301mm) (232mm)
SPEED
3450 RPM
3250 RPMt2850RPM
2650 R2550RPM
F — 2650 RPM
0 — 2250 RPM
H — 2050 RPM
1 — 1850 RPM
J — 1725 RPM
K — 1250 RPM
L — 1050 RPM
M — 850 RPM
N — 650 RPM
0 • 650 RPM
See page 520-521 for replacement parts.
BOUNDARY SURVEY
REAL PROPERTY DESCRIPTION"
LOTS' 81, 82 AND THE 'NORTH 74 OF LOT. 83.. FORT MELLON- ACCORDING TO.. THE PLAT THEREOF AS RECORDED IN PLAT
BOOK 3, PAGE 69: OF THE PUBLIC RECORDS OF SE-WiOCE• COUNTY, F. t OMPr'A.
30.0' LOT 80
CAGT \ICI 1 AAI
14J1 S. j 1:0T •'83. `09 ` 1 V WOOD FENCE
FORT MELLON 1•31 W.
I
P.B..3. PG.' 69
A
0.98' S.
I
A
PAIL - 111mu n R91 aW OE WMAIEMi.
B a R' E V- I T 'I O N L E 0 E N D:
COMM - 00NICAMCAtOOHM- MOMIA0111 a .. - tLLVAf=&
P.0.0 - PONT OF 00MYD/W00 P.B. PLAT BOOK A/0' - AIR OONp7IONO Cd.F. - CHAIN LOOT PENCE
P.0 - POINT OF CURVATURE P` PAGE iTP. '- TIMM WF. - WOOD FENCE
P.N.C. - POINT Or KWIC CURVARM
P.C.C. - POINT OF COMPOUND CURVATURE
N.R
RAC.
NON-RAOIK
RADIAL
UX UTL1Y EASOMIT
O.E.. - DRAMA= EASDA W
C t O - OUR9 t CITIFJt
CATV - CABLE TELENSION RISER
P.T. - POINT OF TANHOWY R. RAW$ F.F. - FINSIEO FLOOR IDA - TVAPNONE RISER
P.I. - POINT OF'INTERSECT0/1 L. ARC LENGTH B.S. - BUMING SETBACK TRANS - TRANSFORMER PAD
PERMANENT OONTROL POINT OELTA C.B.S. - Comm am SiRLK:1URE L.P. - LWT PCE
P•.AL - POINT ON MINE
C.B. - CHORD SCARING RAR/ RAD USyPOINT
RIGHT- -IMY
PLAT
M) - 11EAltN1ED
PP. - PO%v P"
M•n - MAR" W O
T.B. - TAIIMT BEARING CO M LINE G - CALC0.ARD SO,R. - SOUME fE[T
SET 1/2" REBAR
5807
6' CONC. BLK
WALL
RFC. 2•" IP NSI .
RM. WNTER METER •
Fit FIRE' NTORANI
NWAIL me Disct. 0
B.M 61DC" UAW
PWT. PAWIENT
F.O. FIDB BOON
M.N. MAN CLIF
HSI%. - NO'SYRyEYOfb
FND FOUND
REC - REODWIm
Ok to install pool and deck as shown on CERnFIED TO_
plan, meets area and dimension regulations I$ED APPROVED PLA NSROSERT ak JANELL NESTER
for the SR-1AA zoning district. wCE
II.O.VMD6R I,NO.A,PPOKFIC t1S:lA=Nl 46•.LAK G..-:. :E=LSL_- - '- ... :.`:--v.,.;..__..-. _- - ." .
LOCATED 0TT1ER THAN SHOW.
4. REARMS ARE BASED ON THE CENTERLINE OF SRAMERLIN AVENUE ASSUMED AS
SURVEYOR'S CERTIFICATE•
BEING N. OOT OO* W. PER PLAT. THIS IS TO CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE
AS, SET FORTH BY WE FLORIDA BOARD OF PROFESSIONAL SURVEYORS
S:
1'
HAVING' cwsU.7m T0E,HATIONAL•.F.LOOD.VW*ANCE P,ROGRAAR FOU.. :WARRERS Ui CFIAP.TERR`'SJ 17; PLORIOJL.AOIAtUSTR1111NE CODE, NAVE"OE1ERl11NED TIiXT'•1HE tSsIB CT PROI i(Y.UES M•2OlVE•• Y; •. . p/T"10 SEC'110N"}'72:027: FLORIOi1!STAIUTES', .••" ' ; • • ':;' • .
NOT A SPECIAL FLOOD AREA PER FIRM PANEL'/ 12117C0070 F. DATED. -
9/28/2007. SEMINOLE. COUNTY, FLORIDA.
CLIENT: R08 SO BEGNIR; P. '
JOB NUMBER: 1!5=109 PROFESSIONAL SURVEYOR' dR 'MAPPER
CARD OIK FX 15-169 FLORIDA. REGISTRATION NUMBER 5807
COMMENTS FIELD DATE OFFICE DA TE
GOLOIVARY STWPMEV )AS 11/19/15' S.R.US 1?/Io'45 • SCOTT'S SURVEYING SERVICES, INC.
LB # 7442
8 S. HWY. 17-92. SUITE 8—A -
DEBARY. FLORIDA
PH. (386) 668-1332 FAX 66877337 '
REQUIRED INSPECTION SEQUENCE
BP# 17-302 Address: 425 Summerlin
BUILDING PERMIT POOL
Min Max Inspection Description
10 20 Pool Foundation
20 Pool Plumbing Rough
30 Main Drain Piping E
40 Pool Deck
50 Child Safety Inspection
60 1000 Plumbing Final iwk
1000 Pool Final Inspection
rI rMiElflmn Max Ins ection Descri tion
Li t Niche Bondin olut
Pool Bonding Grid /1 c
1000 Electric Final
Inspection Description
REVISED: June 2014
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