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768 VECUNA RD - POOL 10, .!.-y • " °,:a,a CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 JF31�'r� 1 SWIMMING POOL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 17-POOL-3636 Job Type: SWIMMING POOL/SPA Description: new swimming pool Estimated Value: $15,000.00 Issue Date: 4/20/2017 Expiration Date: 10/17/2017 PROPERTY ADDRESS: Address: 768 VECUNA RD RE Number: 171354-0000 PROPERTY OWNER: Name: MCQUISTON, ADAM R Address: 768 VECUNA RD GENERAL CONTRACTOR INFORMATION: Name: Florida Luxury Pools, Inc. , CPC 1458932 Address: 205 S Street ST Phone: - - PERMIT INFORMATION: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. All runoff must remain on-site during construction. If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. Pool -Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). A separate Pool Permit is required. Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling, Shapell's Inc.). Container cannot be placed on City right-of-way. Full right-of-way restoration, including sod, is required. FEES: PLAN CHECK FEES $62.50 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACII ORDINANCES AND THE FLORIDA BUILDING CODES. r '' °S f CITY OF ATLANTIC BEACH �) 800 SEMINOLE ROAD yr ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 l J131>f BUILDING PERMIT FEE $125.00 STATE DCA SURCHARGE $2.00 STATE DBPR SURCHARGE $2.00 BD PLAN REV. 2ND $50.00 SUBMITTAL BD PLAN REV. 3RD $50.00 SUBMITTAL Total Payments: $291.50 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 01.-u f,J, City of Atlantic Beach APPLICATION NUMBER \.5 t Building Department (To be assigned by the Building Department.) r, if ;s 800 Seminole Road 11 _ I �r Atlantic Beach, Florida 32233-5445 t P Dot —3 3�. Phone(904)247-5826 Fax(904)247-5845 t, 'tz0;11 E-mail: building-dept@coab.us Date routed: b3 3 o I I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: tk � \) ILO-a a- (-N . Department review required Yes No & &zonTT�=Applicant: N) ld LA.1.1/L1 Q�1 ng Tree Administrator Project: 0 Lt--) Sh) i rn{•,-N- nl. P DO P - ' ' rk Public Utilities Public Safety Fire Services Review fee $ Dept Signature , Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. ❑Denied. (Circle one.) Comments: BU LDING PLANNING &ZONING Reviewed by: Date: f'/9' /7 TREE ADMIN. V Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 L-tV): City of Atlantic Beach J�A ��� APPLICATION NUMBER •a Building Department %.`s`� 800 Seminole Road (To be assigned by the Building Department.) - Atlantic Beach, Florida 32233-5445 P CO( -30 ab Phone(904)247-5826 • Fax(904)247-5845 "� 31_rh,E-mail:Email: building-dept@coab.us Date routed: trJ3 1 3 b) City web-site: http:/lwww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 0 v DLt.A-(\a-(2-if), Department review required Yes No f (wilding Applicant: F\0 fl � La .0(,,,JL' Q 0,3 C Planning&Zonin Tree Administrator Project: 'n Q)-) Sw•*,(n fes11) P DOrlc Public Utilitie) Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: • APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:_010..°.���GDate: 3//7q,7 TREE ADMIN. Second Review: [Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: wised 05/14/09 C-uv; City of Atlantic Beach l' . APPLICATION NUMBER e_ . ,. Building Department + r ,...-: 0,1,:., `• 800 Seminole Road i .�; ?I (To be assigned by the Building Department.) • s) • Atlantic Beach, Florida 32233-544 1 1- P CDL.—30t / Phone(904)247-5826 • Fax(904 7 3 ` 2017 /, ;319'r E-mail: building-dept@coab.us Date routed: b3 1 3 b)1 City web-site: http://www.coab.us BY: APPLICATION REVIEW AND TRACKING FORM Property Address: 0 \J LL,U-(\GC a, De 3artment review required Yes No 1 r n Biding Applicant: [�`Ofl (,1.l Xkk Jl' r Do1.3 ( Planning &Zornn Tree Adminisfrator Project: 'n LW Sh) i rR(("-t n) P D61 P •. k Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. Denied. (Circle one.) Comments: BUILDING PLANNING &ZONINGr Reviewed b • � Al% / Date: TREE ADMIN. �'� Second Review: Approved as revised. ❑Denied. 4 V-hi? PUBLIC WORKS Comments: Il /Rad 4464# PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: Yea/7 FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: wised 05/14/09 • (iJj City of Atlantic Beach, z► Building Department " � '"�' APPLICATION NUMBER 800 Seminole Road o be assigned by the Building Department.) " . Atlantic Beach, Florida 32233-5445 MAR ' 2011ri Phone (904)247-5826 • Fax(904)247-58Y Aiii OO[ 3 "bo; cj E-mail: building-dept@coab.us _ Date routed: b3 I "b)i City web-site: http://www.coab.us . APPLICATION REVIEW AND TRACKING FORM Property Address: -i- 0 v LLU4\GC a, Department review required Yes No l 1 ( n i Applicant: Fko6 ail l,l�(,t,t.ft` Y DD\. Planning i &Zonin Tree dministrator Project: 'n 1,1") Sh).t ren fvt.t("1 PDO p....D.---.H.thliciAtzlE„)< Public Utilitie Public Safety Fire Services Review fee $ (7 Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept.of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: - APPLICATION STATUS Reviewing Department First Review: (" Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING 5- _� Reviewed by: (" )41Date: /I/7 TRE DMIN. Second Review: ['Approved as revised. ❑Denied. B ICORK Comments: BL.�IC,,tu TILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: wised 05/14/09 0 l'2-\-1\-1/26 CITY OF ATLANTIC BEACH J`S . < ` . t•§% 800 Seminole Road ts1 Atlantic Beach, Florida 32233 s 1 Telephone(904)247-5800 +4.. ., __ _ -'z' FAX(904)247-5845 ''''''t 0; 9l. REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: /7( ( 7 Received by: Resubmitted: Permit Number: 1'7 - poo i - 3(c°3(p Original Plans Examiner: Proj-ct Name: Project Address: . . At / / Contractor: a _ -(,In Ice Contact Name: M - , i•,,. Contact Phone Maar ip- ontact e-mail: Jo ,, - , i ; C a Revision/Plan Check/Permit Fee(s)Due: $ SO.Ob Description of Proposed Revision to Existing Permit: ,!� � � n� / �� � J I 1/ L)f fy aUt S APP - / 2017 Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print name) affirm that the above revision is inclusi - oft . •posed change . id* - �/7/lam Si_- • ure . - ontractor T Agent(Contractor must sign if increase in valuation) Date I Office Use Only Date: /... /0`(7 Approved: Pa r /14/1/ Rejected: Notified by: Plan Review Comments i7IaSStnS dt- i OM Co11v1ISib/. CAS . e - : . • •sent review required Yeses No �/ . Building ` V �j • •• •• - Zoning f� Tree Administrator Plans Examiner Public Works gr•-/017 Public Utilities Public Safety Date Created 4/13/16 Rcv.3 Fire Services -S r\-N-rj CITY OF ATLANTIC BEACH J' .;:.,\A800 Seminole Road f Atlantic Beach,Florida 32233 `" c) Telephone(904)247-5800 `) a -'' FAX(904)247-5845 � _-___,01319' REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 11— ) a— 11 Received by: Resubmitted: Permit Number: Original Plans Examiner: Project Name: e\c 6Nls�ro n Project Address:_ -.),p% qQ( Aro? - k-\A Contractor: —)[,c c L.h v c� o o\5 Contact Name: r A4,„, Contact Phre . C• • . -- �.. a(� (be a„\s r,6. (or't Revision/Flan Chec Permit Fee (s)Due: " ©.00 1 Description of Proposed Revision to Existing 0\5 C ______-,,,,,:„ O'-'sok Vlow s0 / 101 \pp?` V' , Additional Increase in Building Value: $ 0 Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I (print name) affirm that the above revision is inclusive of the proposed changes. '- /, -1 Signature of Contractor/Agen ontractor must sign if increase in valuation) Date Office Use Only (,/ Date: ` ' 19 ,I Approved: x Rejected: Notified by Plan Review Comments: _ Department review required Yes No Building!-------, Planning &Loning Tree Administrator Plans Examiner Public Works . ! d1 -1 -7 Public Utilities f -- 1 Public Safety i)alC Created Rev 3 Fire Services - CITY OF ATLANTIC BEACH J :� S� 800 SEMINOLE ROAD 6 '�r ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 4.6.2017 Permit#: 17-POOL-3636 Applicant: _ Florida Luxury Pools Site Address: 768 Vecuna Rd.,AB Site Address: 205 South St.,Neptune Beach Review: 2 Phone: _ 881-9455 RE#: Email: eathen(a�luxurypoolsiax.com Homeowner: Adam Mcquiston; mcquistona@gmail.com CORRECTION COMMENTS: These comments are from 1 of 4 departments that are reviewing this application. . ubmit the SIMPLIFIED TOTAL DYNAMIC HEAD (TD1T ---. CALCULATION WORKSHEET. 2 Copies. . . Specify how you will comply with the pool safety inspection..... fence, etc. `ec9`...//7 7 Mike Jones / ` Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 Second review. 1. You forgot to submit the TOTAL HEAD IN FEET CONVERSION CHART. c;metf tovi 02eV e.w Co . , yraw }S 4/- 1 '17 //1 1 6,,, `5, CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD :,. r� ATLANTIC BEACH, FL 32233 \\,,,,.. (904) 247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 4.6.2017 Permit#: 17-POOL-3636 Applicant: Florida Luxury Pools Site Address: 768 Vecuna Rd., AB Site Address: 205 South St., Neptune Beach Review: 1 Phone: 881-9455 RE#: Email: eathen(a,luxurypoolsiax.com— Homeowner: Adam Mcquiston; mcquistona@gmail.com CORRECTION COMMENTS: These comments are from 1 of 4 departments that are reviewing this application. 1. Submit the SIMPLIFIED TOTAL DYNAMIC HEAD (TDH) CALCULATION WORKSHEET. 2 Copies. 2. Specify how you will comply with the pool safety inspection..... fence, alarms, etc. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 -11 &yra d ecl Revi e t,. C 0 ,.r. l"" 14 ZI- 6 . / 7 /11 )' 1 ori Building Permit Application itotA\r City of Atlantic Beach Y y 800 Seminole Road,Atlantic Beach, FL 32233 sir' Phone: (904)247-5826 Fax: (904)247-5845 Job Address: 1 (P' V e C u(\& P... - 44•I, ,k hl L Permit Number: Legal Description i (Li &DC- (5 .5u18-1.)5;x1 geyA,i p)rt5 o, 7')) A- RE# Valuation of Work(Replacement Cost)$ I )( 0 6 Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one). New ddition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercialesidentia • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: 1 Florida Product Approval# for multiple products use product approval form Property Owner Information r/ J Name: A m(� /V;S on Address: ��b V V C�' /_ City lain r1C eo-ch State Zip 3ZZ-j phone(30(.4) 74J- 5S4�r E-Mail ilt\ ct u i S -p/(4 @ r/''tQ / ,loin Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information O Srr 5 et�s Name of Company: 1-4l'. (i1.Ga v Xviy P� Qualifying Agent: _ 2T/�'P� Address )0.0-1-11 -City , . , i. _ State rt., Zip cP — Office Phone qD. Q (-81.15 Job Site/Contact N mlpr qOW <;541-61.4/ 5-5-- State $- State Certification/Registration# 146S q V E-Mail ROMNQ►(10 I iii ufy peol.6 jax r COt"1 Architect Name&Phone# / •/ Engineer's Name&Phone# Workers Compensation (°7c,eWlpf 3./S2 /c241-7 Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS,POOLS, FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING OUR NOTICE OF COMMENCEMENT. ( gnature of Owner or Agent including Contractor) (Signature of Contractor) Signed and sworn to(or affirmed)before me this . e day of Signed land sworn to(or affirmed)bef.re me this, • y of Me,C� Z,'17 ,by a :.-" , C t i ,..:20,- ,� , b . '.;' _1! . � Air Air L -AL AillismillFai , (Si: .t''eof No ary) is .t r• o • .PPP- :1�'r' CHARLES CRIBBS 4; 4.,,;, %y• CHARLES CRIBBS �, MY COMMISSION t FF 105360 i. . e MY COMMISSION t FF 105360 •• EXPIRES:March 26,2018 � EXPIRES:March 26,2018 [I.)�rsonally Known O; Bonded Thai Notary Peale UnderwrA. [ Personally Know a;p!r'. Bonded ThruNotaryPudicUnderwriters [ ]Produced Identi [ ]Produced Identification Type of Identification: __ Type of Identification:_____ i l,t,yr._. r , TREE & VEGETATION AFFIDAVIT , 'r City of Atlantic Beach _ - _0, i1 Department of Community Development \-)V z. Planning&Zoning Division \ 800 Seminole Road Atlantic Beach,FL 32233 '.01W-___2V" (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION r Owner(s) E Legal Authorized Agent* NAME OF APPLICANT 2---CAI4‘,e in GO• ((t t C%.Y14 NAME OF COMPANY clot, dAZ, Z, U X(Jr` foo k %4 0 ADDRESS OF COMPANY 0 65 co-0,41 SJ JQ p Imp &k6i) / A 3 2 ( PHONE( 6(4)qU 9(1 CELL (9(1)cN/_'1L/$ EMAIL atilt) -a ;,/U,Lco/ 0O4 ' CONTRACTOR CERTIFICATION NUMBER C.,'ea \ 5 `9'� ATLBCH BUSINESS TAX RECEIPT NUMBER a 7a 1 1 1 SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY -.47C0ye C U(\Q ac).. /� ) 1�4,C 61 1_ J F6 3723 If an address has not been assigned to this property,contact the AS Building at(904)247-5826 to request an address. LEGAL DESCRIPTION LOT I BLOCK ) l] SUBDIVISION 2oya I Jn5 0,4riX/1 REAL ESTATE NUMBER LOT OR PARCEL SIZE: '7j S a) SQ FT AC RESIDENTIAL X COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-describ-d or adjacent properties in conjunction with this project. / Y SIG • •E OF •WNER SIGNATURE OF OWNER Signed and sworn before "me on this 2q day of pa(df,_ , � (-1 ,by State of ( . (j9 !/�i\ Q.?4- v)� `��` County of f)u j"a1 Identification verified: '{ 4y,,,, CHARLESCRIBBS I Oath sworn: r Yes r No j . MV COMMISSION t FF 1053f0 •t /4- •. EXPIRES:March 28,20 11 0.4'1°- Notary '",?�o,�; nded Thru ry Pudic U�cwcben„R t� Bo Nota .Signature REV-IVA.-00.12 My Commission expires: 3 - C,-A)ii • fie rn, 71 - /7- Poo/ 7034 NOTICE OF COMMENCEMENT rii 7 COPY State of F-..(,01, L County of pU vQl Tax Folio No. To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCE " '� Legal Description of property being improved: r1 31- I - � i- as - ro)F PA\'MS Va4k 3 Lol- l''k1S11• 1S . A ess of property being improved: nn • • rt. • _ t _: . C ,�C'' a - General description of improvements: 17 -, r I Q.�. . `. u 'A. II,o 1 Owner: AC 146_41.-1V) PIN V i 5I in Address: ! �U Y GC U f g�. Viet 6'��l Z�zj 3 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: .4 Contractor: • _ • .U •d c P _ �q Address: a� 01-1A ',4. N ep v"e 1]C,ch1� r L-3 2 Ge 6 S Fax No: �C� 1 tJ SaX•coil/ Telephone No.: -(0�I) �`��)S p S p � �� Y(�`'1 Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: • • Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): 6;, THIS SPACE FOR RECORDER'S USE ONLY OWNER 4 J� Signed: /` Date: ?'c ' Before me this /_/�, -1 ; r . in the County of Duval,State 0 • ' . ,. •finally appear • - Personally Kno. •• or Doc#2017054977,OR BK 17944 Page 914, Produced 1dentific / _ Number Pages. 1 Notary Public: 'Sr• Recorded 04/12/2017 at 03:14 PM. My commission expires: (i .ao W Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY ":- . CHARLES CRIBS RECORDING$10.00 ' ' !'"= MY COMMISSION It FF 105360 I . . EXPIRES:March 28,2018 is • ji ,';,.• Bonded Thru Notary Public Underwriters y This Warranty.Deed Made this 22nd day of June A.D. 2001 ok 1Q044 Page j,005 by HAROLD N. ADAMSON and DEANNA L. ADAMSON, his wife hereinafter called the grantor,to p-"�"eEy"r io001 4 570e ADAM R. MCQUISTON, A SINGLE MAN F1I1005 • a Maorgd Ifif FF 1 03134:19 pg whose post office address is: 768 VECUNA ROAD altlygtt crecurr couNry tbtAPr ATLANTIC BEACH, FLORIDA 32233 >StiSnF Grantees' Tax Id ft :593-46-7685DI DEO DOC Scalp j X1.00 750 s " 5.00 hereinafter called the grantee: 0 (Whenever used herein the term'grantor'and'grantee'include all the parties to this instrument and the e) heirs,legal representatives and assigns of individuals,and the successors and assigns of corporations) �� ;`y Witnesseth, that the grantor,for and in consideration of the sum of S 10.00 and other valuable considerations,receipt whereof is hereby acknowledged,hereby grants,bargains,sells,aliens,remises, t9 releases,conveys confirms unto the Ys andgrantee,all that certain land situate in DUVAL County,Florida,viz: Lot 14, Block 15, ROYAL PALMS UNIT TWO A, according to plat thereof as recorded in Plat Book 31, pages 1, 1A, 1B, 1C and 1D of the current public records of Duval County, Florida. SUBJECT TO covenants, restrictions, easements of records and taxes for the current year. Parcel Identification Number: 171354-0000 Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land;that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 01 In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in our presence: �� #L :k 1 -10/144,-- 1//cfp,117/111, ,,VO4,,,,,,,_ • Tbnr k Addrq: - ' ' kik HAROLD M. ADAMSON , akliP v' 7 • ;,i , DEANNA L. ADAMSON 11%ow: % '41kme k Adores: fwS FI tank, Tune k Adder - State of Florida County of Duval The foregoing instrument was acknowledged before mc this 22nd day of June , 2001,by HAROLD M. ADAMSON and DEANNA L. ADAMSON, his wife who is personally known to me or who has produced A DRIVER'S LICENSE as identification. ,.,--r,-. Mks 0.Faro MYCOMMISMON i0G/1w WIRES Decornbi r 24 2003 ��/CA' 6 t Ae r aoaorotHattxxfa ltIMWICEate Notary Public '.� Print Name: _ '--- My Commission Expires _ PREPARED BY: First Coast Title Services, Inc. RECORD & RETURN TO: First Coast Title Services, Inc. WD-1 9485 Regency Square Blvd. Suite 460 5/93 Jacksonville, Florida 32225 File No:2001-23004 J J City of Atlantic Beach 0;31� Swimming Pool Permit Checklist • ermit Application U Proof of Property Ownership 1 \e— c S\ Dr\ k4 Recorded Notice of Commencement Boundary Survey I,�/Tree Removal Application Lb Plans and Specifications RECEIVED Gd' Engineered Pool Steel Drawings Ui Contractors Information ❑ DEP Permit MAR 2 9 2017 ❑ Variance Approval Letter Building Department Permit Application: City of Atlantic Beach, FL 1. In "description " box, indicate type of work being performed (i.e. "swimming pool", "above ground pool, etc.") 2. Application must be signed and notarized by the pool contractor and property owner. Proof of Property Ownership: If the current owner is officially listed as owner with the Property Appraiser, only a photo I.D. is required. If the current owner is not listed, a copy of the Recorded Warranty Deed must be provided. Contractor Information: Building contractors must provide a current copy of the following: - Florida State Contractors license - General Liability insurance - Workman's Compensation - Duval County or Atlantic Beach Business Tax Receipt (Occupational License) **The hiring of a contractor is not required if the property owner is building the swimming pool for his own use and, submits an Owner-Builder affidavit when applying for the pool permit. Recorded Notice of Commencement: If value of proposed work (value = replacement cost) exceeds $2,500, a recorded N.O.C. (Notice of Commencement) must be submitted with application. The County Clerk has a satellite office located at 1543 Atlantic Blvd. in Neptune Beach. I Boundary Survey: • Survey may not be an altered, reduced, or faxed copy. • Survey must contain the surveyor's license number, signature and date. • Survey does not have to be recent or the original, but must accurately represent what is currently on property. Tree Removal Application: If trees are to be removed, a tree removal permit must be obtained. Otherwise, only an affidavit stating, "no protected trees are to be removed" is required. Plans and Specifications: • Cover page: with address of project, occupancy class for the property (for one & two family: Group R-3), the applicable codes (see below), and an index of all drawings and attachments. The cover page is to include "lot coverage calculations" (impervious surface calculations). • Site plan: to include size and location of proposed swimming pool, pool equipment and barrier, any overhead or underground utilities, septic tanks & drain fields, buried gas tanks etc. Site plan to indicate pools distance from property lines and other structures. Pool and equipment must be a minimum of five feet from rear and side lot lines, and cannot be located in the front yard or forward of the main house. • Deck plan: indicating slab thickness, psi of concrete, size and locations of any footings, slope of deck drainage and trench drain locations. • Pool Barrier Details: Provide details showing compliance with the FBC- Residential-sec. 403.2.17.1(Florida Building Code) through 17.3. If alarms are used provide alarm specifications showing compliance with UL 2017. • Additional Details & Specifications: Provide pool drain anti-entrapment details, required electrical devices, grounding & bonding details etc. Additional impervious surface areas (decks/patios) must be indicated. Engineered Pool Steel Drawings: • Structural requirements for the pool to be in accordance with '07 FBC (Florida Building Code) and ASCE7-02. • Engineer's embossed seal, signature and date required on engineered plans. A copy of the original engineered pool plan can be used for pools not located in the Coastal Construction Control Line (CCCL), (ocean front properties). Indicate permit number or address where the original plan can be located. • Pools located within the CCCL are required to be on piles. D.E.P. Permit: Construction of swimming pools located in the CCCL (Coastal Construction Control Line) are required to be approved by the Florida Department of Environmental Protection, prior to submitting a permit application with the Atlantic Beach Building Department. For more information, contact the local DEP representative at (904) 859-4955. 2 Variance Approval Letter: If a variance was required to build the proposed swimming pool or deck, a copy of the order approving the variance must be submitted with the Swimming Pool permit application form. Frequently Asked Questions: • Who reviews a Swimming Pool Permit application? 1. Planning and Zoning Development: Swimming Pool permit applications are reviewed by the Planning and Zoning Department to ensure compliance with the City of Atlantic Beach Land Development Regulations and Code of Ordinances. Swimming pools are reviewed for location etc. For more information contact the City Planner's office at Planning-Zoning(a coab.us or telephone (904) 247-5826. 2. Building Department: Pool permit applications are reviewed for safety, structural, electrical requirements etc. For more information contact the Building Department at Building-Department(a)coab.us or telephone (904) 247-5826. 3. Public Works: reviews lot coverage, on-site water retention, erosion control, tree protection etc. For more information contact the Public Works Director at rcarper@coab.us or telephone (904) 247-5834. • How long does it take for my application to be reviewed? Normally, Swimming Pool permits can be reviewed and approved in 5 - 7 business days. • Are separate sub-permits required for electrical, gas, fences, screen enclosures etc.? Yes, separate permits are required for all the above mentioned and for other facets/elements of the pool construction project. • What inspections are required for a swimming pool? 1. Pool Steel —when structural shell has been installed. 2. Electrical Grounding 3. Final —when pool is fully operational and pool barrier has been completely installed. Note: Other inspections may be required depending on the design and location, i.e. piles. • What are the applicable building codes and ordinances? -'07 Florida Building Code - 07 Florida Building Code-Residential - '08 National Electrical Code - ASCE7-02 Structural Design " 4v's - - 7 VeCof\ cc. 12_ A A_I- icupd,c_ F65a33 (\ u4 A0Jvle : AJ.cavl Thcci u ; 51-6/) uacty ceAce A-0 be ; n S+ct iI ed p � I`_ 66 \ : 0.1 Ae Cecj ;(-e yk*en-FS co ,de4,`ei w\ tv‘61 c)0A \co yilci 6 1 r laic) # ' 'vi S ysfPn'' w : I /-\ i\ 51-6d � e (‘d o r all J06r5 4— w �Rok,0 access-�y 5u0s( 014/019 poo Ir '7 (9'6' e cu r\a- (Z_A Ff COPY . ANSI/APSP-7 2006 Specifies three methods for determining the maximum system flow rate.I Adam McQuiston The following simplified TDH calculation si one of these methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate: Minimum Flow Rate Required:35 GPM Per Skimmer(Required:1 skimmer per 800 sf of surf.Area) 1.Calculate Pool Volume: 300 X 3.35 X 7.48(gal./cubic foot) = 7517.4 (Surf.Area) (Avg.Depth) (Vol in gal.) 2.Determine preferred Turnover Timein hours: 6 60(min./hr.) = 360 (Hours) (Turnover in Min.) 3.Determine Max Flow Rate: 7517.4 / 360 = 21 + 40 = 61 (Vol in gal.) (Turnover in Mins.) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) 4.Spa Jets: X gpm per jet = 0 flow rate. (#of Jets) (Jet Flow) (Total Jet Flow Rate) (For single pump poolspa combo,use higher No.3 or No.4 in the following calculations for the pool&spa) Determine Pipe Sizes: Branch Piping to be 2 inch to keep velocity @ 6 fps max at 61 gpm Maximum System Flow Rate. Trunk Piping to be 2 inch to keep velocity @ 8 fps max at 61 gpm Maximum System Flow Rate. Return Piping to be 1.5 inch to keep velocity @ 10 fps max at 61 gpm Maximum System Flow Rate. Determine Simplified TDH: 1.Distance from pool to pump in feet: 35 2.Friction loss(in suction pipe)in 2 inch pipe per 1ft.@ 61 gpm = 0.06 (from pipe flow/friction loss chart) 3.Friction loss(in return pipe)in 1.5 inch pipe per 1ft.@ 61 gpm = 0.21 (from pipe flow/friction loss chart) 4 35 X 0.06 = 2.1 (Length of Suct.Pipe) (Ft of headllft of pipe.) (TDH Suct.Pipe) 5 35 X 0.21 = 7.35 (Length of Pressure Pipe) (Ft of headllf of pipe.) (TDH Return Pipe) TDH in piping: 9.45 Filter loss in TDH(from filter data sheet): 10 Heater loss in TDH(from heater data sheet): 0 Total all other loss: 32 (Total all other loss includes but is not limited to...Waterfalls,90's,45's,valves,eyeballs,etc...) Total Dynamic Head(TDH): i 51.45 Selected Pump and Main Drain Cover: Pump selection Pentair Intellifo using pump curve for TDH&System Flow Rate (Pump model and size in Horsepower) Main Drain Cover (Galaxy 8"{25531-001-000} (System Flow Rate must not exceed approved cover flow rates) (Make and Model) Notes:Minimum system flow based on min.flow per skimmer of 35 gpm. Determine the Number and Type of Required In-Floor Suction Outlets: Check all that apply. X © © 2 2" Suction outlets @ 95 gpm max flow(see note 2). 3' Q ©J 3 Suction outlets @ gpm max flow(see note 3). Channel Drain gpm w/ ports(see note 4). req pis 01161 41163,R",% f . l..v�i ...1v • Thi I For Cat�t7l pumrtionp Options ' rota/ Head In Feet Conversion Chart For each pump Ir-Check one. Maury (Vacuum Gauge) _! 0 2 4 6 8 I io 12 I 1416 l 1t r I Simplified Total Dynamic Head (STDHI __o 10.0 23 4.5 16.8 9A 11J 13.6-- -4.8 1s1t.1 r10-JS ' Complete STDH Worksheet - FII in ell tl�nks. t 1 l 23 ;6 I 6.9 9.1 MEN 13.6 15.9 t 18.1 20.T-!-T-2.7 1 2 4.6 69 9.1 11.4 2114 227 1 25.0 (`-- Total Dynamic Head (TDH) I . 3 6.9 dg" 115 13.7 16A Elf 228 250 1276 Complete Program or other colcs. fill in required 4- 9.2 115 m 16.0 183 2a5 22B 25.1 ® 29;6 . blanks on worksheet & attach calculations. 1 5 1_ 13'8 16'1 183 20-6 226 25.1 27.4 29.6 319 6 13.9.9 I 16.1 18.4 12^.8 229 252 27.4 247 31.9 .342 _ 1 Maximum Flow Capacity 7 142 18.4 20.7 123.0 25.2 273 23.7 32.0 34.3 363 �' of the new or replacement pump. tas 7 25.0253 275 123s 1 32,0 343 366 366 9 1208 23.1 25.3 276 29.8° 321 34.3 36.6 349 41.1 10 23.1 125.4 27.6 23.9 32.1 34.4 .36.7 38.9 413 43.4 11 1 25.4 2.7 29.9 322 34.5 36.7 39.0 412 43.5 45.8 • -.-.. 30 12 r 27.7 10 322 343 36.8 39.0 41.3 143.5 •45.8 48.1 Notes co 133 323 3.0 132.3 d 34.6 368 39.1 413 43.6 45.9. 48.1 50.4 F, 34.6369 39.1 41.4 43.6 45.9 48.2 50.4 52.7 ' C) 15 34.6 3691 39.2 41.4 43.7.1 45.9 . 48.2 50.5 52.7 55.0 1. If a variable speed pump is used, use the max. 16 37.0 Y4.2 41.5 43.7 46.0 .483 515. 522 Sao 3 I pump flow in tali ulations. m 17 39.3 . 415 436 461 483 50.6 528 551 37.4.1 59576 12. For side wall drains, use appropriate side wail drain ri 18 41.6 438 46.1 48.4 50.6 529 55.1 57.4 59.7 161.9 19 43.9 462 48.4 50.7 52.9 55.2 .57.4 59.7 620 64.2 l flow as.. ublished'b manufacturer • - " 20 45-2 46.5• "50.7 530. P Y _. 552- 57S :59.6 620 64:3 t9;.5 ' _ v) 21 ' .435' .50,8. .53.3 55.3: 576 '5921- ..62.1 64.3. 664 689 I.-insert :rnanufocturer's-.-name 'arid bpiovert.•rrozirimum `1"' 22- .513- :53:1';55.3 -:::5ff9.,-41-r4:4-'r '8 'Su' '68.9• 712 flow -. 23. 53.1-, :.554. '•57.7. -;'.622 644 667: '1 A `.71.T ,' 24- 56.4 -'`.57.7:',..:6(1.0-7. ;137.-t:-464.5' `:66.7' *:69.0.' 713; .755' :75.8 -` 4 Se'e•installation.instruetioris-.for.'riumbei-'of_pohs..to'' •-•::•..•-••••••'-2-5....- 57s ' .64s"1664`....',69.1 .71.3- 73.6•-'75.6 . .78.1 ,,,,be used. - - '1:''-'•24'" Car ;5a.3 ;64:6 46.8 :89i ,,7p4 . 73.6- 75.9 '.76.1 '80.4 . 27 624 .'646:':156.9:"..'69.2'...71 4 +737 759 . 782 :805. 827 ' • l 5.-In-Floor suction outlet cover/grate must conform to 647 �9 �Z 715- 73.7 76.0732 80.5. 626 aSA most recent edition of .SME/ANSI A112.19.8 and be 67.063.3 715. 733 76.0 .783 9os 626 351 I 673 30 693 071.6' 73.8 76.1 78.3. 80.6 829 85.1 87.4 89.6 embossed with that edition approval. 31 1 71.6 73.9 76.1 78.4 967 829 85.2 874 897 920• 3z 739 761 78.4 80.7 83.0 165.2 673 89.7 920 94.3 6. Pump, Filter & Heater make and model cannot 33 1762 78.5 e0.7 163.0 85.3 1873 169.8 9201 94.3 96.6 changed, and equipment location cannot be moved 34 I Its au .33.1 .55.3 87.6 89.6 92.1 94.4 1 96.6 939 plan • ' and 35 1 80.9 :83.1 . 55.4. 187.6. 69.9 1 922 1 94.4 96.7 I969 11012 closer to pool without submitting a revised TDH calculation worksheet fa approval. NOTE FELD TDff . j;-BE'EQUA[_. TO OR HIGHER TI-1AN THE G4LGutATED:TDH. flow and Friction tis Per Foot Schedule 40 PVC Pipe vataa r-Fat Per S=rui • - P 6 e 10 .. Dtawii 13y: A RPATTON cit Specializing in 1' 16 . 0.14' "x' 0.23' 16 0.35 Associates, Inc. Rtid and Commercial 1S' i 37 yam 1 0.08' 50 0.14' 62 2 •. 021' 2- 6Z or-;i ao6 50 nom ala 6err, 316 ('o7) 977-1892. Poole, Fountains and Feafurc -2.5' 1 86 I 0.05' J 117 9Pm 0.09• 146 qpm 0.13' . r 136 argil 0.04'- 181 0.07' 227 •• 0.10' ' 4' 234 .- 0.03'. 313 .•. 0.05' 392 •. 0.07 r 534 0.02' EEO= 0.03' ®a • This form is the property of Gordon H. Shepardson, PE and may only be used in conjunction with my Residentist Swimming Pool Specification Drawings or by others with my written'permission. _ Dole ate Swimming Pool Specification For:. . e . Controctors 'nom GORDON H. SHEPARDSON, P.E. A 'Iron,.a FL PE 19333 Controc,r3 Printed Nome 672 N. Semoran Blvd., Ste 203 • CRC 0 (_9?,3 Orlando, FL 32807 Qvt{_ tol{1Controc` S ‘No.-6 (407) 275-1099 • Contractors +4iep oto. Fax: (407) 275-1015 Scale: None Rev 0 - 2/16/09 TI m H A r o O p R 9 i o a $m I ', m '" p S p �[, T p n [p mt 885 S Z E I 7 D A n { 55p ° O .a I '� CO m 'm D O V m n D D o ; m b I (- -) A m = m O O. 1 i. O i T o A I y U m �: Z I g T4 C:I IN m I� _:r1 t A % I � D m H 4 A I a a w O I V I a I R I I 1 I O AO G D N D f. s 1 W r � m r I n- r 4 TT t) Z9 P.> O - / g � 1 Z N oo x a = J Z <c n T = � vao ,y < p I a z ,..1 A;.+ r I LI 1 N GOC tCO 0 I O m O Z in D.0 N N J T r� p I WUa0 G r r_T DEM Ii--) A- I g 0 0 O Z o 1 g 7 " I ul ` c e DEPTH L 1 w r '"' o I ocPTN I u. psIINI ., o • ' . I $ W afY m I N _ ys 1 W O 5'6" Z APP RO X.1T TO I ILIO N W DEVTN = PROPERTY LINE �I > gIC 5 iii 1 1 W N p Hi G 1 i '- O ir,n O 2 F T I I 12 0' O 1 9 i A I $p 1 m I 7� 1 r` • m0 I ^ NOLLY30133N3331YWIXOMEEV } _ J 0 o v >T 0 n O O • A m x Am z m m D 3 D D m m A La N W V A r 40 - -n• N V n d 'Qall A New Pool For The McQuiston Family 7nA Vrruna Roar. 44 FLORIDA LUXURY POOLS Atlantic'!teach.I-I.32223 . • • . • 2 ( I ƒ §2 • — ■ - A2i , vo., 74 k t-` : ! �■ • . — \ -.- $ { i I ^ / �cA ƒ /_ § j§ \ • j * go• +\k � / / § . d • 0 0 .. \ rT1 ' %X • % }{ 03 7 f N, X & X \ C k Z 0 \ • X }\ to N . \ )% $ $ . -11 �� a m .0R \ \ N k ` [ \ [ • L \ o k . _ o to § ) 6 • a § ' H Ul ^ ` �� !| ( \ ■& \ ` P� � g 22 -§ ! P. §§ » c ' m AI A New Pool For Thc : s n st Family #_t, « m«va . LORIDA LUXURY POOLS II?t1.Col_culotion °DAR Y ` Total' Head In Feet Conversion Chart For each pump Check one. inches Mercury (Vacuum Gauge) i• Jj 0 2 I 4 I 6 8 1 10 12 14 I 18 �`-i'Vii^ olified Total Dynamic Head (STDHi 0 1 0.0 _� 2.3 I 43 1_64 9.0 11.3 13.6 1 15.6 lei-20'- 1 - ,.n 1''1 ._ t i _� - i 23 4.6 1 6.8 I 9.1 ® 13.6 15.9 18.1 20.11-7---2,.., t Co~piece STDH Worksheet - Fl, in ..1 V!an:-.-;. �2 4.6 69 9.1 11.4 13.7 15.9 182 z04 22.7 25.0 (� Total Dynamic Head (TOR) I 3 69 115 13.7 16.0 20.5 228 25.0 27.3 Complete Program or other colts. Fill in required 4_ 9.2 11.5 135 16.0 los 228 25.1 27.3 29.6 • � _ S 115 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 319 blanks on worksheet & attach calculations. 6 13.9 161 184 2081 22.9 252 27.4 29.7 31.9 342 �` �1r1Y,imurn Flow Capacity 7 1 16.2 x18.4 20.1 I z3 275 j 29.7 32.0 , 34.3 363 . of the now or replacement pump. _8 J 185 i 23'7 1 � 27-5 129.e 32_ 34s 366 I 385 p P 9 NA MI 253 27-6 NA° 32.1 34.3 366 au 41.1 10 123.1 25.4 27.6 29.9 32.1 34.4 .36.7 389 41.2 43.4 11 _25.4 27.7 29.9 32.2 34.5 36.7 39A ® 43.5 45.8 4---,;-----S �-�''------ 0 12 27.7 13QA 322 34.5 391) 41.3 1433 45.8 481 NotI eS , 13 J 30 0 132.3 134.6 36.8 41.3 43.6 +r 459 48.1 50.4 0 14 1 32.3 34.6 1 36.9 19.1 1 41.4 1 43.6 45.9 462 50.4. 52.7 ' c-, 15 34.6 36.9 392 41.4 1 43.71 45.9 48.2 505 52.7 55.0 1. !f a variable speed pump is used, use the max. E 16 37.0 392 41.5 43.7 i 46.0 48..3 50.5 52.8 I `'55.0 157 .3 1 pump flow in calculations. 17 393 41$ 43.8 461 48.3 50.6. 52.8 55.1 J 57.4 59.6 0 18 41.6 4311 46.1 48.4 50.6 52.9 55.1 57.4 59.7 1 619 2. For side wall drains, use appropriate side wall drain v- 19 43.9 462 48.4 50.7 1529 55.2 .57.4 59.7 62.0 64.2 I flow os published'-by•manufacturer �_ 4.6.2 4e5 50.7' 53.0 ( 552 57.5 .598 62.0 64.3 66.5 Cl) :21 48S -504 'S3.0...55.3. :.57.6 59.8 62.1 64.3 66.6 68.9 3.-'Insert manufacturer's--name and`:'aproved`maximtim 22- 50.8 :571-'55-3.` 57.8 1 59'9: -•62i" '64.4' •.66.6 -68.9 712. flow • 11 SSS :554 .57.7 599 622 644 667 690- 712 _73.5 ' 24-_,-1 4 1..•.544 577 Edo- 162.2-' 64.5• -.66.7• .69.0 71.3. 75.5 75.8 4. See'':installation-instructloris for•:number'of_ports" to - . 5-ill.' `ham: 1545. @GE ;69.1 .713 73.6-: 75.3 78.1 26 60.r :,61.3' :64.5 66.5; :--g61.1... ;71 4. <.735 I 75.9 78.1 '80.4 •••••• used. - 1-;,•••27 624. -'6.4:13:7-- _665;..'.69.2•'...•71a'•---73.7: '759'•. 78.2 .805. 82.7 5. In-Floor suction outlet cover/grate must conform to • 78 - `64.7 66.9` '692- `715 `73.7 76.0 78.2 80.5. 82.6 " 85.0 29 67A 693 713 733 76 0 783 80S d28 B51 1873 most recent edition of ASME/ANSI Al 12.19.8 and be _3o e9 s 71,6 73 a 761 723 eo 6 82.9 as 1-a7.4 89.6 embossed with that edition approval. 31 lis 73.9 76.1 724 8a7 a24 85.2. 87.4 B9.7 920 _32 739 76.2 78.4 80.7 83.0 1 85.2 875 ' 89.7 92.0 94.3 b. Pump, )titer & Heater make and model cannot 33 1 76.2 725 ea7 8378.5 .0 e5.3 873 189.8 920 1 943 96.6 83.5 83.1 853 57.6 89.8 92.1_ 94.4 96.6 96.9 closer to pool without submitting a revised plan and 35 89.9 1809 8.31 4 8741 921 94.4 967 191551 Iola TDH calculation worksheet for approval. NOTE: FIELD -LDH M1 F`8E-EQt1AL TO OR HIGHER THAN THE CALCULATED TDR. Flow and Fodon_ Lmi Per Foot Schedule 40 PVC Pipe . Velocr',y-Feet Per Saand Pipe srze! 6 fps 8 10 Damn By: A R PATTi7N & Specidizing in 1' 1 '16 pm I 0.14' 21 gpm 0.23' 26!pm 0.35' Ass0ciates Inc. Residential and Commercial 1z 162= ;i 0.0 182 37 gpm 0.08' 50 gm 0.14' 10.1 62 prn 0.21' (407) 977-1892. Pools, Fountains and Featurr.7 .2.5' i 68 gpre 0.05' 117 gm 0.09' 146 gpm 0.13' 3' 136 can 0.04' 1 181 gpm 0.07' 227 pre 0.10' . 4' 234 gpm 0.03'. 313 gpm 0.05' 392 gprn 0.07' 6' 534 gom 1 0.02' 712 gpm 0.03' 7a. pp, 7 PY This form is the property of Gordon H. Shepardson, PE and may only be used in conjunction with n1Y Residential Swmxning Pool Specification Drawings or by others with my written permission. Swimming Pool Specification For: Dote Dote 0 Co troclors •no GORDON H. SHEPARDSON, P.E. A FL PE f 19333 Controc•rs Printed Nome 672 N. Semoran Blvd., Ste 203 Ic---Yf: o 1'03Orlando, FL 32807 Contractors Cert. "°- Office: (407) 275-1099 Scale: None Rev 0 - 2/16/09 _ o'1 -e,,,,6-r, � Fax: (407) 275-1015 Contractors mita o. LOT MAP Al SD SUR9lY OF 8t,oc� AS SHOWN ON MAP OF _ 2elY4L pQc.,!5 U✓,r n/0 Q AS REOID(D N RAI wax PAQ3 I./?-_.or no'tax"rams or Dow co wrr wt OREM CY'RARtD FOR: 04m /2..5...S:57-ad' TGO�C.i i me / p. Lo.LFww.1 777YE s'EiC/Gwl .1 ---1003/ Cl :1171 Su N IC.JSE 1,00250 r: 1, OP%E'RA/. oa aa.Fl ✓fC/IAJ4 1_040 :.11.1;R 4434 IOWA IC I'M ZrI FI Le ,Z..), TOTAL IN.EFYI44.9 j,513 Sq Ft !A/PC.0X 34S7%1 _ 06.17'27-C- BG.ch 4C :rF q, • t r�-- J t. 05 -,J R_ ,c :.S i m IA;4 941 U x. / 57DCY/g nat i✓�417'� '''t Aio.7GS ,1 {� r 4 Y iNI `�- if, . _ \fir, g I . - •Lt ;— . —--IG +' rez 73 '4*11 .[t "-9. - -- V/ unt,ry NST—_ a� _ f A%!n Ai! AJ 05.17.r7-141 eg•(I J 1 1 THE pgryrt'rPrY SHOW wAE7QUv APPEARS IV LI MRN ROOD wrAZMV ZAwE' A' As_S�ALW/ROY,LOGO ab1A9A a RAIZ MAP 006 lLIR /Ef L7rY OF-%rCA.i-.L ,U•,ZONA VA.TD Q '%'$({ MO ,S 90E#AS A MVPIESY(SlY AAO OCES ROr aRa17rua A CENTIMArrw Or SAIL TRI—STATE LAND SURVEYORS, INC- 841 J BAY4£ADOWS WAY SYNIF 2. JACKSGy W LE FLOIQIDA J2755 (904) /J' 77I` .ran.• SOW OR - AJ_LIE As SNOW .a..... 1715 xR Y Oars NOT RE14ECr Or OERRI/E OIIKF9W •.>a. ...r.......r� Nor NMN WOO PC �R ow we alarmRArSfti 51.N. an sa.r •+11-�-- i' L a... 7I r� may^' aa...« E- 1 s -v 1 C, ... NOW OIS..rn..w UMW c ILI 4144 4/0 +• sort: /' Z0 OLLM111L > P.SLL 1141 1171 15111hq . COMMA ac rareAA..r _ ...-.1‘,-.3 .1.1 ., W Aila.a FRL7 nod DWI[:4-ao 07 worm p m1,R soon- OAII.- 4-27.07 NAW ,1 • • NC wi.: w.S. 4.44 ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: McQuiston CONTRACTOR NAME: Eathan Allen AND ADDRESS 768 Vecuna Road Atlantic Beach,FL 32223 AND ADDRESS: Jacksonville Florida OWNER: McQuiston CONTRACTOR PHONE: DATE: 03.13.17 Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals(APSP). It is not part of the American National Standard ANSI/APSP/ICC--15 2011 but is included for information only.Contractors should acquire and comply with the ANSI/APSP/ICC-15 2011 standard which can be purchased at www.apsp.org. 1.§5.2.1:Calculated pool volume 1. 7496 gallons a.Gallons:_13,466 ;or b Calculated Gallons: _ (surface area)X __ _ (average depth)X 7.48(galAt 3)= 2.§5.2.1: Calculated maximum filtration flow rate 2. 36 gpm (Poul vnlumr i60 or I re,:whichever is larger) 3.§5.2.2:Auxiliary Pool Load: Yes,_X No? 3. 36 gpm (Enter the highest"auxiliary pool load'to be powered by the swimming pool/dtrabon pump.Do not add auxiliary pool load Cow rates together. only the highest is used). 4.Calculated maximum flow rate 4. 36 gpm (born 2 Or item 3,whichever is larger.) 5.§5.5.1: Pipe sizing: a.Minimum suction pipe diameter 5a. 1.5 inches ruler the smallest pipe size from Table I with a 6 fps flow capacity the same or more than item 4.) b.Minimum suction branch pipe diameter 5b. 1.5 inches (Calculate:i tem 4._36)gpm):Branch Pipes_1_(quantity)=branch flow rate 36(gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c.Minimum return pipe diameter 5c. 1.5 inches (Enter the smallest pipe size Irons 1 able 1 with a 8 fps flow capacity the same or more than item 4.) d.Minimum return branch pipe diameter 5d. 1.5 inches (Calculate:Rem 4 2¢(gpm)+Branch Pipes-l-(quantity)=branch flow rate 3¢(gpm). Enter the smallest pipe size from Table I with a 8 Ips lbw capacity the same or more than the calculated return branch flow rate.) 6.§5.4.1: Filter type and size: a. Filter type: (Cartridge,DE,Sand) 6a. Cartridge u:r b. Minimum filter area 6b.i o�sq.ft. (Calculate:Hem 4..JL(gpm)a filter factor_..375_) Filter factors:Cartridge=0.375,Sand=15,Diatomaceous Earth=2 7.§5.4.2: Backwash valve: Yes, X_No? 7. 2 inches O (When using a backwash valve,enter result of item 5c or 2 inches whichever is larger) Table 1 Pipe Size: 1.5" 2" 2.5" 3" 3.5" 4" 5" 6" Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540 Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720 8. Pump selection: §5.3.2.1:Pools 17,000 gallons or less,select pump'from the database with a Curve---A gpm flow equal to Item 2 or less. §5.3.2.7:Pools 17,001 gallons or mom,select W mp'from the database with a Curve--C gpm flow equal to item 2 or less.'Multi- speed pumps must have one speed listed that satisfies this requirement. Ba.Sta Rite Intelliflow a.Pump model 011018 b.Pump flow 8b. 95 gpm (§5.3.2.1,5.3.2.2:Applicable Curve A or C gpm Bow listed in database) 4/5/2012 ANSUAsse ICC-15 Standard W ntmy Committaa roan I I I ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Component Section Requirements Check 4.4.1.1 Heater has no pilot light N/A 4.4.1.2 Readily accessible on—off switch mounted outside of the heater N/A Heaters 4.3.1.3 No electric resistance heating unless for in-ground spa with tight fitting cover with R---6 insulation, N/A or for pool with 60%of documented pool heating from on--site solar or recovered energy. 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%,heat pump COP at least 4.0 N/A 5.1.1 Pool filter pump listed in database X 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi---speed X Multi---speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override X capability for servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. N/A 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. X System installed with solar,or setup for the future addition of solar heating equipment by installing 5.5.3 18 inches Of horizontal or vertical pipe after the filter and before a heater,or built-in or N/A built-up connections,or dedicated pipe to and from the pool. 5.5.6 Directional inlets for mixing pool water. X 11 5• 4/S/2012 ANWADSP/ICC—2S Standard Writing Comma*forth 2 en Pentair TDH Calculator Page 1 of 2 PENTAIR TDH CALCULATOR Pool Information Pool Volume: 7496 Gal Total Piping Lengths: Turn Over Time: 6.00 Hrs Inlet Side: 20 Ft Suction Lift: 0 Ft Discharge Side: 60 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (cons,,i"o'ur: ca:c Inlet Piping: 2.052 In Branch Piping: 6 Ft/Sec Discharge Piping: 2.052 In Inlet Piping: 8 Ft/Sec Discharge Piping: 11 Ft/SecPiping Head Loss at 20.82Gal/Min: not inniding fittings or valves Inlet Piping: 0.16 Ft Discharge Piping: 0.48 Ft For advanced pools that contain multiple suctions.this program may be inaccurate. Consult a hydraulics engineer. This program is for single pump sytems with a single body of water. Results: Your TDH Calculation Suggested Minimum Pipe Sizes: Flow Rate: 20.82 GalMin Branch Piping: 1.5 In Your Head Loss: 3.67 Ft Inlet Piping: 1.5 In Discharge Piping: 1.5 In Head Loss at 75.36 Ft Maximum Flow Rate: System Head Pressure Curve 8 6 ' t. G u � 11 Ts 4 2 2 • InteAiFlo Variable Speed,VS+SVRS,or VF-800 rpm Clean System Desired Operation Point 0 0 10 20 30 Volumetric Flow Rate(GPM) https://www.pentairpartners.com/marketing/tdh/index.aspx 3/13/2017 , MAP SHOWING BOUNDARY SURVEY OF LOT id BLOCK f . AS SHOWN ON MAP OF .., 6'1'11Z- P4L015 L/VIr nlo ASNLCORIX:D I II RAT 8001( -iiRAG13 I./0_OF PiE PLANK RECORDS OF OVAL=ROY.ItORIDA CER MED TOR:q r,..1,1. ,_L.11C(r,".,•sra../ 77cot 7 me.Z.,,25.co. 4,4,67,2,i 77rro yesromt; — TOTAL I C.: 2501ALL. ,i. rIOJSE CNN So F: OR' WA? 473 3.4 F, vecvAig L04 Q SIMI 1 AWN KiNsVC:1IQ LI F. (.44' 2/./ TOW imnFvlota. j$3 44 F, {APPF.00(34 57...1 69.4.5 „...-•---2,--- . ' • _. Ai:. '• t:t. 1.64 rs. _ . , /•57-0tv re ,rx-f.W 4).Vt_ , 43 Ale.740 4 . --4 •,5 I-: — .. - , : -Tr to r i TP N N M 't 1 1 — - — — ——— ): 4‘. I • t • ---.44., .L.T L . 1/1 ,\,, /9Z 11 IT ,•:‘, __. _ r ' s __J._ - • --e4unrrr 1 Al e.5•417-ri-141 ØD.1fi I i .,:. :.• ThE PROPtlITY WOW(Huaryt AARs ro Lt WHIN FLOOD HALM ZONE_.X..___.Asiarco MON 0.000 . ~MOE RA lt MAP.%'%'' ?iR PC WY CO-2 Tl..441,--C&--,,,RONDA. VA RD 4 '7 ARO -- is WORM AS A cxxserrsY OM Y AAV DOES NOT CONS II TU Tt A CFR TRU OM Cr SAYE TRI–STATE LAND SURVEYORS, INC. 6411 SAYMEADOWS WAY SUITE I7 JACKSCWWI.II. fi.CRIDA 32756 (904) 7J --72J5 nil . ... mums two;am 4 Ai____ow AS SHOWN ,s.cic •MS'*A INS SLIRIAT DOLS NOT FIFFIEL1 OR OFTEFRIVIE 011PAYSHIR r. *.1.1::.....,.. , No, vAllo WNW, PR AIL mrs Pe ascilVAL RAIS£73 AT in., . Awp rinsour •........, IGOWnr CY A 17 NW OWANCK N c) is,A 114,11M Onl•Ww.. .00 UMW ,lAI Na.-41,-.. ,SCA4.1 .21.:ZP. UAW CW,4,0;1..S.Ns,_VA 4144 00114 IL fraft. Na ,,814 re• WAND 40. I .11.011.0r 5.1 Nom AWN., F/12.0 RORK cum 6-24t P7 MAWR (=I *awry OIXATIOR OAK: 6-27.07 STAR I 001 — ...-.44.6 DIM ma 12=L-Cidi— ,.i arliff..PG 47 I I c i L�j CITY OF ATLANTIC BEACH is /�Air �� DEPARTMENT OF PUBLIC WORKS JSI 1200 Sandpiper Lane Atlantic Beach,FL 32233-4318 J A f TELEPHONE:(904)247-5834 15 7 :4'jiiiFAX:(904)247-5843 www.coab.us CONTRACTOR: ) DATE: 4-4-17 Florida Luxury Pools a 1 / PERMIT# 17-POOL-3636 205 South Street ADDRESS: 768 Vecuna Road Neptune Beach, FL 32266 Atlantic Beach, FL 32233 Email: eathen@luxurypoolsjax.com PERMIT APPLICATION FOR NE SWIMMI ' e i Your permit application has been i. by the 'ubl'• orks Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams,Deputy Public Works Director at 904-247-5834 or email swilliamsg,coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) Provide construction site management plan, including location of dumpster and portable toilet. Right-of-Way JPermit is required if using right-of-way for construction parking. • Provide erosion and sediment control plans with installation details. v• Provide impervious surface calculations for entire lot(existing and post construction). J• All runoff must remain on-site. Cannot raise lot elevation. Provide detailed plan of pool deck with measurements. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. • Pool -Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale,structure or lagoon). A separate Pool Permit is required. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling,Shapell's Inc.). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. cc: Toni Gindlesperger,Building Department Jennifer Johnston, Building Department Perrone, Jennifer To: eathen@luxurypoolsjax.com Cc: Williams, Scott; Gindlesperger,Toni; Johnston, Jennifer Subject: Plan Review Comments for 768 Vecuna Road Attachments: Plan Review Comments 17-POOL-3636.pdf Permit application #17-POOL-3636 for 768 Vecuna Road is currently denied by Public Works. Attached are the Plan Review comments. Please submit the required information at your earliest convenience in order that we can process approval for our Department. If you have any questions, please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams@coab.com. Thank you, Jennifer Perrone Administrative Assistant City of Atlantic Beach Public Works (904) 247-5834 jaerrone(acoab.us 1 • ITYPOLif 14 moo i' U X Jar Y ?./"610. p , 0 .�9 P x af' ffltilii /viz 42uiit4 As"X 49 � 4zo 1: > / /' v.' filiettff,ff : "0-'-- 8,za fraya,,t4 , 4‘, s,c z f &Wail --•trig/b /ea —14`09 u / /y y f _fk, fivtAzeith4/_itit .ry xi -= /64 ict. Yr z fy aiily 4Ktit ? aim ‘:_q_. )a . .)( y %-1 e 2Y ar.-,z i 4 tiv-4, .f -r3 Aff , 16 IN--/7 S \ ` Comp. By: SRW Date: 4/7/2017 u } Public Works Department City of Atlantic Beach Pool permit retention plan added to Permit No: 17-POOL-3636 Existing water retention plan Address: 768 Vecuna Road Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C= Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 1,599 7,500 1.00 0.21 Pervious 5,901 7,500 0.20 0.16 Runoff Coefficient(C)= 0.37 Runoff Volume V= 0.37 x 7,500 x 9.3 / 12 V= 2,154 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 3,225 7,500 1.00 0.43 %ISA = 43.0% Pervious 4,275 7,500 0.20 0.11 Runoff Coefficient(C)= 0.54 Runoff Volume V= 0.54 x 7,500 x 9.3 I 12 ii V= 3,162 ft3 Required Storage Volume 'I DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 3,162 - 2,154 DV= 1,008 ft3 0 Retention Vecuna Road 768 4/7/2017 I f,i r J;, S T, Comp. By: SRW r ; Date: 4/7/2017 Public Works Department City of Atlantic Beach Pool permit retention plan added to Permit No: 17-POOL-3636 Existing water retention plan Address: 768 Vecuna Road Provided Storage: Elevation Area Storage (ft) ft2 (ft3) ? 6.0 518 0BOTTOM 37 X 14 ? 8.0 570 1,088 TOB 38 X 15 Elevation Area Storage (ft) (ft) (ft3)( ) 0 BOTTOM 0 TOB Elevation Area Storage ftz (ft3) `ft , 0BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 570.0 d=depth to ESHWT= 3.0 pf= pore factor= 0.3 Inground Storage= 513.0 ft3 Required Treatment Volume= 1,008 ft3 Supplied Treatment Volume= 1,601 ft3 Retention Vecuna Road 768 4/7/2017 ri y\j`J j- c; =tib Comp. By: RLC � Date: 4/7/2017 0 / deti 4. ���JJ3)9r' Public Works Department City of Atlantic Beach / `�� 6C (te,,,et C ty Permit No: 06-34485 Address: 768 Vecuna Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V= Volume of Runoff C = Coefficient of Runoff A= Area of lot in square feet R= 25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 7,533 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 1,599 7,533 1.00 0.21 Pervious 5,934 7,533 0.20 0.16 Runoff Coefficient (C) = 0.37 Runoff Volume V= 0.37 x 7,533 x 9.3 / 12 V= 2,159 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 7,533 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 2,530 7,533 1.00 0.34 Pervious 5,003 7,533 0.20 0.13 Runoff Coefficient (C) = 0.47 Runoff Volume V= 0.47 x 7,533 x 9.3 / 12 V= 2,736 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 2,736 - 2,159 DV= 577 ft3 Retention(2) 768 Vecuna_onsite Retention 4/7/2017 III 100; Or p i m E. pr, t oE. 11 fi %. I ..si / lit LaIn O u m w m r Q yI o g A al C a I 1 li S, I 1 NI I a. I I I I I ZAO O Q / A ; I iir Tg=Ua I I !J N A-. v y _ 22 I Y a a g P I P T T C J'—'/I `-/ I T -T •O- 7'.7' DEPT I i i I d. Ft WI1 1,0" To* I 1 R DEPT 3A I I DEPT I g 1 p S. DEPT A= APPROX.IT TO I CN i i l a 1 PROPERTY LINE \_ 73 7��1- 4-4 _ I fflRRM num4 N 1 v . YsSo ` T igi II v I IFA" 4 R 1 A I m0 A 4- 1 m0 ,y NOLLV)O13)N3331VVM%OtlddV 7J ` C) 0 '0 � 'n v m 0 c 1 = x r 0r =o C) a 'V s E a m % m 1 A D ; D ai n in m m = N N J W W1.. 8 b T a a mill A New Pool For The _ McQuiston Family _.�.-_ --768 Vecuna Road- 'Q 7I(-VIDA LUXURY POOLS Atlantic Beach,FL 32223 APPROVED c Ali& kfortkt Lor I[AP SNOWING BO�VDARY SURVEY OF W4141 ..e +�°b'L- //i�kv BLOCK ? . AS SHOWN ON MAP OF L y,IC. P4�,,,rr5 ,./.,..11-7- 7i,i�4 Al NELt7FGED AV PIA;1.100 �: r•Ara:iC,' ' ne:pueijc mows C7'OUVAL COCNrr.Frtliii9A Ck CrRnna;;FEA•I: .I:,cl!: .l..ry'X/'••' ' ' .•.+.L : 0.870•. `-�t}C'— :' 'law 1 OF 7 5a F�{.1....�s.,..C� .----- • ..�(i'/4" / - l a.fv) to. We s. I. sa 1,1f I DR%SWAY: 1'•33.47.1 ve-c .v4 a.i 0 1‘ 4// ,/jl!/7 a(, .z, II,I TfTTAI.Ih12FFV1(Il:$: i 5.11 S4.f1, I . ) i9D 15K5� 1.'7:77' I �i + a, _)_13 i,... t )4. 3 i G.;:1,45 x 2 B t.L aS� S wt(i _ risN _.7..._.t ; �, ' Q c-'04 1` O OS t 'bit,- .....::,... f ,ZT :_:.___, , , v -1 ett S5•'37-Z7"k1 00 605. E, • J 5 0 PE FRVRER/Y WOW!MOW APPEARS TO L5. MINN ROM HAIAIT1 rah( .L'__AS SCIML?Mai CLOW fArS/AZAAVE RA It 1MAP,Cf 0_ 1OR THE CT TY C7 -;.T.i-.t.Yk r:.q.n9vA, VA all�_' . . ANC tS SNOW AS A °AIRIEST My AFM WES N7T COP6VIVIE A RT* 4r,Y7r Cf SAME TRI—STATE LAND SURVEYORS, INC. ' e4 l BA MEADOWS WAY SU11?:'f7, JACKSON V/1 f, 1 LOIRDA 37.756 (9L`1) li, ?91'. .:.,� ME-4RMasRAVI] P+ ':-.'}. -_iPt As 5701.1 ' - • - r)ss SUR*'T cxafs NOT RFFTEcf CR OFTFRLIK 0ITCPSJ4.' o. ...y•,....• NW VAW IIIFRXII The 3712NAAAK AAI: 7FF A.". NAISFC Se A. GE A R. _ '_,y.Telt M17 MAiFTR _ T1IS - - AS!LIVOS O:i. AMO MTF ITA)' • .�, .- ... NENCTIT r2F A ME EIIIMPARSTRAC r GP ora. AApjtl'ATTT:Nrif A.AA2A LNS,7Y (L>0Y, P.I.S No 4141 WA;I OFNW Y W.A L 1PM T. P.SM. NY. :.514 1 __ 17 II'-v:* GArl v Dsffld7J,Ri7iirix Wale-r' - ,`j4i.YA ns•+t .'•.40 •;-_2,2;j2.2.•;-_2,2;j2.2. AF5rArr• .A-ftc IA (11?OA r) -- + PENTAIR SUPERFLO° it -777-------- r1111111, OIL i -- SUPERFLO , _ - , ,, , HIGH VANCE PU EFFICIENT, QUIET, RUGGED AND VERSATILE The SuperFlo pump is a product of more than 40 years of innovative • With 1/2 HP-21/2 HP and single-and two-speed options,there's hydraulic engineering.The result is an ability to move more water a perfect match to your application and assurance of minimum more efficiently for lower operating cost and super-quiet operation. energy consumption. Plus,by performing with less effort,there's simply less wear and • Cam and Ramp'"Lid locks in place with a quarter-turn. tear—and that means longer life for a higher return on your • Heavy-duty,high-service-factor,56-square-flange motor for long pump investment. life—commercial grade at a consumer price. • Quiet operation due to superior internal flow design that reduces hydraulic noise. ''..i, . a' • See-through lid permits easy inspection of strainer basket. • • The SuperFlo pump is a direct,and superior, replacement for the Hayward®Super Pump®. "�'�� • Select pump models are now ENERGY STAR`• certified. -..,.'4?.• A . iht • -Iv. - NR t. -1.• 1 , Select SuperFlo pumps from Pentair are ENERGY STAR certified.These pumps meet strict energy-efficiency r7A7 criteria set by the U.S. Environmental Protection Agency and the U.S. Department of Energy.These pumps save - tom 00 money, reduce energy use and protect the environment. ENERGY STAR pentairpool.com �►� PENTAIR CLEAN & CLEAlrRP 41110. • 111 b• ' SAN & CLEAR P CATHI _, JE FILTER • INTRODUCING...THE MOST EFFICIENT SINGLE CARTRIDGE FILTER EVER The Clean & Clear RR filter gives you everything you could ask for The Clean & Clear RP filter has an innovative side entry port to in a filter. This design is nearly 50%more efficient than any other optimize flow and energy efficiency. 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' ill Ilk MIN A i . al r / ► 4 Ci:' --- s {: ..We.,-,),.,„.,.. INITPI I H NI 1 I SALT CHLORINE GENERATOR ...,, Turns salt into chlorine right in your pool pentairpooLcom ;► PENTAIR EASYTOUCH® 'K \ t` l Z<-- _ 1 I S .. '; - •• •. I. ` '1 ' • J��r. 4 I t; - III : ' - --,:* ,'-'' ' .. '74.', ,r,- , ...., , , , . , , . ,:si 1. . ,. , ,. . , , z.,".., - - . .. I -Mims r i �� 3t• wp• .1., 4w. ilk_ - "41111/., 4 ., w S1•••••••‘',k',‘ . F 55 'TOUCH C ' \ .Hrl_ SYSTEVS AUTVATED v VA \ A3EV Because automation makes it all so simple pentairpool.com �►� P E N TA I R INTELLIBRITE" 5G rr `'''.''3,1:‘-',4%(/‘ .�I • r,r ' I is r.;. , . 1 -.,,,,,*- opotil .....„;;;;:7- • ,••,''' � � 1 ! 4 ' Vit'" ' 1 ! , ,, .,awl■ • . ri - 1:: ,... :. ; � , J /.. .....ii VV1I I 11110 s6t`. .moi -`. INTELLIBRITE 5 G ., .,,, -- . ,I u \ DEWATE1 11U3HTS ..i. � , , v.,,, -. ,::_ _ Brilliant underwater lighting at less than half �r� the energy used by competing LED lights pentairpool.com