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2343 Blue Grouse Ln - BC18-004685 - NEW COMMERCIAL POOLO y DEC i U CITY OF PERMIT APPLICATIONSFORDBUILDING DIVISION I - ApplicationNo: Documented Construction Value: $ {bo ,1 In` QJT &G f G7' 9 jobAddress: -,3 'Blue- llrcu5.e. L Y\. Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New ® Addition Alteration Repair Demo ((Change of Use Move Description of Work: lv\re C. U L _ ( Plan Review Contact Person: -Tf,-a S-p r Title:-1- Phone: % - / Z- Fax: ' -0 2-L-1C) mail: V Property Owner Information Name PC C V . GT-4e'r-P + C? - Phone: c'16-1 ' CZq - 000 Street: 5 ZUD U k \kk 1S-r-1A t ' 7 C& Resident of property?: City, State Zip: (- nc i c;, r\ 0 G 1%- :?Z-i l / Contractor Information Name i^ j G!1,L -t-- Phone: l J -l-1 ZZ. Street: 31 H b4s 5 Fax: LAC Uf City, State Zip: C t'1C C1 L S__ State License No.: Architect/ Engineer Information Name: & C' 0,011n5r' 'l PF3..>'", (l Street: go G '4 I 4e rn c:. City, St, Zip: C' 14c-f' bcXT Bonding Company: Address: Phone: Z2 - y C42- 13-q(i 3 Fax: E- mail: _n b OCI1 i 1 Ind Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of apermit 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: 6' Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe 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 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 ofsubmittal. 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 ofowner/Agen Date liSln >ral fi a Print owner/Agent's Name Jlure of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID D W, i Notary Public State of FloridaLauraNicoleReynolds C of Notary -State of Florida Contractor/Agent is Produced ID Persona Type of ID as EreOW2202P1uro3 BELOW IS FOR OFFICE USE ONLY Permits Required: Building L.TElectrical LJ Mechanical Plumbing [Gas Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Date l7at / r Flood Zone: x " of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: OA `L `Z'&. lb UTILITIES: WASTE WATER: ENGINEERING:IM : L IZ-6- ( V FIR Z-X/BUILDING: 11 — [ 7— ( COMMENTS: Grant Maloyy Clerk Of The Circuit Court & Comptroller Seminole County, FLInst #2019062313 Book:9278 Page:1697; (1 PAGES) RCD: 1/8/201.9 11:13:26 AM REC FEE $10 00 pa•rpn En YTHISINSFMk&%bff, Ts Y66Is GbrporatlonName: 240026 th t Address: ArFande, r6 aP989 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: L/ LIB ii 45-- Parcel ID Number: CERTIFIED COPY GRANT MALOY CLERK OF TIME, I lRi:t.tEl" COURT AND COR SEVINWin i' T it E DLO; IvA 4. oat_,n I i I r` il T 6GRR 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. D`!RPJFS19JS WrERW[ T1lf ?8sr Ic itgl p-party and street address if available) fib§fifl B SI°&r+14'lPI i4''UGith a new commercial pool for community Wyndham Preserve OWNER INFORMATION: Name:_ He-- - K- S-G L>c..-c Address r-1 C.,c fit_g-i 1 Fee Simple Title Holder (if other than owner) Name: CeiseRnName: TT hh Brothers Pools CorporationName: Address: Orlando, FL 32839 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be servedasprovidedbySection713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates of To receive a copy of the Lienor's 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 bes of my know) dge and belief. yi5rlaa junta er' __I a re ner's Printed Name Florida Statute 713.13 g): " owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of F166(16 County of The foregoing instrument was acknowledged before me this .2.¢_ day of N&V e.Mber , 20 byy iSti1t'tt'l %U10 Who Is personally known to me Ir Name of personmaking statement OR who has produced Identification type of Identification produced: Aef • LaurNotaa Nicole ReynoldPublic StateofsQ` My Commission GG 076423 U. p Expires p2Y23/202t NOta Si na CONSTRUCTION, LLC Project Name Wyndham Preserve Community Pool Subcontract Number Date 10/23/18 Short Form Subcontract Lump Sum) CONTRACTOR: Attention: ("Contractor") DHP Construction, LLC Dan Parks 312 Summerville Ln Phone (407) 468-1488 Sanford, FL 32771 Fax (321) 400-1367 Subcontractor") SUBCONTRACTOR: Theisen Brothers Pools 3100 W 3611 St Orlando, FL 32839 WORK: Pool Attention: Natalie/Edgar Phone (407) 422-5375 See attached Schedule A " Scope of Work" See attached Schedule B "Proposal" PROJECT: Wyndham Preserve Community Pool Seminole County, FL PRIME CONTRACT: Park Square Enterprises, LLC 5200 Vineland Rd, STE 200 Orlando, FL description of work) Dated 10/23//18 ("Contract') SUBCONTRACT PRICE: One Hundred Fifty Thousand One Dollars Hundred Dollars. 150,100.00 ) Project") Contractor, and Subcontractor, with offices at the addresses shown above, agree for themselves, their successors and assigns as follows: 1. WORK. Subcontractor shall perform and furnish all labor, supervision, services, materials, equipment, tools, scaffolds, hoisting, transportation, storage and all other things necessary to prosecute and complete the work identified and described in, or which can be reasonably inferred from, the above description of work (the "Work"), being a portion ofthe work required of Contractor under the Contract. The Work shall be performed by Subcon-tractor in a good and workmanlike manner and strictly in accordance with the Contract Documents, consisting ofthe Contract and the plans, specifications (including, but not limited to, general, special and supplemental conditions), addenda and other documents and duly issued modifications thereto. Subcontractor shall be bound to Contractor by the terms and conditions of the Contract Documents, as the same shall be applicable to the Work and this Subcon-tract, and hereby assumes toward Contractor all ofthe duties, obligations and responsibilities that Contractor has by the Contract Documents assumed toward Owner. 2. PRICE. Contractor shall pay to Subcontractor, for the satisfactory performance and completion of the Work and performance of all the duties, obligations and responsibilities of Subcontractor under this Subcontract, the sum set forth above as the Price, subject only to additions and deductions as expressly provided in this Subcontract. 3. PROGRESS PAYMENTS. On or before each Monthly Billing Date, Subcontractor shall submit to Contractor, in such form and supported by such data as Contractor may require, an invoice for all Work properly completed and installed, including the withholding of a 10% Retainage. Within seven (7) days after receiving a progress payment from Owner under the Contract, Contractor shall make a progress payment to Subcontractor equal to the value ofthe Work properly completed and installed after deducting current retainage and all charges or backcharges for services, materials, equipment, or other items furnished or otherwise chargeable to Subcontractor. 4. FINAL PAYMENT. A final payment, consisting of the unpaid balance of the Price, shall be made within twenty-five (25) days after the last of the following to occur: (a) satisfactory completion of the Work by Subcontractor; and (b) unqualified acceptance thereof by Architect and Owner. 5. PAYMENT CONDITIONS. Subcontractor will receive the payments made by Contractor and Subcontractor will hold such payments as a trust fund to be applied first to the payment of laborers, suppliers, subcontractors and others responsible for the Work for which such payments are made. Contractor reserves the right to withhold, as an additional reserve and without limiting its other rights and remedies, an amount sufficient: (a) to defend, satisfy and discharge any asserted claim that Subcontractor (or anyone providing any ofthe Work hereunder) has failed to make payment for labor, services, materials, equipment, taxes, or other items or obligations furnished or incurred in connection with the Work or has caused damage to the Work or to any other work on the Project; (b) to complete the Work if it appears that funds remaining in this Subcontract, including retainage and exclusive of backcharges, are insufficient to complete the Work; ( c ) to reimburse Contractor for any backcharges incurred as a result of any act or omission by Subcontractor hereunder; or (d) to protect Contractor from the possible consequences of any other breach or default by Subcontractor hereunder. 6. TIME. Time is ofthe essence. Therefore, Subcontractor shall perform the Work diligently and promptly and in such order and sequence as Contractor may from time to time direct. Subcontractor shall diligently prosecute the Work and achieve Substantial Completion 120 days after receiving permit, and Final Completion two weeks post Substantial Completion, subject to any extensions oftime provided herein. The dates for Substantial Completion and Final Completion are hereinafter sometimes individually and collectively referred to herein as the "Contract Time." The Date of Commencement shall be defined as the day all permits have been obtained. All parties agree that it would be extremely difficult and impracticable under the presently known and anticipated facts and circumstances to ascertain and fix the actual damages Developer would incur should Subcontractor delay in achieving Substantial Completion or Final Completion, or both, on or before the dates established. Accordingly, the parties agree that if Subcontractor fails to so achieve Substantial Completion and/or Final Completion by the dates established for the same pursuant to the Date of Commencement, then Contractor shall be entitled to recover liquidated damages in the amount of Two Hundred and No/100 Dollars ($200.00) for each calendar day beyond the dates established hereunder until Substantial Completion and/or Final Completion is achieved. 7. CHANGE ORDERS. Owner has reserved the right under the Contract Documents to require Contractor to make changes in the Work, including additions thereto and deletions therefrom. Contractor may from time to time, by written order ("Change Order") to Subcontractor, make changes in the Work to the same extent and in the same manner as may be required ofContractor by Owner under the Contract Documents. Subcontractor shall thereupon perform the changed Work in accordance with the terms of this Subcontract and the Change Order. Upon request of Contractor and in time and manner sufficient to permit Contractor to comply with its obligations under the Contract Documents, Subcontractor shall submit a written proposal for any applicable Price and time adjustment attributable to the changed Work, detailed as Contractor or Owner may require, supported and conforming to the requirements of the Contract Documents. 8. NOTICES. All written notices provided for in this Subcontract or in the Contract Documents shall be deemed given if delivered personally to a responsible representative ofthe party or sent by telegram or by regular mail to the party at its address specified herein. Either party may from time to time, by notice to the other as herein provided, designate a different address to which notices to it should be sent. 9. INSURANCE. Before commencing the Work and until completion and final acceptance thereof by Owner, Subcontractor shall obtain and maintain, at its expense, insurance coverages from companies, and in form, substance and limits, acceptable to Contractor. Subcontractor shall provide automobile, Comprehensive General Liability Insurance, and Workers Compensation insurance all naming Contractor and Owner as an additional insured. As a condition to any payment for the Work, Subcontractor shall furnish a certificate, satisfactory to Contractor, from each insurance company showing the required insurance coverages to be in force and stating that the insurance coverages will not be canceled or changed except upon at least thirty (30) days' written notice thereof to Contractor or as otherwise required by the Contract Documents. To the extent that Contractor and Subcontractor maintain insurance coverages for loss or damage to property, each hereby waives subrogation of claims against the other, the Owner, and their agents, employees and servants. 10. INDEMNITY. To the full extent permitted by law, Subcontractor agrees to defend, indemnify and save harmless Contractor and Owner, as well as any other parties which Contractor is required under the Contract Documents to defend, indemnify and hold harmless, and their agents, servants and employees, from and against any claim, cost, expense, or liability (including attorneys' fees, expert witness fees, court costs, and similar costs), attributable to bodily injury, sickness, disease, or death, or to damage to or destruction ofproperty (including loss of use thereof), caused by, arising out of, resulting from, or occurring in connection with the performance ofthe Work by Subcontractor, its subcontractors and suppliers, or their agents, servants, or employees, whether or not caused in part by the active or passive negligence or other fault ofa party indemnified hereunder; provided, however, Subcontractor's duty hereunder shall not arise if such injury sickness, disease, death, damage, or destruction is caused by the sole negligence of a party indemnified hereunder. Subcontractor's obligation hereunder shall not be limited by the provisions of any workers' compensation or similar act. Subcontractor hereby agrees that One Hundred Dollars and No/Cents ($100.00) ofthe Price constitutes the separate consideration for Subcontractor's indemnity hereunder. Such amount shall be deemed paid out of the first application for payment paid hereunder. Should Owner or any other person or entity assert a claim or institute a suit, action, or proceeding against Contractor involving the manner or sufficiency of the performance of the Work, Subcontractor shall, upon request of Contractor, promptly assume the defense of such claim, suit, action or proceeding at Subcontractor's expense, and Subcontractor shall indemnify and save harmless Contractor as well as anyone to be defended, indemnified and held harmless by Contractor and its or their agents, servants and employees, from and against any liability, loss, damage, or expense arising out of or related to such claim, suit, action, or proceeding. 11. ASSIGNMENT. Subcontractor shall not assign this Subcontract, or any monies due or to become due hereunder, or subcontract any substantial part ofthe Work without the prior written consent of Contractor. No assignment by Subcontractor of any right hereunder shall be effective and any such attempt shall be null and void. 12. COMPLIANCE. Subcontractor shall, at its own expense, obtain all necessary licenses and permits pertaining to the Work and comply with all statutes, ordinances, rules, regulations and orders ofany governmental or quasi -governmental authority having jurisdictional over the Work or the performance thereof, including, but not limited to, those relating to safety, wages, discrimination and equal employment opportunity. 13. SAFETY. Subcontractor agrees that the prevention of accidents to workers engaged upon or in the vicinity of the Work is its responsibility, even if Contractor establishes a safety program for the entire Project. Subcontractor shall establish and implement safety measures, policies and standards conforming to those required or recommended by governmental or quasi -governmental authorities having jurisdiction and by Contractor and Owner, including, but not limited to, any requirements imposed by Contract Documents. Subcontractor shall stop any part of the Work which Contractor deems unsafe until corrective measures satisfactory to Contractor have been taken. Contractor's failure to stop Subcontractor's unsafe practices shall not relieve Subcontractor of its responsibility therefor. 14. CLEANING UP. Subcontractor shall, at its own expense, keep the premises at all times free from waste materials, packaging and other debris accumulated in connection with the Work. One warning will be given and if debris is not cleaned up within 24 hours, DHP Construction will clean debris and issue a deductive change order for associated costs. It is understood that clean up will be a daily responsibility of this subcontractor. 15. GUARANTEES. Subcontractor warrants and guarantees the Work to the full extent provided for in and required by the Contract Documents. 16. LIENS. Subcontractor shall defend, indemnify and save harmless Contractor, Contractor's sureties and Owner from any lien or claim of lien filed or maintained by any laborer, materialman, subcontractor, or other person or entity directly or indirectly acting for, through, or under Subcontractor, against the Project or any interest therein or against any monies due or to become due from Owner to Contractor or from Contractor to Subcontractor. Without limiting the foregoing, Subcontractor shall cause any such lien or claim of lien to be satisfied, removed, or discharged by bond, payment, or otherwise within such time as provided under the Contract Documents or ten (10) days from the date of receipt by Contractor, whichever is shorter. 17. LABOR. Subcontractor agrees that, where its Work is stopped, delayed or interfered with by strikes, slow -downs, or similar interruptions or disturbances (including cases where Subcontractor's employees are engaged in a work -stoppage solely as a result of a labor dispute involving Contractor or others and not in any manner involving Subcontractor), Contractor shall have the rights and remedies provided for in paragraph 19. 18. DAMAGE. Contractor shall not be liable or responsible for loss or damage to the equipment, tools, facilities, or other personal property owned, rented, or used by Subcontractor, or anyone employed by or through Subcontractor, in the performance of the Work; and Subcontractor shall maintain such insurance coverages and take such protective action as Subcontractor deems desirable with respect to such property. 19. DEFAULT. Should Subcontractor at any time: (a) fail to supply the labor, materials, equipment, supervision and other things required of it in sufficient quantities and of required quality to perform the Work with the skill, conformity, promptness and diligence required hereunder; (b) cause interference, stoppage or delay to the Project or any activity necessary to complete the project; ( c ) become insolvent; or (d) fail in the performance or observance of any of the covenants, conditions, or other terms of this Subcontract, then in any such event, each of which shall constitute a default hereunder by Subcontractor, Contractor shall, after giving Subcontractor notice of default and forty-eight (48) hours within which to cure, have the right, after giving Subcontractor forty-eight (48) hours notice terminate this Subcontract without thereby waiving or releasing any rights or remedies against Subcontractor or its sureties and, by itself or through others, take possession of the Work and all materials, equipment, facilities, plant, tools, scaffolds and appliances of Subcontractor relating to the Work, for the purposes of completing the Work and securing to Contractor the payment of its costs (plus an allowance for administrative burden equal to fifteen percent 15%) of such costs) and other damages under this Subcontract and for the breach thereof, it being intended that Contractor shall, for the stated purposes, be the assignee of, and have a security interest in, the property described above to the extent located on the Project site (and Contractor may at any time file this Subcontract as a financing statement under applicable law) and recover from Subcontractor all losses, damages, penalties and fines, whether actual or liquidated, direct or consequential (including without limitation any increase in Contractor's cost of insurance resulting from Subcontractor's failure to maintain insurance coverages required hereunder), and all reasonable attorneys' fees, expert witness fees, court costs, and other similar costs suffered or incurred by Contractor by reason of or as a result of Subcontractor's default. The foregoing remedies shall be considered separate and cumulative and shall be in addition to every other remedy given hereunder or under the Contract Documents or now or hereafter existing at law or in equity. 20. DISPUTES. In the event of any dispute between Subcontractor and Contractor arising out of or relating to this Subcontract, or the breach thereof, which involves the correlative rights and duties ofOwner, the dispute shall be decided in accordance with the Contract Documents, and Subcontractor, its suppliers, subcontractors and its guarantors, surety, or sureties, shall be bound to Contractor to the same extent that Contractor is bound to Owner by the terms of the Contract Documents and by any decisions or determination made under the Contract Documents by an authorized person, board, court, arbitration, or other tribunal. Subcontractor shall be afforded a reasonable opportunity to present information and testimony involving its rights. Subcontractor shall be solely responsible for the preparation of any information or testimony hereunder unless Contractor notifies Subcontractor in writing of Contractor's intention to provide attorneys and provide for the presentation of any case governed by this paragraph, in which case Subcontractor shall have the duty to cooperate with Contractor. Subcontractor agrees to continue to perform the Work despite the existence of disputes. The existence of a dispute shall not be grounds for any failure to perform by Subcontractor nor limit the right of Contractor to proceed, in good faith, to remedy any default by Subcontractor. 21. MISCELLANEOUS. (a) All matters relating to the validity, performance, or interpretation of this Subcontract shall be governed by the law applicable to the validity, performance, or interpretation, as the case may be, of the Contract. b) This Subcontract, including the documents incorporated herein by reference, embodies the entire agreement of the parties and supersedes all prior negotiations, agreements and understandings relating to the subject matter hereof. c) This Subcontract may not be changed in any way except as herein provided or by a writing signed by a duly authorized officer or agent of each party. No requirement of this Subcontract may be waived except in writing signed by a duly authorized officer of the waiving party. d) The provisions of this Subcontract and the Contract Documents are intended to supplement and complement each other. If, however, any provision of this Subcontract irreconcilably conflicts with a provision ofthe Contract Documents, the provision imposing the greater duty on Subcontractor shall govern. IN WITNESS WREREOF, the parties have duly executed this 1A "IF & M 911 wr By Subcontractor corporation Check ONE: Partnership/Joint Venture Individual Q I _ ? Jq o-5- 7 kSubcontractor's Federal Employer Identification No.:_ Q J If no Federal Employer Identification Number, enter business owner's Social Security Number: _ Per I.R.S. Statute 3402(s), 31 % of each payment is required to be withheld and remitted to the I.R.S. if E.I. Number or Social Security Number is not provided. This withholding amount will be in addition to subcontract retainage. 6- Schedule A Scope of Work Pool Provide all material, labor, equipment and supervision necessary to perform the following in strict accordance with the Contract Documents and all municipality requirements and governing codes: a. Furnish and install a complete pool per the Contract Documents. b. Furnish all demo and debris removal of existing pool and equipment. c. Furnish and install engineered design pool drawings for Health and Building Permits. d. Furnish all permits as required for this scope of work. Permit Fees by Owner. e. Furnish all labor to reconfigure existing pavers and fencing. f. It will be the responsibility of this contractor to schedule all associated inspections and have employees on site during each inspection. g. It will be this subcontractor's responsibility to comply with all governing municipalities building codes. h. Provide all material, labor, equipment and services of a permanent or temporary nature associated with the Subcontractor's Work, include but not limited to, those outlined in the General conditions and General Requirements of the Contract Documents. i. All applicable sales/use taxes are included. j. It is this Subcontractors responsibility not to damage other trades' work performed under this subcontract. If damage does occur to other trades' work during the performance of this subcontract, the cost of repair and/or replacement of damaged work shall be repaired by the trade damaged and charged back to this subcontractor. k. This Subcontractor shall be responsible for cleanup of all debris on a daily basis and placement of it in a centrally located dumpster. A warning will be issued if failure to clean up. If debris has not been cleaned within 24 hours of said warning, DHP Construction will clean debris and all associated cost will be deducted from the sub contract amount. I. Provide all labor, material and equipment to perform layout and engineering of all work listed above. m. All required Insurance as stated within this subcontract. n. Additional Notes: The following proposal, listed as Schedule B, by said Subcontractor shall be included in the Description of the Scope of Work. vp T E E BROTHERS SINCE I985 7" io -O October 12, 2018 DHP Construction, LLC 312 Summerville Lane Sanford, Florida 32771 Attn.: Mr. Dan Parks Ref.: Wyndham Preserve Pool - Seminole County, Florida Commercial pool construction Dan: Schedule B 3100 W. 36TH STREET • ORLANDO, FL 32839 TEL. (407) 422-5375 • Fax. (407) 422-1015 CPC 054825 Theisen Brothers is pleased to submit this proposal for the new construction of the commercial pool to be located at the above project. This proposal is based on the following construction documents: Plans prepared by: N/A Sheets: N/A Revisions: N/A Theisen Brothers Gunite, Inc. acknowledges the following addenda: None received Pagel of 3 0 The construction described below is to be provided per plans and specifications: Demo Existing Non -Compliant Swimming Pool: Provide labor, material, equipment, supervision to remove existing non -compliant pool Dump fees Remove existing paver deck Remove existing Filtration Equipment Pak Remove existing pool fencing Swimming Pool: Provide engineered pool plans approved by governing authority Provide all necessary permits required per governing authority Surface Area: Approximately 1,250 square feet Roll -Out" type beam configuration (Gutter Pool System) Brick Coping Edge Manufacturer: Tremron Size: 4"x9"BN Color: T.B.D. Filtration System: Approved self contained filtration unit (AquaWorx System or Equal) Underwater lighting: (3) LED 12 volt underwater lights w/transformers Depths ofpool: Per plan Gutter Tile (Under Coping): ($9.00 per s/f allowance) Color: T.B.D. Gutter Finish to be Quartz Finish Color: T.B.D. Waterline Tile 6" X 6" Bullnose Tile ($9.00 per s/f allowance) Color: T.B.D Non -Slip Step edge tile per DOH code (Dark contrasting color) Depth markers and NO DIVE markers Interior finish: KrystalKrete or Sunstone Color: T.B.D. Steps, ladders and rails per Department of Health specifications or governing authority VGB compliant main drains and covers Safety equipment per Department of Health specifications or governing authority Pool Decking & Fencing: Compact deck area Base for under pavers as recommended by paver manufacturer and sand topping Labor to re -set approximately 3,300 s/f of existing pavers Labor and equipment to re -install existing pool fencing Page 2 of 3 This proposal specifically excludes the following related items: o Additional Pavers or Additional Fencing There should be an adequate amount ofpavers and fencing to complete scope of work. We do not expect there to be any additional paver or fencing material cost, but will need to charge if additional materials are needed. o Deck Illuminations (Pole lighting) required for night time swimming o Deck Shower o Under deck drainage and decorative grates o Connections to storm drain by others o All electrical and bonding o Any field testing o Handicap Lift and anchor o Water service to filter units and waste water line from filter units to approved disposal area Theisen Brothers Gunite, lne. agrees to the following: o To keep this proposal valid and open for the period of thirty (30) days. o To provide all Workers Compensation Insurance and Liability Insurance within the limits required by the State of Florida. o To secure all applicable and required construction permits. o To provide all labor, materials and supervision to perform the described construction. o To perform all work in a professional and timely manner. This proposal is based on the following assumptions: o Soil quality and density is suitable for the referenced construction. o The location and relocation of existing underground utilities is the responsibility of the owner. o Adequate access and area exists to facilitate the referenced construction. o Engineering of any structure included in this proposal is the responsibility of the owner unless expressly itemized on page two of this proposal. o This proposal is contingent upon the acceptance of a mutually agreeable construction contract. o Utilities i.e.: Water, adequate electrical service and natural or liquid gas service will be provided to the designated pool equipment area by others. o Dewatering of the proposed construction area is limited to the capacity of a 1 HP electric pump. Additional dewatering is not included in this proposal. o It is the responsibility of the owner to provide adequate pool fill water. o If accepted this proposal will become part of the contract documents. Signed By4- Accepted By: atalie V please print name of acceptor Page 3 of 3 Date a v U ) Date I I -X91J For Departmi; OFFICE Fee Received $ - Check#-- From Application Type; (check box, see instructions on back) Initial Permit I ] Modification Operating Permit Transfer, change of owner or name Renewal STATE OF FLORIDA PERMIT DEPARTMENT OF HEALTH APPLICATION FOR A SWIMMING POOL OPERATING PE" 1, Project /Facility Name: Wyndham Swimming Pool - Cou Address of Pool: 2343 Blue Grouse Lane City: Sanford----, Z4 2. owner Name: Park Square Enterprises, LLC --E-Mail: Mailing Address: 5200 Vineland Rd. Suite 200 — OrlandoCity: -,State:. L3. Building Dept. Name: Sanford Mailing Address city seminoler,ountyfl.gov 407 4. Design Engineer/Architect Name, Richard M 727-442-8443PhoneNumber: 5. Pool Water Source (Name of Public Water UMEMES19LUM E-mail: rick@gardnercollins.com Municipal 6. Lighting (check one): (v) No Night Swimming Outdoor: Three foot candles overhead and 1/2 watt per square foot of pool si Indoor: Ten foot candles overhead and 8/10 watt per square foot of pool su 7. Pool Volume in Gallons: Main Pool 38,000 —Spa Pooh` ___ —Other.' NA 8, Pool Bathing Load: H Number & Type of Dwelling Units Served: 280 Non-Transii 9. Pool Dimensions: Width:- 291-211 Length:- 37' Area: 1,144 Perimeter:. 135 LF_Depth: 10. Water Treatment Equipment Manufacturer and Model: A) Recirculation Pump: Speck -IX Flow_2!_o GPM Vak-Pak AP30, Vacuum D.E (30) Elements 112,5B) Filter: Area;Sq. Ft. Flow Ga C) Disinfection Equipment: Stenner 45M5 Capacity Secondary Disinfection if Applicable): NA D) pH Adjustment Feeder:--§tenner 45M2 Capacity F1 Tpqt Kit Taylor K-2006 11 . Other Equipment Details: Pool Vacuum Pum) Pentair 34-0039, 1.5 HP t 50, acity_22 50 10 FIM MIT Seminole 32773 hone: 49J_-&Za:3Q%L_ I zip:_32811 32771 Zip 65-7050 ce area underwater a area underwater t Ix 91 Min. 30-611 TDH HP_ 5 lffi[Malffl DH 4159, 9/2015, Rule 64E-9.001(3), F.,kC. Page 1 of 2 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE -FEES. PHONE: 407.688.5052 FAX: 407.688.5051 DATE: Z als PERMIT NUMBER: / U BUSINESS/PROJECT NAME: ADDRESS: CONTACT NAME: PHONE: G j PLAN REVIEW INFORMATION j CONSTRUCTION [ ]C/O [ J FIRE ALARM . [ FIRE: SPRINKLER [ ]HOOD [ ]PAINT BOOTH []TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: e7i -1. aD 640-472x V 12" x 12" Grate and Frame Waterway grates and frames are compliant with the Virginia Graeme-Baker Pool and Spa Safety Act (ASME/ANSI A112.19.8-2007) and are UL Certified. They are designed for single or multiple drain use. This grate assembly Includes frame and stainless steel screws. Packed 6 per case. The Waterway 640-472x V series grates and frames are available in: O White 8 Black ® Gray G Dark Gray 10 Beige Model No. Description Size Total Open Area Floor Flow Rate Wall Flow Rate Flow Rate GPM Square Inches GPM M sft/sec 414 1PERP, qaT# ff— cr&rf' 8IM031 1. 79II1 19D 11, 3 Opening between dbs 166 tkNSA 1M 02011 Waterway Plastics 2200 Sturgis Road, Oxnard, CA 93030 • Ph. 805.981-0262 • waterway@waterwayplastics.com • www.watermypMsocs.com 807-0083.1011 MODEL 95 High Performance Plastic Commercial Pool Pump Features Largest one-piece housing design with integrated strainer basket and easy on/off two piece lid. Quiet and efficient medium head pump performance, This high performance pump comes complete with our unique mechanical shaft seal that allows the pump, if mistreated, to run dry for up to one hour. The pump can be used for pool water with a salt concentration of up to 5000 ppm. Suction and discharge are equipped with 4" quick disconnect unions for easy installation and maintenance. Wrench for unions and lid is included with each pump. Flanges are available on request. Available with a heavy duty energy efficient totally enclosed fan cooled (TEFC) or Open Drip Proof (ODP) motor designs. (Model 95-IX & Model 95-X requires o motor starter.) Motor is easy to remove without disturbing the plumbing. Reusable o-rings throughout. Two year warranty on the motor and all pump parts, including normal wear of the mechanical seal. Every pump is performance tested before leaving the Speck factory. Dimensional Drawing Nwr Halo., SPECK X Model 95-X Trademarks and Certifications JI / NRMSTONSF/FOANSIStd SO 31BBBa4 Applications In -ground pools High rate sand filter applications Water Features Performance Curves 1 1 3500 RPM 95.X GALLONS PER MINUTE DIMENSION SHIPPING MODEL L" WEIGHT 95-VIII 36.8" 75lbs. 95-IX 36.5" 140lbs. 95-IX (3PH) 34.0" 100lbs. 95-X (3PH) 36.5" 141lbs. 8125 Bayberry Road, Jacksonville, Florida 32256 USA I Phone: (904) 739-2626 1 Fax: (904) 737-5261 Website: www.speck-pumps.com Rev.112017 EFFICIENT, QUIET, RUGGED AND VERSATILE The SuperFlo pump is a product of more than 40 years of innovative hydraulic engineering. The result is an ability to move more water more eff icientty for lower operating cost and super -quiet operation. Plus, by performing with less effort, there's simply less wear and tear —and that means longer life for a higher return on your pump investment. With 1/2 HP-21/2 HP and single- and two -speed options, there's a perfect match to your application and assurance of minimum energy consumption. Cam and Ramp" Lid locks in place with a quarter -turn. Heavy-duty, high -service -factor, 56-square-flange motor for long life —commercial grade at a consumer price. Quiet operation due to superior internal flow design that reduces hydrautic noise. See -through lid permits easy inspection of strainer basket. The SuperFlo pump is a direct, and superior, replacement for the HaywardO Super Pump'. Select pump models are now ENERGY STAR(` certified. pentairpool.com THE STRONG SILENT TYPE The SuperFlo pump meets all the criteria for a superior pool, spa or water feature pump. It's super energy efficient, super quiet and super easy to maintain. Plus, it's designed with innovative materials that will stand up to the most demanding installations and conditions. Whether you're choosing your f irst pump or replacing older technology, the SuperFlo pump is definitely a super choice. Self -priming for quicker, easier start-up. 115-volt or 230-volt models available. Performance and pressure tested to ensure superior quality. UL/cUL listed. NSF certified. PERFORMANCE CURVES 30 100 90 25 80- 70 02 20 a15 6 50 c) o w ri 40 10 30 20 5 10 BEST EFFICIENCY SIZING if F G -- H 0. 0 10 20 30 40 50 60 70 80 90 100 110 120 130 U.S. Gallons per Minute 0 5 10 15 20 25 30 Cubic Meters per Hour Curve Key Part Number HP Curve Key Part Number HP E 348021 1/7 G 340038 1 F 348022 3/4 it 340039 1-1/2 G 348023 1 1 340040 2 H 348024 1-1/2 J 340041 2-1/2 AVAILABLE FROM: 1 34802 7_ A, F 34 3/4 J 368026 2-1/2 B,G 3400420042 1 E 340036 1/2 C,H 340043 1-1/2 F 340037 3/4 G.1 340044 2 111 A 1620 HAWKINS AVE, SANFORD, NC 27330 800.831.7133 WWW.PENTAIRPOOL.COM All Ponlair trademarks ano logos a-e owned by Pentair m ore of its global afhtiafcs. Supra Flo- and Cam and Ramp' arc trademat ks and/or regis(orod trademarks of Pentair Water Poot and Sna, Inc. and/or its affiliated companies it the United States and/or other co,ntres. Hayward a•d Supe• Pomp' arc regisle,ed tradc—arks of Ila)ma,d Irdust-ies, Inc Be(aise we are continuously improviro our products and services, Pentair reserves the right to cliange specdications without prior notice. Pentau is an equal opportunity employor. pumps • filters • heaters • heat pumps • automation • lighting • cleaners • sanitizers • water features • maintenance products 6/15 Part # P1-232 ©2015 Pentair Water Pool and Spa, Inc. All rights reserved. ® & Q CLASSIC SERIES SINGLE HEAD FIXED SPECIFICATIONS METERING PUMP LLISTER RSFO METERING PUMP IR79US @ICUS w a n! o TRr PUMP r TFalEO Rao mmRmerwauwaouleTo trrwrl et roR calrMn smx aoomr ttrPocxEotlrtE RRo wwhR oREr uo Rargra ax. C USA IPX4 cCFi:i 0 Intertek 94247 CONFORMS TO ANSI/NSF STD. SO 4uWmeot for trim Pods, spas, hotrecroUhtd water fedsties. USE ONLY TDTRMSVBSFso USTED CONTROLLERS Agencylistings vary by model. Contact factory for details. SHIPPING WEIGHT 8 Ibs (3.4 kg) FEATURES 3- point roller design assists in anti -siphon protection Pump head requires no valves, allows for easy maintenance Self -priming against maximum working pressure, foot valve not required Pump does not lose prime or vapor lock Pumps off - gassing solutions and can run dry Output volume is not affected by back pressure Injection check valve included with models rated up to 100 psi ( 6.9 bar) maximum Easy to change pump tube; lubrication is not required Pump tubes and pump heads interchange between models Models (Santoprene' only) tested by Water Quality Association to conform to ANSI/NSF STD 61 Fixed output models (Santoprene' only) tested by ETL to conform to ANSI/ NSF STD 50 only when used with ANSI/NSF STD 50 listed controllers This information is not intended for specific applicationpurposes. Sterner Pump Comparry reserves the right to make changes to pdces, products, and specifications at any time withoutprior notice. FSPECCSFX 042618 STENNER PUMP COMPANY Jacksonville, Florida USA www.stenner.com C Stenner Pump Company All Rights Reserved CLASSIC SERIES SINGLE HEAD FIXED SPECIFICATIONS FLOW RATE OUTPUT CONTROL Fixed output MAXIMUM WORKING PRESSURE 25 psi (1.7 bar), 100 psi (6.9 bar) MAXIMUM OPERATING TEMPERATURE 125°F(52°C) MAXIMUM SUCTION LIFT 25 ft (7.6 m) vertical lift, based on water MOTOR TYPE 1/30 HP, shaded pole, class B SHAFT RPM (average maximum) 26 or 44 DUTY CYCLE Continuous MOTOR VOLTAGE (Amp Draw) 12OV 6OHz 1PH (1.7) 220V 6OHz 1PH (0.9) 23OV 5OHz 1PH (0.9) 25OV 5OHz 1PH (0.9) POWER CORD TYPE 12OV 6OHz, 22OV 6OHz: SJTOW 23OV 50Hz, 250V 5OHz: HO5VV-F POWER CORD PLUG END 120V 6OHz NEMA 5-15P 22OV 6OHz NEMA 6-15P 23OV 5OHz CEE CEE7/7 25OV 5OHz CEE CEE7/7 MATERIALS OF CONSTRUCTION All Housings Polycarbonate Pump Tube Santoprene', FDA approved or Versilon- Check Valve Duckbill Santoprene-, FDA approved or Pellethane't Pump Head Rollers Polyethylene Roller Bushings Oil impregnated bronze Suction/Discharge Tubing, Ferrules Polyethylene, FDA approved Tube and Injection Fittings PVC or Polypropylene, NSF listed Connecting Nuts PVC, NSF listed Suction Line Strainer and Cap PVC or Polypropylene, NSF Listed, with Ceramic Weight All Fasteners Stainless steel Pump Head Latches Polypropylene FLOW RATE OUTPUT CHART Single Head Fixed - Flow Rate Output Chart 25 psi (1.7 bar) maximum ACCESSORY KIT SHIPPED WITH EACH PUMP 3 Connecting nuts 1/4" or 3/8" 3 Ferrules 1/4" or 6 mm Europe i Injection check valve 100 psi (6.9 bar) max. OR 1 Injection fitting 25 psi (1.7 bar) max. i Weighted suction line strainer 1/4", 3/8" or 6 mm Europe 1 20' Roll suction/discharge tubing 1/4" or 3/8", white or UV black OR 6 mm White Europe i Additional pump tube 2 Additional latches i Mounting bracket 1 Manual Santoprene' is a registered trademark of Exxon Mobil Corporation. Versilon' is a registered trademark of Saint-Gobain Performance Plastics. Pellethane' is a registered trademark of Lubrizol Advanced Materials, Inc. Model Item Number Prefix Pump Tube Gallons per Day I 0.13 rWN 0.27 ; 11.4 0.48 7.92 9.1 0.38 6.3245MP145MFL113.0 45MP2 45MFL2 2 10.0 0.42 0.89 37.9 1.58 26.32 30.3 1.26 21.04 451AP3 45MFL3 3 22.0 0.92 1.96 ; 83.3 3.47 57.85 66.6 2.78 46.25 45MP4 45MFL4 4 35.0 1.46 3.11 132.5 5.52 92.01 106.0 4.42 73.61 45MP5 45MFL5 5 50.0 2.08 4.44 189.3 7.89 131.43 151.4 6.31 105.14 851AP1 85MFL3 1 5.0 0.21 0.44 18.9 0.79 13.13 15.1 0.63 10.49 85MP2 85MFL2 2 17.0 0.71 1.51 64.4 2.68 44.65 51.5 2.15 35.76 85MP3 85MFL3 3 40.0 1.67 3.55 151.4 6.31 105.14 121.1 5.05 84.10 85MP4 85MFL4 4 60.0 2.50 5.33 227.1 9.46 157.71 181.7 7.57 126.18 85MP5 85MFL5 5 85.0 3.54 7.55 321.8 13.40 223.40 257.4 10.73 178.75 Approximate Output @ 60Hz Single Head Fixed - Flow Rate Output Chart 100 psi (6.9 bar) maximum Approximate Output @ 50Hz Injection check valve included with pumps rated 100 psi (6.9 bar) maximum. ONOTICE: The information within this chart is solely intended for use as a guide. The output data is an approximation based on pumping water under a controlled testing environment. Many variables can affect the output of the pump. sterner Pump Company recommends that all metering pumps undergo field calibration by means of analytical testing to confirm their outputs. The information contained in this Flyer is not intended for specific application purposes. Stenner Pump Company reserves the rightto make changesto prices, products, and specifications at any time without prior notice. 092467 RevD LPCUSI I xxx, LPCUNI I xxx LSCUSI I xxx, LSCUNI I xxx LPLUS11xxx, LSLUS11xxx LPWUSI I xxx Pour obtenir le manuel de I'usager en Francais consultez www.hayward-pool.ca. Hayward Pool Products 62o Division Street, Elizabeth N) 07207 www.hayward.com IMPORTANT SAFETY INSTRUCTIONS SAFETY WARNING: Do not open. Light has no user serviceable parts inside. Im- proper installation may result in death or serious injury to bathers or service personnel or others by way of electric shock. Disconnect electrical power before installing or servicing this equipment. Read and follow all instructions. This product to be installed by qualified personnel only. INSTALLATION DEPTH REQUIREMENT: Except when the fixture is installed in an area of the swimming pool that is not used for swimming and the lens is adequately guarded to keep any person from contacting it, the fixture must be installed in a wall or on a floor of a pool, spa, or water feature with the top of the lens opening not less than 4 in. and no more than 72 in. below the normal water level of the pool. Model Input (Volts, Amp, Watts) LPC 14 Vac, 60 Hz, 5 A, 70 W LS 14 Vac, 60 Hz, 2.5 A, 35 W LPW/LPL 14 Vac, 60 Hz, 5.4 A, 75 W IMPORTANT WIRING CHECKLIST Do not skip any steps in this or any section of the manual. The above safety warnings and the complete installation instructions in this manual have been read and fol- lowed. A SAFETY LISTED POOUSPA ISOLATION TRANSFORMER HAS BEEN USED TO SUPPLY 14 VOLTS TO THE FIXTURE. The transformer output wiring HAS NOT been tied or shorted to ground. The cord length has not been extended beyond the guidelines in this manual. The cord jacket is not damaged, cut or spliced except as noted below. Extensions or splices to the cord are only made in a safety listed Pool / Spa junction box or junction box trans- former system. The luminaire is firmly secured to the niche and cannot be removed without the use of a tool. The niche is properly bonded UNLESS a Hayward Universal ColorLogic Niche (LFGUY1000 or LGGUY1000) is used. The luminaire has been installed by qualified personnel in compliance with the National Electrical Code (NEC) or Canadian Electric Code (CE Code) and any applicable local codes and/or regulations. Installed by: of company Date: LEAVE THESE INSTRUCTIONS WITH PROPERTY OWNER 2 1SE fjNLY ItAYVVARD GE-ItIINEREPUCC,EMtt'rPARTS Introduction Congratulations on your purchase of a Hayward® Universal ColorLogic®/CrystaLogicT" LED Light. Welcome to a more colorful world, brought to you by Hayward, that generates colored light and effects using a microprocessor to control red, green, blue, and white LED's. Your Hayward Universal ColorLogic/CrystaLogic underwater pool or spa light has these special features: 1. Long-lasting LED's (light -emitting diodes) which can last up to 10 times longer than current incandescent or halogen pool and spa lights. 2. Multi color capability without any color wheels or moving parts to wear out. 3. Multi color program capability which allows you to select any one of 17 different programs,10 fixed colors, and 7 color shows in stand-alone mode. 4. When networked with a Hayward Pro Logic® pool/spa controller, Universal ColorLogic lights (LSCUN11xxx and LPCUN11xxx) are capable of 4 additional shows,101 fixed light colors and offer custom speed, brightness and motion control. 5. Offers spectacular brilliant light with low power consumption. Uses up to 86% less energy than a typical incandescent pool light. The 12 volt Hayward Universal ColorLogic and CrystaLogic LED (light -emitting diode) underwater lighting fixtures you have purchased are UL Listed to be installed in all Hayward or any other manufacturer's light fixture housing (niche). Installation of light and niche must be in accordance with Article 680 of the National Electrical Code (NEC) and any applicable local codes. Ensure that your niche is properly grounded and bonded. NOTE: the Hayward LFGUY1000 low profile, all plastic niche does not require bonding or grounding. Because of the all plastic design with an impact resistant lens, these lights can be installed as little as 4 inches (10cm) from below the normal water level of the pool or spa to the top of the lens. It can also be installed upward facing on a floor without a rock guard for pools, spas, lighting ponds, fountains, or water falls. Important Note When Installing LFGUY1000 Niches in Concrete/Gunite Pools: LFGUY1000 Niche: A gunite/plaster shield is provided to protect the niche and ring during construction. The shield is designed to be installed during the gunite and plastering process. When finished guniting, pull on the tab and remove the outer ring of the shield. Keep the shield in place while plastering and until the light is ready to be installed. GIVE THESE INSTRUCTIONS TO POOL/SPA OWNER AFTER INSTALLATION USE ONLY HAYWARID GENUINE REPLACEMENT PARTS s; ,.e . i 4 tt e.:.m , } n ar x^•,,i e u ... tl:+ :' 3` i l.0 Installation If replacing an existing light, remove power to the light at the panel before starting this installation. Installation must be performed in accordance with Local and NEC codes. Cord Length and Minimum Required Voltage When installing Universal ColorLogic/CrystaLogic low voltage lights, the length of the cord has an effect on performance. To prevent performance problems, verify the transformer is providing the minimum required voltage according to the table below. To check this voltage, measure the voltage at the transformerwhilethelightis "on" and operating in "white" mode. In some cases, a voltage greater than 12 volts is required due to a long cord run, Some transformers pro- vide higher voltage taps for this purpose; check your transformer manufacturer's installation instructions for details. When using Hayward or other transformers that offer a 14v option, we suggest that you always use the 14 vott tap. Product Total Cord Length from Transformer Minimum Required Voltage at to Light Transformer 12v Universal 30 ft 12 -14 volts 50 ft 13 -14 voltsColorLogicor CrystaLogic Pool Light 100 ft 14 volts 12v Universal 30 ft 12 - 14 volts ColorLogic or CrystaLogic 50 ft 13 -14 volts 100 ft 14 voltsPoolLight Install Niche (new installations) NOTE: For installation of Hayward niches, see installation instructions provided with the unit The light fixture must be installed in a wall or on a floor of the pool or spa with the top of the lens not less than 4 inches (10 cm) below the normal water level of the pool except when the fixture is installed in an area of the swimming pool that is not used for swimming. Select a location for the light fixture(s) that will give optimum light dispersion for the pool or spa design. Be sure to consider the direction of emitted light and take care not to point lights directly at the house or outdoor living spaces. 4 in 00cm) IMINIMUM J, c r 4 Iin Install Junction Box or Junction Box Transformer When using a wallmount low voltage transformer, a junction box should be installed to make the connection to the pool/spa light. If using more than one light, an adequate amount of single or double outlet junction boxes will be required. Alternatively, Hayward low voltage junction box transformer kits (LTBUYI I H65) can be used when in -line transformers are desired. Refer to page 10 for more information. IMPORTANT. 300 watt (LPLUS11xxx) and 500 watt (LPWUS11xxx) CrystaLogic lights must be used with low voltage transformers rated 100 watts or greater. Do not use with Hayward LRBUYI I xxx and LTBUYI I H65 Junction Box Transformers. Junction boxes must be installed not less than 48 inches (1.22 m) from the edge of the pool or spa. Run conduit from the niche up to the junction box such that the junction box is not less than 8 inches (20 cm) above the maximum pool or spa water level, or not less than 4 inches (10 cm) above the ground, whichever is greater. Additional conduit should be run from the junction box to the power supply, switch panel, pooVspa controller, etc. 48 in. (1.22 m) Minimum yl .If' If JIf to Power Supply or Switch If If4f If if to other Junction Box(es) Optional) USE -it H IYWARD C,1?N,lilNf_,RE 1,6, C%MEIJT Pf Mounting the Hayward Universal ColorLogic/CrystaLogic LED Light into Hayward Niche LFGUY1000 NOTE: Be sure that the trim ring is detached from light before attempting to install. Turn trim ring counter clockwise to detach. You may have to gently use a screwdriver in one of the 4 slots (located at 1,5,7 and 11 o'clock) to help turn the trim ring. The Universal ColorLogic/CrystaLogic Light offers a unique tool -less design when used with the LFGLN1000 niche. To prepare for installation, remove the mounting screw and spacer from the top of the light (this will not be needed) and verity that the Twist Lock Latch is installed (Figure 1). The latch is removable and extras are included with the niche. The Twist Lock latch will allow the light to fasten to the LFGUY1000 niche without the need for tools. Coil up 3-4ft of extra cord (up to 15ft can be coiled if necessary) and insert it in the LFGUY1000 niche. To mount the light, insert it into the niche with the mounting hole located at the 11 o'clock position. Twist the light fixture clockwise until it firmly locks. The mounting hole should now beat the 12 o'clock position Figure 2). Install the trim ring by positioning the HAYWARD logo at the 11 o'clock position onto the light fixture. Twist the trim ring clockwise until it firmly locks. The Hayward logo should now be in the 12 o'clock position (Figure 3). To remove the Universal ColorLogic/CrystaLogic LED Light from the LFGUY1000 Niche: Remove the trim ring by turning it counter clockwise. If removal is difficult, carefully insert a flat head screwdriver in one of the four front slots to help rotate the trim ring. With the trim ring removed, insert a #2 phillips head or any small screwdriver into the access hole as show below (Figure 4). Pushing straight into the hole will release the lock, allowing you to rotate the light counter clockwise. Remove the screwdriver and continue to rotate the light until it can be removed from the light fixture. Remove screw i Factory installed Insert and rotate Twist Lock Latch 1\I I LFGUY1000 Figure 2 `Universal ureFigure1g ColorLogic Light Rotate trim ring until it locks logo should be at 12 o'clock) Figure 3 s To remove light from LFGUY1000 niche, insert #2 phillips head screwdriver into this hole and rotate light counter -clockwise. Fi PRRfiSSfSt,,E fdtYFNAYV LARD GENUINE RE:PLIkGEA±{, PfT .: Mounting the Hayward Universal ColorLogic/CrystaLogic LED Light to other Niches The Hayward Universal ColorLogic/CrystaLogic light is designed to install in virtually all niches. Refer to the chart below for a list of compatible niches and check the Hayward website for the very latest compatibility information. In the interest of improving our products, if you find a niche that we have not listed or ifyou find that our list is inaccurate, please contact Hayward and provide feedback. We will send you a small gift in exchange for your time. Hayward® Purex® American® Pentair® (may need to use spacer - see page 8) Anthony® Sta-Rite (may need to drill out tab - see page 8) CHD® Swimquip® (may need to drill out tab - see page 8) Jandye Hydrele (may need to use "tab extender' - see page 8) PacFabe Paragon® (may need to use "tab extender" - see page 8) NOTE: You may need additional installation instructions on page 8. Before starting the installation, remove the trim ring from the light fixture by holding the light fixture firmly and rotating the outer trim ring counterclockwise until it detaches. Note that the light comes with the removable Twist Lock Latch factory installed for mounting into a Hayward niche LTGUY1000. In most cases, the latch will not interfere with other installations. If you find that the latch prevents the installation in your niche, remove it by pulling it off of the two pins. The Universal ColorLogic/Crystal-ogic lights have multiple screw and clip positions to fit most every niche. With the trim ring removed, coil up the extra cord and insert it in the niche behind the light fixture. To mount the light fixture, position the fixture with the mounting screw at the top (12 o'clock position). Insert the bottom hook of the light into the niche (6 o'clock position), then pivot the top of the fixture up and secure it with the mounting screw. Be sure the hook on the bottom catches on the niche. Install the trim ring by rotating it clockwise until it locks. When removing the fixture from the niche, remove the trim ring, unscrew the mounting screw, tilt the top of the fixture out, and lift it up and out. Fasten with included screw. C insert in niche. Install Trim Ring with logo positioned at 11 o'clock Place hook on bottom of light into niche at 6 o'clock position then pivot top of light into niche. Rotate Trim Ring clockwise until it locks. SE C NLY HAYuU1fARB4'GENUCIE REP -ACtMfIWTfPRRTSx t r .z Universal CobrLogic Ught Ffl Plesdc Spaoer W to sbt PENTAIR NICHE For some installations into Pentair® niches, the plastic spacer must be used. Drill two 5/16" Holes Remove Tab after drilling For some installations into Sta-Rite® and SwimOuip® niches, the bottom tab may need to be removed. For some installations into Pargon® and Hydrel® niches, the "tab extender" LPXADAPTI (purchased separately) may be required. Install Wiring using a Wallmount Transformer A suitable transformer must be installed which is agency listed for low -voltage swimming pool and spa lights (Hayward LTBUY11300, Intermatic®model PX100/ PX300, or equivalent). The transformer must be rated at or above the total wattage used by all attached light fixtures. Up to four Universal ColorLogic/Crysta- Logic LED lights (three pool lights max.) can be connected to a single Hayward LTBUY11300 transformer. Run conduit from the junction box to the low voltage transformer, pool/spa controller, or switch box. Snake 2 wires through the conduit from the junction box tothepowersupply. If multiple lights are being installed, run additional conduit/wires from the junction box to the additional junction box(es). When wiring multiple lights to the same 12 volt source, do not exceed the transformers's total rated wattage. Refer to the manufacturer's specifications and instructions for run length and wiring size. Use wire nuts to connect the field -installed wiring to the light fixture cord in the junction box. Pool Controller, Timeclock or Switch Hayward LTBUY11300 Wallmount Transformer or equivalent /— O To other junction box(es) Optional) Junction if Box 2 ill fr all yr a 4 If yr ff fr To Hayward Universal if alr yf ColorLogic/CrystaLogic LED Light ffll I yr yr ff if if alr To Hayward Universal ColorLogidCrystaLogic LED Light Install Wiring using a Hayward Junction Box Transformer Hayward offers pool/spa light transformers designed to fit into various manufacturer's junction boxes. Refer to the table on this page to determine which model transformer will fit your type of junction box. These transformers are designed to power a single Hayward ColorLogic/CrystaLogic LED light. If more than one light is installed, multiple junction box transformers must be used. IMPORTANT. 300 watt (LPLUS11)xx) and 500 watt (LPWUS11xxx) CrystaLogic lights must be used with low voltage transformers rated 100 watts or greater. Do not use with Hayward LRBUY11xxx and LTBUYI I H65 Junction Box Transformers. Run conduit from the junction box transformer to the pool/spa controller or switch box, Snake 3 wires through the conduit. Connect the ground wires to the ground terminal connections inside the junction box. Use wire nuts to connect the field -installed wiring to the 120V side of the transformer and the Universal ColorLogic/CrystaLogic LED light cord to the low voltage side of the transformer. Refer to wiring diagram below. Swit 10 Junction Box Junction Box Hayward Rating GangManufacturerModelTransformer Sp680 Hayward' Sp681 LRBUYI I H65 70 watt single LTBUYI I H65 78310500 Pentair° 78310600 LRBUYlIP65 70 watt single 78310700 ThermoCraft' JBP75175 LRBUYlIT65 70 watt single Junction Box Transformer y yl ,ll Iryfy r yf yr y( I yf. yf ' '' To Hayward ColorLogic LED Light 120V \ Black hot) h Yellow low 120V voltage leads whiteneutral) a I c.w e BondingwireApleat6conduit Low vohage120V homtoUniversal r . pool controllerColorLooggro 4 or switchlEDLght ;, f. For Network Control Only: Hayward LKBUN1000 Coupler The Hayward LKBUN1000 is a coupler that is designed to be used with Hayward Pro Logic® PS Pool/Spa Controllers and an AQL-COLOR-MODHV Modem. Together, these components allow the user to have complete network control over the installed Universal ColorLogic light(s) using the Pro Logic Controller using software version 4.45 or greater. When using network control, custom colors and custom light shows can be programmed for each or all lights. An LKBUN1000 is required for each transformer in use and is designed to install into the Hayward LTBUY11300 300 Watt and Hayward Junction Box transformers. Refer to the LKBUN1000 installation manual for mounting and wiring instructions. See 'Networking" on page 13. Replacement Parts UNION Pool Light Parts ITEM PART NUMBER DESCRIPTION QTY 1 LN(x)UY1000 Pool Trim Rings 1 2 SPX0800Z1 Metal Light Screw Kit 1 3 SPX0800RW Spacer Washer for Pool Light 1 4 SPX0800LPAK2 Twist Lock Latch 1 5 LPXADAPTI Tab Extender 1 Spa Light Parts ITEM PART NUMBER DESCRIPTION QTY 1 LQ(x)UY1000 Spa Trim Rings 1 2 SPX080OZ1 Metal Light Screw Kit 1 Operation Universal ColorLogic Light modes The Hayward Universal ColorLogic light is designed to operate in one of four modes; Universal ColorLogic (default), ColorLogic 4.0, ColorLogic 2.5 & earlier and Pentair SAM. Universal ColorLogic mode (default): The light is shipped in this mode. Use this mode for new installations and for installations with other Universal Col- orLogic lights. ColorLogic 4.0 mode: Use this mode when installing your new light in systems with ColorLogic 4.0 lights. The Universal ColorLogic light will be "seen" as another ColorLogic 4,0 light and will operate in the same manner as the others. ColorLogic 2.5 & earlier mode: Use this mode when installing your new light in systems with ColorLogic 2.5 & below lights. The Universal ColorLogic light will be "seen" as another ColorLogic 2.5 & earlier light and will operate in the same manner as the others. Pentair SAM: Use this mode when installing your new light in systems with Pentair SAm® or SAL® lights. The Universal ColorLogic light will be "seen" as another Pentair SAm®/SAL® light and will operate in the same manner as the others. How to change modes: 1. Turn on lights and then turn off for between 11-15 seconds. 2. Turn on lights and then turn off for between 11-15 seconds. 3. Turn on lights and then turn off for between 11-15 seconds. 4. The light should blink one of 4 colors indicating which mode it is currently in. Refer to the table below to determine which mode the Universal ColorLogic is in. Note that new lights are shipped from the factory in Universal ColorLogic mode (blinking red). Mode Color Universal ColorLogic Red ColorLogic 4.0 Green ColorLogic 2.5 Blue Pentair SAM White 5. To change modes, turn light off and back on. The light will then advance to the next mode. Continue this method until you arrive at the desired mode. 6. When the light is in the desired mode, remove power from the lights for at least one minute. 7. The light will restart in the new mode the next time it is turned on. CrystaLogic Light Dimming (White Light) The CrystaLogic light can be adjusted to operate at different light intensities. To change light intensity, follow the procedure below. 1. Turn on lights and then turn off for between 11-15 seconds. 2. Turn on lights and then turn off for between 11-15 seconds. 3. Turn on lights and then turn off for between 11-15 seconds. 4. The light will blink indicating which mode it is currently in. Mode 1 (1 blink) - 100% intensity Mode 2 (2 blinks) - 60% intensity Mode 3 (3 blinks) - Variable intensity, Once the desired mode is saved, the user may select among 5 brightness levels by briefly toggling power (100%, 80%, 60%, 40%, 20%, 40%, 60%, 80%,100%, 80%, etc. ) 5. To change modes, turn light off and back on. The light will then advance to the next mode. Continue this method until you arrive at the desired mode. 6. To save, remove power from the lights for at least one minute. 7. The light will restart in the new mode the next time it is turned on. 12 itS,C,IKY N,A,, APAPU N: REPiA EAi EN'PiARfi S Operating the Universal ColorLogic The Universal ColorLogic light is controlled through power -cycling: a method of changing light programs which requires no special controller or interface. To activate the light, simply turn on the switch. To deactivate the light, turn off the switch. To advance to the next light program (fixed color or color show), turn the switch off, then back on within 10 seconds. When the light has been off for over 60 seconds, and is first turned on, it will come on to white for 15 seconds for quick clear view of your pool, then go to the last fixed color or color show it was running. Light Synchronization If your pool or spa has multiple Hayward Universal ColorLogic LED lights, they may be operated independently, or they can be easily synchronized so they will all display the same colors and shows at the same time. For light synchronization, all lights must be wired to the same switch. Once installed, all lights should be automatically synchronized, however, if they get out of sync, they can be re -synchronized easily. To re -synchronize your lights, turn the switch on, then back off, then wait between 11 and 14 seconds and turn the switch back on. When the lights come back on, they should enter program #1, and be synchronized. Programs When in Universal ColorLogic mode (default), the Universal ColorLogic light has the capability to display 17 different programs; 10 fixed colors and 7 color - changing shows. These programs are advanced using power -cycling (quickly powering the lights on, then off, then back on). The programs are listed below: 1. Show -Voodoo Lounge 2. Fixed -Deep Blue Sea 3. Fixed -Royal Blue 4. Fixed-Aftemoon Skies 5. Fixed -Aqua Green 6. Fixed -Emerald 7. Fixed -Cloud White 8. Fixed -Warm Red 9. Fixed -Flamingo 10. Fixed -Vivid Violet 11. Fixed -Sangria 12. Show -Twilight 13. Show -Tranquility 14. Show -Gemstone 15. Show -USA 16. Show -Mardi Gras 17. Show -Cool Cabaret Refer to the included color card as a quick reference to the available programs. Networking Using a ColorLogic modem AOL-COLOR-MODHV and Coupler LKBUN1000, owners of Hayward Pro Logic PS pool/spa controllers using software version 4.45 or greater can network their LSCUNI I xxx and/or LPCUNI I xxx Universal ColorLogic light(s) allowing them to fully control the color, speed, motion and brightness of preset light shows. If the lights will be networked, refer to the AOL-COLOR-MODHV ColorLogic Network module for operation instructions. Troubleshooting If you have a problem with your Hayward Universal ColorLogic/CrystaLogic light, please try the following tips before calling for service: PROBLEM: Universal ColorLogic Light will not advance to the next program when it is power -cycled (turned "off" and then back "on"). SOLUTION: Do not power -cycle the switch too rapidly. Leave it off for at least 1 second before turning it back on. PROBLEM: Universal ColorLogic Light goes to white whenever it is power -cycled (turned "off" and then back "on"). SOLUTION: Be sure that you power -cycle the light for less than 10 seconds. 13 i PROBLEM: Multiple Universal ColorLogic Lights are not correctly synchronized. SOLUTION: Verify that the Universal ColorLogic light is in the proper mode (page 12). Follow the steps in these instructions to re -synchronize the lights. PROBLEM: Light will not come on. SOLUTION: Check input power to transformer and then light. Check ground fault and reset if necessary. PROBLEM: Light will not come on or light cycles on and off. SOLUTION: Depending on cord length and operating voltage, automatic thermal switch may be cycling due to excessive air/pool water temperatures (over 1050F). Temporarily switch to a cooler color (Deep Blue Sea, Royal Blue, etc.) until air/water temperatures cool off. Hayward® Pool Products Limited Warranty To original purchasers of this equipment, Hayward Pool Products, Inc. warrants its Universal ColorLogic® and CrystaLogic'" pool and spa lights, niches, pool light transformers, and couplers to be free from defects in materials and workmanship for a period of ONE (1) year from the date of purchase, when used in single family residential applications. The limited warranty excludes damage from freezing, negligence, improper installation, improper use or care or any Acts of God. Parts that fail or become defective during the warranty period shall be repaired or replaced, at our option, within 90 days of the receipt of defective product, barring unforeseen delays, without charge. Proof of purchase is required for warranty service. In the event proof of purchase is not available, the manufacturing date of the product will be the sole determination of the purchase date. To obtain warranty service, please contact the place of purchase or the nearest Hayward Authorized Service Center. For assistance on your nearest Hayward Authorized Service Center please visit us at www.hayward.com. Hayward shall not be responsible for cartage, removal, repair or installation labor or any other such costs incurred in obtaining warranty replacements or repair. The Hayward Pool products warranty does not apply to components manufactured by others. For such products, the warranty estab- lished by the respective manufacturer will apply. The express limited warranty above constitutes the entire warranty of Hayward Pool Products with respect to its' pool products and is in lieu of all other warranties expressed or implied, including warranties of merchantability or fitness for a particular purpose. In no event shall Hayward Pool products be responsible for any consequential, special or incidental damages of any nature. Some states do not allow a limitation on how long an implied warranty lasts, or the exclusion of incidental or consequential damages, so the above limitation may not apply to you. This warranty gives you specific legal rights, and you may also have other rights, which vary from state to state. 14 NJ PRODUCT REGISTRATION Retain For Your Records) DATE OF INSTALLATION Retain this Warranty Certificate (upper portion) in a safe and convenient location for you records. 8< DETACH HERE: Fill out bottom portion completely and mail within io days of purchase/installation or register online. UNDERWATER LIGHTING FIXTURE Warranty Card Registration Please Print Clearly: First Name Last Name Street Address City State Zip Phone Number Purchase Date E-Mail Address Serial Number Model Number Pool Capacity U.S. Gallons) Years Pool has tieen In service it year i-3 4.5 6-io u-i5 0 n5 Purchased from aunder Retailer OPool Service lntemet/Catalog Company Name - Address':=_ C6hcrcie%Gunite a.Flberglass :Yrryl ' ., New Installation Replacement . 3 e Ins'tallationjfor-, ,: L -,. w ' ln'Ground yr' ©SQa c ar t® c Please include me on all e-mail communications regarding Hayward Equipment or promotions. Mail o: Hayward Pool Products, 620 Division Street, Elizabeth, NJ 07207 Attn: Warranty Dept or REGISTER YOUR WARRANTY ONLINE AT WWW.HAYWARD.COM 1111111111111111111111 092467 FOR FURTHER INFORMATION OR CONSUMER TECHNICAL SUPPORT, VISIT OUR WEBSITE AT www.hayward.com k Hayward is a registered trademark and Colort-Dgk and Crystaloglc are trademarks of Hayward Industries, Inc. O 2014 Hayward Industries, Inc. Ali other trademarks not owned by Hayward are the property of their respecU+e owners. Hayward is not in any way affiliated with or endorsed by those third parties. ONl1MA1 fifARD GElk1 F€sitROkGE1NENT PRF . I ITERMATIC° PX SERIES LOW VOLTAGE LANDSCAPE AND SWIMMING POOUSPA LIGHT TRANSFORMERS Model: PX100 and PX100S -100 W Transformers INPUT: 120 VAC, OUTPUT: 12 VAC or 13 VAC Model: PX300 and PX300S - 300 W Transformers INPUT: 120 VAC, OUTPUT: 12 VAC, 13 VAC or 14 VAC Suitable for direct connection to underwater lights and for Indoor/Outdoor installations except in CANADA - Low Voltage Landscape Lighting installation - Outdoor only. Read and follow the safety instructions listed below and other basic safety precautions before installation or operation of this transformer and other associated equipment. Risk of Fire or Electrical Shock If installation involves running wire through a building structure, special wiring methods are needed. Do Not submerge transformer. Do Not exceed the maximum ratings of individual components, wiring devices, and current carrying capacity of conductors. Select cable for each secondary output in accordance with tables in this manual. Select power source by combining bulb wattage. For landscape lighting appliances, low voltage cable shall be buried a maximum of 6 inches (15.2 cm) in order to connect to the main low voltage cable. These Safety Transformers are specifically designed to supply 12 volts to pool/spa lights, submersible fixtures and outdoor garden lights. The built-in circuit protection will disconnect power to the transformer in case of defect or overload. These transformers are suitable for direct connection to underwater Pool and Spa lights. SPECIFICATIONS Enclosure Size: 7 'b" (19.4 cm) high x 5 lb" (13.3 cm) wide x 4 1/2" (11.4 cm) deep. Mounting brackets top and bottom. Enclosure Type: (A) 0.048" corrosion resistant steel with electrostatically applied beige coating. (B) 0.036" stainless steel. Knockouts: Total of ten 1/2"-3/," combination. 4) bottom, (2) right side, (2) left side, (2) back. Model Input 60 Hz. Secondary Output Enclosure TypeLampWatts(W) Voltage (VAC) PX100 120 VAC 1 A Max. 100 Max. 12 or 13 A PX100S 120 VAC 1 A Max. 100 Max. 12 or 13 B PX300 120 VAC 3 A Max. 300 Max. 12, 13 or 14 A PX300S 1 120 VAC 3 A Max. 300 Max. 12,13 or 14 B Any combination of bulbs, any tap. 1 INSTALLATION For field wiring information, please refer to the instructions attached to inside of front cover. Make sure that all unused taps (leads) are separately insulated. Use the following tables as a guide to determine the correct wire size. The voltage at lamp terminals after installation should be 12 t 0.3 VAC. Voltages above 12.3 VAC at the light may cause the internal safety fuse of the transformer to switch off and on. To prevent this from happening follow chart below for correct voltage and wire gauge selection. 1. Select power source by combining Bulb wattage. 2. Determine length of cable run(s). 3. Determine wire gauge needed to deliver necessary power. 4. Connect cable to output tap of transformer given in table. 120 VAC Primary Input - 100 W Output Distance* Feet 2#6AWG 2#8AWG 2#10AWG 2#12AWG 2#14AWG 5 ft. 12 VAC 12 VAC 12 VAC 12 VAC 12 VAC 30 ft. 12 VAC 12 VAC 12 VAC 13 VAC 13 VAC 60 ft. 12 VAC 12 VAC 13 VAC 13 VAC 90 ft. 12 VAC 13 VAC 13 VAC 120 ft. 13 VAC 13 VAC 150 ft. 13 VAC 13 VAC 180 ft. 13 VAC 210 ft. 13 VAC 240 ft. 1 13 VAC Length of run to light from transformer. 120 VAC Primary Input - 300 W Output Distance* Feet 2#6AWG 2#8AWG 2#10AWG 2#12AWG 5 ft. 12 VAC 12 VAC 12 VAC 12 VAC 10 ft. 12 VAC 12 VAC 12 VAC 13 VAC 20 ft. 12 VAC 12 VAC 13 VAC 13 VAC 30 ft. 12 VAC 13 VAC 13 VAC 14 VAC 40 ft. 13 VAC 13 VAC 14 VAC 50 ft. 13 VAC 13 VAC 14 VAC 60 ft. 13 VAC 14 VAC 70 ft. 13 VAC 14 VAC 80 ft. 13 VAC 14 VAC 90 ft. 14 VAC 100 ft. 14 VAC 110 ft. 1 14 VAC Length of run to light from transformer. LANDSCAPELIGHTING APPLICATIONS Use only CSA or UL certified low -voltage cable. Low voltage cable shall be buried a maximum 6 inches ( 15.2 cm) in order to connect to the main low voltage cable. Transformer Wattage (W) Minimum Gauge AWG 300 12 100 16-14-12 LIMITED ONE-YEAR WARRANTY If within the warranty period specified, this product fails due toa defect in material or workmanship, Intermatic Incorporated willrepair orreplace k at itssole option, free of charge. Thiswarrantyisextendedtotheoriginalhouseholdpurchaseronlyandisnottransferable. This warranty doesnot apply to: (a) damage tounitscaused by accident, dropping or abusein handling, acts of God or any negligent use; (b) units which have been subject to unauthorized repair, opened, taken apart or otherwise modified; (c) units not used in accordance withinstructions; (d) damages exceeding the cost of the product; (e) sealed lamps and/or lamp bulbs, LED's and batteries; (0 the finish on any portion of the product, such as surface and/ or weathering, as this is considered normal wear and tear, (g) transit damage, initial installation costs, removal costs, or reinstallation costs. INTERMATIC INCORPORATED WILL NOT BE LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES. SOME STATES DO NOT ALLOW THE EXCLUSION OR LIMITATION OF INCIDENTAL OR CONSEQUENTIAL DAMAGES, SO THE ABOVE LIMITATION OR EXCLUSION MAY NOT APPLY TO YOU. THIS WARRANTY IS IN LIEU OF ALL OTHER EXPRESS OR IMPLIED WARRANTIES. ALL IMPLIED WARRANTIES, INCLUDING THE WARRANTY OF MERCHANTABILITY AND THE WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY MODIFIED TO EXIST ONLY AS CONTAINED IN THIS LIMITED WARRANTY, AND SHALL BE OF THE SAME DURATION AS THE WARRANTY PERIOD STATED ABOVE. SOME STATES DO NOT ALLOW LIMITATIONS ON THE DURATION OF AN IMPLIED WARRANTY, SO THE ABOVE LIMITATION MAY NOT APPLYTO YOU. This warranty service is available by either (a) returning the product to the dealer from whom the unit was purchased or (b) completing a warranty claim online at www. intermatic. com. This warranty is made by: Intermatic Incorporated, Customer Service 7777 Winn Rd., Spring Grove, Illinois 60081-9698. For warranty service go to: httpJ/www. Intermatic. com or call 815-675-7000. Because of ourcommitment to continuing research and improvements, Intermatic Incorporated reserves the ngnt to maKe cnanges, wrrnum nonce, m me syccmwuuno miu , a« a, containedhereinandshallnotberesponsibleforanydamages, direct or consequential, caused by reliance on the material presented. INTERMATIC INCORPORATED, SPRING GROVE, IL 60081-9698 http:// www.intermatic.com 2 I W MMW G. 4aA w rpm snxe UUM Co ment from Th iset 3rothe s Pools: AT LOX x sting pool to , ren ved an new pool to be build will n the s me dec dimension i. 36 PIC se see the drawing for new Rol size 39 ' fo print. N pool to ollow the existing e° x 0°W ° em gr a eleva ons f&,th pool and eck. 12 4 UWALL ?a it 9 N89'51'1 328.48' 7DN1 f- DATr — Ok to install 22'x35' community pool and 58.5'x6o,25' deck with setbacks shown on plan. Due to the reduced front yard setback along Blue Grouse lane, additional landscaping shall be provided prior to issuance of Certificate of Completion. Contractor shall coordinate the additional proposed landscaping with Sabreena Colbert and Russ Gibson in the Planning Department prior to installation. D-46a,6S ACC OVIED iMpD rc T o,J i0 PL004J TL O t2t eb,J S 2 U CT bo t- E 41 seas 82 ecawce =i mx r WTn MLTW 83 84 85 86 CONDITIONS OF APPROVAL L PINE WAY BUFFER PLAN - 75' LOT WOTH MINIMUM ALONG PIKE WAY. MIN 10' SIDE YARD SETBACKS, SINGLE. STONY, 50' OPEN SPACE/BUFFER PLUS SETBACKS, 6' MASONRY WALL (STYLE AS ACCEPTABLE TO CITY) AT FINISH GRADE, OPAQUE BEHIND RESIDENCES,. DECORATIVE ALUMINUM WIN BRICK PILLARS SET RETENTION AREAS 2. BRISSON BUFFER PLAN - 40' LOT WIDTH MINIMUM ALONG BRISSON, MIN 5' SIDE YARD SETBACKS, 5' MAS(RWRY WALL STYLE AS, ACCEPTABLE TO CITY) AT FINISH GRADE 3. LANDSCAPES- EQUAL TO OR EXCEED THE SPECIMATIONS PROVIDED TO THE KAYOS LANDING SUBDIVISION. 4: MAIL KIOSKS VAIN PARKING - COORDINATELOCATION AND TYPE'174 UNITED STATES POST O=FICE AUTHORITIES. rI 5. RECREATION/PRONDE FOR FUTURE AIR CONDITIONED COMMUNITY MEETING FACILITY (SHOULD H.O.A. DEEM NEEDED) (( AREAS - TRACT. I AVAILABLE. - 6. WATER,. SEWER, AND.. RECLAIMED - PROVIDE STUB OUT TO PINE WAY. 7: HOMEOW`ER'S.ASSOCIATION DECLARATIONS, RESTRICTIVE COVENANTS, CCNOIRONS AND EASEMENTS (WITH CITY HAVING ENFORCEMENT RIGHTS) SHALL PROVIDE THAT - A) MAXIMUM OF 2 COMMUNITY -WAGE (YARD) SALES PER YEAR; 8) HOMEOWNER'S ASSOCIATION SHALL MAINTAIN ALL OPEN SPACES/BUFFERS INCLUDING. BUT NOT UNITED 10, ALL RIGHTS -OF -WAD ADJACENT TO THE'OEVELOPMENT; g RETENTION AREAS. ALL :DESIGNED'. AS WET, ALL MtTFH FOUNTAIN FEATURE. ti IL ALL PROPERTI€S. WITHIN THE PD WLL BE SUBJECT TO AN AIRPORT ANGARON EASEMENT IN A FORM; ACCEPTABLE TO THE CITY WHICH SHALL BE NOTED ON ALL PLATS AND OTHER DOCUMENTS RELATING TO THE PD. I0. ENTRANCES TO RE 20 MINIMUM ON BOTH SIDES OF ISLAND. It. ENTRANCE ON BRIS50N EAST SHAM BE IN ALIGNMENT WTH BRISSON WEST PROJECT. 12. BUS SHELTER SHALL BE PROVIDED ON OR ADJACENT TO SITE - COORDINATE WITH SEMINOLE COUNTY SCHOOL DISTRICT. 13. ADDITIONAL TRAM, C CALMING MEASURES MAY BE REQUIRED OURNG SP.REVIEW PROCESS. 14. PHASING PLANS SHALL BE REVIEWED AND APPROVED DURING SP REVIEW PROCESS. •sewer oaNsv wnn 15. STREET NAMES SHALL BE SUBJECT TO REVIEW AND APPROVAL BY CITY STAFF IN ACCORDANCE WITH E-911 STANDARDS a Bmz+aal( 16. ALTERNAIING'FINISHES (.E. BRICK. STONE, WOOD, STUCCO, ETC.) SHALL BE PRONGED ON THE FACADES IN ORDER. TO ENSURE THAT A VARIETY OF FACADES ARE USED THROUGHOUT THE COMMUNITY. 17. RIGHT-OF-WAY DEDICATIONS OR EASEMENTS SHALL BE PROVIDED ALONG PINE WAY AND BRISSON AVENUE ASREQUIREDBYSEMINOLECOUNTYORTHECITY 18, THERE SHALL BE NO BUILDING PERMITS ISSUED FOR VERTICAL CONSTRUCTION (RESIDENCES OR COMMUNITY AMENITIES) UNTIL ALL REQUIRED STE IMPROVEMENTS FOR EACH PHASE: HAVE BEEN COMPLETED A MODEL CENTER MAY BE CONSIDERED FOR AWARD OF A BUILDING PERMIT BY CITY STAFF AS, AN EXCEPTION BASED. UPON A TOTALITY OF THE. 1>srvm; rlalm:sa Porca. STATUS'OF THE DEVELOPMENT AND COMPLIANCE ISSUES 19.: A VINYL COATED FENCE OR DECORATIVE FENCE SHALL BEINSTALLEDALONG. EAST PROPERTY LINE AND. MAINTAINED BY THE HOMEOWNERS ASSOCIATION Nsmp;. er ro20. -------------pELETEp _ _____ __ __-_ 21. PURSUANT TO SECTION 4.3.G..OF THE LAND DEVELOPMENT CODEOF THE CITY OF SANFORD. THIS RFZC NNMC/' DEVELOPMENT ORD caueTi a arcu11 ERSHALLEXFIR"e3 YEARS FROM THE EFFECTIVE DAIS OF THE APPROVAL r a ROLOORDINANCENUMBER4273 IF ALL IMPROVEMENTS HAVE NOT BEEN COMPLETED ORAN EXTENSION GRANTED. 2Z: THE PROPERTY SHALL BE GEVELCPED GENERALLY IN ACCORDANCE WTH,THE. LAND USES AND DEVELOPMENT STANDARDSIDENTIFIEDc .WENEDTHEEASTPoMASTERPUNSUBMITTEDONAFRIL. 12, -2012, UNLESS OhER:WJE H I WINCE SPECIFICALLYSETFORTHINORDNANCENUMBER 4273 OF THIS DEVELOPMENT MOLR. 23. REVISE CONDITIONeevpessr7 ro zcNan; 5ONSHEET1BYCHANCINGTHEREFERENCETRACTFTOTRACT1@2.mvm) ONSHEET5ASTHEUALK1051N./CCMMURTY MEETING FACBUTY: THAT W1L 24. ADO TRACT T lFi IOETRACT TABLETHE L DE 0M1NED AND MAINTAINED BY THE HOMEOWNERS ASSt7(]A1fON r PfGCNNf car..•HJ4. ASSOCIATION. 25. OPEN SPACE PER LOT SHALL'. BE A MINIMUM OF 30% FOR 40 FOOT WSCE LOTS AND 35% FOR 60 dt 75 FOOT WOE r LOTS; PIE OVERALL DEVELOPMENT SHALL HAVE A NINIMUM A.DVERAGE_OF 50 R IMPERVIOUS AREA FOR ALL LOTS. 26. THE SETBACKS TBFOR THE 40 FEES WIDE LOTS SHALL BE 25 FONT FROM YARD; 5 A' T0FEETSIDEYARDSNTH <R aps ,wa ( ewerauJ COhOTCN UNITS R R RIG. 0 OTHER SIMILAR APPARATUSES IN THE REAR) 27. FIVE (5) FOOT SIDEWALKS ON BOTH SIDES OF THE SHEETS SMALL BE INSTALLED BY THE DEVELOPERS:.. 28. A DOG WALK AREA'WTH WASTE COLLECTION RECEPTACLES SHALL BE INCLUDED. Z9. A CAPACITY SCNO7CAVAILABIl1TY LETiFR aF DEI RMwARON 5H a 'ELETTERALL >E AEOdRED.iRO TILE S`eUtNOLECOUNTY S(0100. DISTRICT PRICK TO RECORDING THE FINALPUT. 30. WITHIN THE 40FEET LOT AREAS OF THE SUBDIVISIONS, N CN .STREETPARKING STIALLBE RESTRICTED 70.CNE SIDEOF NGAREAS TO ALLOWTHESAFETY: ACCESS' caNacawsmn ut7naxa THESTREET AND NTHINTHE-DESGNATED PAFBOPUBLIC 31. 2, ASPHALT TO BEINSTALLEG IN TWO t2l LIFTS INITIAL LIFT AT TIMF OF ROM CTINSMUCTIM AND 9M "IET AT SITE DATA NOTES; 1. TAX PARCEL. NUMBERS: 17 20-31-5O-ODDO- 0010 17 20-31=501-ODGO- 0030 17-20-31-5O-0000- 0040' 17 24-31-50-00000080` t4.. SOLID WASTE.OIS?OSAL TO BE DJ01FAL CURB, SOt PICK-UP PROVIDED: BY.:THE p7Y O"ShNFORD GONiRACTEO >VENDORtONTAtTEMILYMcCABEP.0 BOX 1788 2.. TOTALSITE. AREA: 6. 0.04. AC. SANFO{D; FLORWA32772,"PHONE 407-668=5089. 3. EXISTING ZONING PD 15. FIFE PROTECTION TO DE PROVIDED BY'THE CITY OF SANFLIRO. 4. PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL 16. ELECTRICAL SERVICE TO BE PROVIDED BY FLORIDA POKR t. LIGHT COMPANY. CONTACT SARA BING 3881 YI SR 46 SANFORD FLORIDA 3277. PHONE 407-32B-1934. 5: MINIMUM LOT AREA: 60' 8r. 7Y TADF LOT AREA - BY N.115' (6900`ST.) I6: THESITE IS NOT LOCATED WTNIN A WRLIFIELD PROTECTION ZONE. MINIMUM LOT. AREA: 40' WOELOTAREA - 4YXIIY (4400 SF.) 6. TOTAL. SINGLE. FAMILY LOTS . PROPOSED: 248 INITIAL FIRSTPHASE, 165 LOTS 17.. THE SITE IS NOT LOCATED WITHIN AN AQUIFER RECHARGE .AREA. TOTAL 4Y WIDE LOTS .= 112 18. NO WETLANDS -10 REMAIN ON. THE PROJECT SITE. TOTAL BY WIDE LOTS - I30 TOTAL. 75 WDE LOTS .= 6 19.. CATE ACCESS TO HAVE SEREIAN ACTIVATION, KNOX KEY SNATCH; SAME ACCESS AS .GENERAL PUBLIC (C(%IE--IS) 7. MAXIMUM BUILDING HEIGHT. 35' FEEL .ALL 75 FOOT LOTS FRONTING ON PINE WAY TO BE SINGLE STORY; 20, SINGLE FAMILY SECTION PARKING: 15'5PACE5 PROVIDED AT MAIL KICSK 8. SINGLE FAMILY ELUDING SETBACKS: 14 SPACES ALONG ROAD NW SECTION. FRONT: 25' REAR: 20' FOR 60 end 75' LOT; 20' FOR 40' LOT 2L EXISTING WELLS TO BE ABANDONED PER CHAPTER:40C-3 OF IHE FLCWDA ADMINISTRATIVE CODE, SIDE: FOR LOT: 1LO FOR 75' LOT, FOR 40' LOT 60 25' SIDE STREET: 25' FOR k7S' LOT; 'IS' FOR 40' LOT L 22. ALL SINGLE FAMILY LOTS. ADJACENT TO TINE WAY ARE TO BE I STORY. 75 toot Front lot Setback m1f be allowed 10 be reduces to 2D feet m1 certain lots, 23". AN AEPORT AVIGATION EASEMENT SHALL 6E PROVIDED OVER THE ENTIRE. SITE. These lots wO not be mare. than 2 in seccesslan and the 25' setback. lots 0 also be a minimum (2) two in 25. ALL UTILITY EXPENSE GERMANE TO.THE OPERATIGIN OF STREET .ILLUMINATION-W7RW THE of successim. UBOVISION'.SHALL REMAIN THEEXCLUSIVERESPONSIBILITYOFTHESUBBVIGER. 9.. NET DENSITY: SUCCESSORS AND ASSGNS. MAXIMUM ALLOWABLE NET DENSITY - 5 DU/ AC. 26. ALL PRIVATE STREETS, DRAINAGE, LIGHTING. AND STORMWATER PONDS SHALL: BE MAINTAINED PROPOSED NET DENSITY n.-I)OFLOTS-/ NET SUILDABLE AREA BY THE HOMEOWNERS ASSOCIATICN NET BUILDABLE AREA = T07AL AREA -.ROW - DEDICATED ROW NET BUILDABLE AREA =.60.04 AC. 11.6 AC. - 030 - 0,42 = 47.72'At- 27. ALL SIGNAGE FACING SHALL HAVE A HIGH INTENSITY PRISMARC•MAVAAL PROPOSED MET DENSITY = 248 TOTAL. LOTS / 47.72 AC. - 5.20 DJ/AC: 28. PER SEMINOLECOUNTY CHAPTER 1 PUBL IC WORKS ENGINEERING MANUAL "Where po-mg. is: required 10. PROVIDED OPEN SPACE: 1 theobottngraadway:tfyand the development frontage. then paving My to the'E velapment' IN RIGHT OF WAY: 2.90"AC. access paints may be .11-tl prodded that m no. case may the longthof r.qm. ed paving be less RETENTION AREA/OPEN SPACE; 9.31 AC. then thel.0 of thedoveopment5 tentage .1.9 the ebutting ...cl iq, RECREATION/PARK: 0.61 AC. WALL /LANDSCAPEBUFFER: 1.31AO 29. FVe (5) feet efdewotks required along .11 Right-af-Way. DRAINAGE EASEMENT AREA: 0.53 ACRES 13FOOTBUFFERDEDICATEDTOADJACENTPROPERTY OWNERS: 0,442. AC. TRACT J BUFFER: 0,556 AC. 15 FOOT BUFFER ALONG EASTERN PROPERTY UNE: 020 AC TOTAL OPEN SPACE: 16.01 AC: (16. 6%) It: PER THE. FIRM MAP. PANEL NOBS. 12117CDO65 E AND 12117CO155: E; DATED SEPTEMBER 18 2097. NO PORTION OF'THE SITE IS LOCATED NTHIN IP'E 100 YEAR FLOOD,HAZARD AREA. THE SITE IS DESIGNATEDFLOODZONEX12. WATER,'. SEWER. AND REUSE WATER ARE. TO BE PRONGED. BY SHE. CITY OF SANFORD. CONTACT-RICHARO'BLAME, 300. N. PARK AVE, SANFORD, FLORIDA 32771. PHONE. 407-688-5090, 13. REQUIRED WATER CAPACITY: 248 LOTS 0 350 GFD'= 56,800 GPD REWIRED'SEWER CAPACITY: 246 LOTS 0 301) GPD = 74.400'GPD EXISTING ACTIAN09 TO RE:tAIN PERMIT ##_ EXISTUhG REiLAND5 TO RENADI YPetea2r rorCeLTE rat[ f+-Fmcu[. cpxct m n.uJ.. POND•A1N®11Billil® mwzm I 1 I I IL 1 • 1" I L' R I 1 1 !(1 I I, I{I 1 r- If 'LLJ LJ LJ LJ L., iJ IL- lI xsutw:2oxiu"e r lnn = rCII_ ' II , IfitLCf l CCn/' ]ACl I j11 I Lr1IJ II Lrrll J- 1iI rIL[fIJ TtI PLIrlLIJ( lI LrIr® JII ij E2 •] iCC , 1 Ip NIFIl 1IT1iJLJ1 t it r r7r Ir I-_JET,, Il u9nIiI L. I `• FC J fT L`-tJ I J i P7 S C It-1 l 1 - L- rI _- TIf`1_ J)LrI 1JJLF_ -'1J(Ip1C _ q ......LLLILL...... JVLJIL Isalmi mw°rr.'o ez amxa7m ./ ro aurrNa cANamzanm ral+ s soma ece. canrrrO PHASE 1LEGAL DESCRIPTION Paid 1, part. 2 . A pled1: W, n. 2. IJ q, l Pan 1 T1,dw ,®dp li FI. Need 1-dw PN Bn1 2. NS & 41. Put& A0. I d' xnhae ram• 7A Oo-Ye In.. r.N, u Red :de . n. xnn, Iw.:>2 tmw >tl . ys A [ b.,m d as Nw.ea 8e'aeE mat. )F IN me ala Rnnee eud 5725 PIN 1)27>. pM2[tAemdaal 3 4dv G:w,a (2 N lh ar w4vu o: 8,1 ,qalNv Nd cvnr dWJ m hv'vS,LSum, 45:9 b Pkl ed nnhl w 8m a 2; Pogo 41. P1aGc N nNm S 1 ,1 ae- p NNa M. Jea kvtNnnCf3YIvAle aM SeJ fM SvNE enr W el 2 d ,aG Palnn u SdaJdx Ma ea NwUi::e7 lwl N ,wI vx 1JGEIn, ld paN( ul e.q nq, Einq d etWa J. e,m 1x wm . Pala m td. 4 enN n n m vw:xN msa.m. Nxo: So,N 91 Iwf et ew Fex.J2If Ned W g al aN an. - M .1 11 a NE d xe. Ned m laly 5..4 -1 7 ma Wvd 113 twt d lme 3 nY aa:p m d.m.W Pen v,cgl_' Ns SUN 27.e7 kd 4 Eed 61Tled ,da:lm In d m rmPd. sa6isa N g a;qis pgt "w..,d',.awem IN.ONbdie.g. 11. NtiKx A.-s s.-a,d. u::,nr: natde. aI Eme0 kx d laN a d.d 9 cd N EM 641 kd d W SauN 57.47tat 4 W 1A N., Lb&m eovice4 e dal Mad wc=ad k Trot. Bud % pogo a. Pell P•evde d SN4tlPLw=fX 11¢.aa 5 1. P 411le.2) led m SruU A]g red a WIA N-$u5d, b' mni=wxeG bpnl Ihveel mtided'w PNI2-7. Pugs./1. Puef' ,tem4 ofSarJMe wNA.nNMd. 9feiralA'aaaMY 41 iaram DEVELOPMENTNOTES v wS + M w x 1, 5 FOOT SIDEWALKS RE INSTALLED ON BOTH SIDES VD ALL INTERN OF RI W.FROM THE EAST SIDE OF BRISSON AVE. FRC1V LAKE MARY 8LV0:' TO THE ENTRANCE TO FRISSON TRANCETORISSONI ${ EAST SUBOMSIOJ El 10 F00T UTILITY EAMENT 70 BE OEDMCARED O7H .FZOTANDSIDEOF ALLLOTSADJACENT TO STREET RIGHTOFWAYS. z R 2: 3, STREET LIGHTS TO BE INSTALLED AS SHOWN, PULL BOX REQURED AT ALL. POLES NTH ALL POLES BEINGINDIVIDUALLY FUSED AND GR N- T DJNDEPaLL RING 0 DE UNDERGROUND YdtH EACH FIXTURE TO BE AMIN100WATTH.P.S. a 56. 1 4 A 4 FIALL0FOOTSHALLUTILIZES10AWALLCONSTRUCTIONWiM THAN i NATIONENORE2dzadaFOUNDATIONSFLOOR.EI£VARMS OR UNLESS -ALTERNATE -FOUNDATIONS DIFFERENCE BETWEEN E CIT.O IN ARE APPROVEDBYTHECITY OUR. ENCiNEER: I 1 5. CONTRACTORS USING CRANESMAYNEEDTOSUBMITFAAFORM7460-1, NOTICE OF PROPOSED CONSTRUCTIONOR ALTERATION.. r, I:. 6. CONTRACTORS TO REVIEW PROJECT GEOTECHNICAL REPORTS FROVIOFD BY.UNIVERSAL: J a ENGINEERING SCIENCES REPORT 1 561563D. BY ANOREYEV ENGINEERING REPORT 3 GPGT- RE 12-00 AND BY YOVASHENGINEERINGz 53, SCIENCES REPORT PN13 E0193.115. CONTRACTOR TO IMPLEMENT CCSTRUCRON AND TESTING RECOMMENOA11OrNS `AS OUIUNED IN REPORT RECOMMENDATION& BURIEDORGANICSOILSFOUNDINSEVERALAREASTODELOCATEDANDREMOVEDINACCORDANCEWITHRECOMMENDATIONSCONTAIRETINTHE REPORT 1 7. ALL FIRE HYDRANTS TO BE'LOCAnT.D A MINIMUM OF 5 FEETSROM BACK OF CURB:. 8 GATE ACCESS TO HAVE. SIEFETAN ACTIVATION, KNOX KEY SWTON. SAME -AGOESS AS GENERAL. PUBLIC (CODE. /S) 1 :9 SIDEWALKS ALONG LAKE MARY BLVD AND BRISSON AVE TO; BECONSTRUCTED WIN THE. FIRST 1" PHA$ CE DEVELOPMENTSIDEWALKS AOJALENT TO MOVIDUAL LOTS TO HE CONSTRUCTED` WHEN THE INDIVIDUAL HOMES ONTHAT LOT ARE CONSTRUCTED. -: seTtlNalseeoNn a-1 xaxnr IJ V_ mum' aea: 7 Cf,RPORATm StImma AT7hT2 s .rtu:PNaarr eoNe. saa:aw. A-1 r m warry. PIPE 0257ING. DITCH - TYPICALSECTION(EAST. PROPERTY LM) N19 ro J ouTr wu lol.As mew elf 44 Mission: To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. Vision: To be the Healthiest State in the Nation Rick Scott Governor Philip, MD, MPH n General and Secretary PERMIT Date: 12/0512018 Applicant Name: Park Square Enterprises, LLC Applicant Address: 5200 Vineland Road, Suite 200, Orlando, FL 32811 Facility Name: Wyndham Preserve (Replacement Swimming Pool) Pool 23 Spa 0 Facility Address: 2343 Blue Grouse Lane, Sanford, FL 32773 IWF F1 Other F1 Public Pool Permit Application received on: 12/04/2018 RE: Public Pool Plans Compliance with Critical Health and Safety Criteria. To Whom It May Concern: Review of the submitted operation permit application revealed: d"i*A*i, Non' Compliance EJ With the following items included in the Critical Health and Safety Criteria (See attached): I Please provide us with any changes to the application or plans submitted and approved by the Building Department and/or the Florida Department of Health. After construction is completed and prior to opening, DOH -Orlando Regional Office must conduct an initial inspection. Prior to issuing your operating permit, the local county Health Department will require; 1, A set of plans and specifications as approved for construction by the local building al copy ofDH 4159 for each body of water. 2. A copy of the final inspection from the local building authority as defined in Sect Statutes. 3. The annual operating permit fee. Any Critical Health and Safety Code inconsistencies found at the time of final inspection will r operating permit by the Florida Department ofHealth. Thank you for Your cooperation in this and me at 407-245-0335; or i)oolinspectreguest@flhealth,gov with any questions you may have.!,, Sincerely, Mark Pabst Environmental Consultant Bureau of Environmental Health as well as a 553.71, Florida in issuance of Please contact Office Florida Department of Health Division of Disease Control & Health Protection - Bureau of Environmental Health Accredited Heafth Department 400 W Robinson St., Ste, W27, Orlando, FL 32801 Public Health Ac&edftation Board PHONE: 407-317-7172 - FAX: 407-317-7328 FloridaHealth.gov Mission: To protect promote & improve the health of all people in Flonda through integrated state, county 6 community efforts, Theisen Brothers 3100W36lh Street. Orlando, Florida 32839 A HEALTH Vision- To be the Healthiest State to the Naton December 4, 2018 RE: Receipt of application for Wyndham Swimming Pool DOH application 959-60-1906719 Seminole County Building application # 2343 Blue Grouse Lane, Sanford 32773 Dear Sir: PERMIT # Rick Scott Govemor Philip, MD, MPH State Surgeon General This is to acknowledge receipt of an application for an operating permit for the above referenced public pool, You have met the preliminary submittal requirements of Chapter 514.03(1),Florida Statutes(FS),and may file an application for public pool construction permit with your local buildingI authority of any critical health and safety code inconsistencies found in your proposal that must be addressed before an operating permit can be issued. The Florida Department of Healto(FDOH) may request additional information within 30days. Please provide us with any changes to the application or plans submitted. After construction is completed and prior to opening. FDOH must conduct an initial inspection. Please provide in writing at least 5 working days notice to schedule this inspection. Prior to issuing your operating permit allowing you to open to the public we will required: 1. A set of plans and specifications as approved for construction by the local building authority, 2. A copy of the final inspection from the local buiding authority as defined in section 553.71,FS 3, The annual operating permit fee, Thank you for your cooperation in this matter. Please contact Delmys Cerrato at the Fl1,DOH in Seminole at 407-665-3618 if you have any questions. Delmys Cerrat& Environmental Specialist 11 Florida Department of Health in Seminole County Accredited He6lth Department 400 West Airport Boulevard, Sanford Fionda 32773 Public Health Ac6reditation Board PHONE 407-665-30W www.SeminoleCoHesith.com P1 AMC, RFVIFW rHFCK LIST - PUBLIC SWIMMING POOL -DOH i BOAF version February 6,2018 Date: County. Seminole Project: Wyndharn Preserve Pool Plan Revision Reviewed by: M. Pabst; Tt-Mqtsliver Engineer: GB Collins Original Revision$ ModificationD Items needing correction or clarification are marked by an "N" beside the appropriate section number of the Florida Administrative Code citation ( Current 64E-9, FAC, or current FBC 454.1). We have left the 64E-9 requirements in this checklist because they are critical for public health and therefore the pool will be checked for these items by the County Health Department at the first operating permit inspection after the Building Official's approval of the construction. sots plans -disk, Compliance: Florida Building Details: Code or Florida Administrative LL= I&M 0111PERMIT CodeSection: YFNEINIAD 514.031(1)(a) Plans review fees received as required by Florida Statute 514.031(1)(a) YNCON/ A[3 514.031(1)(a) A current version of application (DH 4159) for approval of swimming pool plans received. YV N/ A0 514.031(1)(a) A set of signed and sealed engineering plans received (proper size). YVN [I N/A [1 454.1.1.111 The filtration system is sized for at least 1 gpm per living unit for 1:6 ' niet or 3/4 gpm per living unit for non -transient (for multiple pools: cumulative total GPM, excluding spas, wading pools and interactive water features). Examples: Transient units = required gpm flow; non -transient units x 0.75 = required gpm flow.2,gD Y, Q. -7 S = 2-10 (OPM Y N/ A[I P 4541.1 A' Conventional pool filtration system turnover period is not less than 3 hours unless otherwise required (for sizing purpos6s only). Example (Using number calculated above); required flowrate x 1.8O, = required volume in gallons for pool (for multiple:pools,: cumulative total volume required, ex luding spas, wading o I olsaninteractivewater'f , res) 2 3Q PU k, Y_[V40N/A[ 1 454;1_1.1, UDY -1 ii. Q QLo Bathing load- The bathing -load ,is computed on the basis of 1 person_p r eacht gpm of water Z recirculated. 2 5,;: Y NCINIAEI 454. 1.2.14 454.1.2. 4 Pools shall be constructed of concrete or other impervious and structurally rigid material. All shall be watertight, free from structural cracks and shall have a nontoxic smooth and slip pools resistant finish. The interior finish coating floors and walls shall be comprised of a nonpigmented white cementitious binder component together with a saridiaggregate component. Y"EIN/ A[ 3 454.1.2.1(a)& Floors and walls shall be white or pastel in color and shall have the characteristics of reflecting 454.1.2. 4_° I rather than absorbinglight. The finish coating shall have a dry lightness! level (CIE L value) of 80.0 or greater and a wet luminous reflectance value (CIE Y value) of 5P.0 or greater,, as determined by test results provided by the manufacturer, utilizing testing methodologyfrom American Standard ASTM D4086, ASTM E1477, ASTM E1347. Pools constructed of fiberglass, thermoplastic, or stainless steel shall be subject to the samelinterior finish color requirements. Y NOMA0 r 454, 1,2A (a) Horizontal tile used in less than 5' (11524 mm) of water must be slip resistant. (FBC Definitions: Slip resistant" means having a textured surface which is'not conducive to slipping under contact of bare feet unlike glazed tile or masonry terrazzo and nontextured plastic materials. Manufactured surface products shall be designated by the manufacturei as suitable for walking surfaces in wet areas.) YDYNEIN/AEI 454.1. 2.1(a)& A minimum 4" (1102 mm) the line, each tile a minimum size of 1" (25 mm) on all sides, shall be 454.1.2.4 installed at the water tine, but shall not exceed 12" (305 mm) in height it a dark color is used. of Gutter -type pools maysubstitute2" (51 mm) tile, each a minimum size V (25 mm) on all sides, along the pool wall edge of the gutter lip. YONEIN/Arl 454.1. 2.1(b) One -inch (25 mm) square the maybe used if the manufacturer has specified the adhesive for use underwater to adhere the type of tile used [vitreous (glass) or ceramic]. Tiles shall not have sharp edges exposed that could cause bather injury. V-1 Y NI]N/A 454.1.2.2.2 All pool walls (except steps and spa coves) have minimum 15' (4572 mm) clearance perpendicular to a tangent to the wall (as measured at design water level from gutter lip to gutter lip, or on skimmer pools, from vertical wall to vertical wall). NOTE: Where interior steps protrude into the pool resulting in less than 15' (4572 mm) of clearance from any wall, such protrusion shall not exceed 6' (1828 mm) on any perpendicular line from a tangent to any pool wall from which the steps emanate. Y , NON/A 454.1.2.2.2 Corners shall be a minimum 90-degree angle. Y ` N/A 454.1.2.22 Protruding corners to have at least`2" (51 mm) radius continued through top of,gutter edge. 14 Coping does not overhang into the pool more than 1-1/2" (38 mm). Y N/AO 454.1,2.2.2 The upper part of pool walls in areas 5' deep or less shall be within 5 degrees (4572 mm). vertical for a minimum depth of 2-112' (762 mm) from which point the wall may join the floor with a maximum radius equal to the difference between the pool depth and 2-1/2'. The upper part of pool walls in areas over 5' (1524 mm) deep shall be within 5 degrees vertical for a minimum depth equal to the pool water depth minus 2-1 /2' (762 mm) from which point the wall may join the floor with a maximum radius of 2-1 /2' (762 mm). NOTE: 454.1.2.2.3 The radius of curvature between the floor and wails is excluded from the following two requirements (454.1.2.2.3.1 & 454.1.2.2.2.3.2). Multiple floor levels in pools are prohibited, however, an area meeting all of the requirements of a sun shelfshall not be considered a violation of this requirement. Y EIN/AEI 454.1.2.2.3.1 The floor slope -shall be amaximum 1 unit vertical in 10 units horizontal and a minimum of 1 unit vertical in 60 units bprizontal in areas 5' (1524 mm) deep or less. r Y NC1N/ACI 454.1.2.2.3.1` The floor slope shall e a aximum 1 unit Vertical in 3 units horizontal in areas more than 5" 1524 mm) deep. -~ a N N/AO 454.1.2.2.4 Pool water depth is at least 3"(914 mm) in shallow area. t Y 'N®N/AD 454.1.2,2 4 Pool water depth is`at least 4" (1219mm) in deep area. y Y NON/A© 454.1.2.3.1(2) Permanent depth markings followed by the appropriate full or abbreviated words "FEET," ""FT," or " INCHES," "IN," shall be installed in minimum 4" high (102 mm) numbers and letters on a contrasting background. Y N©N/A 454.1.2.3.1(2) Depth markers shall indicate actual depth within 3" (76 mm). *Measured at normal operating water level when measured 3" (914 m3) from the pool wall. YCIN© N/A 454.1.2.3.1(2) Symmetrical pool designs with the deep point at the center may be, allowed provided a dual marking system is used which indicates the depth at the wall and at the deep point. Y N©N/A0 454.1.2.3.1(3) Maximum perimeter distance between depth markings is 25'. 'Pool size and geometry may necessitate additional depth marking placements about all sides of the pool to meet this requirement. WJ/ NEIN/AM 454.1.23.1(3) At a minimum, the markings "shall be located on both sides of the pool at the shallow end, slope break, deep -end wall and deep point (if located more than 5'(1524 mm) from the deep -end wall). Y NON/AO 454.1.2.3.1(3) Depth markings are visible from inside the pool and from the deck. YIjNIIN/ A 454.1.2.3.1(4) When curb is provided, depth markings are located on'inside ,and outside or top of thepool curb. YYJNDNIAEI, 454.1.2.3.1(4) When no curb is provided, depth markings are located at or above water level on inside vertical wall and on he deck (within 2' of water edge). Lk Y NEIN/AEI 454.1.2.3.1(4) When open type gutters are used, depth markers are located on the back of the gutter wall. YEINIIN/ A . 454.1.2.3.1(4) When a coping stone with curved or angled underside is provided, the depth markings may be installed on the curved or angled coping underside, and outside or top of the pool curb. YONON/A 454.1.2.3:1(5) When'deck level, perimeter overflow systems are,utilized, additional de th marking signs shall be posted nearby or placed on adjacent fencing or walls and the size shall be increased so they are recognizable from inside the swimming pool. Alternatively, tiledepth markers may be placed at the top, of the pool wall just under the water level. Depth markers placed on the pool deck shall be within 3' (914 mm) of the water. Y NON/AO 454.1.2.3.1(5) In areas, not part of an approved diving bowl, the "NO DIVING" markings are on the curb top or deck within 2' (610 mm) of water edge on each side of pool with a maximum distance between markings of 25' (7620 mm). Y NON%AO 454.1.2.3.1(6) The "NO DIVING" markings, are at least 4" high (102 mrn) high and contrasting, or':a 6" (152 mm) tile with min. 4" (102 mm) or larger red intemational "NO DIVING"symbol. Y ° NON/A'O454.1.2.3.1(7) All markings installed on horizontal surfaces have a'slip-resistant finish;. Y NON/A 454.1.2.3.1(7) All markings are tile. Markings shall be flush with the surrounding area jwhereplaced and recessed if necessary to provide a smooth finish that will avoid creation of an injury hazard to bathers. YEINON/ A 454.1.2.3.1(7) Pools constructed of fiberglass, thermoplastic or stainless steel may substitute other type markings when it can be shown that said markings are permanent and will not fade over time. This exemption does not extend to concrete pools that are coated withl fiberglass. Tile alternative examples include; stone or manufactured plaques with engraved or sandblasted numbers and characters with permanent paint. Markings shall be flushlwith the surrounding area where placed and recessed if necessary to' provide a smooth finish that will avoid creation " of an injury hazard to bathers. Permanent appliques may be used for fiberglass, thermoplastics or stainless steel pools. i YCINON/; 454.1.2.3:1(7) Pools that are not conducive to tile can employ other equivalent markings as stated in item above. i I YONON/ Ag 454.1.2.3.2 Any design or logo on the pool floor or walls°shall be such that it will not hinder the detection of a human in distress, algae, sediment, or other objects in the pool. j YMNONIAO 64E-9.008(9)(a) The. bathing load will be posted at the pool as required in the bathing rules. YIY, N N/A 454.1.2.3;5 The lettering for the pool rules sign is at least 1" high (25.4 mm). Y O N/AO 454.1.2.3.5 The following rules will be posted at or near poolside and will be legible from pool deck: ig 1. NO FOOD OR BEVERAGES IN POOL OR ON POOL. WET DECK. t' 2. NO GLASS OR ANIMALS IN THE FENCED POOL AREA (OR 50 FEET (15 240 MM) FROM UNFENCED POOL). I 3. BATHING LOAD: PERSONS, I 4. POOL HOURS:DA.M. TO a.M. E S. SHOWER BEFORE ENTERING. 6. POOLS OF 200 FT2 (18.58 Mx) IN AREA OR GREATER WITHOUT AN APPROVED DIVING WELL CONFIGURATION SHALL HAVE "NO DIVING", IN 4" (102 MM) LETTERS INCLUDED WITH THE ABOVE LISTED POOL RULES. 7. DO NOT SWALLOW THE POOL WATER. (THIS STATEMENT SHALL BE ADDEO TO SIGNS AT POOLS THAT CONDUCT ALTERATIONS AS THAT TERM IS DEFINED.) I i I Y O N/A 454.1.2.5 All pools shall have a means. of access every 75' (22 860 mm) of pool perimeter with a minimum of two, located sous to serve both ends of the pool. In addition, an access point shall be provided at the deep portion, if the deep portion is not at one end A the pool. Access shall consist of ladders, stairs,,recessed treads or swimouts and may be u ed in combination. All treads shall have a slip resistant surface.. I PLANS REVIEW CHECK LIST - PUBLIC SWIMMING POOL -DOH / BOAF version Februa!y 6, 2018 F-Project: Wyndham Preserve Pool Plan Revision YONOWAY 454.1.2.5 When the deep portion of the pool is over 30' (9144 mm) wide, both sides of this area shall have a means of access. Access shall consist of ladders, stairs, recessed treads or swimouts and may be used in combination. All treads shall have a slip resistant surface. V/) Na-- '1 7i F T YgNEIN/ AD 454.1.2.5.1 Ladders shall be of the cross braced type and shall be constructed of corrosion -resistant Z materials and be securely anchored into the pool deck. YMNON/ AO 454.1.2.5.1 Ladders shall extend at least 28" (711 mm) and no more than 40" (1016 mm) above the pool deck. YMN[ IN/AE] 454.1.2.5.1 Ladder treads are slip -resistant and the clearance between the ladder and pool wall is 3" - 6" 76 mm to 152 mm). Ladder bottom braces shall have intact end caps or bumpers that rest firmly against the pool wall. The top rung of the ladder shall be at or below the water level on open - gutter pools and not more than 12" (305 mm) below the deck or curb top on all other type pools. YEINEIN/ ACJ( 454.1.2.5.2 Recessed treads shall be installed flush with the wall and shall be a minimum 5"(127 mm) wide, 10" (254 mm) long, with a maximum vertical distance of 12" (305 mm) between treads. All treads shall have a slip resistant surface. YEINEIN/ Ag 454.1.2.5.5 Grabrails must be mounted in the pool deck at each side of recessed steps. Handrails and grabrails shall extend between 28" and 40" (711 mm and 1016 mm) above the step edge and deck. YNN4E] N/AE] 454.1.2.5.3 Stairs shall have a minimum tread width of 10" (254 mm) and a maximum width of 48" (1219 mm) for a minimum tread length of 24" (610 mm) and a maximum riser height of 10" (254 mm). YEADN/ A0 454.1.2.5.3 Treads and risers between the top and bottom treads shall be uniform to within 1/2" (12.7 mm) in width and height. The riser heights shall be measured at the marked step edges and the differences in elevation shall be considered the riser heights. (Exception: When) a gutter is used as a top step, the gutter's 2" slope from lip to the drain shall be continuous for the full length of the stairs, and the riser from the gutter to the next'tread need not be uniform with the remaining risers and treads.) P% -s— YEADN/ ACI 454.1.2.5.3 The front 3/4" to 2" (19.1 to 51 mm) of thetread and the top 2" (51 mm) of the riser shall be tile, dark in color, contrasting with the interior of the pool. Tile shall be slip resistant. B,ullnose the that is slip resistant may be used when the 3/4" (19 mm) segment is placed on the tread or X- horizontal surface and the 2" (51 mm) segment is placed on the riser or vertical surface. YNEINIXD 454.1.2.5.3 Where the gutter is used as the top step, the tile on the gutter for the width of the steps shall be Z slip resistant, Y[5NC7lN/ AE1 454.1.2.5.5 Handrail(s) for the stairs are correct length to mount in deck and bottom step (figure four mounted in deck and extend laterally to any point vertically above the bottom step). Yl!rN[] N/ACI 454.1.2.5.5 Handrails shall extend between 28" and 40" (711 mm and 1016 mm) above the bottom step edge and the deck. YONOWAY 454. 1.2.5.6 Permanent or portable steps, ramps, handralls, lifts or other devices designed to accommodate handicapped individuals in swimming pools may be provided. YONON/A[ V 454.1.2.5.6 If provided, lifts to accommodate handicapped persons have a 4'wide (1219 mm) deck behind Z the lift mount. Y,lJN13N1AC] 454.1.2.6 The pool water shall be unobstructed by any type of structure unless justified by engineering design as part of the recirculation system. Engineering design and material specifications shall show that such structures will not endanger the pool patron, can be maintained in a sanitary condition and will not create a problem for sanitary maintenance of any part of the pool, pool water, or pool facilities. Structures in accord with the above shall not be located in a diving bowl area or within 15' (4572 mm) of any pool wall. (Stairs, ladders and ramps, necessary for entrance/exit from the pool are not considered obstructions. Y t.* 4/A[I 454.1.2.6(2) Underwater bench seats are 14" to 18" (356 to 457 mm) wide and have a 2" (51 mm) wide dark contrasting tile marking along the horizontal and vertical surface. Tile must be slip resistant. Bullnose the that is slip resistant may be used when the %" (19 mm) segment is placed on the tread or horizontal surface and the 2" (51 mm) segment is placed on the riser or vertical surface. Vinyl liner, stainless steel and fiberglass pools may use other material for the bench edge marking as detailed in. Section 454.1.2.3.1, Item 7, provided the material is permanently secured, dark in color, nonfading and slip resistant. Y' N WAD 454.1.2.6(2) Underwater bench seats are in areas less than 5' (1524 mm) deep. , Y NON/AO 454.1.2.6(2) Benches shall not protrude into the 15' (4572 mm) clearance requirement of Section 454.1.2.6.. The bench shall not protrude into the diving bowl. Y NON/AO 454.1.3.1.1 Pool wet decks shall be constructed of concrete or other nonabsorbent,material having a smooth slip resistant finish. Wet deck area finishes shall be designed for such use and shall be installed in accordance with the manufacturer's specifications. Wooden; decks and walkways are prohibited. NON/AO 454.1.3.1'i.2 Indoor and outdoor pool deck has a minimum 2% and maximum 4% uniform slope away from pool or to deck drains. (Exception: Plunge pool deck slopes toward pool.) Y NON/A 454.1.3.11.2 Textured deck finishes that provide pitting and crevices of more than 3116" (4.8 mm) deep that accumulate soil are prohibited. YONON/A 454.1.3.1.2 If settling or weathering occurs that would cause standing water, the original slopes shall be restored or corrective drains installed. i YO N/A 454.1.3.1.2 Pool deck is not below maximum 10" (254 mm) from the curb top when curb is provided. NON/AO 454.1.3.1.3 Pool deck has unobstructed area with minimum 4' (1219 mm) width around perimeter°of pool, handrail & ladder anchors, diving boards/towers, and slides. YONON/AM 454.1.3.1.4 Traffic barriers provided to preventobstruction of deck by vehicles (where applicable). YV N/AO 454.1.3.1.5 Hose bibb with vacuum breaker is provided to wash deck with potable water: s YNO:N/AO 454.1.3.16 Walkways shall be provided between the pool and the.sanitary facilities, and shall ;be constructed of concrete or other nonabsorbent material having a smooth slip, resistant finish for the'first 15' (4572 mm) ofthe walkway measured from the: -nearest pool waiter's edge. i YONON/A 454.1.3.'l.6 Obstructions of pool perimeter may exist as long as the maximum of 20% percent: of the deck along the pool perimeter is not,exceeded and as any one obstruction does not exceed 10% of the pool perimeter or 20' (6096 mm), whichever is less, in anyone are, where water depth is 5' 1524 mm) or less. YO NO N/A , 454.1.3.1..6 Obstructions shall have a wet deck area behind or through them, with the near edge of the walk within 15' (4572 mm) of the water except approved slide obstructions shall have the near edge of the walk within 35' (10`668 mm) of the water. YONON/A 454.1.31;6 These obstructions described above must be protected by a barrier or must be designed to discourage patron access. YONONWA 4.1.31;6 Obstructions shall not include pool exit points. i Y 0 N 0 N/A9 10 454.1.3.1.E When an obstruction exists in multiple areas around the pool, the minimum distance between obstructions shall be 4' (1219 mm). NON/AO 454.1.31.7 Thereis no provision for drink or food serving facilities within 12' (3658 mm) of the water's edge. t Y ' N - N/AO 454:1.31.8 The vertical clearance above the pool deck is at least 7'. i NON/ AO 454.1.3.1.9 Pool is surroundedby min. 48" (1219 mm) high fence with self -closing, self -latching, lockable gates opening away from pool. Latch is 54" (1372 mm) above bottom of gate or min. 3" (76 mm) below the top of the gate on the pool side. Fence does not allow passage of 4" (102 mm) diameter sphere. Locks, if self-locking, may be 34" minimum (864 mrh) and 48" maximum 1219 mm) above the finished floor or ground. Fencing consideration shall be given to the U.S. Consumer Product Safety Commission (CPSC) Publication, No. 362,iMarch2005, guidelines available from CPSC.gov, or Sections 454.2.171.1 through 454.2.171.8. Safety covers that comply with ASTM F1346-91 (Reapproved 2003 ,titled Safet Covers and Labeling I Requirements for All Covers for Swimming Pools, Spas and Hot Tubs, and available from ASTM.org, do not satisfy this requirement. NON/A 454.1.3.1.9 Access throughthe` fence from dwelling units is via minimum 48" (1219 mm) self -closing,; self - latching, lockable gate. Doored access from public rooms need not be through gates. if the door( s) meet the same self -closing, self -latching requirements as a gate. YONON/ A 454.1.3.1.9 Instead of a fence, permanent natural or manmade features such as bulkheads, canals, lakes, navigable waterways, etc., adjacent to a pool may be permitted as a barrier when approved. When evaluating such barrier features, the applicable governing body may perform onsite inspections, and review, evidence,. such as surveys, aerial photographs, water management agency standards and specifications, and any other similar documentation to verify at minimum, the following: the barrier feature is not subject to natural changes, deviations or alterations and is capable of providing an equivalent level of protection as that provided by a structure, and the barrier feature clearly impedes, prohibits or restricts access to the pool. YO N/A 454.1.3.1.9 Other substantial barriers may be considered by the department. Y NON/AO 454.1.3.1.9 A latched, lockable gate shall be placed in the fence within 10' (3048 mm) of the closest point between the pool and the equipment area for service access. Y[ INONXA 454.1.3.2 Bridges and overhead obstructions over the pool shall be designed so they will not introduce any contamination to the pool water. YONC, N/A 454.1.3.2 Bridge or obstruction over pool is at least 4' (1219 mm) above the surface of the pool in all cases except when the pool is a river ride where it shall be at least 5' (1524 mm) above the surface of the pool YDNDMA 454.11:3:2 Minimum 42" (1067 mm) high handrails are provided along each side of the bridge YMNON/ AV 454.1.3.2 Bridge or walkway footing surface. is constructed of concrete or other non -absorbent material having a smooth slip -resistant finish. Pool coping shall not overhang into the pool more than 1 1 / 2" (38 mm). Y NON/A'O454.1.3.3.1; 64E'- If the pool length is 50' or less, at least 1 shepherds hook with one-piece pole (minimum 16'' 9( 3)(b)(c)(d) long) and multiple lifesaving. rings (min. 181" diameter) with sufficient ropes attached to reach all parts of the pool from the.deck, mounted long each of the longer sides of the pool. t GOO NON/ AO 64E-9(3)(d) Safety equipment shall b ounted in a onspicuous place and be readily available for use. NON/ AD 454.1.3.3.4 A room or space shall be provided for chemicals to be stored in a cool, dry, and well -ventilated area under a roof and the area shall be inaccessible to the public. Y NON%AO 454A.4.1 Outlets supplying pool pumpmotors connected to,single-phase 120wolt through 240-volt branch circuits; whether by receptacle dr by`dirgct connection; and outlets supplying other electrical equipmenfand undeiwa`ter'luminaires operating at-voltageibreater than the low voltage' contact limit connected to single=phase, 120 volt thraugh,240 volt branch circuits, rated 15 or 20 amperes, whethen.by receptacle or by direct connection, stiali be, provided with ground- fault'circuit interrupter protection forpersonnel 'All grey sections to lie reviewed by the building department Y ON/AEI 454.1 4.2 Artificial lighting shall be provided atall swimming pools which are to be used at night or which do not have adequate natural lighting so that all portions of the pool, inc uding the bottom, may be readily seen without glare. 2- 0 2- CC) -/ Y NOWAY 454.1.4.2.1 Outdoor pool lighting: If night swimming is t be allowed,' lighting will provide at least 3 fc (30 lux) of illumination at pool wa er surface and the pool wet deck surface. Y NON/AO 454.1.4.2.1; Outdoor pool lighting: If night swimming is t be allowed, underwater lighting will provide at 424. 1.4.23 least 1/2 watt per square foot of pool water i urface area. (Exception. Underwater lighting requirements can be waived when the overt ead lighting provides at least 15 footcandles (150 lux) of illumination at the pool water surface pool wet deck surface.) YONON/ A 454.1.4.2.2 Indoor pool lighting: Lighting shall provide a minimum of 10 foot candles (100 lux) of 424. 1.42.3 illumination at the pool water surface and the pool wet deck surface. Underwater lighting shall be a minimum of 8/10 watt per square foot of pool surface area. (Exception: Underwater lighting requirements can be waived when the overhead lighting providas'at least 15 footcandl es (150 lux) of illumination at the pool water surface and pool wet deck surface.) YONON/Ate 454 1 4 2.3 tlndeiiwater Iuminairessh C1 comply wlth Chapter927 of the`Flonda,BuiltlingTCode, BuUdIng: *TOBEfiREV1EWl613YBUILDINGDEP'C. Y NON/AO 454.1.4.2.3 The location of the underwater luminaires shall be such that the underwater illumination is as uniform as possible. Y NON/AO 454.1.4.2.4 Overhead service wiring shall not pass within an area extending a distance of 10' (3048 mm) horizontally away from the inside edge of the pool walls, diving structures, observation stands, towers or platforms. Allowances for overhead conductor clearances to pools that meet the safety standards in the National Electrical Code may be used instead YON®pN/A « 454 1 4 .4 Electrical equipment w ri g andiinstallation including the.groundmg of'p'ool°compcinents strallcomplywithGYiapter27oftheFloridaBuild%ng-&CC d ,,Build ng *TO BEiREUIEWED BYBlJILDiNGDPTg Y NONIAO 454.1.5.1 Equipment designated by the manufacturer for outdoor use may be located in an equipment re gall of ere ip n mus be looted in anequipment room or enclosure. mac -- YEINONIA 454.1.5.1 An equipment area shall be surrounded with a fence at least 4' (121s mm) high on: all sides not confined by a building or equivalent structure.. A self -closing and self -latching gate with a permanent locking'device shall be provided if necessaryfor access. (Reminder 454.1.3.1.9: A latched, lockablegateshallbeplacedinthefencewithin1;0' (3048 mm) of the closestpoint b tweenn the pool alid the quipment area for serviceaccess.) YONONIA 454. 1.5.1 Alh.equipment room shall be protected oh at least three sides and overhead. Any fence or gate installed shall use members spacing that shall not allow;passage of a 4" (102 mm) diameter sphere. The fourth side maybe a gate, fence, or open if otherwise protected from, unauthorized' entrance. Ylt) NON/ AD 464.1.5.1 An equipment enclosure shall be lockable or otherwise protected from !unauthorized access. t YONONIAV 454. 1.5.2 Indoor Equipment: Equipment not designated by the manufacturer for outdoor use shall be located in an equipment room.,An equipment room shall be protected on at least three sides and overhead. The fourth side may be a gate, fence or open if otherwise protected from unauthorized entrance. Y NON/ AO 454.1.5.3 The equipment enclosure, area or room floor shall -be of concrete or other nonabsorbent material having a smooth slip -resistant finish and shall have positive drainage; including a sump pump if necessary. i YON ON/ A 454.1.5.3 Ancillary equipment, such as a heater, not contained in an equipment enclosure or room shall necessitate an equipment area as described above (454.1.5.1). Y NON/ AO 454.1.5.4 Equipment rooms shall have either forced or cross v_ent latii. r YONON/ W 454.1.5.4 All below -grade equipment rooms shall have a stairway access with forced draft ventilation or fully louvered door and powered intake within 6° (152 mm.) of the floor YONON/A 454.1.5.4 Where stairway access is not necessary to carry heavy items into the below grade room or vault, a " ship's ladder' may be used if specified by the design engineer who must consider anticipated workload including equipment removal; and the ladder slope, tread height and width; and construction material of the ladder. j i Y N© NIA 454.1.55 The equipment room access is at least 3' x 6' (914 mm by 1829 mm) and shall provide easy access to the equipment. I NON/ AD 454.1.56 The size of the equipment enclosure, room or area shall provide working space to perform routine operations. i Y NON/ AO 454.1.56 The equipment room size and layout provides clearances for all equipment as prescribed by the manufacturer to allow normal maintenance and removal without disturbing other piping or equipment. SWIMMING YCITN/A 454.1. 1 5.6 In rooms with fixed ceilings, the minimum height shall be 7'(2137 mm). AnNDN/Ao 454.1.5.7 The equipment room is lighted to provide a minimum 30 fc (300 lux) of illumination at floor level. YMNMN/A[j- 454.1.5.8 Equipment enclosures, rooms or areas shall not be used for storage of chemicals -emitting corrosive fumes or for storage of other items to the extent that entrance to the room for inspection or operation of the equipment is impaired. Y NIAE] 4541.5.9 The equipment room is provided with a hose bibb with vacuum breaker. YNIINAEI 454.1.6.1 The entry doors of all restrooms,,shall be located within a 200-foot (60 960 mm) walking distance of the nearest waters edge of each pool served by the facilities. (Exception: Where a swimming pool serves only a designated group of residential dwelling units and not the general public, poolside sanitary facilities are not required if all living units are within a 200' (60 960 mm) horizontal radius of the nearest water's edge, are not over three stories in height unless serviced by an elevator, and are each equipped with private sanitary facilities.) NON/ AO 454.1.6.1 Restrooms: Pools with a bathing load larger than 40 persons shall provide separate sanitary fa* kies labeled for each gex. rL"6sTs^162 F(LOrvL IF',,QST POOL YONDN/ A 454.1.6.1 Unisex restrooms: Swimming pools with a bathing load of 20 persons or less may utilize one unisex restrb-om. Unisex restrooms shall meet all the requirements for materials, drainage and signage as indicated in Sections 4541.1.6.1.1,thtough 454.1.6.1.41. Each shall include a water closet, a diaper change table, a urinal and'a lavatory. YoNomAW 454.1.6.1 Unisex Restrooms: Pools with bathing loads of 40 persons or less may utilize two unisex restrooms or meet the requirements of Table 454, 1.6,1, Unisex ' ' ' restrooms shall meet all the requirements for materials, drainage and signage as indicated in ,Sections 454.1.6.1.1 through 454. 1.6.1.4. Each shall include a Water closet, a diaperchange table, a urinal and a lavatory. Pools with a,bathing load larger than 40 persons shall provide, separate sanitary facilities labeled, for each sex. 454. 1.6.1.1 TABLE 454.1.6.1 PUBLIC SWIMMING POOL —REQUIRED FIXTURE COUNT SIZE OF POOL (square feet) MEN'S RESTROOM WOMEWSRESTROOM For SI: 1 FT2 = 0.0929 m2. Urinals WC Lavatory WC Lavatory 0 2,500 1 1 1 1 1 2, 501 - 5,000 2 1 1 5 1 5, 001 - 7,500 2 2 L 2 6 2 7, 501- 10,000 3 2 3 8 3 YVNON/ AD 454A.6AA Fixtures shall be provided as indicated on Table 454.1.6.1. The fixture count on this chart is deemed to be adequate for the pool and pool deck area that is up to three times the area of the pool surface provided. Y9NONIX— V 454.1.6.1.1 red and separate facilities are provided for each sex, the Whenmultiplefixturesetsarerequiredfixtures used in ancillary family -style restrooms can be used to meet the requirements of this section. YONDWAY 454.1.6.1.1 Exception: When a public swimming pool meets all of the following conditions the following shall a ply: 1 e nool serves only a designated group of dwelling units, he pool is not for the use of the general public, and O, Abuilding provides sanitary facilities; i The fixture requirement for the building shall be determined and if it exceeds the requirement in Table 454.1.6.1 then the building requirement shall regulate the fixture Count, otherwise the fixture count shall be based on the requirement for the pool. Under no icircumstances shall the fixture counts be cumulative. YO NON/A 454.1.6.1.1 Pools greater than 10,000 FT2 have one additional fixture set for each 7,500 FT (697 m2) or major fraction thereof above 10,000 F12 (929 m)., and meet 3:2 femal'' /male ratio requirements provided for women as the combined total of water closets and urinals provided for men. Lavatory counts are equal. Y NON/AO 454.1.6.1.1 One diaper changing table is provided at each restroom unless all pools restricted to adult use. Swim diapers are recommended for use by children that are not toilet rained. Persons that are ill with diarrhea cannot enter the pool.) ' YKINON/AO 454.1.6.1.2 Outside access to facilities shall be provided for bathers at outdoor pools. Where the restrooms are located within an adjacent building and the restroom doors do not open to the outside, the restroom doors shall be within 50' (15 240 mm) of the building's exterior door. YV NO N/AO 454.1.6.1.2 If the restrooms are not visible from any portion of the pool deck, signsg shall be posted showing directions to the facilities. Directions shall be legible from any portion of the pool deck; letters shall be a minimum of 1„ (25 mm) high. Y NON/AE] 454.1.6.1.3 Floors of sanitary facilities shall be constructed of concrete or other nonabsorbent materials, shall have a smooth, slip -resistant finish, and shall slope to floor drains i Y N/A 454.1.6.1, 3 Sanitary facilities: There are no foot baths, carpet or duck boards on the floor. Y N NlAD 454.1.6.1:3 The intersection between the floor and walls shall be coved where eitf it floor or wall is not made of waterproof materials such as the or vinyl. YZNO '/AD 454.1.6.1.4 A hose bibb with vacuum breaker is in or within 25' (7620 mm) each restroom for ease of cleaning. Y NOMAD 454,1.6.2 A minimum of one rinse shower shall be provided on the pool deck of III outdoor pools within the perimeter of the fence. YSA NEI NIA 454.1.6.3 An atmospheric break or approved backflow prevention device shall be provided in each pool water supply line that is connected to a public water supply. Y WAD 454.1.6.3 Vacuum breakers shall be installed on all hose bibbs. i Y NON/AO 454.1.6.5.1 Recirculation and treatment equipment such as filters, recessed automatic surface skimmers, ionizers, ozone generators, disinfection feeders and chlorine generato€rs shall be tested and approved using the NSF/ANSI Standard 50,.Circulation System Components and Related Materials for Swimming Pool, Spas/Hot Tubs, dated April 2007, which'is incorporated by reference. Y/N_0NlA 454.1.6.5.2 The recirculation/filtration equipment is designed to provide at least 4 turnovers of he pool Jl volume per day. Health or fitness centers shall provide 8 turnovers per dayNess pool is 1000 D FT (93 m2) or larger. YONON/ A 64E-9.004(5) The pool recirculation system must ,be operated at all times when the pool is open for use. The recirculation system may be shut off three hours after the pool closes but must resume operation three hours before opening the pool. Shut down time must be controlled by a time clock. When a variable speed pump is used, the recirculation system shall be operated such that it achieves the equivalent of 6 hours of treatment at 100%o design flowrate during the daily closed period, or at least,one complete water volume turnover, whichever is greater. Exception: vacuum DE systems are excluded from this allowance. '**If multiple recirculation pumps are used the required flowrate, filtration, & chemical treatment must be maintained or the entire system shall not operate. Example: System must not be able to operate without one pump if the additional pumps are not able to maintain the proper flowrate, filtration, and chemical treatment ( some type of audible alarming system audible may be employed to ensure requirement is met). LIST — PUBLIC SWIMMING POOL —DOH / BOAF Y NON/AO 64E-9.004(1) Pool makeup water supply is from an approved potable water system or meets those requirements with bacteriological/chemical reports to county health department. Y ON/AO 454.1.6.5.3 The design pattern of recirculation flow of pool with perimeter overflow system (gutters) is 1000o through main d ain piping and 10 % throygh perimeter overflow system piping. 1 Y NON/AO 454.1.6.5.3.1 The lip ofthe gutter shall be uniformly lee with a maximum tolerance of'14" (6 mm) between the high and low areas. Y NON/AO 454.1.6.5.3.1 The bottom of the gutter shall be level or slope to the drains. The spacing between drains shall not exceed 10' (3048--'mm) for 2" (51mm) drains or 15' (4572 mm) for 2%" (64 mm) drains, unless hydraulically justified by the design engineer. Y© NC,N/A 454.1.6.5.3.1 Gutters may be eliminated along pool edges for no more than 15' (4572 mm) and this shall not exceed 10% of the perimeter (at least 90% of the perimeter shall be guttered). YCINONIA 454.1.6.5.3.1 In areas where gutters are eliminated, handholds shall be provided within 9" (229 mm) of the water surface. Handhold design shall be approved by the jurisdictional building department prior to construction. Y NOWAD 454.1.6.5.3.1.1 Either recessed -type or open type gutters shall be used. Special designs can be approved provided they are within imi s o sound engineering practice. YONON/ A 54.1.6.5.3.1.1 Recessed -type gutters shall be at least 4" (102 mm) deep and 4" (102 mm) wide. YONON/ A 454.1.6.5.3.1.1 No part of the recessed.guitershall be visible from -a position directly above the gutter sighting vertically down the edge of the deck or curb. YV N/A 454.1.6.5.3:1 1 Open -type gutters shall be at least 6" (150 mm) deep and 12" (305 mm) wide. Y N N/A 454.1.6.5.3.1.1 The gutter shall slope 2" (51 mm), +/- 1/" (+/= 6 mm), from the lip to thedrains. Y9 ON'/AO 454.1.6.5,'.A The gutter drains shall be located at -the deepest part of the gutter. Yt N/AO 454.1.6.5.3.1.2 All gutter systems shall discharge into a collector tank. Y NON/AO 454.1.6.5.3.1.3 The gutter lip shall be tiled with a minimum of 2" (51 mm) the on the pool wall, each a minimum size of 1" (25 mm) on all sides. Exception: Stainless steel gutter systems when 'it°can be shown that thesurfaces at the waterline and back of the gutter are easily cleanable. Y NON/AO 454.1.6.5.3.1.3 All file used on the flat, horizontal part, or leading edge of an open -type gutter, must be slip resistant. Y NIAO 454.1.6.5:3.1.3 The back vertical wall of the gutter shall be tiled with glazed tile. Exception: Stainless steel gutter systems when it can be shown that the surfaces at the waterline and back of the gutter are easily cleanable. Y NON/AO 454.1.6.5.4 The recirculation pump (when mounted above the water level of the pool) is specified as self - priming. Y tiNDN/AfY 454.1.6.5.4 If the rec'rcul tion pump takes suction prior to filtration, the pump is specified with hair and lint strainer. D Y NON/AO 454.1 6.5.5 Filters,ar sized to handle the e uire recirylation flowrate. Y' ON/AO 454.1.6.5.1 D.E. type filters: Components and materials have be ntested and approved using the NSF/ ANSI Standard 50, Circulation System Compon nts and Related Materials for Swimming Pool, Spas/Hot Tubs; dated April 2007, which is,inco orated by reference. Y NON/A 454.1.6.5.4 D.E. type filters: The recirculation pump provides 60 (18 288 mm) T.D.H. forpressure systems and 50' (15 240 mm) T.D.H. for vacuum systems. N te: Should the total dynamic head required not be appropriate for a given project, the design en ineer shall provide an alternative. NON/ AO 454.1.6.5.5.2.1 D.E. Type filters: The filter is sized such that the felt on rate does not exceed 2 gpm/FTI. W YDNON/A 454.1.6.E 5.2.1 D.E. type filters: Pressure'filter(s) are equipped with air relief valves, it fluent/effluent pressure gauges (2" minimum face diameter), and a sight glass in the waste line!. Y NON/AO 454.1.6.5.5.2.2 D.E.ype filters: Vacuum filter systems shall be equipped with a vacuujm gauge which has a 2" 51 mm) face and reads from 0-30 inches of mercury. Y N/AO 454.1.6.5.5.2.3 D.E. type filters: A precoat pot or collector tank is be provided. Y NON/AO 454.1.6.5,5.3 The D.E.-type filter tank and elements shall be installed such that the recirculation flow drawdoesnotexposetheelementstotheatmospherewheneveronly!the main drain valve isdown open or only the surface overflow gutter system valve is open, a Y NON/AO 454.1.6.5:53 D.E. `type filters: The filter area shall be determined on the basis of effective filtering surfaces with no allowance given for areas of impaired filtration, such as broad supports, folds, or portions which may bridge Y NON/AO 454.1.6.5:5.3 D.E. type filters: Filter septa have a minimum 1" (25 mm) clear spacing between elements (up to 4 FT (0.4 m2) effective area per septum) and the minimum spacing between elements is 1/8" (3 mm) larger for each additional square foot or fraction thereof ofseptum area over 4 FTz 0.4 m2). NON/AO 454.1.6.5.5.3 DE. type filters: Vacuum filter tank has coved intersections between the wall and the floor andYIO/ WYN the tank floor slop to the filter tank drain N/AD 454.1.6.5 8` D.E. type filte he filter and vacuu g system shall hav a necessary valves piping to allow filtering to pool, vacuuming to waste, vacuuming to filter, complete f the filterd7raigetank, backwashin t sa , .- type filters and precoat recion for D.E.- type filters, i 4.1.6.5,15 D.E: type filters: Disposal of waterfrom pools using D.E. powder shall beaccomplished through separation.:tanks which are equipped with air bleed valves, bottom drain lines, and isolation valves, or through a settling tahk"With final disposal being: acceptable to localnauthorities. D:E. separator tanks shall have a capacity as rated by thejmanufacturer; equal to the square footage of the filter system 4.1.6.5.E All plastic pipe used in the recirculation system shall be imprinted with, the manufacturer's'name and the NSF-pw logo for potable water applications. Size, schedule and type of pipe shall be included on the drawings. 3 Y NDN/AO 454.1.6.5.6 Plastic pipe subject to a period of prolonged sunlight exposure shall be coated to protect it from ultraviolet light degradation. N/AO7NON/All 454,1.6.15.7 Return line, main drain line, and ;surface overflow system lines each have proportioning valves. 454.1.658 All pressure piping is sized such that the flow velocity does not exceed 10' per second (2038 mm/s) at the design flow rate. (Exception: Precoat lines when higher velocity is needed for F agitation purposes.)tt ! Y NDN/AD 454.1.6:5 8 All suction piping is sized such that the flow velocity does not exceed 6' per second (1829filterheaderwherevelocity maymm/s) at the design flow rate. (Exception: -Vacuum assembly be up to 10' per second (3048 mm/s)) i y N0N/Afl 454.1.6 5.8 Main drain systems and surface overflow systems which discharge to; collector tanks are sized such th thWow velocity does not exceed 3' per second (914 mm/s)'at the design flow rate. YEINON/A 454.1.6,.5.9 Wall inlets are directionally adjustable and are installed a minimum of, 12" (305 mm) below the normal operating water level unless precluded by the pool depthorintended for a specific acceptable purpose. 1 NDNIAO 454. 1.6.5.9 Floor return inlets have a means of flow adjustment. 454. 1.6.5.9; Floor inlets shall be designed and installed such that they do not protrude above the pool floor 454. 1.6.5.9.5 and all inlets shall be designed and installed so as not to constitute sharp edges or protrusions i __ hazardous to pool bathers. NG POOL —DOH / BOAF version February 6, 201 Y NON/A 454.1.6.5.9 Floor inlets for vinyl liner and fiberglass pools, shall be smooth with no sharp edges, and shall not extend more than 3/8" (9.5 mm) above the pool floor. YONONIAEV 454.1.6.5.9.1 Pools 30' (9144 mm) or less wide, with wall inlets only, have maximum spacing of20' (6096 mm) between inlets based on pool perimeter. Y'linNON/A0 454.1.6.5.9.2 Pools 30' (9144 mm) or less wide, with floor inlets only, have inlets located such that they arenotover20'(6096 mm) apart nor over 10' (3048 mm) from adjacent walls. Y NON/A 454.1.6.5.9.3 Pools 30' (9144 mm) or less wide with combination floor and wall inlets meet requirements of either 424.1.6.5.9.1 or .2. Y N N/A 454.1.6.5.9.4 Pools greater that 30' (9144 mm) wide have floor inlets only or a combination of floor and wall inlets. Y N N/A 454.1.6.5.9.4 Pools greater than 30' (9144 mm) wide, with floor inlets only, have inlets located such that they are not over 20' (6096 mm) apart or 10' from adjacent walls. Y NON/A 454.1.6.5.9.5 Pools greater than 30`(9144 mm) wide with combination floor and wall inlets have wall inlets not over 20' (6096 mm) apart (based on pool perimeter) and floor inlets are provided for the water area beyond 15' (4572 mm) perpendicular distance from all walls. (Floor inlets are located not over 20' (6096 mm) apart and 25' from adjacent walls.) Y °NON/A 454.1.6.5.9.6 The number of inlets handle a recirculation flow with maximu flow of 20 gpm (1 Us) per inlet. .— `,.1 'tL 2-0 0 N N/A 454.1.6.5.10 The main drain grate(s) are located at the deepest point in the pool. Y N N/A 454.1.6.5.10.1 The depth at the deepest point/main drain grate does not deviate more than 3" (76 mm) from side wall. Y . N N/AO 454.1.6.5.102 Outlets are covered by a secure grate which requires the use of a tool to remove. Y,VNIIN/A[l 454.1.6.5.10,2 The open area of the main drain grate(s) is such that the flow velocity at the grate(s) does not exceed 1W per second (457 mm/s) at the design flow rate of the recirculation pump. l tttr_tl uvw.floridaheafth, ,cavtenvironmntai-h althts ` nmi< y p' o sf d cum ,ritstap ved to Y N/A 454.1.6.5.10.2 Main drain covers/grates shal comply with the requirements of ANSI APSP 16 and the water velocity of this section. Y N N/A 454.1.6.5.10.3 Pool over 30' (9144 mm) wide in deep end has multiple main drain grates, equally spaced from the pool side walls and each other. , s- N Y N N/A 454.1.6.5.10.4 If the area is subject to high ground water, the pool shall be designed to withstand hydraulic uplift or shall be provided with hydrostatic relief devices. Y N/A 454.1.6.5,10.5 The main drain outlet shall be connected to a collector tank. Y N N/A 454.1.6.5.10.5 The capacity of the collector tank shall be at least 1 minute of the recirculated flow unless justiW by the design engineer. Note: Vacuum filter tanks are considered collector tanks. N/ A 454.1 Definitions Collector tank is a reservoir, with a minimum of 2.25 FT water (0.2 mz) surface area open to the atmosphere, from which the recirculation or feature pump takes suction, which receives the gravity flow from the main drain line and surface overflow system or feature water source line, and that is cleanable. Y ', N N/A 454.1.6.5.11 An automatic and manual water makeup control shall be provided to maintain the water level at the lip of the overflow gutter or at the mouth of the recessed automatic surface skimmers and shall discharge through an air gap into a fill pipe or collector tank. Over the rim fill spouts are prohibited. Y N/AO:., 454.1.6.5.12 A portable or plumbed vacuuming system is provided which allows vacuuming the pool with a hose not more than 50' (15 240 mm) in length. Note: Cleaning devices shall not be used while the pool is open to bathers. E Y N N/A 454.1.6.5.12 Vacuum cleaning system pump is provided with hair and lint strainer. W Y N N/AO 454.1.6.5.12 Vacuum fittings shall be mounted no more than 15" (381 mm) below the water level, flush with the pool walls, and shall be provided with a spring -loaded safety cover which shall be in place at all times when the pool is not being vacuumed; Y N N/A 454.1.6.5.12 Bag type cleaners that operate as ejectors on potable water supply pressure are protected by a vacuum breaker. ND N/ 454.1:6.5.13 A rate of flow indicator (flowmeter), reading in gpm, shall be installed on the return line. Y N6N/A 454.1.6.5,13 The rate of flow indicator shall be properly sized for the design flow rate and shall be capable of measuring from one-half toat le t 1h times t4et gn flow rate. Y N NIA 454.1.6.5.1'3 The clearances upstream and downstream from the rate of flow indicator shall comply with manufacturer's installation specifications. YONEIN/Aiy 454.1.6.5.14 Pool heaters shall comply with nationally recognized standards acceptable to the jurisdictional building department and to the design engineer. Y NON/ 454.1.6.5.14 A sketch of any proposed heater installation including valves, thermometer, pipe sizes; and material specifications shall be included in the application for permit prior to installation. Y13NONIAV 454.1.6.5.14 If heater is provided, a fixed thermometer is mounted in the pool recirculation line downstream of the heater outlet line connection. Note: Thermometers mounted on heater outlets do not meet this requirement. i YCINONACY 454.1.6.5.14 Sufficient valves and piping are provided to allow,,lsolation or removal of, the pool heater. Y NEIN/A 454.1.6.6.14 Heater bypass valve is designed for proportioning flow (gate valve is unacceptable). Y N N/A 54,1 6.6.14 Material used in solar and other heaters are nontoxic and acceptable for potable water use. Y N/A 454A .6 5.14 Heaters shall not prevent the attainment of the,required turnover rate. Y N N/A 454.1:6.5.1-5 Pool waste water shall be discharged through an air gap; disposal shall')I be to sanitary sewers, storm sewers, drain fields, or by other means,.in accordance with local. hequirements including obtaining all necessary permits. Method of water & DE'powder disposal is acceptable. Y N WAD 454.1.6.5;15 Alllines shall be sized to handle the expected flow. i, Y NCIN/A 454.1.6.5,15 There shall not be a direct physical connection between any drain from fa poolorrecirculation system and a sewer line. Y NON/A 454.1.6.5.16 Disinfection, and, pH adjustment shall be added to the pool recirculation now using automatic feeders meeting the requirement of ANSI/NSF 50 ST q M5. _ rA -Z Y N N/A 454.1.6.518 Only NSF-60 approved chemicals shall be provided. i Y N N/ACi 454 1.6.5A All chemicals shall be fed into the return line after4he pump, heater and filters unless the feeder was designed by the manufacturer and approved by the NSF to feed tothe collector tank or to the suction side of the pump. YONON/ A - 454.1.6.5:16.2 Hypohalogenation: The hypohalogenationtype feeder and electrolytic chlorine generators shall be adjustable from 0 to full range. i Y N'N/A© 454A.6.516.2 Hypohalogenation: The feeder is capable of feeding a dosage of 6 ppm to the minimum required turnover flow rate (if solution type feeders, a 5% calcium hypo hlorite or 10% sodium hypochlorite solution). 2 2 b -2 13 « U [/ _ () f 3 1-- ) t Y N N/A 454.1.6.5A6.2 Hypohalogenation: An electrical feeder, when used, has electrical interlock with the recirculation pump to prevent the disinfectant from siphoning or feedingidirectly into the pool or pool piping under any type failure of therecirculation equipment. A flow sensor controller may be used. 1 Y NQN/A 454.1.6.5.16.2 Hypohalogenation: Solution crock has a volume equal to at least 50% of the maximum daily feed capacity of thechlorine solu ion feeder. Solution crock is marked to indicate contents. W 13 PLANS REVIEW CHECK LIST — PUBLIC SWIMMING POOL —DOH / BOAF version February 6, 2018 Y IN INIA45, 4.1.6.5.16.2 Erosion type feeder shall have a flowmeter and flow adjustment valve. W.—N 454.1.6.5.16.3 Feeders for pH a usttmentshall be provided on all pools. Lk Y N 454.1.6.5.16.3 pH adjustment feeder: pH adjustment feeders shall be positive displacement type, shall be adjustable from 0 to full range. NON/A 454.1.6.5.16.3 pH adjustment feeder: An electrical feeder has electrical interlock with the recirculation pump to prevent discharge when the recirculation pump is not operating. YONON/ACY 454.1.6.5.16.3 pH adjustment feeder: When soda ash is used for pH adjustment, the maximum concentrationofsodaashsolutiontobefedshallnotexceed1/2-pound (0.2 kg) soda ash per gallon of water. Feeders for soda ash shall be capable of feeding a minimum of 3 gallons (11 L) of the above soda ash solution per pound of gas chlorination capacity. Y N N/A 454.1.6.5.16.3 pH adjustment feeder: The solution crock volume is at least 50% ofthe maximum daily capacity of the fee er and is mal<ed to indicate the contents. Y N N/A 454.1.8.12 Automated ©RP & PH controllers are provided (ONLY REQUIRED FOR SPA TYPE POOLS). Y Nl5 N/A 64E-9.004(9) A test kit is provided and is capable of testing for free active halogens, total or combined available chlorine, totel,alkalinit , calcium hardness & pH. L_ Y 3 YQN N/A 4E-9.004(9)(a) If a cyan ate type feeder is used, a cyanuric acid test kit is provided. YEIN N/A 64E-9.004(9,)(a) If a salt solution in the pool water is necessary for a chlorine generator, a sodium chloride test kit is provided. Y NON/A 454.1.6:5.17 Water features such as waterfalls or fountains in pools may use up to 20%e of the return water from the filter system, however all waters used in the feature shall not be counted towardattainingthedesignedturnoverrate. Example: If designed recirculation flowrate is 100 gpm and the features are using the maximum 20% allowed the cumulative flowrate must now be 120 gpml Y N N/A 454.1.6.5.17 Return piping system shall be designed and capable of handling the additional feature flow when the feature is turned off. 454.1.6.5.17 Features that require more than 20% of the flow rate shall be supplied by an additional pumpYNN/A that drafts from a suitable collector tank. Example: Recirculation Flow in gpm + Feature flowrate in gpm = required gallons for collector tank(s). 454.1.6.5.17 All water features that utilize water from the pool shall be designed to return the water to theYN N/A pool. 454.1.6.5.17 Spray features mounted in the pool deck shall be flush with the pool deck and shall beYNN/ designed with the safety of the pool patron in mind. Ylt]NEIN/A 64E-9.004(e) Landscape irrigation water that wets the wet deck area of the pool, the pool itself, enters the collector tank, or wets an interactive water feature must be potable water from a public water system or shall meet the bacteriological quality of potable water as evidenced by annual laboratory analysis submitted to the department. Reclaimed water may not be used in theseareas. If reclaimed water is used in the vicinity of the pool (inside of the pool fence or within 100' of the pool water's edge) it must employ drip irrigation or soaker hoses. Signs shall bepostednotifyingpoolpatronsthatreclaimedwaterisinuse, and is not to be consumed. All grey sections to be reviewed bythe building department ELECTRICAL Y N N/A 454.1.10.4.1 Outlets supplying repaired, replaced altered or relocate- pool pump motors connected to120-volt through 240-volt branch circuits, whether by recep#acle or by directsinglephase, connection, and outlets supplying all other repaired, replaced, altered, or relocated electrical equipment and underwater luminaires operating at voltages greater than the low voltagecontactlimit; connected to single-phase, 120 volt through 240-volt;branch circuits, rated 15- and 20-amperes, whether.by receptacle or by direct connection, shall be provided with ground - fault circuit interrupter protection for personnel. 14 PLANS REVIEW CHECK LIST — PUBLIC SWIMMING POOL —DOH 1 BOAF version February 6 ZU1 ts i PErntect: Wvndham Preserve Pool Plan Revision _ E4UII?OTEN7IAL;,Bt)ND1NG v Y NC]NIA! 454.11n 4 2 Any"of"the parts specifed m Sections"68026 8)(#p) through (B } of tti NFPA 70 'Nat ohal Eiect icalCode that are repaired,replaced altered rinstal new„at anexlst ngswirrtmirigd poolsh all lae° connected to theexistngbanding systern u 'erg sol d„cop ercgnductarsinsulatedcovered, ar bare not smaller#thanBAWG. a'r , ith}rigid mdtallcondu'tt of brass or othe dentifed cwrrosiwn;,resistant metal a ' YONON/A 45' 1 10 4r2 Connectons`to bwndetl arts"shalltiemadein'xa ",ordance,vIth Sectrtrt 250"8!of NFPA 7GQ",' P Nationat Eiectncal Code`s Y"N[N/A 4541 10.2 An.8 AWGorEl,arger silid capper boritlingp nductorsprovided to reducaitage gradients rntl ebeprowlareashallnotrequiredtotieextded„aor,attached ta,remote p nelboards;service equipment,o electrod 's Y®NON/A 454,14x10.4`2 Allsmetallicfloat^irtIIg}t nngs'shail , e connected fokfhnPequipoten"bonding grid'. Y tJ®NlAO4.54 1 1(}.4:2 Ftoat-in 6ghtngs wit{ir6 sion for banding; and o#her devices wt ch do riot provide annoetweelectricalconnecton,bda metal c underwater Itrmmaire and #heform n shed of a wet en che fixture %ncludingsc ws`or bolts not supplied~by the lum nai e's:ina nufacturerandltstedfor use with.„the specific uminarre shall not tie aliawed for use with,riy.underwater lurnmaire that pis; r qiatl ka be ' pundeti; YLONONtAO 454 1 10.4:2 the pool»vrater shall Wherenone$of the `banded partsisfiin ;direct connectic ri with the"pawl`; ate(, ` ` a e a._ be Sri directcon ct with.an appr' d carrasbn7resistant cortductvei, iface that exposes not less" than691 µ (5800; mrn}of surfacearea,Ito"#hepool, w11 ateratall #rris; Y NIN(AQ 4""54,1 10Theycon;tAiv-surface shall,,be located where it s,not expwsed to ph)tsical damage or d sgnrig-usualpoot ac ry ties anitsh it lie t onded to arordef e e, NtaFA70;!N,41alEtectiical,Code. Yt NONJA 454 1 Q 4:2 tided cwr crete poohstieli_shaU be cor sicieretl to be a conduetiye; uriace heXihte for metallic'"surface"'or suifaces of„ 0,yformingshell {wets"nicl }shall nwt be.caysred nthgany matenal,ncludmg.plaster, excep# potting compwund cave irrg internaIVndin§ cannectwns' tn can nonce with680 2 {B}t2}(b} of NFPA yO, Natiorael Electncal 001, shall b' eallawed: s 15 Deen,Joy From: Dan <dan@dhp-construction.com> Sent: Wednesday, December 5, 2018 2:17 PM To: Pabst, Mark A Cc: Edgar Marine; sltheisen@att.net; Brooks Tolbert; Rick Tommell; Aldrich, Dave; Deen, Joy; Fiorey, Steve; Pool Inspection Requests; Smith, Nancy M; Cerrato, Delmys B Subject: Re: Seminole Co: Wyndham Preserve (REPLACEMENT SWIMMING POOL) 59-60-1906719 Thank you Dan Parks DHP Construction LLC 312 Summerville Ln Sanford, FL 32771 407-468-1488 On Dec 5, 2018, at 1:49 PM, Pabst, Mark A <Mark.Pabst@flhealth.l;ov> wrote: Good afternoon all: Attached are the critical health & safety cover letter and checklist for the Wyndham Preserve REPLACEMENT POOL. Review of the submitted operation permit application revealed compliance. Please forward to the appropriate building department and inform the applicant to see the checklist for further details, and to contact PoolInspectReguest@flhealth.gov if they have any questions. Best regards, Mark Mark Pabst, Environmental Consultant Water Programs, Bureau of Environmental Health Division of Disease Control and Health Protection, Florida Dept. of Health TO REACH OUR DIVISION TEAM WITH POOL CODE RELATED QUESTIONS PLEASE EMAIL: PoolCodeQuestions@flhealth.eov TO REQUEST INSPECTIONS FROM THE ORLANDO REGIONAL TEAM PLEASE EMAIL: Poolinspectrequest@flhealth.eov Cell Phone: (850) 2743362, Office Phone: (407) 245-0335, Fax: (407) 317-7328 Mailing Address: 400 W Robinson St., Suite S-827, Orlando, FL 32801 Email: Mark.Pabst(cDFLhealth.gov Webpage: httaJ/www.floridahealth.gov/healthy-environmentsfindex.html Vision: To Be the Healthiest State in the Nation Mission: To protect, promote and improve the health of all people in Florida through integrated state, county and community efforts. Florida has a broad public records law which includes written communications. How are we doing? htta://adminaaasdoh35.doh.state.fl.us/ContactUs/DOHFeedback.asax?Email=EnvironmentalHealthO.doh.state.fl.us&Office=BureauOfEnviro nmentalHealth Wyndham Pool Plans 12-05-18 REVISION 3.pdf> Wyndham Preserve Replacement Pool CHS 12.05.2018.pdf> LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: V S-(Y an agent of: -e. l r) 1 s cif fS Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: / 1-2q - ) q License Holder Name: 1-,)d'Q6 State License Number: Signature of License H STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this` day of %L'y.o rt 62 Y-- 200 V,, by e. c_;^ / Mc( v/ 4) }— who is sonal ly known to me or who has producW ,--, as identification and w Print or type name Notary Public - State of Commission No. My Commission Expires: Rev. 08.12) REQUIRED INSPECTION SEQUENCE BP# I- 4e'lz BUILDING PERMIT POOL Min Max Inspection Description 10 20 Pool Foundation 20 Pool Plumbing Rough 30 Main Drain Piping i 40 Pool Deck 50 Child Safety Inspection 60 1000 Plumbing Final 1000 Pool Final Inspection I I I I I I I I Address: ELECTR_ IC_AL PERMIT Min Max Ins ection Descri tion 10 Light Niche Bonding 20 Pool Bonding 'Grid 1000 Electric Final guy Inspection escription REVISED: June 2014 PERMIT # S- q cv YS Project Name: CITY OF SANFORD BUILDING & FIRE PREVENTION DIVISION EARLY START AUTHORIZATION — APPLICATION/PERMIT Project Address: 2 3 ? % L—e - (-1 ('iy 2_ . : Contractor Name: Date: EARLY START AUTHORIZATION CONDITIONS City of Sanford and the Owner/contractor listed agree to the following: 1. A complete building permit application and plans shall be submitted at the time of the request for Early Start Authorization. 2. This Early Start Authorization is for interior work or other work as determined by the Building Official. 3. Work must comply with any and all other local, state and federal agencies related to the development and construction proposed and compliance with asbestos NESHAP regulations must occur for all demolition work. 4. Work shall not be concealed and must remain open for all necessary inspections. At the time of inspections, any work concealed shall be uncovered. 5. The contractor acknowledges that all subcontractors will be properly licensed and have current worker's compensation coverage. 6. All subcontractors are responsible for pulling their own permits. 7. Inspections of work for any construction trade will not be made until a permit has been issued for the trade. 8. The Early Start Authorization does not guarantee that construction plans will be approved as submitted. All work done prior to the issuance of the required permits shall be at the Owner's/Contractors risk. 9. The Owner/Contractor acknowledge that additional fees, including but not limited to impact and zoning fees, may be due at the time of building permit issuance, and or prior to Certificate of Occupancy. 10. The Owner/Contractor acknowledge that additional site improvements, including but not limited to installation of a grease trap, accessible parking and landscaping, may be required at the time of building permit issuance. 11. The Owner/Contractor agree to indemnify and hold the City of Sanford/Agents free and harmless from any and all claims, causes of action, damages, losses penalties or costs, including but not limited to, all attorneys fees (whether from litigation or administrative proceeding, including cost and fees on appeal), with respect to any person or government authority arising out of, either directly or indirectly, the construction or operation at the premises covered by the Early Start Authorization, whether the liability, loss or damage is caused by, or arises out of, the negligence or the City of Sanford/Agents or its officers, agents, employees, or otherwise. 12. If the City of Sanford/Agents shall be subject to any claim, demand or penalty or become a party to any suit or other judicial or administrative proceeding by reason of any claimed act or omission by any party, or by reason of any act occurring on the subject premises, or by reason of any omission with respect to the construction or operation on the subject premises, the Owner/contractor shall indemnify and hold City of Sanford/Agents harmless against all judgments, settlements, penalties and expenses, including attorney's fees, court costs and other expense of litigation of defense relating to such claim or litigation or administrative proceeding, at the election of the City of Sanford/Agents, the Owner/Contractor shall also defend the City of Sanford. 13. It is understood and hereby acknowledged between the parties hereto that the City of Sanford/Agents shall not be liable for any act or other obligation to the Owner/Contractor. 14. This Early Start Authorization will terminate upon the issuance of a Building Permit for property covered under this Early Start Authorization; however, this agreement shall remain in effect for all events occurring prior to the issuance of the Building Permit. By signing this Early Start Authorization Application, the undersigned acknowledges and agrees to condition I through 14. Contrac or Signat Owner Signature Date