HomeMy WebLinkAbout337 Appaloosa Ct; 17-2390; SWIMMING POOLEmail: isivii
s
Property Owner Information
Name ?n /s ,,'I v
Street: -7 0 r
x'
City, State Zip: tt, i n)
Phone:
Resident of property? : 5
Contractor Information
Name
ti
Phone:
Street: i 6 3 J' Fax:
r
City, State Zip: De, 1;, F ) State License No.: ii
Name: KEe6
Street: 17 7-
City, St, Zip:
Bonding Company:
Address:
Almighty pools LLC —
CITY OF SANFORD
BUILDING & FIRE PREVENTION1635ndGa1eldACE, FI
32724# AUG - 7 2017 PERMIT APPLICATION pela
BY_()
L-p_plicanon No:l ;
Documented
Construction Value: $ d 1 "07, 9D Job
Address: Parcel
ID: Type
of Work: New M Addition Alteration Repair Description
of Work: C 3 n r, P P,7i , ; - Historic
District: Yes No Residential
5q Commercial Demo
Change of Use Move V
Plan
Review Contact Person:a Title: Owna rz, Phone:
tg' 7 q '1' - -, q 5 a Fax: Architect/
Engineer Information Phone:
376` 6 7 7, Fax:
E-
mail: Mortgage
Lender: ee e Address:
rC,g: De.:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. 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. I certify that no work or installation has commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. ,Li FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Cod h Revised:
June 30, 2015 Permit
Application
Almighty Pools LLC
NOTICE: In addition to the requirements of this permit, there may be additional restrict1d&3&ir4biC3varfi f WeAvemay be
found in the public records of this county, and there may be additional permits required fro n tJle„gffErmi eytal3t it2s,ch as water
management districts, state agencies, or federal agencies. C d U , f Lf
Acceptance of permit is verification that I 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 Signature f C. tractor/Agent Date
Print O er/Agent's Name rww PrinttraJtor/Agent's N e
Signature of Notary-Sta e of Florida Date Signature of Notary -State of Florida Date
woaa>inrag eioN uojj CM-86E(LOv) : 1
s oz `Ga tie
CANDIE MAY CONREY
S3dIdX3 r'+t?.- • ..,., ' MY COMMISSION #FF191545
699t6ljJ# NOISSIWWOO AW EXPIRES January 21, 2019
A3aNO3 "W 3laNVO (aor) 39t-0153 Floridallotaryservice.com
Owner/Age Contractor/Agent is o Me or
Produced ID Type of ID Produced ID --h Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building 19 Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: 1 " UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING: H'l
COMMENTS:
Ok to 14' x 30' (420 square foot) pool and approx. 1,300 square foot paver deck as shown on plan.
Meets area and dimension regulations for the Bakers Crossing PD.
Revised:.June 30, 2015 Permit Application
CITY OF SANFORD
Alm;rhtJ ._
t BUILDING & FIRE PREVENTION
635
PERMIT APPLICATION
N. Ganieie five
Q cad
r1c^ram!. 'mil Application No: I of
Documented Construction Value: $
Job Address: C Historic District: Yes No
Parcel ID: Residential X Commercial
Type of Work: New Q Addition Alteration Repair Demo Change of Use Move
Description of Work: C o 11
Plan Review Contact Person: Tf ex Gf?-o om 5 Title: OwneQ SACkVARCI
Phone: Fax: Email: 4ck !aS-eR5
Property Owner Information
7 M411;com
Name Ai1t? A sm LrS Phone:
Street: -33 7 A joo'bi o o'SA C f Resident of property? : 5A•m2. City,
State Zip: SA n .5Rd r Contractor
Information Name
kyan Jones Z Alm;aPu Pob)5 Phone: 3 t _ 7y0O2 Street: 1E3,-- /
I%. &,aCL IU AUe Fax: 6 _ 136 _ YUO City, State Zip:
De is 3 -Z 7 Z iI State License No.: C Architect/Engineer Information
Name: c6 k
j 4- A55 ( Phone:
Street: ` Z 11
00a p')
2i
Fax: _ City, St, Zip:
T A 3-2) t4 E-mail: Bonding Company: Address:
M,/ 677_
zuy
Mortgage Lender: QO
1 c-Ke---) 1 o04 J S Address: 1050 0oo0->
AP-.D A06 D C-r
an r-F , fv\= KB 2-z-6 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. 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.
I 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: 5th Edition (2014) Florida Building Code Revised: June 30,
2015 Permit Application
Almighty Pools LLC
NOTICE: In addition to the requirements of this permit, there maysliie dditi aMl t4tdrAa#1&cable to this property that may be
found in the public records of this county, and there may be additi6hal permits regulred from gtAer governmental entities such as water
management districts, state agencies, or federal agencies. L j t; j; i i'; 4
Acceptance of permit is verification that I 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
Sbaae-
Print Owner/Agent's Name
Signature of
83-/-7- Date
Date
Signature
f Cgntractor/Agent Date Print
of
Notary -State of Florida// Date r- •
ry ,• LULO se tcovi {'4'" .... * CANDIE MAY CONREY S3aIdX3
pv+o,`e •1 MY COMMISSION #FF191549 64St6t
j# NOlSSIWWpO,W'' ±N
i
EXPIRES
January 21, 2019 A3moo
AVW 31aNVO' Owner/
Age ` Contractor/Agent is t4orl3iao1so
Florlaallotan semcecom to a
or Produced ID
Type of ID Produced ID _ Type of ID L. BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building Electrical Mechanical Plumbing Gas Roof Construction Type:
Total Sq
Ft of Bldg: Occupancy Use:
Min. Occupancy
Load: Flood Zone:
of Stories:
New Construction:
Electric - # of Amps Plumbing - # of Fixtures. Fire Sprinkler
Permit: Yes No # of Heads APPROVALS: ZONING:
ENGINEERING: COMMENTS:
UTILITIES:
FIRE:
Fire
Alarm
Permit: Yes No WASTE WATER:
BUILDING: Revised:
June
30, 2015 Permit Application
08/05/2017 11:14 3867851503 FREEDOM ELECTRIC PAGE 01/02
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: Sj C7
Job Address; r ) t 5 ,1 C+ Historic District: Yes [INo
Parcel ID: o" 6 — Q 00® — I u-1 0 Residential Commercial
Type of Work. New Addition Alteration Repair ,Demo Change of Use Move
Description of Work: _ >rGkM ?_ZZav .Qr ere
Plan Review Contact Person:
Phone: —NIS— Fax:
Property, Owner Information
Name k SWine Phone:
Street: Resident of property? : SLfc
City, State Zip:zsd RT
C n actor In or ayyt io,, n
Name C°a' l,lPhone: f j
1
Street: _ Fax•
City, State Zip: State License No.: U_1
Architect/Engineer Information
Name: Phone:
Street: Tax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: 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 .I3E
RECORDED AND POSTED ON TETI+ JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTA.IN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a pormit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of n. permit and that all work will be performed to sheet standards or 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.
F.BC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: S"' Edition (2014) FloridaBuilding Code Revised; .
tune 30.2015 Permit Applicntion
08/05/2017 11:14 3867851503 FREEDOM ELECTRIC PAGE 02/02
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 .l will notify the owner of the property of the requirements of.Florida..Lien 1,aw, FS 713.
The City of Sanford requires payment of a. plan review 'fee at the time of permit submittal. A copy of the exectited 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 ]CC Valuation Table in e'fl'ect 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.
Si[rnnture of Owncr/Agent Date
Print Owncr/Agent's Nnme
U I _
SI[tnnt of clot/Agent Date
4-1
PrintContmetur/Age is Nth
Signuturc of Noinry-$tstc of F oridl. Date sisnaturc of
Owner/Agent is Personally Known to Me or
Produced l,p Type of 1D
V7
JSSSICA DOUGLAS
j
MY COMMISSION * FF981270
EXPIRES June 25, 2020
0719Be 019I Flat to snm".mm
Contractor/Agent is Personally Known to Me or
Produced 113 Type of 1D
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building l:lectrica.) Meclia,nica.l :Plumbing[] Uas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTIL lrrIES: WASTE WATER:
ENGINEERING: FIRE: l3UI.LD.ING:
COMMENTS:
Revised: ,tune 30, 2bt5 Permit Aprlication
Backyard Masters
1661 Vats Kd Date Invoice #
FL 32720
7/31/2017 7
Bill To
Shane and Melissa Asmus
337 Appaloosa Ct.
Sanford, Fl.
P.O. No. Terms Project
Quantity Description Rate Amount
Backyard Masters will provide approx 14x30 pool, 3' to 6.5' deep with splash pad entry 0.00 0.00
shape to be determined), with Lifetime warranty on gunite shell and underground
plumbing. Pool will have a Quartz interior finish with 6x6 waterline tile in customers
choice from our selection. All equipment (Pump, filter, variable speed pump, salt
system and control board & timer) will be Hayward. I led pool light and bubbler. I
Badu Jet Stream 1I system Approx 1300 sq ft paver deck extended on both ends of
house with a concrete cantilever deck (paver coping available for an extra $2000.00)
Also included is a maintenance kit to include vacuum hose, vacuum head, brush, leaf
net, telescopic pole and test kit. Upon completion, a proper start-up and orientation for
homeowner will be held with a professional from Backyard Masters. Site Work -
allowance for drainage in the rear of the home to the street within all guidelines set by
the county/hoa and the extension of the driveway with existing pavers from both sides
of driveway to match equally to the road.
Exterior Trim & Decks- pergola built from cedar to be approximately 12x20 60,000.00 60,000.00
Misc cedar trim to create planters, step for hot tub, summer kitchen area to house the
blaze gas grill and the Kamado Joe smoker
Pleas see attached list for choice selections and itemization
Construction Draw-7/7/17 5,000.00 5,000.00
Construction Draw-7/27/17 15,000.00 15,000.00
Total $40,000.00
Asmus Pool and Summer Kitchen Itemization
Permit and Engineering -$2400
Layout/dig/steel-$3600
Gunite-$5400
Backfill-$1500
Tile Keys Brown BL1x2 Brown Blend and 1x1 for step tile-$1800
Rough Plumb-$1440
LED w/ Bubbler-$1000
Badu Jet Stream II-$7200
LED Pool light- $1200
Hayward Tri Star Pump/Swim Clear Filter/Pro Logic Salt generator system and
control panel//Aqua Cal SQ 11OR Heat pump/cooler-$5500
Remote w/auto valve-$720
Electric-$3000
Paver deck and coping- (Approx. 1300 sq. ft. Temple Hurst Cappuccino or
Sands4ne pavers with Send&tone Coping to include 2 ft. paver extension on both
sides of driveway) $12000 144Ic%"'
J
Interior Quartz Finish (Sky Blue)-$3000
Misc. parts -$1200
Final Grade-$700
Sod and irrigation replacement included
51,660
Pergola (Approx. 15x20 pergola, misc. cedar and labor to build kitchen and
planters and steps and window/door exchange-$8900
Allowance for Kamado Joe 18"smoker and Blaze grill-BLZ-4-LP 32" 4 burner,
cabinet model number BLZ-DDC-39-R and accessories-$4000
Tota I-$64560
Total Cost to Customer-$60,000
Deposit of $5,000 pd. 7/7/17
Deposit of $15,000 pd. 7/27/17
Remaining Balanc
Backyard Masters:
Shane and Melissa
e
Date:
I v THIS INSTRUMENT PREPARED BY:
Name: -iwm G2 Address:
I NOTICE
OF COMMENCEMENT State
of Florida County
of Seminole Permit
Number: Parcel ID Number: Almighty
Pools LLC 1635
N. 'Garfield Ave Deland,
Fl. 32724 The
undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter
713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION
OF PROPERTY: (Legal description of the property and street address if available) t_
oi /0-7;6HKc,e-s C2os.5NhSE Z, Pi-R-T -r3coV (oZ 4Aa-s J7-GCi GENERAL DESCRIPTION
OF IMPROVEMENT: C, OWNER
INFORMATION:
Name_ 5
hu'z 'D - Address: 33
rL 3-Z -f23 Fee Simple
Title Holder (if other than owner) Name: Address: 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: In
addition
to himself, Owner Designates of To receive
a copy of the Lienoes Notice as Provided in Section 713.
13(1)(b), Florida 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 UNDER CHAPTER 713, PART I, 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 perjury, I declare that I have read the foregoing and that the facts stated in it are true to the
best of my Howled e a belief. 0- Asm
v 5 wner's
Signature Owners Printed Name Florida Statute
713.13(1)(g):'The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' State of
FL' County of The foregoing'
instrument was acknowledged before me this '^ day of r , 2U /
by (
l%
7G ds a- Who is personally known to me Name of
person making stat em W OR who
has produced identification (J type of identification produced: Z 2t UL-iLs •L t C A
N D I E MAYC0NREY f' MY;
COMMISSION #FF191549 i Notary
Signature EXPIRES January21, 2019 407) 398-
0153 FloridallotaryService.come Ifi 1
In frI
0
17.1
0 lit C
rn - I
M 1
1
THIS INST MENUREPARED BY:
Name:=fi l 2 h
Address:
l&LQQ)I5
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number: Parcel ID Number:
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if
dI orVP n
in
11 kt t-• )I
I J
M,
r 11
Lh
fit CdJ
cri fG rrl
s iC,
0 97-90
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l_ i i
GENERAL DESCRIPTION
OF IMPROVEMENT: PQ[gpIA
1 GJI '-
i cn isD
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ac r>a I;ilrrclo v w o td nSfi II 4s.•a 1 O
OWNER
INFORMATION:
a M
1y --1
A C
Name: J
A A A -e. 5 m u 5 u, -c Address: 7
ra jap.: A C-P 51 y) nA 3 2 7-7 i art` Fee Simple
Title Holder (if other than owner) Name: Address: 71
L 0
CONTRACTOR: ./ / 6i/
G1FJ
CJi 15+RLc4t%) Y Name.*_ ,QCkt/
fjfi.71e S Address: I
kl6 d;o Rd De )A/1 A PIA 5 Z 71 C2 rr1 C-. Persons within
the State of Florida Designated by Owner upon whom notice or other documents may be served Ct C
n as
provided
by Section 713.13(1)(b), Florida Statutes. CO -A Name:zr
Address:
G.
G In addition
to himself, Owner Designates of fE, =p
To receive
a copy of the Lienor's Notice as Provided in 1 70 Section 713.
13(1)(b), Florida Statutes. R` f `
Expiration Date
of Notice of Commencement (The expiration date is 1 year from date of recording unless a n'1 different date
is specified) T WARNING TO
OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, 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 perjury, I declare that I have read the foregoing and that the facts stated in it are true to the
best my knoyvledge and lieOvmer f.
f
rgnalure
5k--
VLz
go . / s-VU; S Owners Printed
Name Florida Statute
713.13(1)(g): 'The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of
I County of 5 Jvl ri -Ol e , The foregoiin••g/
instrument was acknowledged before me this day of All20 7 by 5 v Who
is personally known to me Name of person making
slate nt r ]] p r' ) / OR who has produced
identification type of Identification produced: L Z i' Z. - %
1/ - 0 7 — r'4N CANDIE MAY
CONREY j'_ MY COMMISSION #FF191549
EXPIRES January 21. 2019
407) 398.0163 FloridallotaryService.
com
r A ' !
City of Sanford
F D Residential Pool / Spa / Hot Tub Permit Application Checklist
All permit application packages must be complete prior to acceptance. You must check each
box to the left or indicate n/a on this submittal. A complete application package shall include
the following:
complete parcel I.D. number.
Completed and signed Electrical Permit Application.
Completed and signed Plumbing Permit Application (if owner is applicant).
Copy of the contractor's license issued by the State of Florida (if contractor is applicant).
Q A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
9 Certificate of insurance indicating the worker's compensation insurance coverage and naming the City
of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
Completed and signed Owner Builder Statement / Affidavit (if owner is applicant).
l Two (2) sets signed and sealed pool construction plans.
U Two (2) site plans, drawn to scale with accurate measurements. The dimensions of areas shown on site
plan must match dimensions of pool construction plans.
E] Two (2) copies of a completed total dynamic head calculation in accordance with ANSI/APSP 7-06 with
associated equipment specifications to verify compliance with the entrapment protection for suction
outlets provisions of FBCR R4101.6.6. y- -
C] t4''Twa--(2) copies of a completed swimming pool energy efficiency compliance information form meeting
the- requirements of ANSI/APSP-15 as required by the Florida energy Efficiency code section 403.9.
7 Two (2) copies of the manufacturer's installation instructions for all accessories to pool (i.e., pumps,
heaters, lights...).
9 Two (2) completed and signed (by contractor and owner) City of Sanford Residential Pool / Spa / Hot
Tub Safety Act Requirement forms.
CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING:
SITE PLAN
D Lot number
7 Address
Primary building setback lines/envelope
0 A/C unit locations must be indicated
Equipment location
Easements: drainage, utility, etc.
r9 Location of septic systems
PLANS/GENERAL
n Plans to 1/8" scale
Designer information: name, address, registration # on all pages
19] Design criteria: applicable codes and/or standards
b Standards as referenced
Method of compliance for the swimming pool barrier requirement
b Safety glass requirement
Revised.• November 2014 Page I of 3
ELECTRIC
Bonding/grounding to foundation steel
Service location
Panel locations
GFCI (required, location of)
Outdoor receptacles (location of)
Disconnecting means
Li wI c es ig s
MECHANICAL
Equipment location
Anchorage for wind requirements
Clearances at equipment
PLUMBING
Piping Diagram
Plumbing Permit Application if other than pool contractor
INSTALLATION INSTRUCTIONS
Manufacturer product installation instructions (2 copies)
REQUIRED INSPECTION:
1. POOL FOUNDATION INSPECTION
Inspection to be made after excavation, installation of reinforcing steel, and prior to placing of concrete
shell.
2. POOL PLUMBING ROUGH INSPECTION
To be approved prior to placing concrete shell.
Verify piping per plans; inspect anti -entrapment system (if applicable at this stage). All piping to be
inspected shall be under a minimum pressure of 35psi for fifteen minutes.
Piping must be sufficiently exposed to verify code compliance. All fittings required to be exposed.
3. LIGHT NICHE BONDING INSPECTION
Shell Bonding to be approved prior to placing of concrete shell.
Check bonding requirements and clamps for code compliance. Clamps DO NOT require silicone or
other covering.
4. POOL BONDING GRID INSPECTION
To be approved prior to installation of pool deck.
Verify equipotential bond and all applicable connections requiring bonding.
Verify 12" minimum burial depth of conductors to pool equipment.
5. MAIN DRAIN PIPING INSPECTION
Piping shall be complete and run to equipment location. Piping shall be sufficiently exposed to verify
code compliance; all fittings shall be exposed. This is an "open ditch" inspection.
Piping shall be under a minimum pressure of 35psi for fifteen minutes.
Revised: November 2014 Page 2 of 3
6. POOL DECK INSPECTION
All previous inspections shall be approved prior to the pool deck inspection.
Inspector shall verify compaction of soil; verify termite treatment within one foot of structure; and
verify structural components (if applicable).
Deck area shall be completely prepared for application of final deck material.
Contractor shall verify compaction of soil prior to scheduling inspection. If Correction Notice is issued
for compaction of soil, an Engineer registered with the State of Florida shall certify compaction.
7. CHILD SAFETY ACT INSPECTION
Must meet the requirements relating to pool safety features as described in Section 424.2.17.
Verify safety glazing within 60" of waters edge.
Inspection required prior to filling pool.
8. FINAL PLUMBING INSPECTION
Verify all plumbing connections are water tight; verify all covers and finishes of piping are in place; and
verify anti -entrapment installation is complete.
Pool to be fully operational.
9. FINAL ELECTRIC INSPECTION
Verify all bonding and wiring is in accordance with the Code. Bonding of all metal within 60" of pools
edge and all equipment is properly bonded.
Inspection required prior to filling pool.
10. FINAL POOL INSPECTION
All previous inspections shall be completed and approved. All permits issued in relation to the
installation of the pool shall have received their final approved inspection (i.e., solar, gas, etc.).
Pool shall be fully operational; final grading to be completed; and final grade to be mulched, seeded or
sodded to restore original vegetation or plan specifications.
All construction materials and debris shall be removed from jobsite prior to final inspection.
Any damage to the Right -of -Way shall be repaired.
These guidelines were compiled to assist the applicant in preparing a residential pool / spa / hot tub permit
application and may not be complete. The applicant is required to meet all City of Sanford, state, and local
code requirements.
Revised: November 2014 Page 3 of 3
Date
Property Address
Lot Subdivision
City Of Sanford
Building And Fire Prevention
Residential Pool / Spa / Hot Tub
Safety Act Requirement
I hereby acknowledge that failure 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 degree, 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;
The pool must be equipped with an approved safety pool 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
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.
Company Name: Address:
License No:
Phone No.
Signature of Contractor
Printed Name of Contractor
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 provides information on drowning prevention and the responsibilities of pool ownership.
Date:
Signature of Owner
Printed Name of Ownerments.
June 2014
aHRE DEPARTMENT
Application Number: 17-2390
Project Description: Pool - Inground
Job Address: 337 Appaloosa Ct
Building & Fire Prevention Division
PLAN REVIEW COMMENTS
Date: 08/22/2017
Contact Name: Jim Grooms
Contact Email: thebackyardmasters(—gmail.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size. format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or
supplemental information as requested Permit submittals will not be accepted without two copies.
COMMENTS:
1. City of Sanford Residential Pool Safety Act form required to be used for all residential pool permits. Seminole County form
submitted is not acceptable for this jurisdiction. Please provide two (2) copies of a completely filled out and signed Sanford Safety
Act form for review.
FBC 107, Submittal Guidelines
2. All options that will be used are required to be circled or highlighted on the generic pool engineering plans — type of pool
deck/footer to be used, angle of repose/shoring, type of bond beam, ect.
FBC 107
Note to Contractor:
There are multiple windows and a proposed door located less than 60 inches from the pool edge. If the door has glass and/or if the
bottom of the windows are less than 60 inches from finished grade (the pool deck), the windows will require safety glazing per FBCR
R308.4.5. This is being pointed out as a courtesy and will be verified during the inspections.
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
Office meetings with the plans examiner to discuss comments will require an appointment arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Residential Plans Examiner
I-
RECORD COPY
ro-,ols LLC
163E Yield Av(=
F. 32724
REVIEWED POR CODE COMPLIANCE
PLANS EXAMINEH
17
DATE
ij.
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
ING
o
tit
LEGAL DESCRIPTION: LOT 107, BAKERS
CROSSING PHASE 2, ACCORDING TO THE
PLAT THEREOF, RECORDED IN PLAT BOOK
62, PAGES 97-99, OF THE PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA.
r
W- AV —
337 APPALOOSA COURT
SANFORD, FL.
LONG
SURVEYING,
INC.
Long Surveying, Inc.
Specializing in Residential Surveying"
LB No. 7371
1061 S. Sun Dr. Ste. # 1113
Lake Mary. FL 32746
Office 407-330-9717 or 407-330-9716
Fax 407-330-9775
wiiiv.Iongsttl-i'e}-ing. cons
DRAWN BY.. CHECKED BY.-
ROHIT BRETT
CER7IFIED TO.
SHANEASMUS
COMMUNITY NO.-
120294
PANEL SUFFIX. F.LR.M. DATE.,
0070 F 09/28/07
FLOOD ZONE
SURVEY NO. FIELD DATE:
82899 07/11 /17
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LINE TABLE [P]
LINE LENGTH BEARING
L 1 25. 00' N 89'41 '11 ' W
L2 79.62' N 00'00'00- E
L3 220. 00' N 00*00'00' £
L4 25.00" S 89'4111' E
LINE TABLE [M]
LINE LENGTH BEARING
L 1 25. 06, N 89'02 25' W
L2 79.08' N 00'08'38' £
L3 220.04' N 00'00'00' E
L4 25.05' S 89'5922' E
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A.£ ALLEY EASEMENT
B.0 BLOCK CORNER
BLK BLOCK
C.B. CONCRETE BLOCK
C.B.S. CONCRETE BLOCK STRUCTURE
C.M. CONCRETE MONUMENT
CONC. CONCRETE
DEED DD
D.E. DRAINAGE EASEMENT
E.aP. EDGE OF PAVEMENT W
F.C.C. FOUND CROSS CUT CD 3
F.F.E. FINISHED FLOOR ELEVATION
CCFND
ID.
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LAND SURVEYING BUSINESS
LAND SURVEYOR 0
LE. LANDSCAPE EASEMENT 0' M MEASURED yJ _
M.E. MAINTENANCE EASEMENT NNANDDISK QPPLAT
P.E. PEDESTRIAN EASEMENT
DJPC. . POINT OF CURVATURE
t P.CC. POINT OF COMPOUND CURVATURE -• C
P.C.P. PERMANENT CONTROL POINT
P.L PROPERTY LINE
P.O.B. POINT OF BEGINNING
P.O.C. POINT OF COMMENCEMENT
P.O.L. POINT ON LINE
P.R.C. POINT OF REVERSE CURVE
P.R.M. PERMANENT REFERENCE MONUMENT
P.D.A.E. PRIVATE DRAINAGE AND ALLEY EASEMENT
P.T. POINT OF TANGENT
R RADIUS
R/W RIGHT OF WAY
W SIDEWALK
UE. UTILITY EASEMENT
W.F.S. WOOD FRAME STRUCTURE
RIGHT-OF-WAY LINE
rt CENTERLINE
x BARB WiR£ FENCE
WOOD FENCE
CHAIN LINK FENCE
PLASTIC FENCE
BEARINGS SHOWN HEREON ARE BASED UPON
THE CENTERLINE OF APPALOOSA COURT
BEING N 00'00'00" E PER PLAT
NOTES
1) 7his survey is based on the legal description as provided by
the Client
2) 7his Surveyor has not abstracted the land shown hereon for
easements, rights of way or restrictions of record which
may affect the title or use of the land
3) Do not reconstruct property lines from building ties
4) No footing or overhor.gs h-ive been located except as shown
5) No Tmprovemen:s or utilities harm been located except as
shown
6) Not w d w;!,out a signature cnn the cuthenticated
electron^ s.%V or the anginal raisel seal :f a Florida
licensed Survey1f a'd Mtp,'ar
CarUticaticn: I certify that this r rvey was mode under my
direction mC that it melts, Of, minimum !_chr"ical standards
set forth by the Bpa44 of-Prc# mqn, L.md Surveyors andMoppersitChop}:,!( >j10 p Aum;nis'rative Code,
pursuan t,7:.i.bn9..1 z •Orido Stotutes.
No.5910
A sT
OR: ,F'
iQ yq, SURVE E;0.,
LEON L. HAMPTON P.S.M. NO. 5910 J
Q APSPPoo/ The Association of
Spa Professionals°
ANSI/APSPACC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROJECT NAME:
AND ADDRESS
rn//Q CONTRACTOR NAME
AND ADDRESS: fnf
f
OWNER: CONTRACTOR PHO
n
DATE:
N Nm u y .... , „—, „— U11 ,a, ,vv,,,,,,,,,,g ruv, anu "pd energy rmciency tanoara writing lAmmittee of the Association of Pool and Spa
Professionals (APSP). It is not part of the American National Standard ANSI/APSP/ICC-15 2011 but is included for information only. Contractors should acquire and comply
with the ANSI/APSP/ICC-15 2011 standard which can be purchased at www.apsp.org.
1. §5.2.1: Calculated pool volume
a. Gallons: 1 ;or
b. Calculated Gallons: (surface area) X (average depth) X 7.48 (gal/ftA3) _ 0
2. §5.2.1: Calculated maximum filtration flow rate
Pool volume _ 360 or 36gpm whichever is larger)
3. §5.2.2: Auxiliary Pool Load: ZLYes, No?
Enter the highest "auxiliary pool load" to be powered by the swimming pool filtration pump. Do not add auxiliary
pool load flow rates together, only the highest is used.) _
4. Calculated maximum flow rate r-NI I I l ly I I Ly I vvI0 I_L_v
Item 2 or item 3, whichever is larger.) 1635 N . Garfield Ave
S. §5.5.1: Pipe sizing: Deland, FI. 32724
a. Minimum suction pipe diameter
Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the some or more than item 4.)
b. Minimum suction branch pipe diameter
Calculate: Item 4. (gpm) _ Branch Pipes 1 (quantity) = branch flow rate 4 tgpm).
Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the some 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 some or more than Item 4.)
d. Minimum returp branch pipe diameter
Calculate: Item 4.
Ad
gpm) _ Branch Pipes 1 (quantity) = branch flow rate 71 (gpm).
Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the some 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. 4 (gpm) _ filter factor 0.375 )
Filter factors: Cartrid a=0.375 Sjand=15, Diatomaceous Earth=2
7. §5.4.2: Backwash valve: L..J Yes, L"J No?
When using a backwash valve, enter result of item 5c or 2 inches whichever is larger)
Table 1
Nominal GPM @ 6 fps 38 1 63 1 90 138 185 238 374 540
Nominal GPM @ 8 fps 51 84 1 119 184 247 317 499 720
8. Pump selection: Sy 3,M 200 lead 1, rlf
5.3.2.1: Pools 17,000 gallons or less, select pump* from the databas with a Curve -A gpm flow equal to item 1 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 flow listed in database)
1. gallons —
2. 7— gpm —
3. gpm
4. at
gpm —
5a. 1.5 inches
5b. =
r7
inches I —
5c. 1.5 inches
5d.
i
inches
6a. Cartridge
6b. /W sq. ft. —
7. 2.0 inches 11—
8a. c X 132OV- i® ..
8b. gpm _
4/4/12 ANSI/APSP/ICC- 15 Standard Writing Committee Form 1 of 2
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
Component Section Requirements Check
4.4.1.1 Heater has no pilot light
4.4.1.2 Readily accessible on -off switch mounted outside of the heater
Heaters
4.3.1.3I I No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, I Iorforpoolwith60% 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
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
Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary
5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for Q
servicing.
Pool systems 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.
System installed with solar, or setup for the future addition of solar heating equipment by
5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or 0]
built-up connections, or dedicated pipe to and from the pool.
F-5. 5.6 Directional inlets for mixing pool water. .01
Almighty Pools LLC
1635 N. Garfield Ave
Deland, FI. 32724
4/4/12 ANSI/APSP/ICC- 15 Standard 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 the methods specified.
Simplified Total Dynamic Head (TDH) Calculati
A I, ,*-rrhtl/ Ptlnl
rksheet
Determine Maximum System Flow Rate 1635 N . Garfield Ave
Deland, FI. 3272
Minimum Flow Rate Required: 35gpm per skimmer (required: 1 skimmer per 800 s//q ft of surf. area)
1. Calculate Pool Volume 3q 6 X X 7.48 (gal./cubic foot)
Surface Area) (Avg Depth) (Volume in Gallons)
2. Determine preferred Turnover Time in Hours: X 60 (min / hour)
Hours) (T rnover in min)
3. Determine Max Flow Rate / + _
Volu n e in Gallons) (Turver in Min) (Pool Flow Rate) (System Flow Rate) 4.
Spa Jets: .QL—X GPM per jet = flow rate No
of Jets) (Jet Flow) (Total Jet Flow Rate) For
Single Pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & Spa) Determine
Pipe Sizes: Branch
Piping to be-) inch to keep velocity @ 6 fps max. at I41 gpm Maximum System Flow Rate I
LI Suction
Piping to be inch to keep velocity @ 8 fps max. at 4— gpm Maximum System Flow Rate Return
Piping to be inch to keep velocity @ 10 fps max. at LU— gpm Maximum System Flow Rate Determine
Simplified TDH: t.
Distance from pool, to pump in Ft: is 2.
Friction loss (in suction pipe) in 1t inch pipe per 1 t. @ gpm = A (from pipe flow/friction loss chart) 3.
Friction loss (in return pipe) in 110 inch pipe per 1 t. @ gpm = (from pipe flow/friction loss chart) 4.
i 5 X A _ Length
of Suction Pipe) (Ft of head/1 ft of Pipe) (TD Suction Pipe) 5.
X _ Length
of Suction Pipe) (Ft of head/1 ft of Pipe) (TDIrSuction Pipe) Flow
and Friction Loss Per Foot Schedule
40 pvc Pipe) nd
Velocity -WI.
PipeSize6FPSS 10 FPS 1.
5" 0.08' 14' 62 gpm 2V2" pm0.06' 10" 103 gpm 16'2.
5" 3
7gprnpm
0.05' 08' 148 gpm 13'3"
pm 0.04' 07' 227 gpm 30' TDH
in Piping f
v
d Filter
loss in TDH (from filter data sheet) Heater
loss in TDH (from heater data sheet) 10 Total
all other loss Total
Dynamic Head (TDH)111 Selected
Pump and Main Drain Cover: Pump
selection gGON lib I," using pump curve for TDH & System Flow Rate 4(
puPump
model aannd size in HP) Main
Drain Cover2 - '0- (System Flow Rate must not exceed approved cover flow rates) model
and size in HP Notes:
Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine
the Number and Type of Required In -floor Suction Outlets: Check
all that apply) ?7 k
O — 3' — O suction outlets @ V gpm max. flow (see note 2) O
O O suction outlets @ gpm max. flow (see note 3) channel
drain @ gpm w/ ports (see note 4)
1Ail r:,Jhiy Pools LLC
1 635 N. Garfield AveTDHCalculation0dos
For each Pump) nd, FI. 32724
heck one
Simplified Total Dynamic Head (STDH)
Complete STDH Worksheet — Fill in all blanks
Total Dynamic Head (TDH)
Complete Program or other calcs. Fill in
required blanks on worksheet & attach
calculations
Maximum Flow Capacity
of the new or replacement pump
Notes:
1. If a variable speed pump is used, use the max
pump low in calculations
2. For side wall drains, use appropriate side wall
drain flow as published by manufacturer
3. Insert manufacturer's name and approved
maximum flow
4. See installation instructions for number of
ports to be used
5. In -Floor suction outlet cover/grate must
conform to most recent edition of ASME/ANSI
A112.19.8 and be embossed with that edition
approval
6. Pump, Filter and Heater make and model
cannot change, and equipment location cannot
be move closer the pool without submitting a
revised plan and TDH calculation worksheet for
aDDroval
Velocity - Feet Per Second
Pipe Size 6 FPS 8 FPS 10 FPS
1.5" 37 gpm 0.08' 50 gpm 14' 62 gpm 21'
2" 62 gpm 0.06' 82 gpm 10" 103 gpm 16'
2.5" 88 gpm 0.05' 117 gpm 08' 148 gpm 13'
3" 136 gpm 0.04' 181 gpm 07' 227 gpm 10'
4" 234 gpm 0.03' 313 gpm 05' 392 gpm 07'
6" 534 gpm 0.02' 712 gpm 03'
7
TIT,l
Date
ontractors Signature
Print -Name
Certification Number
Telephone Number
ANSI/APSP/ICC Worksheet
Swimming Pool Energy Efficiency Compliance Information
Note: These Requirements Apply ONLY to the Filtration Pump
Maximum Filtration Flow Rate Calcutlations
Pool Water Voumel— O - 360 =mot— gpm = filtration flot o Is
there an Auxiliary load on the filtration pump? Yes_ NOw r
If
so, what is the auxiliary flow rate gpm Maximum
Flow Rate gpm (maximum auxiliary pool loads or the
filtration flow rate, whichever is greater. The
pool filtration flow rate shall not be greater than the rate needed to
turn over the pool water volume in 6 hours or 36 gpm whichever is greater.
This means that for pools of less than 13000 gallons, the pump
shall be sized to have a flow rate of 36 gpm or less. Suction
Pipe size @ 6 fps inch Return
Pipe size @ 8 FPS linch Filter Factors: (
Cartridge .375) or (D.E 2) or (Sand 15) flow rate) (
filter factor) (minimum filter size) Filter Make/
Size /Vt %t/WR A d C 1 Zoa S'jAp 0eq Backwash valve?
Yes No (if yes, must be 2 inch min) Pump Selection
from APSP database on Curve A (less than 17000 gallons) or
C (greater than 17000 g/allons) (circle one) Model SIP
2.6 Z t),5 4/1) 1, Z5 l p Flow
Rate (
low speed) pm @ rpm Flow Rate (
high speed) gpm @rpm (not required if no
auxiliary load on filtration pump Pump Controls
tan ar
i clock / 2 speed time clock or other in front
of pump inlet must be 4 pipe diameters in length.
Must have 18" of straight pipe after the filter for solar. Swimming Pool
Specifications for: Owner: cS
i4r e Address 33 -
7 10 aSij9 n17, City, State,
Zip Sae!!-eol ) /
ri-,hty Pools LLC
Deland, F.'2 r
P
S
Total Head In Feet Conversion Chart
Inches Mercury (Vacuum Gauge)
i; 0 2 4 6 8 10 12 14 16 18
0 0 2.3 4.5 6.8 9 11.3 13.6 15.8 18.1 20.3
1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7
2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25
3 6.9 9.2 11.5 1 13.7 1 16 18.2 20.5 22.8 25 1 27.3
4 9.2 11.5 13.8 16 18.3 20.5 22.8 25.1 27.3 29.6
5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9
6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2
7 16.2 18.4 20.7 23 25.2 27.5 29.7 32 34.3 36.5
8 18.5 20.7 23 25.3 27.5 29.8 32 34.4 36.6 38.8
9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1
10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4
11 25.4 27.7 29.9 32.2 34.5 36.7 39 41.2 43.5 45.8
12 27.7 30 32.2 34.5 36.8 39 41.3 43.5 45.8 48.1
13 30 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4
14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7
15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55
16 37 39.2 41.5 43.7 46 48.3 50.5 52.8 55 57.3
17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6
18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9
19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62 64.2
20 46.2 48.5 50.7 53 55.2 57.5 59.8 62 64.3 66.5
21 48.5 50.8 53 55.3 57.6 59.8 62.1 64.3 66.6 58.9
22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2
23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69 71.2 73.5
24 55.4 57.7 60 62.5 64.5 66.7 69 71.3 73.5 75.8
25 57.8 60 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78
26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4
27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 90.5 82.7
28 64.7 66.9 69.2 71.5 73.7 76 78.2 80.5 82.8 85
29 67 69.3 71.5 73.8 76 78.3 80.5 82.8 85.1 87.3
30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6
31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92
32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92 94.3
33 76.2 78.5 80.7 83 85.3 87.5 89.8 92 94.3 96.6
34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9
35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 1 101.2
NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER
THAN THE CALCULATED TDH.
GAGES TO BE INSTALLED AT THE TIME OF FINAL
INSPECTION FOR VERIFICATION.
Almighty Pools LLC
1635 N. Garfield Ave
4-rllVGB7-3/4" NOVA POOL ®RA Ind, FI. 32724
vGa-Zoos
CMP 25513-26X, 25513-4XX, 25513-5XX, 25513-6XX, 25515-5XX, 25516-26X $ ' COMPLIANT
25516-4XX, 25516-5XX, 25517-5XX, 25539-5XX, 25539-6XX, 25548-5XX ,-tZ4%w4, ' r.ucwaivaonsotrlatsaaml
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 ismissing, 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 remainingsuctionoutlet(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 new be left unattended at any time in a swimming pool, spa, or bathtub. Be sure the temperature of the water never exceeds themanufacturer's recommendations.
The maximum flow rating for this suction fitting with 1.5- plumbing is 118 GPM (Wall) and 140 GPM (Flplumbingis118GPM (Wall) and 150 GPM (Floor). This suction fitting is 40
oor).
designed for installation on side wall or floor of hot tubs or pools in cor11unc- HEAD LOSS
lion with at least one other suction fitting per pump. DO NOT adapt suction (PAX 101 i
fitting to any pipe size smaller than ASTM 1.5- SCH 40 PVC Field bulit sumps 20shouldbeconstructedperANSI/APSP-16 Figure 2 (see below) found on page5oftheStandard. Contact your local pool and spa professional for allwTterizinginstructionsandrecommendations. Open area of cover !s 14.57in . o
FLOW (GPIM 70
Tools Needed: Phillips Head Screwdriver
INSTALLATION INSTRUCTIONS
1. InsPoed or slsump perANSVAPS16Figure2 (s below) 2. If mounting frame is provided, secure it in concrete or plaster. 3. Use mounting screws to secure cover to frame or sump.
some,. °
m"_
r.s°min. omn
L
a0iffiAl.naif5,
P D - I1414e fta do d INp,
IN AI dw-oom shorn an WiMLV' 41.
IJ A broArn cm L_ J indim n sqv wM.emv,aa wmm.
INSTALLATION NOTES:
Dmin. —^
Omla 0MAL,, —
0
The maximum flow rating for this suction fitting with 2-
1.2v 160
nu+lnnW,my-d*dmonPedmder,deww, y,
REPLACEMENT PARTS
Replace within 7 installed years or immedistaly upon evidence of degradation or damage. x- indicates color using digits 0-9, see catalog for color reference
2SS13-26X
Sump 25513-250-010
Plug 25513-250-020
Cover 25539-7XX-011
Screw 61004-083-212
255T3-6)0
Sump 25513-110-010
Plug 25520-050-010
Cover 25539-7XX-011
O-Ring 26100-580-355
Screw 61004-083-212
25516-4XX
Sump 25516-300-010
Extension 2S516-000-020
Plug 25513-300-020
Cover 25539-7XX-011
Screw 61004-083-212
25513-4XX
Sump 25S13-300-010
Plug 25513-300-020
Cover 25539-7XX-011
Screw 61004-083-212
25515-5XX
Sump 25515-010-010
Plug 25520-040-010
Cover 25539-7XX-011
Ring 25532-70X-000
Gasket 25515-000-011
Reducer 25S20-020-000
Screw 61051-052-028
25516-5XX
Sump 25516-000-010
Extension 2S516-000-020
Plug 25520-050-010
Cover 25539-7XX-011
O-Ring 26100-580-355
Screw 61004-083-212
25513-5XX
Sump 25S13-010-010
Plug 25S20-050-010
Cover 25539-7XX-011
D-Ring 26100-580-355
Screw 61004-083-212
255i6-26X
Extension 25516-000-020
Plug 25513-250-020
Cover 25539-7XX-011
Screw 61004-nR;-2ii
2551T 5XX
25518-o00-010
25539-7XX-011
61050-048-025
I. Mount suction outlets on the wall or floor DO NOT locate suction outlets on25539-5XX 25539-6XX 25548-5XX25539-000-020 Frame 25539-100-010 Ring 255-SXXX-000seatingareasoronbackrestsforseatingareas [
Frame
over 25539-7XX-011 Cover 25539-7XX-011 Cover2. Always use multiple suction outlets. DO NOT use with single drain applications. 25539-7XX-o11crew61004-083-212 Screw 61054-048-019 Screw 61004-083-212Usewithsingledrainapplicationswillvoidanyandallwarranties.
3. When using two or more suction fittings on a common suction line. suctions must be separated by a minimum of 3 ft or they must be located on two differentplanes (Le- one on floor and one on the walq.
4. To reduce the risk of drowning from hair and body entrapmen4 install suction fittings with a marked flow rate in gallon:per minute that exceeds the flow rate ofYoursystembyatleast25%. 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. a>a,
11h 0
Hair or body parts blocking the spa or pool suctions may become trapped and held against the suction fitting. Keep hair and clothing aminimumof12inchesfromallsuctionfittingsanddrainsatalltimes. Entrapment against the suction fittings can result in drowning orothersevereinjury. Never sit on or lean up against suction fittings.
onub CUSTOM MOLDED PRODUCTS 136 HERRING ROAD NEWNAN ru :tmrc I tAAAnA,i- a r .
The following products have been tested to ANSI/APSP-16 2011 per Section 1404 of the Virginia
Graeme Baker Pool and Safety Act (VGB-2008) and safety regulations set forth by the CPSC.
These products are manufactured by Custom Molded Products, Inc. in Shanghai, China and
certified by Underwriters Laboratories, Inc., at 2929 E. Imperial Highway, Suite 100, Brea, CA 92821ph: 714-223-3600) or IAPMO R&T Lab at 5001 E. Philadelphia Street, Ontario, CA 91761
ph: 909-472-4100). A copy of the test results may be found at www.ul.com or www.pld.iapmo.org.
25200-2XX (UL)
25201-XXX (UL & IAPMO)
25207-7XX (IAPMO)
25207-8XX (IAPMO)
25215-OXX (UL)
25506-32X-XXX (IAPMO)
25507-OXX-010 (IAPMO)
25507-1XX-010 (IAPMO)
25508-09XL (IAPMO)
25508-12XL (IAPMO)
25508-18XL (IAPMO)
25513-OXX (IAPMO)
25513-1XX fIAPMO)
25513-25X (IAPMO)
25513-26X (IAPMO)
25513-3XX (IAPMO)
25513-4XX (IAPMO)
25513-5XX (IAPMO)
25513-6XX (IAPMO)
25513-7XX (IAPMO)
25513-8XX (IAPMO)
25514-0XX (IAPMO)
25515-OXX (IAPMO)
25515-5XX (IAPMO)
25515-7XX (IAPMO)
25516-OXX (IAPMO)
25516-25X (IAPMO)
25516-26X (IAPMO)
25516-3XX (IAPMO)
25516-4XX (IAPMO)
25516-5XX (IAPMO)
25516-7 CC. IAPMO) .-
2551T _7-5XX (IAPMO,.
25517-7XX (IAPMO)
DATE OF MANUFACTURE:
25519-OXX (IAPMO)
25531LOXX (IAPMO)
25537-OXX (IAPMO)
25539-OXX (IAPMO)
25539-1XX (IAPMO)
25539-5XX (IAPMO)
25539-6XX (IAPMO)
25539-7XX (IAPMO)
25539-7XX-011 (IAPMO)
25539-8XX (IAPMO)
25548-OOX (IAPMO)
25548-5XX (IAPMO)
25548-70X (IAPMO)
Y-1 [c-T-^
h w n /n, nrn nnnry ir--rc 1 ac UCDDIt, Ir` onn n #L oP-1,......
BP# %
REQUIRED INSPECTION SEQUENCE
23g0 Address: 33-7 AWIA 0"
BUILDING PERMIT (POOL
Min Max Inspection Description
10 20 Pool Foundation
20 Pool Plumbing Rough
30 Main Drain Piping
40 Pool Deck
50 Child Safety Inspection
60 1000 Plumbing Final
1000 Pool Final Inspection
I
I
f
i
iELECTRICAL PERMIT .,
Min Max Inspection Description
10 Light Niche Bonding
20 Pool Bonding Grid t
1000 Electric Final
Inspectiqn Description
REVISED: June 2014
r
SPECIFIC PIPE SIZING, TOTAL DYNAMIG HEAD
CALCULATIONS AND EQUIPMENT SPECIFICATIONS
AND DOCUMENTATION ARE TO BE PROVIDED BY THE
POOL CONTRACTOR FOR EACH PROJECT. THE POOL
CONTRACTOR MUST USE THE MAXIMUM FLOW CAPACITY
OF THE SELECTED PUMP AND PROVIDE HYDRAUL I C
CALCULATIONS FOR TDH TO DETERMINE PROPER
PUMP AND PIPING SIZING. THE MANUFACTURER'S
EQUIPMENT SPECIFICATIONS AND OTHER DOCUMENTATION
FOR PUMPS, FILTERS, HEATER EQUIPMENT AND MAIN
DRAINS AND COVERS ARE TO BE SUBMITTED FOR
REVIEW AND DOCUMENTATION FOR SIZING THE
CIRCULATION SYSTEM.
RECIRCULATION
CHLORINATC
POOL
FILTER
LOW
PROFILE
JUNCTION
BOXY
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 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 LINE
2-03 BARS-
CONT. IN
8"X8" BOND
BEAM
POOL SHELL 5000 P51 PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
IN VERTICAL WALLS (TYP)
6'-8" IN COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE SU55ITlUTED
FOR 5000 PSI CONCRETE
RETURN LINE
TYPICAL 5WIMMINO POOL
I'-C " VARIES
4.0' SWIM
MIN. OUT rTC X6k3 BARS GRADE 40,12" O.G.
ERAMIC TILE
VERTICAL AND
HORIZONTAL (TYP)
WATER-INE
1/2" MARGITE
FINISH
o°^ uVO ' MAIN DRAIN W/ RELIEF PLUG OR 2"
0000 °°'O HYDROSTATIC RELIEF VALVE, IF REQ'D.
o ° °*pO ROGKBEDDEEPENDFLOORAND
WALL REINFORCEMENT
TO SLOPE BREAK-
03 BAR ® 12" ON CENTER, EACH WAY < 1.O' DEEP
03 BAR ® 6" ON CENTER, EACH WAY > 1.0' DEEP AND OVER.
SECTION
WATER LINE
DECK OVER
aa 111I II POUR OR
BRICK COPING
BAR CONT.
G" OF WATER IN 5" THICK BOND
LINE TILES BEAM
ALTERNATE BEAM
FIN15P DETAIL
GENERAL NOTE5,
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 THICKNESS (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.
1. POOL ALARMS DO NOT NEED TO BE HARDWIRED
S. 501L CONDITIONS AT POOL LOCATION ARE ASSUMED
TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING.
q. 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.
11. ALL POOL SUCTION INLETS SHALL BE 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. AI12.Iq, SM, "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 2014
FLORIDA BUILDING CODE 5TH EDITION.
13. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF
THE 2014 FLORIDA BUILDING CODE 5T44 EDITION.
14. POOL CONSTRUCTION WILL MEET 2011 NATIONAL ELECTRIC
CODE. SEE 680.26 (5)(2)(b) FOR PERIMETER BONDING
USING AT LEAST ONE() 08 AHG BARE SOLID COPPER
n CONDUCTOR.
15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH
OF 8'-0" 03 REBAR 12" O.C.B.H. OVER 8'-0";
SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT
A PART OF THIS DRAWING SPECIFICATIONS. NALL
THICKNESS SHALL PROVIDE CODE COVER OVER
REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN
HILL BE REQUIRED.
16. RESIDENTIAL POOLS SHALL COMPLY WITH THE
AN51/AP5P/IGG-5 2011 FOR RESIDENTIAL INGROUND POOLS,
AN5I/AP5P/IGG-3 2014 FOR PERMANENTLY INSTALLED
RESIDENTIAL SPAS, AND AN51/AP5P/IGG-1 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE STANDARDS.
AND AN5I/AP5P/IGG-15A 2013 STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY
Il. DO NOT USE OR OPERATE POOL IF THE SUCTION
FITTING 15 MISSING, BROKEN, OR LOOSE.
18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC
GLEANING SYSTEM, 15 A VACUUM GLEANER SYSTEM HHIGH
HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS
HI -ITCH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION
INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER
4" THICK CONCRETE DECK
AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER,
H/ FIBER MIX 2500 P51
OR OTHER APPROVED MEANS.
m
03 BARS 12" ON CENTER
EACH WAY (GRADE 40)
POOL SWELL 3000 PSI PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
5"-1" IN VERTICAL WALLS (TYF)
6"-S" IN COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE 5UB51TIUTED
FOR 5000 P51 CONCRETE
COMPACTED SOIL UNDER
CONCRETE DECK
NvT VA ;ID,HITHOUT
FM3 -D'SEAL.
AUG 0 z 2017
PARKE'2 -,'TYN21VHENSERG, P E: 032645
PARKER MYNCNENBERG 4 A5500., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
12q RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118
386) 611-6891 FAX (386) 6-11-2114
TYPICAL
RE51 DENTAL SW/POOL
DESIGN FOR
ALMIGPTY POOLS
12gl BRAMBLEY LANE
DELAND, FLORIDA 32-720
SIHIANE AND MEL I5SA ASMUS
35-7 APPALOOSA COURT
SANFORD, FLORIDA
SHEET I OF 4
RECIRCULATION
CHLORINATO
POOL
FILTER
THERAPY JET
RETURN LINE
TYPICAL 5PA POOL - 2 MAIN DRAINS ON FLOOR
POOL SHELL 5000 P51 CONCRETE
PNEUMATICALLY APPLIED.
6" IN VERTICAL WALLS (TYP)
G" IN COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE SUBSITIUTED
FOR 3000 PSI CONCRETE
1/2" QUARTZ
FINISH
UL APPROVED
UNDERWATER
LIGHT
1EET THE VIRGINIA GRAEME
NO SPA SAFETY ACT.
RAIN MAY BE ON SIDE WALL)
LIGHT
105E
NAL
ON EDGE OF
STEP.
4" THICK CONCRETE
DECK W/ FIBERMIX
3000 P51
WATER
LINE
6"XG" CERAMIC TILE
LOW
VARIES PROFILE
JUNCTION
BOX
i -
COMPACTED SOIL
UNDER CONCETE-
DECK M
MAIN DRAIN
SUCTION LINE
C)Ogoo
O o0 0
MAIN DRAIN W/ RELIEF
PLUG OR 2"
HYDROSTATIC RELIEF
VALVE, IF REQ'D.
SECTION
MIN.
ROCKBED
EXTRA 03 BARS
CONTINUOUS
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.
1-1/2 TIMES THE DIA.
MAIN
MAIN DRAIN
DRAIN
GAP TILE/ BRICK/ OR CANTILEVER WITH
WATERLINE TILE
AGRLYIC FINISH
2-05 REBAR
CONTINUOUS
STEEL
REINFORCED
CONCRETE —
DECK AND TILE DETAIL
NOT V: Ll
I
kM-IOUT'
EHBOSS SEAL. PARIKER
MYNOPENBERG, P.E. #32645 PARKER
MYNOPENBERG 4 A5500. INC PROFESSIONAL
ENGINEERS LANDSCAPE ARGNITECTS 1129
RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118 386)
611-6891 FAX (386) 61-1-2114 TYPICAL
RES
I DENTAL SW/POOL DESIGN
FOR ALMIGPTY
POOLS 129-
7 BRAMBLEY LANE DELAND,
FLORIDA 32720 5HANE
AND MEL 155A A5MU5 33-
7 APPALOOSA COURT SANFORD,
FLORIDA SHEET
2 OF 4
4" DECK 03 BAR AT 12" ON CENTER
BAR TO BE 5 FT LONG
s. `t QN
12" -1
MAX.
TURN DOWN FOOTER DETAIL
1-#3 BAR
BRICK PAVER
CONTINUOUS
POOL DEGK
v
QO
1-03 BAR VERTICALLY
56" ON CENTER r
4 MIN
l
1-#3 BAR B=3/4" X A
CONTINUOUS I 8
PAVER DECK
TURNDOWN DETAIL
BOND BEAM WITH
1 05 BAR OR
CHAIR BLOCK OPTIONAL
3-1/2" TYP
ALL SLABS
FLAT SLOPEMO FOOTING
TYPE I
1) #5 REBAR CONT. OR
2) 03 REBAR CONT. 3) 03 REBAR CONT.
IFTIN6 n
STEEPER
TO
1 FT IN 10>//j/yij\ij/T\//://i
MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
TYPE 2 TYPE 2
l
y 4 BAR AT 12" ON CENTER
04 BAR AT 12" ON CENTER
24"
2 FT RETAINING WALL
RETAINING NALL 5000 PSI PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
ALUMINIUM
2500 PSI GONG. CAP
OR BRICK PAVERS
DOWELS
05 VERT. STEEL 4' O.G
A
TOP FOOTING
X
B
STEMWALL WITH GONG. DECK
BOND BEAM WITI
1 #5 BAR
NOTE:
OR USE CHAIR BLOCK
FOR GONG. DEGK
OPTION
SLAB —FOOTING DETAILS
2500 MIN. GUNITE MAY BE 5U551TIUTE1:)
FOR 3000 P51 CONCRETE
USE GX6 10/10 WWM OR FIBER ME5H
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHORS.
CONCRETE PAVER DECK
F -
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 ENCROAGHED
ON OR THE POOL SHELL
ENCROACHES INTO THE
I TO 1 AREA.
EXISTING STRUCTURE
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL AREAS
STEEL T FORM N/
p STRUCTURAL STEEL
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
12" AWAY FROM 5HORING.
5000 PSI CONCRETE W/ 2-03 REBAR5 THE POOL SHELL WALL SHALL BE —
CONSTRUCTED AT G" TNIGKNE55.
RIBBON FOOTING R T 6" ON CENTER
W/ PAVER DECK BO WAYS INAREAS THAT EXTEND INTO THE
ANGLE OF REPOSE COMPACTED PAVER
05 VERT.
STEEL 4' O.G. B I
r STEMWALL
WITH
PAVERS STRINGER MAY
BE DRIVEN INTO GROUND
MIN. 9" OR OTPERNI5E
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. H A
B G DONEL5 O.C)
TOP FOOTING
O.C)
3'-4"
12" 2'-0" 121 05 48" 5 40" 4' 12"
2'-0" 12" 5 48" 5 40" 4'-8"
12" 2'-6" 12" 05 48" 5 40" 5'-4"
12" 2'-6" 12" 05 48" 5 40" 6' 12"
1 3'-0" 12" 105 48" 5 40" TYF. STEMWALL
DETAILS r ALIG
0
2 2017 3'-G"
MIN. DISTANCE LE55 THAN
I ON 1 45' STRINGER
TO
BE SUPPORTED BY CLEATING TO
SUITABLE ANCHOR DEVICE SUCH
AS A 2" X 4" ATTACHED WITH ANCF40R
NAILS OR TAPGONS TO EXISTING CONCRETE
LANAI OR EXISTING STRUCTURE
OR ITS FOUNDATION. EXISTING STRUCTURE
II=III
III=III=1 --U5E 1/2" PLYWOOD SHEETING III III
III —III OR EQUIVALENT BUILDING III —IIIIII=III MATERIAL TO
RESTRAIN SIDE III111- OFEXCAVATION
BAGKFILL 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
BAGKFILLING EXCAVATION TO
PREVENT UNDERMINING OF
ADJACENT STRUCTURE.
I.
2.
3.
4.
5.
6
POOL BONDING NOTES:
EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A
COPPER CONDUCTOR; MINIMUM 08 AWG BARE SOLID COPPER
CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETER
SURFACE OF THE POOL FROM 18" TO 24" FROM THE INSIDE NALL5
OF THE POOL AND WHICH 15 SECURED WITHIN OR UNDER THE
PERIMETER SURFACE 4" TO 6" BELOW 5UBGRADE. THE PERIMETER
BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHELL
AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE
PERIMETER OF THE POOL.
ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED MEANS
PER NEC 250.8. BONDING GABLES UNDER SLAB SHALL BE PLACED AT THE BOTTOM
OF EXCAVATION.
WHEN REBAR 15 UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND FOOTERS
ADJACENT TO THE POOL (WITHIN 5 FT), THI5 REBAR SHALL BE BONDED USING
08 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250.8
TO THE BONDING CONDUCTOR.
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 q0° RADIUS SHALL BE PERMITTED.
RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS
IF REQUIRED, ALL GROUND ROD5 SHALL BE 5/8" COPPER GLAD STEEL, V LONG
AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE, MINIMUM, AND WHERE
USED SHALL BE BONDED USING 08 AWG BARE SOLID COPPER CONDUCTOR BY LISTED
MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR.
SPECIAL GASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS,
POOLS KITH PERIMETERS OF VARYING (VERTICAL) GRADES, DIMINISHED PERIMETER
SURFACES LIKE EDGE PLANTERS, STOP/RETAINING WALLS, AND ZERO —LOT LINES.
IN THESE GASES, THE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE
KITH NEC 680.26, 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 DETERMINATION OF ITS
APPLICATION OF THE NEC.
LADDER, HANDRAIL,
DIVING BOARD, ETC.
PUMP MOTOR
o
METAL CONDUITS n
OR PIPING 5Y5TEM IL
BOND JUN
NOTE q
TYPICAL
TRANSFORMER
POOL
REINFORCING
STEEL lf:
III o III
NEATER CASE I
JUNCTION BOX
IF USED)
anwin iwir: nnwin inrnv
S. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL REBAR AS
SHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, U51NG A 08 AHG
BARE SOLID COPPER CONDUCTOR. FOR NON—CONDUCTIVE POOL SHELLS, BONDING
AT 4 POINTS SHALL NOT BE REQUIRED.
q. 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 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 HATER LEVEL OF THE POOL USING 08 AWG BARE COPPER WIRE.
11. ALL POOL LIGHTING NICHES SHALL 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.
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.
NOTE I
BOND JUMPER
NOTE 8
MINIMUM 5/8" DIAMETER
COPPER GROUND ROD FROM POOL REBAR OR
TYPICAL DRIVEN UNTIL MAXIMUM BONDING CONDUCTOR
RESISTANCE VALUE OF r\ 25 OHMS 15 REACHED
IF USED) NOTE I
TYPICAL BONDING TYPES
NOTES I, 4, NOT TO SCALE
5AND 8 NOTES:
1.
SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN ACCORDANCE
HITH MANUFACTURERS RECOMMENDATIONS. TYP
I GAL POOL BONDING PLAN NOT
TO SCALE POOL
LIGHT NICHE CONTROL
PANEL(5) TYP
I GAL POOL BONDING SCHEMATIC_ NOT
TO SCALE 50HEMATIC
NOTES: I.
THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SHELLS, PERIMETER SURFACES, METALLIC
COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT, AND
METAL HIRENAY5/CONDUITS SHALL BE IN ACCORDANCE WITH NEG 68026. OR, AS ACCEPTED
BY THE AUTHORITY HAVING JURISDICTION (AHJ). BONDING
Lr=Gr=ND BOND
CONNECTION, PER NEC 250.8 PARALLEL
TAP CONNECTION, PER NEC 250.8 UNDERGROUND
BONDING CONDUCTOR, 08 AHG (MINIMUM) AUG
2 2017 PARKER
MYNGNi NEERG, PP. 032645