HomeMy WebLinkAbout329 Kays Landing Dr 11-108; INGROUND POOL AND DECKJ<60
f- PERMIT ADDRESS, 1 . SUBDIVISION
CONTRACTOR -yo t'onCV -)?b Dt S
ADDRESS `O i1 CiLb_
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
PERMIT# t_ ro, DATE . `• d
PERMIT DESCRIPTION P C
PERMIT VALUATION 338 006
SQUARE FOOTAGE
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RECEIVED
OCT 2010 kJur I ijCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: "-'Q L Documented Construction Value: $ 6W • D)
Job Address: 3oei Ka,,KLI1GI 'Dr, Historic District: Yes N,
Parcel lD: 3 - I q' 30- aD %U Zoning:
Description of Work: n
Plan Review Contact Person:,'2$:'_nh6A )e E
L '-7
Phone: q6 }- e 6-5•_7 e I h Fax: 'W7-
6Zcn,!« Jeck- Title:
erm,4 rn w,,L er E-
mail: h61IA(1 i0001 Se-4, ao (.CDAA_ Property
Owner Information Name
Vacl, 1 6 L1611I4soSt Phone: qb '1- 28f Street:
l r Resident of property?: (. c'rCity,
State Zip: Contractor
Information Name
Phone: Street:
U A -) ' Fax: A01A City,
State Zip: 'ENV__ J l\` State License No,: C .C SIc iSC Architect/
Engineer Information Name:
Phone: L\\ )'l Street:
Fax: D`l S \\ City,
St, Zip: C'X\(y(,\ \ti `, • A A E-mail: Bonding
Company: Mortgage Lender: Address:
Building
Permit - Square.
Footage: No.
of Dwelling Units. - Electrical )
d VQZi S, Q New
Service - No. of AMPS: Address:
PERMIT
INFORMATION Construction
Type: C)C-CA_ No. of Stories: Flood
Zone: Mechanical ® (
Duct layout required for ne-w systems) Plumbing
0 y '1N, \Q .0 New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm 0 No. of heads:
f I
Application is hereby made to obtain d 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.
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.
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.
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 property- of the requirements of Florida
Lien Law, FS 713,
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity Ievels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
D o
Signatur of Owner/Agent Dat
Print Owner/ is Name
Signature of Notary -State of Florida Date
TERRY AY WORLEY
MY COMMISSION # DD978175
w
EXPIRES April 01 2014
1407) 398-0153 FloWallotaryS rvxs.com
Io/, 3/10
Signature ofC;ntract(;r/Agent Date
E7. M v_h1 4)/Ggv Print
Contractor/Agent's Name Yza . -
ri 16113110 Signat&
re of ry-State of Urida Date Owner/
Agent is Personally Known to Me or Produced
ID _F7L. Type of ID bL L_
37-2. -F61->soy,zr- APPROVALSttIONING:
UTILITIES: GINEERING:
2 Z COMMENMVP
2 era AaAte..
Rev
11.08 FIRE:
STEPHANIE
BAUMGARTNER MY
COMMISSION t DO 983166 M*
EXPIRES: April 19, 2014 O:
Bonded Thru Budget Notary Services Contractor/
Agent is Personally Known to Me or Produced
ID Type of ID vo-
Q C5r-k r to a ' WASTE WATER:
BUILDING:a
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CITY OF SI0RD DEC —
82010 PI.
ANNINO AND Dci°PLOPit1ENT I
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BENCH 0
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LINE DUAL
DRAINS n) 10'-
4' NEW 5' EASEMENT WATTAGE
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PLANTER
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SAFETJ FENCE RW (
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BENGN MARK N DECK
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550 S.F. OF I 834
S.F. ACRYLIC COVERED
EXISTINGPATIORPA710
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I ATSOS RESIDENCE
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JOB
NUMBER, 20101-
765 CUSTOMER:
I
AYO 'T®LIA
BLVD
LIMITED POWER OF ATTORNEY
I hereby name and appoint
of HOL.LAND POOLS be my lawful attorney in fact to act for me and apply to:
for an electrical permit for work to be performed at a location described as:
Parcel # J `i— I Ct '-30--520- Q- ' P%L
Section Township Range Lot 107 Block
Subdivision
VLCalis--
Owner of Proerty and Add
And to sign my name and do all things necessary to this appointment.
Brian Keith Miller EC-13001686
Printed name of active Certificate Holder (Master Electrician) State Registration or Certificate Number
A ---
Signature of license'holder
The foregoing instrument was acknowledged before me this day of 2010
by Brian Miller who is personally known to me and who did not take oath.
State of Florida
County of L
a°°RY POa STEPHANIE BAUMGARTNER
MY COMMISSION # DD 983166
EXPIRES: April 19, 2014
OF leOP Bated Thru Budget Notary Se*0
Notary Public, State of Florida
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.
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.
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.
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 property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name Print Contractor/Agent's Name
u
1.rid. i31SignatureofNotarytateofFloridaDateSinatureofNotary -State Date
STEPHANIE BAUMGARTNER
MY COMMISSION # DD 983166
EXPIRES: April 19, 2014
ml
rfa `Oe BmW IM Budget Notary Services
Owner/Agent is Personally Known to Me or Contractor/Agent is "/ Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING:
COMMENTS:
Rev 11.08
FIRE: BUILDING:
August 25, 2010
City of Sanford
Department of Planning &
Development Services
300 North Park Avenue
Sanford, Florida 32771
RE: Variance for Landscape Easement at Kay's Landing, Sanford, Florida
Lot No.: 127
To Whom It May Concern:
Please allow this letter to serve as confirmation that Kay's Landing Homeowner's
Association, Inc. has agreed to abandon five (5) feet of its ten (10) foot landscaping easement
that is located on Lot 127 within the neighborhood Kay's Landing in Sanford, Florida for the
purposes of the home owner to build a pool. The issue of the abandonment of five (5) feet of the
ten (10) foot landscape easement that is owned by Kay's Landing Homeowner's Association,
Inc. within Lot 127 was brought up to the Board Members for approval during its meeting on
August 19, 2010. The Board Members voted in favor of abandoning five (5) feet of its ten (10)
foot easement for Lot 127 to allow the home owners to build a pool within their backyard.
Attached to this correspondence is a copy of the meeting minutes from the Board meeting
that took place on August 19, 2010,-in which the abandonment of the landscape easement was
approved.
Should you have any questions with regard to this issue, please feel free to contact Kent
Taylor at Leland Management at 407-447-9955.
ROBERT BAMBAS
President
Kay's Landing Homeowner's Association
1090 Kensington Park Dr. Altamonte Springs F132714
407-830-5327
CPC-056809
CGC-1507289
Power of Attorney for Holland Pools
Date: 10/13/10
City of Sanford Building Department
Address: 329 Kays Landing Drive
Parcel#: 34-19-30-520-0000-1270
I would like to authorize Angelo Santiago or Angela Lawson -Santiago with KQCD,
Mike Bitner, Judson Hawley, Terry Hart, John Williams, Paul Harrop, or Ed Rinkavage
with Holland Pools to either, sign for, change and or pick up permit applications issued to
E. Michael Holland/Holland Pools until further notice. If you have any questions
regarding this matter please contact me.
Cordially yours,
E. Michael Holland
President
STATE OF FLORIDA
COUNTY OF Seminole
Sworn to and subscribed before me this 13 day of October 2010, by E. Michael Holland (name of
officer/ agent, title). He is personally known to me or has produced (type of
identification) and did/did not take and oath.
Stenhanie Baumeartner
Notary Public Print Name
a `0B STEPHANIE BAUMGARTNER
MY COMMISSION # DO 983166
EXPIRES: April 19, 2014
J
IFOF Fl°\OQ Bonded Thru Budget Notary Services
FA5.4CEL OUAL Dwno
Jowist M; CFA, ASA PROPERTY
APPRAISER
1
1 k SEW
NOLE COUNTY,FL. 1
t101 FIRST Sr ewncwio,
Fr FL32771-1466 402 -61!
r 7506 VALUE SUMMARY
GENERAL VALUES
2011
Working
2010
Certified
Value
Method
Cost/Market CosUMarket Parcel Id:
3419 30 520 00001270 Owner: LIATSOS VACILIOS
Mailing Address: 329
KAYS LANDING DR City,State,2ipCode:
SANFORD FL 32771 Property Address: 329
KAYS LANDING DR SANFORD 32771 Subdivision Name: KAYS
LANDING PHASE 2 Tax District: S1-
SANFORD Exemptions: 00-HOMESTEAD (
2007) Dor: 01-SINGLE
FAMILY N umber of
Buildings 1 1 Depreciated Bldg Value
166,436 167,290 Depreciated EXFT Value
0 0 Land Value (Market)
35,000 35,000 Land Value Ag
0 0 JustiMarket Value 201,
436 202,290 Portability AdJ 0
0 Save Our Homes
AdJ 0 0 Amendment 1 AdJ
0 0 Assessed Value (SOH)
1 $201,4361 202,290 Tax Estimator 2011
TAXABLE VALUE
WORKING ESTIMATE Taxing Authority Assessment
Value Exempt Values Taxable Value County General Fund
201,436 50,000 151,436 Amendment 1 aclustment
is not applicable to school assessment' Schools 201,436 25,000 176,436 City Sanford 201,
436 50,000 151,436 SJWM(Saint Johns
Water Management) 201,436 50,000 151,436 County Bonds 201,
436 50,000 151,436 The taxable values
and taxes are calculated using the current years working values and the prior years approved mllage rates. SALES Deed Date
Book
Page Amount VactImp Qualified 2010 VALUE SUMMARY SPECIAL WARRANTY DEED
1212006 06546 0362 $385,000 Improved Yes 2010 Tax Bill Amount: 3,254 CORRECTIVE DEED 051'
2006 06253 0971 $100 Vacant No 2010 Certified Taxable Value and Taxes SPECIAL WARRANTY DEED
031'2006 06172 0035 $1,077,800 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales
within this Subdivision LAND LEGAL DESCRIPTION
Land Assess Method
Frontage Depth Land Units Unit Price Land Value PLATS: Pick.. LOT 0 0
1.000 35,000.00 $35,000 LOT 127 KAYS LANDING PHASE 2 PS 69 PGS 44 - 44 BUILDING INFORMATION Bid
Num Bid
Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est- Cost New
Building 1
SINGLE
FAMILY 2006 13 1,571 3,912 Sketch 2,969
CB/
STUCCO FINISH $166,436 170,704 Appendage / Sgft OPEN
PORCH FINISHED ! 330 Appendage / Sgft GARAGE
FINISHED / 464 Appendage / Sgft OPEN
PORCH FINISHED / 149 Appendage! Sgft UPPER
STORY FINISHED / 1398 NOTE: Appendage Codes
included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits
NOTE: Assessed
values
shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently
purchased a homesteaded property your next year's property tax will be based on Just/Market value.
Job Number: 20101768
Elevation Pool Specifications
Set Pool Beam At: -4.25 IN Set Tile At: -4. IN Pool ,Area: 361 SF Pool Length:
30 LF
Pool Width: 13 LF
Layout / Dig / Steel
Pool Perimeter:
77 LF
Pool Depths:
3 - TO - 6
Volume:
12151 GallonsDig & Haul Small Machine Bobcat Shuttle
Trees/Stumps: 1
EA
Sod Removal:
1000 SF
Benchmark:
Existing Patio
Main Drain: 1 PR Skimmer: 1 EA Returns: 3 EA
Extra Step: 0 LF Filter: CS 100 Filter Pump:
Jandy Fto-Pro theBeam: 8 inch Bond
Engineering Inline Chlorinator:
Inline Standard
Pool Light:
Std 300 Watt #1
Vac Line: Pressure
Turn Down: 6 by 4 LF
Turn Down: 12 by 36 LF
Ozonator: Clear 03
Turn Down: 18 by 8 LF
Spa Specifications
Turn Down: 24 by 8 LF Accessories: N/A
Water Features and Options
Eng Angle Of Repose
Double Steel)
Length:7
Fla Falls: 2 Ft x 6 In Ext Water Features Pump: N/A
Decking and Tile
Acrylic Deck: 700 SF Acrylic Color: Almond Color Band:
Bombay
Paver Pattern:
N/A
Footer Only:
96.00 LF
Step Tile Color:
AZ606 Cobalt
Acrylic Top Lanai:
330 SF
Tile Color #1:
AZ606 Cobalt
Deco Drains: 46 LF Cantilever: 77 LF
8 6" Raised Beam 10 6" Step Riser 8 12 In Raised
Beam
Coping Color:
BOMBAY
Screen and Interior Finish
Screen Style:
Single Story Dome
Screen Color: Bronze Gutter: 55 LF
Gutter Size: Interior
As Required
Finish:
Krystal Krete - BLUE QUARTZ
Safety Fence:
46 LF
Screen Walls: Screen
96 LF
Roof: 1035 SF Screen Height:
10 FT
Doors: 1 Lanai Insert: 10 LF
Notes
10/12/2010 2:02:35 PM - EQUIPMENT: Jandy Flo Pro 1.0 HP FHMP 1.OHP Jandy CS100 Cartridge Filter Inline Chlor, Ozone
10/12/2010 2:01:40 PM - PIPING: 2" Trunk, 2" Branch, 2" Return
H land Po of s
1090 Kensington Park Drive Altamonte Springs, FL 32714
Phone (407) 830-5327 Fax (407) 830-6404
Sales Rep: Terry Worley
Name: Vacilios Liatsos PBPG: Lot #: 127
Address: 329 Kays Landing Dr Address: 329 Kays Landing Dr
City: Sanford Zip: 32771
Municipality: Unassigned
Subdivision:
Kay's Landing
Phones: Office:
Termite Bond Company: Hudson Pest Control
Cell: 407- 407-399-9891 Fax:
Customer's Signature: Date:
NOT APPROVED
Job Number: 20101768
Elevation Pool Specifications
Set Pool Beam At: -4.25 IN Set Tile At: -4. IN Pool Area: 361 SF Pool Length:
30 LF
Pool Width: 13 LF
Layout / Dig / Steel
Pool Perimeter:
77 LF
Pool Depths:
3 - TO - 6
Volume:
12151 GallonsDigfcHaulSmallMachineBobcatShuttle
Trees/Stumps: 1
EA
Sod Removal:
1000SF
Benchmark:
Existing Patio
Main Drain: 1 PR Skimmer: 1 EA Returns: 3 EA
Extra Step: 0 LF Filter: CS 100 Filter Pump:
Jandy Fla -Pro 1hpBeam: 8 inch Bond
Engineering Inline Chlorinator:
Inline Standard
Pool Light:
Std 300 Watt #1
Vac Line: Pressure
Turn Down: 6 by 4 LF
Ozonator: Clear 03
Turn Down: 12 by 36 LF
Turn Down: 18 by 8 LF
Spa Specifications
Turn Down: 24 by 8 LF Accessories: N/A
Water Features and Options
Eng Angle Of Repose
Double Steel)
Length:7
Fla Falls: 2 Ft x 6 In Ext Water Features Pump: N/A
Decking and Tile
Acrylic Deck: 700 SF Acrylic Color: Almond Color Band:
Bombay
Paver Pattern:
N/A
Footer Only:
96.00 LF
Step Tile Color:
A2606 Cobalt
Acrylic Top Lanai:
330 SF
Tile Color #1:
AZ606 Cobalt
Deco Drains: 46 LF Cantilever: 77 LF
8 6" Raised Beam 10 6" Step Riser 8 12 In Raised
Beam
Coping Color:
BOMBAY
Screen and Interior Finish
Screen Style:
Single Story Dome
Screen Color: Bronze Gutter: 55 LF
Gutter Size: Interior
As Required
Finish:
Krystal Krete - BLUE QUARTZ
Safety Fence:
46 LF
Screen Walls:
96 LF
Screen Roof: 1035 SF Screen Height:
10 FT
Doors: 1 Lanai Insert: 10 LF
Notes
10/12/2010 2:02:35 PM - EQUIPMENT: Jandy Flo Pro 1.0 HP FHMP 1.OHP Jandy CS100 Cartridge Filter Inline Chlor, Ozone
10/12/2010 2:01:40 PM - PIPING: 2" Trunk, 2" Branch, 2" Return
Holland Pools
1090 Kensington Park Drive Altamonte Springs, FL 32714
Phone (407) 830-5327 Fax (407) 830-6404
Sates Rep: Terry Worley
Name: Vacitios Liatsos PBPG: Lot #: 127
Address: 329 Kays Landing Or Address: 329 Kays Landing Or
City: Sanford Zip: 32771
Municipality: Unassigned
Subdivision:
Kay's Landing
Phones: Office:
Termite Bond Company: Hudson Pest Control
Cell: 407- 407-399-9891 Fax:
Customer's Signature: Date:
NOT APPROVED
Page 1 of 1
Hinson, Eileen
From: Hinson, Eileen
Sent: Monday, October 18, 2010 1:03 PM
To: 'hollandpoolsea@gmail.com'
Cc: Moskowitz, Mary
Subject: Building Permit 11-108 for 329 Kays Landing Drive
Ms. Baumgartner:
The Planning Department is in receipt of the permit package for the proposed pool at 329 Kays Landing Drive.
The applicant has had correspondence with the City regarding the allowance of a pool to encroach into an HOA easement if it
were vacated by the HOA. The application package has provided written agreement to abandon the easement; however, please
submit evidence that the easement has been formally vacated.
The required rear enclosure setback is 10 feet. Approval of a variance is also required in order to construct any closer to the rear
property line than 10 feet as proposed.
The fee to apply for a Single Family Variance is $150 and the applications can be located on the City's website at:
http://www.sanfordfl.gov/media/pdf/plan dev/20101005_variance.pdf
In addition, as part of the review for the zoning sign off, this department is responsible for verifying open space requirements are
met. Please submit the following information to assist in the determination of compliance with the open space requirements for
the lot:
The Overall Square Footage of the Lot
The Square Footage of Existing House (Building Footprint)
Square Footage of any existing impervious space/site improvements (driveways, porches, air conditioner pads, walkways, etc)
Square Footage of all proposed improvements including the pool and deck
Please note the minimum requirement for open space (space not encumbered by any improvements) is 50%.
If you have any questions regarding the above, please let me know.
Eileen Hinson — Senior Planner
City of Sanford
Planning and Development Services Department
407.688.5147
10/18/2010
o
r ,
PLANNING AND DEVELOPMENT SERVICES DEPARTMENT
W W W.SAN FORDFL.GOV
December 8, 2010
MAILING ADDRESS Mr. Vacilios LiatsosCITYOFSANFORD
POST OFFICE BOX 1788 329 Kays Landing Drive
SANFORD, FLORIDA32772-1788 Sanford, Florida 32771
PHYSICAL ADDRESS RE: Variance request for 329 Kays LandingDrively
CITY HALL
300 NORTH PARK AVENUE Dear Mr. Liatsos:
SANFORD, FLORIDA32771-1244
On December 1, 2010, the Development Review Team approved your variance
TELEPHONE request to reduce the rear yard setback from ten feet to five feet for an accessory
407.688.5140 structure (pool and enclosure) at 329 Kays Landing Drive subject to the overall
FACSIMILE site meeting the minimum open space requirements of 50%. The Planning
407.688.5141 Department has determined that the drawing submitted by Holland Pools on
December 8th (copy attached) that includes planters meets the open space
CITY COMMISSION requirements.
LINDA KUHN Be on notice that appeals of the above decision may be made to the CityMAYOR
Commission by any person aggrieved or by any officer, board or agency of the
ARTWOODRUFF City including the City Commission within thirty (30) calendar days of the
DISTRICT 1
approval. Accordingly, it is advised to withhold all activities on the property
DR. VELMA H. WILLIAMS associated with this approval until the 31 st day past the date noted above.
DISTRICT 2
RANDYJONES If you have any questions regarding this matter, please do not hesitate to call me
DISTRICT3 at 407.688.5142.
PATTY MAHANY
DISTRICT4 Respectfully,
CITY OF SANFORD
INTERIM CITY MANAGER
TOM GEORGE
Russ ibson, AICP
Director of Planning and Development Services
Attachment: Drawing dated December 8, 2010
Cc: Building Department
Variance File
T:\Development Review\11-DRT Agenda-CoverMemos\Legal Ads & Letters\201 0\3 29 Kays Landing Dr.Variance.doc
JOB ADDRESS , > lii "D t lyL ti-.%L t to LOT BLOCK PB L, PG
ADDRESS A Ply S ; 1 V L COUNTY
ram.._.
CITY F_L_ ZIPCODE S2-- T 1
HOME PHONE
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SUBDIVISION !u1t IrS w Ai 1+ P1AS ` GATE CODE
CELL PHONE "[^ 1 " ,"u " ' CA I
BUSINESS PHONE EMAIL
POOL SIZE `
e(
DEPTH ar ( ` SURFACE AREA (SQ. FT.) PERIMETER
GENERAL SERVICES BY HOLLAND POOLS
1. Standard structural engineering and specifications.
2. Swimming pool construction permits as required by municipality codes.
3. Initial start-up service, instructions and maintenance manual. I have read
4. Clean-up pool construction debris during construction. and understand the
5. Workers Comp and Liability Insurance included. General SeryWes.
6. State and federal taxes included. INITIAL
7. Non -corrosive plumbing throughout.
8. Pressure test all plumbing.
9. Electrical hook-up including permit, time clock, junction box, transformer, bonding and switches for motor and light.
BUYER RESPONSIBILITIES
1. Approve pool elevation, verify location of property lines and provide current survey.
2. Additional costs of rerouting the overhead or underground utilities when required.
3. Additional costs incurred due to subsurface conditions including excessive ground water, poor soils, muck, rocks, tree stumps, buried structures and soil with
inadequate bearing capacity soil up to 3 yards of rock included. I have read
4. Additional costs of electrical panel change or addition of sub panel if required by local code or if existing service is inadequate. and understand the
5. Provide water source for immediate filling of pool after plaster and brush plaster, as instructed. Buyer Reponsibilites.
6. Provide fencing to meet municipality codes.
7. Provide pool maintenance after completion. INITIAL
8. Provide gutters if a screen is not added. 1 74-
9. Use of credit card for payment of more than one draw will incur a 3% charge.
10. Non -sufficient fund checks will result in a $50 fee. The NSF check and fee must be paid immediately in the form of a cashier's check or money order.
11. Required landscaping and/or sodding for final inspection. Final deck coat to be applied after sod installation.
NOTICE TO OWNER I have read and under -
A. Do not sign this home improvement contract in blank. stand Notice to Owner.
B. You are entitled to a copy of the contract at the time you sign. Keep it to protect your legal rights.
C. This home improvement contract may contain a mortgage or otherwise create a lien on your property that could be foreclosed on if you do not pay. Be sure you understand all provision of the
contract before you sign.
D. NOTICE OF RIGHT TO RESCIND. Pursuant to Section 520.72, Florida Statutes, you have the right to rescind this contract. To exercise this right you must give notice in writing of your INITIAL
decision to rescind to Holland Pools & Spas Inc. by either certified mail or registered mail on or before midnight of the third business day following the execution of this contract.
ACCEPTANCE OF PROPOSAL AND ACKNOWLEDGMENT OF RECEIPT OF COPY OF THE CONTRACT
The above price, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work specified. It is understood and agreed that this proposal becomes a binding I accept proposal and
contract upon (1) execution hereof by owner, (2) expiration of the right to rescind period set forth above and (3) approval of this contract by an officer of Holland Pools & Spas Inc. Owner waives acknowledge receipt of
notification of approval of this contract by Holland Pools & Spas Inc. This contract incorporates and includes all Terms and Conditions as expressed following my or our signatures on the front side hereof.
Payment will be made to the Contractor as outlined above. To induce Holland Pools & Spas Inc. To enter into this contract. I guarantee the payment of any corporate, joint venture, or partnership account
Contract.
and agree to be individually responsible for payment of said account and this contract. This contract contains no completion date and no liquidated damage or early completion award clauses (this provision
ma,y not be deleted from this contract or otherwise modified without express written approval by an officer of Holland Pools & Spas Inc.). I HEREBY ACKNOWLEDGE RECEIPT OF A COPY OF THIS INITIA
CONTRACT AND STATE THAT I HAVE READ THE ENTIRETY OF THIS CONTRACT AND UNDERSTAND ALL PROVISIONS, TERMS AND CONDITIONS THEREOF.
ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES),
THOSE WHO !WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A
RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR
A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLI-
ERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT. THIS MEANS
IF A LIEN IS FILED, YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERI-
ALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR SUB -CONTRACTOR MAY HAVE FAILED TO -PAY.
TO PROTECT YOURSELF YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS
MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM
ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER". FLORIDA'S CON-
STRUCTION LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
PAYMENT TERMS
Contractor proposes to furnish labor and materials complete in accordance with the foregoing specifications for the sum of $ - a with
payments to be made ,flows: Deposit $ +' % Dig $r 11 2.2 % Shell
OC> % Deck Form $ j2 J' „ _!5 2% Walk Through Prior to Interior Finish $
OWNER "I 1_
l /
J HOLLAND POOLS & SPAS, INC. Acceptance
Owner Signature:
Co -Owner Signature:_
Date: \ C - P-)
Signature:
Date:
Office / White CODV Accountine / Yellow CODV Buyer / Pink CoDv
HOMEOWNER PROPOSAL FOR H, Ian Fo- Is PAGE 2 OF 3
SITE SPECIFICATIONS
1. Remove from pool site prior to day of excavation: V
Access Walls or Fence Removed by Buyer_X_ Contractor
Access Walls or Fence Reinstalled by Buyer X Contractor
Screen Removed by Buyer Contractor
Screen Reinstalled by Buyer Contractor
Capping Irrigation Completed by Buyer_ Contractor
Re -connect Irrigation Completed by Buyer_c Contractor
2. Standard Equipment Excavation Yes
i
No X Width_
Limited Access Equipment Yes_x No Width
Dig and Drop Yes Now_
Dig and Haul Yes X No
Bobcat Shuttle Yeses No
3. Access Left Right Rear. IC
Access Letter Required Yeses No
4. Remove from pool site on day of excavation only:
Stumps Quantity____ Removed by Buyer Contractor_
Concrete Sq. Ft. 0 Removed by Buyer Contractor -
Other Removed by Buyer Contractor ..
5. Septic Yes No Initial
6. Other site specifications
POOL SPECIFICATIONS
1. Filter Cartridge DE Other
2. Pump Single Speed_YC Dual Speed Other
3. Chlorinator Inline'9 Salt Generator Ozone_
4. Provide return lines (filtered water) Quantity_
5. In -Floor system Pool heads Spa heads Color -
6. Pressure pool cleaner Yes -. Now Type
7. Pool Heater Propane - Natural Electric Size -
8. Solar Size r Quantity
9. Underwater Light Standard Color LED Quantity
Additional Light Yes No A
10. Extra Bench Area Length Depth
11. Pool Interior Finish Quartz Pebble
Color Q ).L P 1-2.----
12. 40 " PVC Hand Rail Yes No-)S- Color
13. SunshelfArea Sq. Ft.
14. Beach Entry Yes No_)_ Total Sq. Ft. Above 2'
15. Deep End Over S' Yes k No Depth_ ?
16. Periscope Bubbler Yes No
17. Other pool specifications
TILE SPECIFICATIONS
1. Standard Waterline Tile: ^ 7l-
First Selection Az rer C om ,-r
Second Selection
6" Raised Beam Ln. Ft.
12 " Raised Beam Ln. Ft.
18 " Raised Beam - Ln. Ft.
Raised Beam - Ln. Ft.
2. Step the 10
3. Mosaics
4. Other tile specifications
NOTES
DECK SPECIFICATIONS
Initi
Deck Acrylic Paver - Color Iq;dn6gaq iTG, k,
Paver Pattern Paver Size -
2. Coping Type(jA.LrTj LjE'4 -1r',Repeat Paver Yes No
3. Install J<' Sq. Ft. Decking
4. Footers Ci(,f;, Ln. Ft. Acrylic Footer Ln. Ft.
5. Deck-O-Drain Ln. Ft.
Area Drains Yes No A Quantity
6. Top Existing Patio 33 Sq. Ft.
Acrylic ColAZZWZ7 Paver Color Paver Pattern
7. Step Risers Size (yyp
i` _Ln. Ft.
Size Tit 4 c Ln. Ft.
Size Ln. Ft.
8. Turn Down Size LP,- + $ LF Ln. Ft.
a " 3(o LF
9. Door Pads Yes No Quantity ire T
10. Termite Bond Co. Buyers Holland's Choice
I I.Other deck specification P SI L
SPA SPECIFICATIONS
nit.
1. Loung a Yes No
2. Deep End Yes No
3. Size Sq. F . Dam wall length Ln t.
4. Raised In.
5. Pre plumb Yes No
6. Spillway Type Size
7. Spa Heater Propane Natur Electric Size_
8. Install Hydro Therapy Jets ntity
9. Install Air Blower Yes No ze
10. Underwater Light andard Color LED Quantity
11. Periscope Bubb l Yes No
12. 26" PVC d Rail Yes No Color
13. Cont r System Wireless Remote 60 Minute Timer.
14. Other spa specifications
SCREEN SPECIFICATIONS/SAFETY FEATURES
Initi
1. Remove Lanai Inserts Yes No X
Replace Lanai Inserts Yes No ''
Remove Old Pan Roof Yes No X
2. Screen Frame Color
3. Doors Quantity_
4. Roof Type A>--- Er>
5. Screen Wall Height Q
6. Gutter TypeP 4
Size Length
7. Gutter to extend to end of house Yes Now
8. Downspouts Quantity:2
9. Aluminum Roof - Sq. Ft.
10. Carry Beam Size
11. Safety Fence -}' Ln. Ft.
12. Door and Window Alarms Quantity__'-'
13. Other screen specifications
WATER FEATURES/OTHER OPTIONS initia
1. Rock Water Falls Size - Rock Color
2. Water Fall TypeL . Size Quantity
Type Size - Quantity
Type Size Quantity
3. Water Feature Type - Size Quantity .-
Type - Size Quantity
Type ^- Size Quantity
4. Deck Jets Yes No Quantity
5. Weeping Wall Height X Length
6. Extra Pump Yes Now Quantity
7. Deep End Swim Out Yes No kZ Ln. Ft
8. Other specifications
OWNER'S SIGNATURE
DATE Q - fO-- /0
Office / White C'nnv Accounting / Yellow Conv Beaver / Pink Conv
1CCLCCL./IBI CONSULTANTS, INC.
AUTHORIZATION #LB5610 ONFICCECL
IBI
ENGINEERS
2200 PARK CENTRAL BLVD. N.'
SURVEYORS PLANNERS
SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200
POMPANO BEACH ORLANDO TAMPA JUPITER IBI
A DIKS/DM OF 7HE IN OMP WWW.CCL—poMpANO.COM WWW.CCI.—ORLAVDO.COM A VAiWW OF 7//E /m DA01/P
ENGLERAY' S LANDING PHASE 2 N
F""OREN 51"
NARONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE
uYC/ Y
COMMUNITY NUMBER 120294
PANEL NUMBER 12117C0040E NORTHEAST v4 OF srcnoN 34, 70101SH/P igSOUTH, RANG£ 30 EAST, SEMINOLE COUNTY FLORIDA, MAP REVISION 0511711995 FLOOD ZONE X BEING S
00'14'40"
E, AN ASSUMED MERIDIAN. ELEVATIONS DERIVED BY SITE BENCH
MARKS SUPPLIED BY THE PLATTING SURVEYOR.
LRC R N D R=
RADIUS L- ARC A=
CENTRASTANCE AL
ANGLE O
INDICATES 58-((IRO))
N ROD SET WITH NUMBER OTHERWISE NOTED L.B. LICENSEDP
A/C = AIR CONDITIONER SLAB
L.8 BUSINESSLESS N811 SET
NAIL AND DISC
L.B. 5610 SCENTERLINE E. = DRAINAGE EASEMENT L.
M.E. LAKE PC =
POINT OF CURVATURE PCC
POINT OF CTOMPOUND CURVATURE
MAINTENANCE EASEMENT. U.E. aUTILITYEASEMENT
P! POINT OF IN ERSECTION
PRC = POINT OF REVERSE CURVATURE
F.F. = FINISH FLOOR FHYD, FIRE HYDRANT CATV. = CABLE
TV L.P. =
LIGHT POLE W.
M. -WATER METER W.
V. m WATER VALVE
ELEC = ELECTRIC SERVICE PT POINT
OF TANGENCY LOCATION
SKETCH " EXISTING ELEVATION NOT TO SCALE)
SCAL& V = 30' Ld O
NAD [ om NAD /
a. -4P' KAYS LANDING DRIVEfl..zxJ6 V (50' RIGHT—OF—WAY
Amu
T PAUFUFNT h 1/
1) r 4
7,
R L_l/ I : - LEGAL DESCRIPTION.
h P.C. /
2_5_"_
W
18.70'
I CERRRED 7i7-
VAOLIOS LIA7SOS & •SHANNON
L/ATSOS
ENGLE HOMES/ORLANDO, ING UNIVERSAL
LAND TTTLE1nRST AMERICAN 777LE
INSURANCE COMPANY PREFERRED HOME MORTGAGE COMPANY Lot
127, Kays Landing, Phase
2, according to the Plot thereof, as recorded in Plat Book 69, at Page 43-44, of
the Public Records, Seminole County, Fior/da. NOTES. I. UNLESS IT BEARS
THE
SIGNATURE AND THE ORIGINAL RAISED 3. PLAT AND RECORDED DIMENSIONS ARE THE SAME (-Q SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER THIS AS MEASURED UNLESS OTHERWISE NOTED. DRAWING, SKETCH, PLAT OR MAP
IS FOR INFORMARONAL 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY `— PURPOSES ONLY AND IS NOTVAUD. ADDIRONS OR DELETIONS CCL CONSULTAN7.% ING FOR EASEMENTS AND OR RIGHTS - TO SURVEY MAPS OR REPORTSBYOTHERTHANTHESIGNINGOF -WAY OF RECORD. PARTY OR F THE isPROHIBITEDWITHOUT
WRITTEN 5.
LOCARaVS ARE UMI%ED
TO WSIBLE IMPROVEMENTS ONLY. v CONSENT OF THE SIGNING PARTYFNDA17O6. THIS SUP_
i!fY DOE'S NOT REF2ECT OR DETERMINE OWNERSHIP. 2. 17E5 ARC 71 7HfABOVEGROUNDFOUNOA770NOFBUILDING. 7. 7HIS SURVEY EXCEEDS .THF.
MINIMUM CLOSURE ACCURACY W 6 REVISIONS: DATE: BY: FOR A
S+BIJ,4BAAP;
IRVEY-AS R£OUIRED IN 61G17-6.003 D. z OAF•-cel. A: 41NIMUM -M-
6-VICAL STANDARDS PLOT PLAN 4/4/06
JAM FOUNDATION LOCATION 06/02/06
8GH Z FINAL 8/31/06 JAMAtIDW. HERR P.L.S. ADDED CERTS 12/11/06
JAM PROFESSIONAL SURVE,4,0R and MAPPER #4907 STATE OF FLORIDA DATE OF SURVEY DRAWN CHECKED
FIELD gr 704109 8/31/06 .. _ ,,
i'BYDSBBOOK
ACCE55 15 FROM
5TREET BEHIND
HOUSE - DOM47
DRAINAGE Dljj
12 — — 4, —8' —4 — --
P DOWN FOOTER
W +12"
12'BENCH 561
M L.F. 4" SHEER DESCENT
STEP TILE--\*
E) TYPICAL
mo
QUARTZ
501
O
1 10,
1
10,
44 &,
0 0'.
Ill. — 75
ACRYLIC 550 S.F. OF
654 S.F.7 - ACRYLIC
TINS PAT IO PECK
OVER tEXISoPATIO
LEGEND2'
QUICK
rAWAPE I) PROPERTY LINE
Q G)
DUAL DRAINS
NEW 5'
EA5EMENT WATTAGE LIGHT
RETURN (2)
SKIMMER 0
TILE
INSERT (
4) 71 OZONAT0
OR smPUMP (
STANVARP) (
U CHILD SAFETY
FENCE YARD AC<
Z:55 1111LBENCH
MARK
ELECTRIC, PANEL
6) VIHLEN RD
KAYS LA r Zi JOB
NUMBER;
20101768 LIAT505
CUSTOMER'
LAYOUT /
SON
TRI C,,TION V-41
SWIMMING POOL CONSTRUCTION WHEN
4 DISTANCE FROM EXISTING STRUCTURE TO (D)FFICE4F,,-,—.—P0-0 WATER LINE IS LESS THAN I ON I + I
ADDITIONAL CONSTRUCTION PROCEDURES WILL BE NECESSARY TO INSURE
COMPATIBILITY BETWEEN THE SWIMMING POOL SHELL AND AN EXISTING
ADJACENT STRUCTURE WHEN THE SWIMMING POOL WILL BE CONSTRUCTED
SO THAT THE DISTANCE FROM THE -EXISTING ADJACENT STRUCTURE IS LESS
THAN A DISTANCE OF ONE FOOT HORIZONTILLY FOR EACH FOOT OF VERTICAL
POOL DEPTH AS MEASURED FROM THE POOLS GREATESY DEPTH AT A POINT
PERPENDICULAR TO THE POOL WALL AT ITS CLOSEST POINT TO THE
EXISTING STRUCTURE PLUS 1 FOOT.
THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE
THAN 6 INCHES ON CENTER IN BOTH DIRECTIONS IN THIS CRITICAL AREA.
ALSO THE POOL SHELL WALL WILL BE CONSTRUCTED AT 6 INCH THICKNESS.
THIS STEEL MAT AND SHELL WALL SHALL EXTEND ALONG THE CRITICAL AREA
AND TO A POINT WHICH IS GREATER THAN THE MINIMUM REQUIRED DISTANCE
AS DETERMINED BY THE 1 ON 1 1 METHOD.
THE INSTALLATION OF THE STEEL MAT AND THE THICKENED SHELL WALL
MUST CONFORM WITH ANSI NATIONAL STANDARD-5 FOR RESIDENTIAL
INGROUND SWIMMING POOLS AND ANSUNSPI NATIONAL STANDARD-3 FOR
PERMANENTLY INSTALLED RESIDENTIAL SPAS AND FLORIDA BUILDING CODE 2007-
BUILDING AND FLORIDA BUILDING CODE 2007-RESIDENTIAL TOGETHER WITH 2O09
REVISIONS. ALL OTHER CONSTRUCTION SPECIFICATIONS OUTLINED ON THE
CONTRACTOR'S MASTER CONSI-RUCTION SPECIFICATION DRAWING FILED WITH
THE BUILDING DEPARTMENT WILL REMAIN IN EFFECT.
DISTANCE
LESS THAN
1 ON 1 + 1 EXISTING
STRUCTURE
Y
A 3 BARS AT 8" O.C.
EACH WAY -
13 2010
TO AVOID DEROGATION OF THE
ADJACENT EXISTING STRUCTURE,
CARE SHOULD BE EXERCISED WHICH
SHOULD INCLUDE SHORING OF THE
ADJACENT PORTION OF THE
EXCAVATION BY THE CONTRACTOR TO
PREVENT UNDERMINING OF THE
EXISTING FOUNDATION IF CONDITIONS
AT THE TIME OF EXCAVATION DICTATE
SUCH ACTION BE TAKEN.
GORDON H.'SHEPARDSON, P.E., P.A.
FL P.E. NO 19333
672 N. SEMORAN BLVD. SUITE 204
ORLANDO' FL. 32807
PHONE: (407) 27521099
FAX: (407) 275-1015
IIQLlan Pools
Amd Aimed6.m im Swam
1090 Kensington Park Dr (407) 830-5327
Altamonte Springs FL 32714 CP00056809
FOR:
Vacilios Liatsos
329 Kays Landing Dr
Sanford FL 32771
01D IF ALTERED
SEMINOLE COUNTY
FLORIDA'S NATURAL CHOICE
U LL__-,L, a,&-r1___r
Residential Swimming Pool,
Spa and Hot Tub Safety Act
Notice of Requirements
I (We) acknowledge that a pew swimming pool, spa or hot tub will be constructed or
installed at 3d9 W. r, —,and hereby affirm that one of
the following method will be u d to meet the requirements of Florida Statute in
Chapter 515.
The pool will be isolated from access to the home by an enclosure that
meets the pool barrier requirements of Florida Statute 515.29;
The pool will be equipped with an approved safety pool cover that
complies with ASTM F1346-91 (Standard Performance Specifications for
Safety covers for Swimming Pools, Spas, and Hot Tubs);
All doors and windows providing direct access from the home too the
pool will be equipped with an exit alarm that has a minimum sound
pressure rating of 85 decibels at 1 0 feet;
All doors providing direct access from the home to the pool will be
equipped with self -closing, self -latching, devises with release
mechanisms placed no lower that 54" above the floor or deck;
I (We) understand that not having one of the above installed at the time of final
inspection, or when the pool is completed for contract purposes, will constitute a
violation of Chapter 515, F.S. and will be considered as committing a misdemeanor
of the second degree, punishable by fines up to $500 and/or up to 60 days in jail as
established in Chapter 775, F.S.
Contractor's Na -& Date `
1
y'tP1fl U J1 ((-rig
GENERAL NOTES
1. For pooi plan, size, deck, and special details, see Contractor's Pool Plan.
2. Pool Walls shall be 5' thick and Floors shall be 6' thick and shall be pneumatically
applied Concrete with a Compressive Strength of 3,000 psi in 28 days. Concrete
Decks shall be 2,500 psi. Concrete construction will conform to ACI Standard 318.
3. All Pool construction shall comply with Florida Budding Code Building 2007 and
Florida Building Code Residential 2007, together with 2009 Revisions, ANSI/NSP
National Standard-5 for Residential Inground Swimming Pools, ANSI/NSP National
Standard-3 for Permanently Installed Residential Spas, ANSI/APSP-7 American
National Standard for Suction Entrapment Avoidance In Swimming Pools, Wading
Pools, Spas, Hot Tubs and Catch Basins and the Latest Adapted National Electric
Code (NEC).
4. All Pool Piping to be Schedule 40 PVC, bearing the mark of NSF Approval unless
otherwise noted.
5. All Reinforcing Steel to conform to ASTM 615, Grade 40. Reinforcing shall be #3
bars at 12' on center in each direction, w/ 15' lap joints in walls and floors up
to 6'. Over 6' use #3 bars at 6' on center in each direction in the areas over
6'.
If Concrete is cast against Bare Earth without a Separation Barrier, the minimum
cover shall be 3 With a Barrier (Steettex) between Concrete and Earth, the
minimum cover shall be
6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to be
bonded to the Pool Reinforcing Steel with #8 AWG Copper Wire. The #8 Copper
Wire to be run internally and externally with the NEC approved PVC Light Conduit
form the Light Niche to the Junction Box. Completion of the pool grounding to the
Electrical Panel Ground to be by Electrician.
7. Band all Sheathed Cables, Raceways, Metal Piping and all Fixed Metal Parts not
separated by a permanent barrier, if within 5'-0' Horizontally from Water and
12'-0' Vertically of Maximum Water Level.
8. Equipotentiol Bonding to be accomplished in accordance with Article 680 of the
Latest Adapted National Electrical Code (NEC).
9 Pool or Patio shall bear only on Rock or Clean Sand, which shall be compacted to
provide a Structurally Safe Bearing Capacity. Any Unsuitable Material encountered in
excavation shall t>e removed in its entirety and the area shall be backfilled with
acceptable material and property compacted. Where unsuitable Material cannot be
removed, the pool must be redesigned.
The Contractor must protect Existing Structures from failure by acceptable methods
if required. The Engineer accepts no responsibility for the safety of Existing
Structures.
fie Design Engineer assumes no responsibility for pool construction in Easements or
Required Setback areas. Pool Contractor and/or Owner shall verify the layout and
all dimesions shown prior to construction.
12. Contractor shall determine the location of all Utilities in relation to the Pool and its
Equipment and ensure minimum clearances in accordance with Local Regulations
and Ordinances.
13. Contractor shall provide adequate Temporary Fencing around the construction area
to prevent unauthorized entry into the Pool Area.
14 If a water supply is provided, a minimum 3' Atmospheric Break will be provided.
15. All Structural, Filtration and Electrical details outlined in these drawings also relate
to Spa Construction.
16. All Pool and Spa Heaters shall be equipped with an On/Off Switch mounted for
easy access to allow the Heater to be Shut Off without adjusting the Thermostat
settings and to allow restarting without relighting the Pilot Light.
17. WARNING! To empty the Pool for any reason, the Hydrostatic Uplift Pressure must
be eliminated. The Owner must consult a Contractor experienced in eliminating
Uplift Pressure.
5
I
FIL TER SYSTEM
1 MAIN DRAIN LINE
2 SKIMMER LINE
3 WASTE LINE
4 RETURN LINE
l
5 PRESSURE CLEANING
LINE (OPTIONAL)
A HAIR do LINT STRAINER
B RECIRCULATION PUMP
C FILTER
D IN—UNE CHLORINATOR
OPTIONAL)
E HEATER (OPTIONAL)
r 6" WAi R j (COPING
WATT R ar LINE TILES
LINE DRAIN COVER/GRATE
POOL
STEPS
v,
MUST CONFORM TO
i POOL
THE LATEST EDITION
LIGHT
OF ANSI/ASME
112.19.8
POOL STEPS:
RISERS: 12' MAX. DUAL SUCTION OUTLET AND APPROVED GRATE
TREAD: 10' MIN. (240 SQ. IN. MIN.) WITH 3'-0' OF SEPARATION CENTER LINE TO
CENTER LINE OR APPROVED CHANNEL DRAIN
POOL SECTION SETI OE TOFSTEEL GRID AT THE
POINT
LONGITUDINAL) HICE CONCRETE DECK (OPTIONAL) W/ SUP RESISTANT
TOPPING ON COMPACTED GROUND W/ ALL
ORGANIC MATERIAL REMOVED. 4" NOM. THK. W/
FIBER MESH OR 5" NOM. THK. W/ #3 REBARS.
ii
u
14' MIN.
N 18' MAX.
SOILS
NO VOIDS)
SWIM -OUT DETAIL
DECK OVER
POUR OR
8—I BRICK COPING
1—#3 BAR CONT. IN 5' THK WALL 4-0 JUNCTION BOX WATER
USE 2—f3 BARS CONT. IN 8"x8' BY OTHERS) 00 LINE
BOND BEAMS)
Oo TO TRANSFORMER 6' OF 1—f3 BAR
WATER BY OTHERS) 2—#3 BARS
WATER CONT. IN 5"
LINEz o "' CONT. IN
LINE
TILES
THICK BOND
BEAM
8"X8' BOND
BEAM 15 I 15
MARBLE
U.L APPROVED 120 VAC/30OW POOL
LIGHT W/ GFI OR 12V/40OW MAX. POOL MIN.
IVA15) MUSTER
FINISH LIGHT W/ LOW WATER CUT—OFF IN U.L OVER ALL
APPROVED GREY PLASTIC FORMING SHELL (SEE NOT
OR APPROVED EQUAL W/ #8 AWG BOND
AL TERNA TE BEAMWIREPERN.E.C.
STEELTEX (OPTIONAL) 13 BARS 0 12' O.0 EACH WAY FINISH DETAIL
POOL STRUCTURAL DETAILS DISTANCE LESS NEW OR
VARIES 18'
COPING
THAN 1 ON 1 + 1 EXISTING
g STRUCTURE
SEE SEAT
PLAN
WATER
WATER
LINE
LINE
00 5' 13 BARS 0 l2'
THERAPY O.C. EACH WAY CONTRACTOR MUST PLACE ALL STEEL IN THE POOLLINES
6' WALL f C WALL AT NO MORE THAN 6' ON CENTER IN BOTH
co 4"
4 RETURN THICKNESS DIRECTIONS IN THIS CRITICAL AREA ALSO THE POOL
o
LINES MARBLEMAR I SHELL WALL SHALL BE CONSTRUCTED TO 6' THICKNE
GUNITE THE STEEL MAT AND THICKER SHELL WALL SHALL
BARS 0 REBOUND FINISH EXTEND ALONG THE CRITICAL AREA AND TO A POINT
O.C.E.W. (2) 8'0` ANTI —VORTEX WHICH IS GREATER THAN THE MINIMUM REQUIRED AS
DRAINS SEPARATED BY 3'
r DETERMINED B'Y THE 1 ON 1 + 1 METHOD.
SPA STRUCTURAL DETAILS TYPICAL WALL AND
FLOOR WITHIN
SPILLWAY PER 66 GLASS —BLOCK ANGLE OF REPOSE
CONTRACTORS POOL[ZLIENTEDIN 2,500 psi COPING
T PLCCEM(
IF SPECIFIED) WATERLINE
TILES INTERIOR
POOL
FINISH L /
3 REBAR 0 12 O.
C.E.W. RAISED
SPA DETAIL PLAN
EXPIRES 1 YEAR FROM THE SIGNATURE
DATE OR THE EFFECTIVE DATE
OF A MAJOR FLORIDA BUILDING CODE
CHANGE WHICHEVER IS SOONER OCT
13 2010 Date
OR
ON H. SH PAR f FL
PE 1g3 672
N. Sernoran Blvd., S e Orlando
FIL 32807 Office (
407) 275-1099 Fax (
407) 275-1015 LADDERS
ARE TO BE CROSS
BRACED PER ESCUTCHEON MANUFACTURERS
SPECS PLATh S.
S. LADDER o POOL CIA
DECK
WATER
LEVEL
EXPANSION JOINTS
AS SUP
RESISTANT REQUIRED TREAD
SURFACE AR ANCHOR L
ADDITIONAL CONCRETE AS
REQUIRED FOR 3'
MIN. TO 6' MAX STURDY INSTALLATION BETWEEN
TREAD 8 BARE, SOLID, COPPER AND
POOL WALL RUBBER^ CONDUCTOR TO SHELL 8UMPER
REINFORCING TYPICAL
LADDER DETAIL 18
AWG COPPER WIRE TIME
TO
SERVICE CLOCK ^ SPST
TOGGLE W.P.. SWITCH
DISC. 4'-
0" JUNCTION
12V POOL
BOX TRANS. DECK
00 ALL
ELECTRICAL WORK SHALL
CONFORM WITH ART.
680 OF THE 3
112 IN NEC. CONDUIT
12V/
400W MAX. POOL LIGHT W/ LOW WATER
CUT—OFF OR 120 VA.C. W/ GFl PER
NEC. ELECTRICAL
DIAGRAM Drawn
By: A R PATTON k Specializing in Associates,
Inc. Residential and Commercial 407)
977-1892 Pools, Fountains and Features 00
2.04-
Swimming Pool
Specification For., Scale: None
VACILIOS LIATSOS
329 KAYS
LANDING DR SANFORD FL
32771 Rev 7 —
11/18/09
TURNDOWN NOTES
1. Detail is based on NO surcharge behind the Turndown and the Ground away from
the Turndown is Level (>4 to 1). Turndown may abut Ribbon Footer and be tied
into Footer 0 Appropriate, with #3 Rebar.
2. Turndown shall bear on Rock, Clean Sand or Structurally Sound Soils (> 1,500 PSF)
that shall be compacted to provide Optimum Bearing Capacity and prevent Settling
or Shifting.
3. All Reinforcing Steel is to Conform to ASTIR 615, Grade 40.
4. Concrete shall contain Fiber Mesh and have a 28 Day Compressive Strength of
2,500 PSI.
5. All Construction to Conform to Florida Building Code Building 2DO7, Florida Building
Code Residential 2007, together with 2009 Revisions.
6. Refer to Contractor's Plan on file with the Building Department for Details on
Turndown Location.
7. If the Base of the Turndown does not extend into the Old (Existing) Ground, a 4"0
Pilaster will be required every 5'-0' that will be either 2'-0' into the Ground or
to 6' into the Indigenous Material, Whichever is Deeper. The Pilaster will have a
3 Rebar tied into the #5 Rebor in the base of the Vertical Pour.
8. A Deck Turndown is NOT intended to be a substitute for a Retaining Wall. If the
Vertical Dimension from the Top of the Concrete Deck to the Old (Existing) Ground
reaches 42" for a 12' Turndown, 48' for a 18' Turndown or 54' for a 24"
Turndown, for more than 20% of the Turndown Length or the Finished Grade Slope
exceeds (steeper than) 4' Horizontally and 1' Vertically, a Turndown should not be
used.
9. For a Paver Deck, if the Vertical Dimension from the Top of the Deck to the Old
Existing) Ground reaches 30.0" for a 12' Turndown, 36.0' for a 18' Turndown or
42.0' for a 24' Turndown, for more than 20% of the Turndown Length or the
Finished Grade Slope exceeds (steeper than) 4' Horizontally and 1' Vertically, a
Turndown should not be used.
10. If a Screen Enclosure is to be installed on top of the Turndown, the Swimming
Pool Contractor trust Coordinate attachment of the Screen Enclosure to the
Turndown with the Screen Contractor.
1.
2.
3.
4.
5.
FOOTER NOTES
If a Screen Enclosure is to be installed, the Swimming Pool Contractor must
Coordinate Construction of any required Footer with the Screen Contractor.
Footer shall bear on Rock, Sand or Structurally Sound Soils (>1,500 PSF) that
shall be compacted to provide Optimum Bearing Copacity and prevent Settling or
Shifting.
Concrete shall have a 28 Day Compressive Strength of 2,5DO PSI with Fiber Mesh
or 6x6-10x10 W.W. Mesh.
3) J3 Rebars is Equivalent to (1) #5 Rebar.
A Footer may be installed with a Brick Paver Pool Deck if required by the
Jurisdiction or at the Option of the Contractor and may be placed over the Top
of the Footer or Abutting the Side of the Footer.
1—#3 BAR CONTINOUS
CONCRETE
DA POOL DECK 1—#5 BAR VERTICALLY
SUBGRADE AT 36' ON CENTER
N PROPOSED FINISHED
GRADE (COMPACTED)
1—#5 BAR CONTINOUS N
4 MIN.
4"0 CONCRETE PILASTER
AT 5'-0" ON CENTER WITH
c
LGR ADE
STING
1—j13 BAR VERTICALLY Nl
IT1 111I I ,
II
CONCRETE DECK TURNDOWN
PROPOSED
CONCRETE
FINISHED
POOL DECK
GRADE °
NO FOOTER
COMPACTED PAVER BRICK PAVER
BASE MATERIAL
POOL DECK
COMPACTED SUBGRADE '
1—J5 BAR CONTINOUS
1— jl3 BAR CONTINOUS
r-145 BAR VERTICALLY
AT 36' ON CENTER
A = 12' TO 24"
B-Y4xA(9'T018'
PROPOSED FINISHED
GRADE (COMPACTED)
4 MIN.
rIl
4'0 CONCRETE PILASTERS
AT 5'—' ON CENTER WITHNJ 10 1 EXISTING
1— 3 BAR VERTICALLY GRADE
i 11 1=I I
PA VER DECK TURNDOWN
PROPOSED
CONCRETE
FINISHED
POOL DECK
GRADE
m T7T= L1Ll 711 1—jl5 BAR CONTINOUS 8— 8"
x 8" FOOTER PROPOSED
POOL DECK FINISHED
GRADE
12'
2-j15 BARS CONTINOUS 8"
x 12" FOOTER CONCRETE
PROPOSED
POOL DECK FINISHED
GRADE
2-#
5 BARS CONTINOUS 12"
12"
x 12 FOOTER OCT
132010 Date
BPbN
H. SHEPAI DSO PE,' FL
P.E. 19333 672
N. Semoran Blvd. Ste. 204 Orlando
FL 32907 Office (
407) 275-1099 Fax (
407) 275-1015 BRICK
PAVER POOL
DECK SEE
PAVER DECK TURNDOWN
DETAIL FOR
INFORMATION NOT
SHOWN PAVER
SECURED TO TOP OF
TURNDOWN BY PAVER INDUSTRY
STANDARDS ALTERNATE
PAVER ON TURNDOWN DRAINAGE
SWALE 1—#3 BAR CONTINOUS 1—#
5 BAR VERTICALLY C.
AT 36' ON CENTER 1—#
5 BAR CONTINOUS A =
12' TO 24" BRICK
PAVER 14POOL
DECK
N4
B=xA(9'TO 18 1
m \
A \ T
COMPACTED
PAVER BASE
MATERIAL q•
I COMPACTED SUBGRADE ALTERNATE
PA VER LOCATION Drawn
By: A R PATTON do Associates,
Inc. 407)
977-1892 Specializing
in Residential
and Commercial Pools,
Fountains and Features Swimming
Pool Specification For: VACILIOs
LIATSOS 329
KAYS LANDING DR SANFORD
FL 32771 Scale:
None Rev 4 — 4/15/09
r lost ralie Il all al ae it all of 11111 oil IN III a III it III 1111 I i1N
Permit Number
Parcel Identification Number 3—IG 3 1 2- f o .
Prenarod hv, E. Michael Holland
Return to: 1090 Kensington Park Dr.
Altamonte Springs, F132714
NOTICE OF COMMENCEMENT
Countloriof jeml*1\0 eY
The undersigned hereby gives notice that improvement(s) will be made to
certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this Notice of Co mencement.
hz1, Description of property L IX? 5 d' ' `'
2. General Description of Improvement(s) In ground Pool and screen enclosure
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
SK 07494 Pg 01611, Qpg)
CLERK'S # 2'01014171E
RECORDED 12/09/`010 03:04 PH
RECORDING FEES 10.C*
RECORDED BY T Saith
3. Owner Information /
f )
NameaAddress VQei1in6 I&+.67taS 3.z 64LK L,(W1xu Dr.,Jr 4 10 i'3a'r1r
Telephone & Fax Number
Interest in Property: Owner
4. Fee Simple Title Holder (if other than owner shown above)
Name & Address
Telephone & Fax Number
5. Contractor
Name &address Holland Pools 1090 Kensington Park Dr. Altamonte Springs Pl 32714S Telephone & Fax Number 407-830-5327 ER` QRMs: Surety (if any)
Name & Address
DUR,
DAPR`{ PNCR
Telephone & Fax Number
Amount of bond $
7. Lender (if any)
Name & Address
CIER
DEP
Telephone & Fax Number
8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as v.
provided by 713.13(1)(a)7, Florida Statutes.
Name & Address
Telephone & Fax Number
9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in
713.13(I)(b), Florida Statutes.
Name & Address
Telephone & Fax Number
10. Expiration date of notice of commencement (the expiration date is one year from the 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 CHAPTE. R 713,
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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR d 3'[CE F COMMENCEMENT. % ( _
11 I/Z1Ct'lOS L,'cL cT®S
Signaturell5f Owner or Authoriz Rcer/Director/Partner/ Manager Print Name
Sworn to (or affirmed rand before me this day of 0U7v6C`K— .20(o
b,yAC-tL_i oS LA oS as Owner (type of authority, e.g. officer, trustee,
in fact) for ^ (name of party on behalf of w om instrument was
executed. personally known to me OR produced FL. 6L L_22 4 b 7 pg_4Z entification.
Y1
YP TERRY RAY WORLEY
Signature of Nota
y
SEAL "" MY COMMISSION # DD978175
tiama r _s>N o- - EXPIRES April 01 2014
Verification pursuant to Section 92.525, Florida Statutes. Under penalties of
and that the facts stated in it are true to the best of my knowledge and belief.
23-2o pion
Signatu of Natural ersy igning (in line' 11) Above
ANSI/ AFSP-7 2006 Specifies three methods, for determining the maximum system flow rate. The following
sirTi.plified TDH calculation is one of the methods specified.
Simplified Total Dynamic Head (TDHJ Calculation Worksheet
Minimum Flow Rate Required: 35 gpm Per Skimmer (Required: 1 skimmer per 800 sf of surf. area)
1. Calculate Pool Volume: &,t x 4.5 x 7.4& (gal./cubic foot) = t2f 1 S f
p(
Suit. Area) (Avg. Depth) - (Vol g )) OF fICE2. Determine referred Turnover Time in hours: x 60 (min. / hr.) \flll
Hours) (Tumover in Min.)
3. Determine Max Flow Rate: ! / .33.-7& +o;%eatt =_
Vol. in gal.) (Tumover Wns.) (Pool Flow Rate) (Feature now Rate) (System Flow Rate)
4. Spa Jets: _ x '0 gpm per jet = z flow rate.
No. of Jets) (Jet now) (Tots 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 2. inch to keep velocity ® 6 fps max. at 1t\ gpm Maximum System Flow Rate.
Trunk, Skimmer &
Suction Piping to be *2- inch to keep velocity ® 8 fps max. at 4q) gpm Maximum System Flow Rate.
Return Piping to be :2-- inch to keep velocity ® 10 fps max. at gpm Maximum System Flow Rate.
Determine Simplified TDH:
1. Distance from pool to purnp in feet:
2. Friction loss (in suction pipe) in inch pipe per 1 ft. @. gpm = 40 y (from pipe flow/friction loss chart)
3. Friction loss (in return pipe) in inch pipe per 1 ft. ® ( _gpm = 10 J {D (from pipe flow/friction loss chart)
4. Lf 2- x .16
ten th of Suct Pipet (Ft of head( of Pipe) (TDH S.c t. Pipe)
LmgLti of Retum Pipe) (Ft of head/1 It of Pipe) (TDH Retum Pipe) _
TDH in Piping: [
Filter loss in TDH (from filter data sheet): • Ki
Heater loss in TDH (from heater data sheet): 0
Total all other loss: 33.
Peed Pump and Main Droin Covet F)UP , I' .pjv •
Total Dynamic Head (TDH):
Pump selection ODe 1, rY1 using pump curve for TDH & System Flow Rate
Make and Model
Main Drain Cover 4"W&Cd M (System Flow Rate must not exceed approved cover flow rates)
Make and Model)
Notes: Minimum system flow based on min. flow per skimmer of 35 gpm.
Determine the Number and Type of Re ;uired In -Floor Suction Outlets*
Check all that apply.
j TDH Calcui ions . Options
For each pump
CECheck
one.
Simplified Total j?ynamic Head (STDH)
Complete STDH Worksheet -Fill in all blanks.
Total Dynamic Head (IDH)
Complete Program or other talcs. Fill in required
blanks on worksheet & attach calculations.
Maximum Flow Capacity
of the new or replacement pump.
L-4tm
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. Insert manufacturer's name and aproved 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 & Heater make and model cannot
changed, and equipment location cannot be moved
closer to pool without submitting a revised plan and
TDH calculation worksheet for approval.
Dow and
Schedule
Friction Loss
40 PVC Pipe
Per Foot
Vd Feet Per second
Sae 6 8 fps 10 fps
1' 16 9pm 0.14' 21 gpirn 0.23' 28 gpm 0.35'
1.5' " 37 gprn 0.08' 50 gprn 0.14' 62 gprn 0.21'
2' 62 gpm 0.06' 82 gpm 0.10' 103 gprn 0.16'
25' 68 gpm 0.05' 117 gprn 0.09, 146 gpm 0.13,
3' 138 0.04' 181 gprn 0.07' 277 gpm 0.10'
4' 234 gpm 003' 1 313 gpm 0.05' 392 gpm 0.07'
6' 534- 2= 0.02' 1 712 WMO.OJ'
S-0" 0 2 d suction outlets ®
1 gpm max. flow (see note 2).
3 suction outlets 0gpm max. flow (see note 3). channel
drain 0 gpm
w/ ports see note 4) Total
Head Jn Feet Conversion Chart Inches
Mercury (Vacuum Gauge) N
d
0
1 2 4 1 6 1 8 10 1 12 14 1 18 1 18 0
0.0 2.3 4.5 6.8 1 9.0 11.3 13.6 15.8 18.1 20.3 1
2.3 4.6 6.8 9.1 1 11.4 13.6 15-9 1&1 20.4 22.7 2
4.6 6.2 9.1 11.4 1 13.7 15.9 18.2 2D.4 22.7 25.0 3
69 9.2 11 S 13.7 16.0 18.2 20.5 22.8 25.0 272 4
9.2 115 13.8 15.0 183 20.5 22.8 25.1 273 29.6 5
115 13.8 16.1 183 20.6 228 25.1 27.4 29.6 31.9 6
13.9 18.1 18.4 20.6 229 25.2 27.4 29.7 31.9 34.2 7
16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 365 8
18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38.8 9
20.8 23.1 253 27.6 29.8 32.1 343 36.6 38.9 41.1 10
23.1 25.4 27.6 29.9 32.1 34.4 36.7 389 412 43.4 11
25.4 27.7 299 32.2 345 36.7 39.0 41.2 43.5 45.8 12
27.7 30.0 32.2 345 36.8 39.0 413 435 45.8 48.1 13
30.0 32.3 34.8 36.8 39.1 413 43.0 459 48.1 50.4 14
32.3 34.8 36.9 39.1 41.4 43.6 45.9 482 1 50.4 52.7 15.
34.6 36.9 39.2 41.4 1 43.7 45.9 492 505 52.7 55.0 16
37.0 39.2 415 43.7 46.0 483 50.5 52.8 55.0 573 17
39.3 41.5 43.8 48.1 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 50.7 529 55.2 57.4 59.7 62.0 642 20
46.2 485 50.7 53.0 55.2 57.5 59.8 62.0 64.3 665 21
48.5 50.8 53.0 55.3 57.6 59.8 62.1 643 66.8 68.9 22
50.8 53.1 553 57.6 59.9 82.1 64.4 66.8 68.9 712 23
53.1 55.4 57.7 599 62.2 64.4 66.7 69.0 71.2 735.5 24
55.4 57.7 60.0 62-2 645 N.7 89.0 71.3 735 75.8 25
57.8 50.0 62.3 645 56.8 69.1 713 73.6 75.8 78.1 26
60.1 623 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27
62.4 64.6 669 69.2 71.4 73.7 75.9 78.2 80.5 82.7 28
64.7 66.9 69.2 715 73.7 76D 782 805 82.8 85.0 29
67.0 693 715 73.8 76.0 783 80.5 82.8 85.1 873 30
693 71.6 73.8 76.1 783 80.6 829 85.1 87.4 89.6 31
71.6 73.9 76.1 78.4 60.7 829 95.2 87.4 89.7 92.0 32
73.9 76.2 78.4 80.7 93.0 85.2 875 89.7 92.0 94J 33
78.2 78.5 0.7 83.0 85.3 875 09.8 92:0 94.3 96.6 34
78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 1 96.6 98.9 35
80.9 1 83.1 85.4 87.6 89.9 922 94.4 96.7 1 98.9 101.2 NOTE:
FIELD TDH MUST BE EQUAL TO OR HIGHER THIN THE CALCULATED
TDH. This
form is the property of Gordon H. Shepardson, PE and may
only be used in conjunction with my Residential Swimming Pool Specification
Drawings or by others with my written permission. to
f f 3% IO OCT 13 Zulu Date
Date 2
CPc
t G l contractors
Cert. No. Uen
roc ors Telephone NO. This
worksheet was Created
and provided By
Gordon
H Shepardson PE PA 672
N Semoran Blvd Ste 204 Orlando
FL 32807 Off (
407) 275-1099 Fax (
407) 275-1015 Drawn
By: A R PATTON & Specializing in Associates,
Inc. Residential and Commercial 407)
977-1892 Pools, Fountains and Features Swimming
Pool Specification For: VACILIOS
LIATSOS 329
KAYS LANDING DR SANFORD
FL 32771 Scale:
None Rev 7 - 11/18/09
I - I ---- 1 v'! . 1 v.Y
O' O'
i' (
Y////^
y
GALLONS = 12151 TURNOVER RATE HRS. = 6 = GPM NEEDED 34.00' (/
v`
JJ1,\
WATER FEATURE /SPA REQR'D = GPM NEEDED 26.
TOTAL GPM NEEDED 1 601
RFF(1RF Ppnr.FFnINC; - SFF PIPF A171N(-, TART F (PArF9) Tn 118F THE ('ORRFC
SUCTION SIDE VELOCITY-- 8 RETURN SIDE VELOCITY 10
QTY QTY
STATIC LIFT 1.5 1.5
1 0 F- 0 ---1 0
j 1 1/2" 0 1 0 p 0 0 FLEX PIPE IS 40%
j 2" 42 1 4.2 34 5.44 MORE RESTRICTIVE
2 1/2" 0 I 0 I 0 0 THAN RIGID PIPE
PIPE 3" 0 I 0 0 0 SEE PAGE 2)
4" 0 0 6 0 0
6" 0 p 0 0 0
8" 0 I 0 0 0
1" 0 X 2.5 = 0 0 X 2.5 = 0
S 1 1/2" 0 X 4.0 = 1 0 I 0 X 4.0 = 0
2" 4 X 5.7 = 1 2.28 10 X 5.7 = 9.12
2 1/2" 0 X 6.9 =( 0 0 X 6.9 = 0
3" 0 X 7.9 = 1 0 0 X 7.9 = 0
90 DEG ELL 4" 0 X 11.4 = 1 0 0 X 11.4 = 0
6" 0 X 16.7 I 0 0 X 16.7 0
8" 0 X21.0 j 0 0 X21.0 0
1" 0 X 6.0 0 0 X 6.0 = 0
0 X 8.4=1 0 p 0 X 8.4= 0
2" 1 X 12.0 =1 1.2 1 3 X 12.0 = 5.76EHI11/
2"
2 1/2" 0 X 14.7 =p 0 p 0 X 14.7 = 0
3" 0 X 16.4 =j 0 0 X 16.4 = 0
TEE 4" 0 X 22.0 =1 0 j 0 X 22.0 = 0
6" 0 X 32.7 =1 0 0 X 32.7 = 0
8" 0 X 49.0 1 0 I 0 X 49.0 0
0 X 1.4 = 01" 0 X 1.4 = 0
1 1/2" 0 X 2.1 = 1 0 X 2.1 = 010
2" 0 X 2.6 = 0 X 2.6 = 0j0
2 1/2" 0 X 3.1 = I 0 X 3.1 = 0p0
3" 0 X 4.0 = 0 X 4.0 = 00
45 DEG ELL 4" 0 X 5.1 = 1 0 X 5.1 = 0j0
6" 0 X 8.0 = p 0 x 8.0 010
8" 0 X10.6 0 X10.6 010
I
TDH FOR PIPE AND FITTING 8.88 24.16
TDH FOR PIPE,FITTING PLUS LIFT 10.38 PIPE AND FITTING TDH- 24.16
SKIMMER 2" 0 X 3.0 = 0 FILTER 1.9
MAIN DRAIN" 2 X 1.5 = 3 HEATER LOST FROM DATA SHEET 0
3-WAY VALVE 1 1/2" EACH 0 0 3-WAY VALVE 1 1/2" 0 0
3-WAY VALVE 2" EACH 1 1.2 3-WAY VALVE 2" 2 3.84
3-WAY VALVE 2.5" EACH 0 0 3-WAY VALVE 2.5" 0 0
3-WAY VALVE 3" EACH 0 0 3-WAY VALVE 3" 0 0
3-WAY VALVE 4" EACH 0 0 3-WAY VALVE 4" 0 0
3-WAY VALVE 6" EACH 0 0 3-WAY VALVE 6" 0 0
3-WAY VALVE 8" EACH 0 0 3-WAY VALVE 8" 0 0
SUCTION CLEANER' NO X 9.0 = 0 SALT GENERATOR 1.1000
SEE NOTE PAGE 3) YES OR NO YES OR NO)
EXIT LOSS 3.12
SEE TABLE PAGE 2)
TDH SUCTION SIDE 14 TDH DISCHARGE SIDE 31
TDH FOR COMPLETE POOL 45 TOTAL GPM NEEDED 60
andy. wA
FloPro Series Pumps Installation and Operation Manual
Page 21
7.3 Performance Curves p 10
Total Dynamic Head
j:aa4 of Watpr1
Jandy FloPro Series Pumps
Max -Paged (FHPM)
Flow Rate, Gallons Per Minute
GPM)
Pounds Per Square Inch
PSI)
35
30
25
20
15
IN
5
0
Section 10. Head Loss Curves
10.1 Jandy® Cartridge Filter, CS Series a 010 I -709
11
f
CS150
CS200
CS250
CS100
0 30 6 90 120
Flow Rate (gpm)
KI
Design
Pressure
2 Drop
Psi)
1
N
320 Rainbow Chlorinator
VMtWr Wfiter
pppl and -Spa'
30
Rey 02/19/2009
Headloss Curves
320 series rainbow chlorinator with 2 Inch plumbing vs 1.5 Inch plumbing
40 50 70 8o BO 100
now '
2.70
head loss- 21nch plumbing
9• head loss 1.4 Inch plumbing
Poly. (head lou- 2 Inch
plumbing)
Poly. (head loss 1.5 inch
9'd 9909-669 LOP aelenn .11B11-16A dco*bn an j I KOIA1
7(
RECOMMENDED SYSTEM SPECIFICATIONS
ACCEPTABLE PIPE SIZE FOR MAXIMUM
RECOMMENDED
SYSTEM FLOW RATE PER APSP-7
6 FT/SECIN THE BRANCH LINE)
Pipe Size Flow rate Pipe Size Flow rate,
l l GPM [mm) GPM (Liter/in)
Liter/Min)
40: 2 W2 90
50] [1501 [751 [3401
2„ 63 3" 138
631 [2401 1901 [5221
Chart 1
t zs 3s _'"'sW is s a ''
n
i
t §
z
eoVFR IN. 2" 1§Uh1P• •'
z.s
3
3.6
4
4.5
5
Flow.vs Pressure C3top
VGX 1048E Suction Outlet Covers are rated for Floor.Only at 125 GPM FIG 1
Note: 1" Hg - 1.13 Ft of Head
VG 1048EW Suction Outlet Covers are rated for Wall or Floor at 72 GPM
i the event of one suction outlet being blocked, the remaining suction outlets serving that system shall -have a
ow rating capable of the full flow of the pump(s) for the specific suction system.
xampie: In the System shown in Diagram 1, two (2) "Floor Only" suction outlet covers are selected and mounted.
These covers are individually rated for 125 GPM. For a desired flow rate through the pump of 100 GPM, a minimum'
pipe size from the Chart 1 is selected at 3". At the desired flow of 100 GPM one cover could be partially blocked
and the other suction outlet flow would be below the rated 125 GPM of the "Floor" mounted suction outlet covet. • `
Since there are two outlets flowing in normal operation, and the allowable velocity in the,interconnecting piping is
only 3ft/sec, the same pipe size is required in the interconnecting piping.
ample: In the System shown in Diagram 2, one (1) "Floor Only" suction outlet cover, rated at 125 GPM, and one (1).
Wall or Floor" suction outlet cover, rated at 72 GPM are selected and mounted. For a desired flow rate through the
purr_p of 50 GPM, a minimum pipe size from the Chart leis selected at 2". At the desired flow of 50 GPM ei'thet
cover could be totally blocked and the other suction outlet flow would be •below the rated 72 GPM of the wall
mobnted suction outletcover. Note: Flow may be limited by entrapping force in dual suction systems.. ;
Minimum distance 3 feet
Pipe Centerlines)
agram 1
Floor Outlets,
jTotal system rated
flow 125 GPM
Interconnecting
Piping
System
Branch piping
MWARF)"Pool ProductS
A Haywer0 induatrtas, 1no, company
Dual Outlets on biffereat ;P1.antcis
Elevation or Plan View)
Wall
72 GPM rated
Total System rated
flow 72 GPM Interconnecting
Piping
125 GPM Rated
a
Floor I...
3
System branch piping
Diagram 2
www• haywardpool.co•rri
H-A,Y-, W- ARUO oi P'
m A Hayward Industries, Inc. Company
OWNER'S MANUAL
r INSTALLATION, OPERATION, & PARTS.
DUAL SUBMERGED SUCTION OUTLET SET
Commonly called main. drains]
c.;;. ,.Jili,•11-fir_.. l
asic safety precautions should always be followed, including the following: Failure to follow' instructions can cause severe
injury and/or death.
This is the safety -alert symbol. When you see this symbol on your equipment of in this manual, look for one of the
following signal words and be alert to the potential for personal injury.
WARNING warns about hazards that could cause serious personal injury, death or major property damage and if
ignored presents a potential hazard.
CA UTION warns about hazards that will or can cause minor or moderate personal injury and/or property damage
and if ignored presents a potential .hazard. It can also make consumers aware of actions that are unpredictable and unsafe.
The NOTICE label indicates special instructions that are important but not related to hazards.
YARNING - Read and -follow all instructions in this
Qowner's manual and on the equipment. Failure to follow
instructions can cause severe injury and/or death.
IIYJM]PO'R.TANT SAFETY INSTRUCTIONS
USE ONLY HAYWARD GENUINE REPLACEMENT PA
Pool ProdUGtS
A Hayward Industries, Inc. Company 1
TS r
www.haywardpool.com