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1251 SELVA MARINA CIR - SWIMMING POOL `'Y '* � CITY OF ATLANTIC BEACH " `ss 800 SEMINOLE ROAD 5 v ze ATLANTIC BEACH, FL 32233 "!r 1 c.) INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: POOL17-0028 Description: SWIMMING POOL Estimated Value: 63300 Issue Date: 12/29/2017 Expiration Date: 6/27/2018 PROPERTY ADDRESS: Address: 1251 SELVA MARINA CIR RE Number: 171913 0000 PROPERTY OWNER: Name: DUNLAP LINDA L Address: 1251 SELVA MARINA CIR ATLANTIC BEACH, FL 32233-5525 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: SURFSIDE POOLS Address: 313 BEACH BLVD QA JOHN CALVIN SCOTT III JACKSONVILLE BEACH, FL 32250 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. '�r!r ,�,� Permit Conditions ii If r City of Atlantic Beach Permit Number: POOL17-0028 Description:SWIMMING POOL Applied: 12/19/2017 Approved: 12/27/2017 Site Address: 1251 SELVA MARINA CIR Issued: 12/29/2017 Finaled: City,State Zip Code:Atlantic Beach, Fl 32233 Status: ISSUED Applicant: <NONE> Parent Permit: Owner: DUNLAP LINDA L Parent Project: Contractor: <NONE> Details: LIST OF CONDITIONS SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS i 1 12/27/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: 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 Erosion and Sediment Control Inspection prior to start of construction. I 2 12/27/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 3 12/27/2017 POST CONSTRUCTION TOPO INFORMATIONAL SURVEY PUBLIC WORKS Scott Williams Notes: 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. I 4 12/27/2017 POOL WELLPOINT INFORMATIONAL PUBLIC WORKS Scott Williams Notes: 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. I 5 12/27/2017 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc., Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. Printed: Friday,29 December,2017 1 of 2 li. . .�5..%yl•1, ,'s At Permit Conditions IferCity of Atlantic Beach ,, 6 12/27/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 7 12/27/2017 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. Printed: Friday,29 December,2017 2 of 2 '� il:vp;f,, City of Atlantic Beach APPLICATION NUMBER * Building Department (To be assigned by the Building Department.) 800 Seminole Road 7s, Q Atlantic Beach, Florida 32233-5445 PCOL.17`0D Z V Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: ` z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM I ct2 Property Address: Z5 ( 3 .LVq ARtpf Department review required Yes No Buildi . Y7 Applicant: 7 u RFSu DE P00 LS �' annin• &Zonin• Tree Administrator Project: P(10 (Y\ ,� ublic Works 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. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING 1 Reviewed by: / �� Date: I?'a7'/7 TREE ADMIN. Second Review: I 'Approved as revised. ['Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. (Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ,, . Building Permit Application OFFICE COPY s - �� City of Atlantic Beach 7 800 Seminole Road,Atlantic Beach, FL 32233 fir'' �� C Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address:1:25i SEt-VA MARINA CiRGLE Permit Number: POL 1\-7-00Z8 Legal DescriptionSELVA MARINA t1NtT 1. PT LoTS 2a,29 SLK 1 RE# 1-11913'0000 Valuation of Work(Replacement Cost)$ (p3�?jOQ oo Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one):4 Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial (Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No ib • 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:-5y` X 2.1'(o" IN GRouND c_oNcstETE Swim mi NICA POOL,,, C11,200 CAALLOr )j C•opiNG ONL`( Florida Product Approval# for multiple products use product approval form Property Owner Information Name:TODD 4 C HRis1Y &ONicit. Address:3SlO 127" STREET City ATLANTi c, l3EAc.H State F L Zip 3 .233 Phone 90 4-234-5110 E-Mail CAI r i Stye f tor ic.icinctwor'Kre 011-1.T corn Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information RooN-S Name of Company:ScoTFAM-EPIC• dbcs SHRFSIDE Qualifying Agent: SOHN C • ScoTT 1:1L Address 5'15 6EAc.1-1 BL.ID• City SAGKSONNIillE, tate FL Zip 31.2SO Office Phone 909-2M Co-2CoCo(p Job Site/Contact Number Do1/4-1G LEAP-M 9044-24(n'3(o 15 State Certification/Registration# CPCo`-i - ii')O E-Mail de-VcAny Q s•L+r- s i 8 a Fools•nat Architect Name&Phone# Engineer's Name& Phone# Workers Compensation AMEP-i 5 kA94.. Qj 01-2.01b Exempt sure 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 : FORE RECORDIN c ' e UR NOTICE-OF COMMENCEMENT. _ 1111, 4 1 — A 1111111111VSignatur- of a ner or Ageniellining Contra tor) (Signature• ontractor) Signed and sworn to(or affirmed) before me this 11 day of Si:n-: and sworn to(or affirmed) before me this i3 day of NOV. , 2011 , by CAM ST`( &AV NICK C. ,L 1 , by asliN C. ScoTT IlL :1 r Devany Wellman 10 / , 1 w` NOTARY PUBLIC Si natu of Notary) (�,J F, .i STATE OF FLORIDA ( g y) (Sig ure of Notary) mow'y -Comm#FF937185 .Z•' Devany Wellman S '1' 1i NOTARY PUBLIC Expires 11/18/2019 O, _ _STATE OF FLORIDA [ ]Personally Known OR ,Personally Known OR •':�;��, Comm#FF937185 Produced Identification [ 1 Produced Identification NCE le' Expires 11/18/2019 Type of Identification: FL OWNER Li C.E..p1 SE Type of Identification: Doc # 2017095816, OR BK 17958 Page 1993, Number Pages: 2, Recorded 04/26/2017 at 09:48 P.M, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $8750.00 Prepared by OFFICE COPY Record and Return to: Billie Alverson Gibraltar Title Services 4190 Belfort Road,Suite 475 Jacksonville,Florida 32216 File Number. 16-1386D /36a(piaY General Warranty Deed Made this April 21,2017 A.D.By Linda L.Dunlap,whose post office address is:142 Rhododendron Drive,Blowing Rock,North Carolina 28605,hereinafter called the grantor,to Todd Budnick and Christy Budnick, husband and wife, whose post office address is: 370 /2ti St ee,1- Af kWh E Beach 3AA 3 3 ,hereinafter called the grantee: (Whenever used herein the terms"grantor" and "grantee" shall be construed to include masculine, feminine, singular or plural as the context permits or requires and shall include the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) Witnesseth, that the grantor, for and in consideration of the sum of Ten Dollars, ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants,bargains,sells,aliens,remises,releases, conveys and confirms unto the grantee,all that certain land situate in Duval County,Florida,viz: Lots 28 and 29,except those parts of Lots 28 and 29,lying South of a line 59.5 feet North of and parallel to the South line of said Lot 28,all in Block 1 of SELVA MARINA UNIT NO.1,according to the Plat thereof as recorded in Plat Book 23,Page(s)4,of the Public Records of Duval County,Florida. Said property is not the homestead of the Grantor(s) under the laws and constitution of the State of Florida in that neither Grantor(s) or any members of the household of Grantor(s)reside thereon. Parcel ID Number: 171913-0000 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 covenants,restrictions and easement of record,if any,and taxes accruing subsequent to December 31,2016. OR BK 17958 PAGE 1994 File Number: 16-1386D OFFICE COY 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 .t_ (Seal) C' 1oL �� , L. Li da L.Dunlap (4 Gk`. Witness Printed Name CI To rtii f D ry W 1 1-r ess+0 euro(Ind It Joitt. . iltattat-• Witness Printed Name I. -rt U •II- W t4i-vc.s.s +o swirl. cu-vi erh-4- I^AX1;- State of North Carolina County of VV a- t.-- The foregoing instrument was acknowledged before me this I day of April, 2017, by Linda L. Dunlap, who is/are personally known to me or who has/have produced NO -D ve4' Li cev1S a as identification. 6,11„.1 Notary Public Print Name: 73 - L191.23/1410.2.1 My Commission Expires: v V i Z�( 2Ozt Notary Seal TAMERA L BENTLEY Notary Public,North Carolina Watauga County My Commission Expires July 28,2021 DEED Individual Warranty Deed With Non-Homestead-Legal on Face Doc # 2017290431, OR BK 18225 Page 2268, Number Pages: 1, Recorded 12/19/2017 01:32 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Per/P*1,1i- DP J'oo/ /7- 002e- OFFICE COPY NOTICE OF COMMENCEMENT State of Florida Tax Folio No.X11(116—OMC) County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved:23-M 1(p-2S-29 E •81 S ELV A MAIM r4 A lA N IT 1 PT LOTS 28, 29 .RECD O/R 11'158-1993 bl..4 1 Address of property being improved:17_51 Set-NA MARINA C112.CLE, ATLAr.tr c SEAGH 37.233 General description of improvements:=N U ROAR N) CO NC PETE SW i rsolMiNICa POOL. Owner:ToDD + CHRiST`l bvtONicat. Address: 510 127H ST. ATLA% c eX cA Owner's interest in site of the improvement: Simple Fee Simple Titleholder(if other than owner): - Name: Coonh`ator: ScAtfani Inc.dba Surfside Pools John C.Scott III. • Address:_313 Beach Blvd.Jacksonville Beach FL.32250 Telephone No.: 904-246-26662n#13.3 Fax No: . . Surety(if any) Address: • Amount of Bond$ 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 himselly 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): THIS SPACE FOR RECORDER'S USE ONLY OWNER - l Devany wenman i d:: , .b tr; 1, F .. 1- NOTARY PUBLIC Before me is 1 �°7y of NW EMP1ER the County of DivaI:State l` • =STATE OF FLORIDA Of Florida,has personally appeared CHR{STV B AONI GK �"! ;`Cammll FF937185 Notary Public at Large,State of Florida,County of Duval. Expires 1.1118/20.1 9 My commission expires: 1\ i i3/i ct Personally Known: or Produced Identification: FL DRIVER UC.ENSE ri!rLy jlJ� City of Atlantic Beach APPLICATION NUMBER Js Building Department (To be assigned by the Building Department.) rs 800 Seminole Road DEC 20 2017 CC�� � Atlantic Beach, Florida 32233-5445 �GC��,, _o U Phone(904)247-5826 • Fax(904)247-5845 D"7. E-mail: building-dept@coab.us Date routed: I Z ( i I t7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM c� 2 Property Address: 125 1 L , ELVAIAA AKIN Department review required Yes No Buildi Applicant: SoFs10 POC) S nm• &Zonin• Tree Administrator Project: J M m l .'\D POO L.._- blic Works 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: /Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b A Date:�� /227 7 TREE ADMIN. Second Review: (Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 jL`l r �o , Comp. By: SRW Date: 12/27/2017 —Jit �. Public Works Department City of Atlantic Beach Permit No: Pool-17-0028 Address: 1251 Selva Marina Circle 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) = 16,704 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft) "C" Wtd "C" Impervious 4,505 16,704 1.00 0.27 Pervious 12,199 16,704 0.20 0.15 Runoff Coefficient(C)= 0.42 Runoff Volume V= 0.42 x 16,704 x 9.3 / 12 V= 5,382 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 16,704 ft2 Runoff Coefficient Area Lot Area Description 5(ftZ) (ftZ) "C" Wtd "C" Impervious ,132 16,704 1.00 0.49 %ISA = 48.7% Pervious 8,572 16,704 0.20 0.10 Runoff Coefficient(C)= 0.59 Runoff Volume V= 0.59 x 16,704 x 9.3 / 12 V= 7,631 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 7,631 - 5,382 DV= 2,249 ft3 Retention Selva Marina Circle 1251 12/27/2017 Comp. By: SRW Date: 12/27/2017 Public Works Department City of Atlantic Beach Permit No: Pool-17-0028 Address: 1251 Selva Marina Circle Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) 9.0 100 0 BOTTOM RETENTION A 50 X 2 9.5 768 217 TOB 64 X 12 Elevation Area Storage (ft) (ft) (ft3) 9.0 84 0 BOTTOM 14 x 6 9.5 1.080 291 TOB 36 x 30 Elevation Area Storage RETENTION B (ft) (ft2) (ft3) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 1848.0 d=depth to ESHWT= 6.0 pf= pore factor= 0.3 Inground Storage= 3326.4 ft3 Required Treatment Volume = 2,249 ft3 Supplied Treatment Volume = 3,543 ft3 Retention Selva Marina Circle 1251 12/27/2017 iJ:Lvr�J, City of Atlantic Beach APPLICATION NUMBER 45 Building Department (To be assigned by the Building Department.) _ fr >� 800 Seminole Road PCO i _ h o z a Atlantic Beach, Florida 32233-5445 L / LJ Phone (904)247-5826 • Fax(904)247-5845 yilodo E-mail: building-dept@coab.us Date routed: ` Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Cite-- Property Address: I ZS ( ELVR ARt.N� Department review required Yes No Builds Applicant: S O K_FS11DG POO (�5 � annin• &Zonin• Tree Administrator Project: Public Works 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: /Approved. ❑Denied. Not applicable (Circle one.) Comments: / BUILDING l PLANNING &ZONING Reviewed by:G ;% Date: 1 2(—I 7 TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Doc # 2017290431, OR BK 18225 Page 2268, Number Pages: 1, Recorded 12/19/2017 01:32 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT .1 1.0 2 State of Florida Tax Folio No. 1.1 11 ) County of Duval I To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 1Co-2S-VIE ..En S ELVA MAPA 14 A IAN IT 1 PT Lo-rs 28, 29 .RECO 0/R 1i°158-1T13 (3L..14 1 • Address of property being improved:1-251. SEL'4A MARINA CiIRCLE, ATL Aail C BEACH.371.233 General description of improvements:I NI 9.9‘A ND CONCRETE SWiMMiN( pool_ Owner:ToDD 4 CHRI ST! BMD N i c.K Address: 37O 121" ST. ATLA MTl C. eE.PKAA Owner's interest in site of the improvement: Simple - Fee Simple Titleholder(if other than owner): . - Name: Co "Scotfam Inc.dba Surfside Pools John C.Scott III Address:_313 Beach Blvd.Jacksonville Beach FL.32250 Telephone No.: 904-246-2666 Ext,#133 Fax No:. • Surety(if any) Address: Amount of Bond$ 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): THIS SPACE FOR RECORDER'S USE ONLY OWNER �- l�t --r ' Devany Wellman Signed: �`T . '� ;D'ate:``r. _.1 Sl:,`� l-7 NOTARY PUBLIC Before me �s i �y of NOV EMBER m the County of Duv`al,:State 4 laI -' STATE OF FLORIDA Of Florida,has personally appeared CHRt 7 Sr'(STY iOrt i C( .r . 46:.! 'Comm11 FF937185 Notary Public at Large,State of Florida,County of Duval. Expires 11/18/2019 My commission expires: 11/lb/IC1 Personally Known: or Produced Identification: FL DLLsVER LicErISE. J TREE & VEGETATION AFFIDAVIT • City of Atlantic Beach .- s) Department ofCommunity Development Ji • "~ Planning &Zoning Division 800 Seminole Road Atlantic Beach, FL 32233 (P) 904 247-5800 (F) 904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION fX Owner(s) ❑ Legal Authorized Agent* NAME OF APPLICANT TOAD ; CHRIST'( \:3tDNt c.K NAME OF COMPANY SURF S►DE POa1_S ADDRESS OF COMPANY 313 EflcH EjLvt, TACKSoN j \\E EAc- 3"2-250 PHONE 2.410-7_(.0006 CELL EMAIL ojtvAniCSNrcSidtpoo15.M-L CONTRACTOR CERTIFICATION NUMBER CPCOL L O O ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II -SITE INFORMATION STREET ADDRESS OF PROPERTY 1251 SELvA M p NA C i Rc L_E If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION SELVA MART N A UNIT 1 Pr LOTS 2.S,2ci ELK 1 LOT 2$,29 BLOCK 1- SUBDIVISION SELVA MP0-1 N A REAL ESTATE NUMBER —I'1`113..Q00,0 LOT OR PARCEL SIZE: 2020 SQ FT AC RESIDENTIAL Nit COMMERCIAL OTHER(SPECIFY) trr.'.u:t'.¢3 .11MVXs ifillif 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 abov--described:r adjacent properties conjunction with this project. 1 SI NA URE OF O NE` SIGNATURE OF OWNER Spined and sworn before me on this 1, day of Nov , 201-j ,by State of F.L- HRiST( B'ADNic-K County of vJA- Identification verified: FL_ Devany Wellman DR►v612 L CENSE NOTARY PUBLIC Oath sworn: STATE OF FLORIDA Yes 1 Noi, ,' Comm#FF937185 CADelkujLcA.A.A... • 17% Expires 11/18/2019 Notary Signature My Commission expires: 1\/16 REV-TVA-v10.12 1�� SurfSide Pools & Spas •I I• „11// 1 ei 313 Beach Boulevard Jacksonville Beach, FL.32250 CPC 044080 Pools • Spas • Services..,., Title Page/Index of Drawings Prepared By Conforms to Codes: Devany Wellman For Surfside Pools December 13, 2017 Florida Building Code 5th Edition (2014) Residential 904-246-2666 Ext. 116 Conforms to Chapter 42; devany@surfsidepools.net 2011 National Electrical Code; Atlantic Beach Unified Land Development Code Property Owner of In ground Pool Project: Todd & Christy Budnick 1251 Selva Marina Circle Occupancy Class: Group R-3 Atlantic Beach, FL. 32233 Index of Drawings Pg 1-2: • Site Permit Plan (Pool Layout and Details) • Angle of Repose Detail Pg 3: • Survey w/ pool, pool equipment, Barriers: Fence & Alarms Pg 4: Impervious Calculations: • Survey w/ no alterations Total Lot: 16,704 sq. ft. Pg 5-8: Existing Impervious: 8,132 sq. ft. • Construction Drawings ISR: 48.7% Pg 9-1 1 : POOL NOT INCLUDED IN ISR: 738 SQ. FT. • Simplified Total Dynamic Head Calculation (Pool) • ANSI/APSP/ICC 15 Worksheet • Simplified Total Dynamic Head Calculation (Feature Pump) Pg 12-25 • Product Specification Sheets December 13,2017 1 ANSI/APSP/ICC 15 Worksheet Swimming Pool Energy Efficiency Compliance Information NOTE: These Requirements Apply ONLY to the Filtration Pump Project Name Todd & Christy Budnick Project Address 1251 Selva Marina Circle Atlantic Beach Beach Pools • Spas • Service Maximum Filtration flow rate calculations Pool water volume 17200 _ 360 = 48m =filtration flow rate Is there an Auxiliary load on the filtration pump? n Yes II No If so, what is the auxiliary flow rate 0 gpm Maximum Flow Rate 48 gpm (maximum auxiliary pool loads or the filtration flow rate, whichever is greater). The pool filtration flow rate shall not be greater than the rate needed to turn over the pool water volume in 6 hours or 36 gpm,whichever is greater.This means that for pools of less than 13000 gallons,the pump shall be sized to have a flow rate of 36 gpm or less Filter Factors: n(Cartridge .375) El(D.E. 2) n (Sand 20) 48 (Flow rate) - 0.375 (filter factor) = 128 (minimum filter size) Filter Make/Size Jandy CS250 Cartridge Backwash valve? n Yes n No Pump Selection from APSP database on Curve A n(less than 17000 gallons)or C (greater than 17000) gallons) (check one) Pump Model Jandy ePump JEP 1 1/2hp-vs Flow Rate (low speed) 44.5 gpm @ 1725 rpm Flow Rate (high speed) 89.9 gpm @ 3450 rpm (not required if no auxiliary load) Pump Controls Standard time clock n 2 speed time clock ❑ Other E JAN DY One Touch P4 Pool ONLY Heater Model 0 Gas Heater efficiency rating % (No Pilot Light) Heat Pump Model Jandy JE3000TR Heat Pump Heat Pump efficiency C.O.P. (High Temp) (Low Temp) Suction side filtration branch piping size = 2 in. per ANSI-15 @ 6 fps Suction side filtration trunk line piping size 2 in. per ANSI-15 @ 6 fps Return side filtration branch piping size = 1 1/2 in. per ANSI-15 @ 8 fps Return side filtration trunk line piping size= 1 1/2 in. per ANSI-15 @ 8 fps Notes: suction piping in front of pump inlet must be 4 pipe diameters in length. Must have 18" of straight pipe after the filter for solar. Vacuum line, if installed shall be sized to flow at 8 fps per ANSI-5 and shall be cove -. l lid'*"-'f-closing, self-latching cover per ANSI-7. I affirm that the information above is true and correct C. tractor ignature ANGLE OF REPOSE DETAIL POOL DECK 0 LANAI Eiv WATERLINE...., AO o <sy SCALE: 1/2" = 1' mm IIIIIIIIIIIII`m arll re\s„ ..,,, ,r0 ss s m....II ss 1 PORTS , 0 7,_q •.i ' n 0 54 GPM 0 ,' ; 0 PORT 2 8 ( 7'-3" 7'-3" 0 7 3" 48 GPM • a 8,e„ A 8;/0...)<2' PORT 6 54 GPM •, 1] .. ,, C/ (5• U co '� "' Xs'e, 11 8=e, n; 9„ �„ CS ``,', 0 ,�0 PORT 3+,. 0 7 1 7'-3" •) 7'-3" ,.) 7�-3" �)2' • �) PORT 4 48 GPM PORT 1 3' j 7-4„ 48 GPM • 54 GPM 4)• `° ,°1 11.M(DI 0 0 lill0' (0't01111.1111.111=0Mil01.= Mt 01111 0 iit0 0' 10M111t0'�0�.110M= 0 • • I= o 7/16" ORIFICE OPENING • 1/4" ORIFICE OPENING JOB NAME:BUDNICK EQUIPMENT REQUIRED FOR THIS POOL G4V QTY. DESCRIPTION QTY. DESCRIPTION PUMP&FILTER REQUIREMENTS JOB NUMBER:305195 _ 1 6-PORT 2"VALVE 0 • DRAINS BY DEALER PUMP HORSEPOWER 2 SALESPERSON: DAVID BEJAMIN 0 2-PORT/2'VALVE 0 AUTOMATIC WATER LEVELER PUMP MANUFACTURER JANDY FOR PRINTERS WITH A-SIZE OR 0 0 G4V HP VENTURI HEADS 0 QUIK DEK-CLOR FULL RATED MODEL# JEP 2.0 8-1/2"X 11"PAPER MAKE SURE APPROX. 614 SQ.FT. 22 • G4V VENTURI HEADS 0 SPLASH DOWN FOUNTAINS UP RATED MODEL# TO PRINT AT FULL SCALE OR 100% SYSTEM ORDERED? ❑N 0 • G4 HIGH FLOW HEADS 0 AQUA ARCHES 120 I GPM MINIMUM FILTER FLOW 7 • G4 LOW FLOW HEADS 0 TRIO DECK JETS ADDITIONAL PUMP&FILTER REQUIREMENTS DEALER:SURFSIDE POO LS ADDRESS:313 BEACH BLVD 0 Al QUIKSKIM 0 VACLESSSVRS ADDL.PUMPH.P. 0 QUIK LEAF VAC 2" DIAMETER RETURN LINES PUMP MANUFACTURER 1 =AVSC DRAIN(S) 2.5" DIAMETER SUCTION LINES FULL RATED MODEL# CITY:JACKSONVILLE BEAQEL FL 0 • 10"PDR DRAINS SUCTION RUN DESIGNATED BY UPRATED MODEL# LAYOUT BY: A.C. DATE:12/13/17 0 20"FULL CIRCLE DRAIN MAXIMUM A&A IN-FLOOR 50' DEALER GPM MINIMUM FILTER FLOW CHECKED: SHEET:1OF2 2" DIAMETER RETURN LINE FROM SYSTEM REQUIREMENTS ONLY: 54 GPM PUMP/FILTER TO WATER VALVE ANY ADDITIONAL WATER DEMANDS MAY BE MET BY IMPORTANT NOTES SEE SHEET 2 OF 2 SEPARATE PUMP AND SUCTION CRITERIA AND ARE 3750 WEST INDIAN SCHOOL ROAD,PHOENIX,ARIZONA 85019 THE RESPONSIBILITY OF THE DEALER TO CALCULATE. P(602)256-6935 OR 800-851-8492F(602)532-4894 AAMFG.COM SCALE:1/8"-1'-0" SIZE: A NOTES: ADDITIONAL NOTES: AMENDMENTS: VARIABLE FLOW G4 CLEANING HEAD ALL G4V HEADS MUST BE LOCATED IN A REV: DESCRIPTION: BY: DATE: SEE DESIGN ABOVE FOR CORRECT ORIFICE OPENING. MINIMUM WATER DEPTH OF 16". ® 7/16" ORIFICE OPENING _ _ - 0 1/4" ORIFICE OPENING lAfP SPA SPILLWAY WILL REQUIRE A SEPARATE PUMP IF IT IS TO BE RUN AT THE SAME - - - - ,� TIME AS THE CLEANING SYSTEM,ORA fl„1I ., 3-WAY VALVE MAY BE USED TO RUN EITHER THE CLEANING SYSTEM OR THE - - - - ,� SPA SPILLWAY. WITH A RAISED SPA,A CHECK VALVE IS �_ REQUIRED ON THE ZONE FEEDING THE SPA.SEE PAGE 13 OF YOUR A&A INSTALLATION MANUAL. A HEATER BY-PASS IS REQUIRED ,,,. FOR THIS SYSTEM. SEE PAGE 21 OF YOUR A&A IN-FLOOR INSTALLATION INSTRUCTIONS. O ® • ' ` • 2"BYPASS IS NEEDED FOR SALT '1 „ 1' 6T1 r—r 4--ii---e 'T- I r-T' CHLORINATOR. 1/4' 3/B' 7/16' 9/16' THE SUCTION LINES BETWEEN THE MAIN ORIFICE ORIFICE ORIFICE ORIFICE 6 GPM 12 GPM 19 GPM 30 GPM DRAINS AND THE PUMP MUST BE LESS THAN 70 FEET. ADDITIONAL WATER DEMANDS WILL SINGLE VALVE SUGGESTED SUCTION PIPE SIZE: 2.5" " REQUIRE A SEPARATE PUMP IF IT IS TO BE NOTE! SUGGESTED RETURN PIPE SIZE: 2.0" " RUN AT THE SAME TIME AS THE CLEANING VALVE A=2 H.P.VARIABLE SPEED PUMP SHARED THROUGH SYSTEM,OR A 3-WAY VALVE MAY BE USED FILTRATION SYSTEM. FILTER LOSS(TDH): 0 TO RUN EITHER THE CLEANING SYSTEM OR NOTE! THE ADDITIONAL WATER DEMANDS. A&A HIGHLY RECOMMENDS THE 2"6 PORT LOW PROFILE HEATER LOSS(TDH): 0 EFFECTIVE DECEMBER 19,2008-ALL VALVE(S)TO BE LOCATED POOL SIDE. A&A COMPONENT LOSS(TDH): 3.0 3.0 DRAINS WITH AN A&A IN-FLOOR SYSTEM TDH IN PIPING(TDH): 12.50 [ 12.50 MUST BE VGB 2008 COMPLIANT AND CAPABLE OF REMOVING HEAVY DEBRIS. TOTAL SIMPLIFIED TDH: 15.50 SEE REQUIRED METHOD OF PLUMBINGA LOW METER TO BE PLUMBED AT EQUIPMENT LOCATION CHLORINE FEEDER WITH THIS SYSTEM. 2 LINE FROMPUMP/FILTER VOLUME: 18371 GAL. FLOW RATE{ 54 GPM SEE PAGE 19 OF YOUR A&A IN-FLOOR 2's PORT WATER VALVE TURNOVER: 8.01HOURS INSTALLATION MANUAL. r 10' AVAILABLE A&A DRAIN TYPES: AVSC 1-PORT RECOMMENDED PLUMBING LINE SIZES '1=I—"� - TDH FOR THE FILTER&HEATER ARE NOT ACCOUNTED FOR DUE TO THE ONLY ACCOUNT FOR FLOW WIDE VARIETY OF AVAILABLE PRODUCTS. REQUIREMENTS OF THE A&A CLEANING / ram - SPACES ARE PROVIDED ABOVE FOR THE ADDITION OF FILTER AND/OR SYSTEM COMPONENTS.ANY ADDITIONAL WATER UNEJ HEATER LOSS. COMPONENTS/WATER FEATURES 2"PVC TO - CALCULATED TDH VALUES ARE BASED ON THE INFORMATION PROVIDED BY INCORPORATED INTO THE IN-FLOOR CLEANING HEADS THE DEALER. PLUMBING SYSTEM MAY REQUIRE AN - TDH VALUES ASSUME AN OPTIMIZED PLUMBING SYSTEM,AND DO NOT INCREASE IN PLUMBING LINE SIZES. ACCOUNT FOR EXCESSIVE PLUMBING FITTINGS. `, JOB NAME:BUDNICK 10" G4V JOB NUMBER:305195iii THE WATER VALVE'S HEIGHT ABOVE GRADE WILL ♦ lire,11. 5" VARY DEPENDING ON THE FINISHED BOND BEAM SALESPERSON: DAVID BEJAMIN iji II (POOL)ELEVATION.ACTUAL HEIGHT WILL BE FOR PRINTERS WITH A-SIZE OR APPROX.614 SQ.FT. ��� DETERMINED AFTER THE POOL AND DECK 8-1/2"X 11"PAPER MAKE SURE TO ELEVATIONS HAVE BEEN SET,AND THE VALVE'S PRINT AT FULL SCALE OR 100% SYSTEM ORDERED? ❑N Ii ACTUAL LOCATION IN THE YARD WILL BE DETERMINED BY POOL BUILDER. DEALER:SURFSIDE POOLS WATER VALVE `t`�� 11 ADDRESS:313 BEACH BLVD CITY:JACKSONVILLE BEAUH:FL LAYOUT BY:A.C. DATE:12/13/17 CHECKED: --- SHEET: 2 OF 2 ANY ADDITIONAL WATER DEMANDS MAY BE MET BY SEPARATE PUMP AND SUCTION CRITERIA AND ARE 3750 WEST INDIAN SCHOOL ROAD,PHOENIX,ARIZONA 85019 1�� THE RESPONSIBILITY OF THE DEALER TO CALCULATE. P(602)256-6935 OR 800-851-8492 F(602)532-4894 AAMFG.COM SCALE:1/8"- -011 SIZE: A N.T.S Technical Specifications ePumpTM Variable Speed Pumps J. Pro Series by ZODIAC® 34W r11%"- 1 16'/e" 1 1 11111 r ���y �r ffi ihv „. 4 11 Eh 15/4 - -- •-' 103/e' !I t4 , , 4 11, _r���l' �`I `\ III Hi 9" ..... 141/4" -�I Bolt Holes, Front Edge of Union to �S Center to Center Center of Bolt Holes Part No. Description HP Replacement Motor Guide JEP1.5 ePump Variable Speed Pump 1.5 HP Pump Model A.O.Smith/Century JEP2.0 ePump Variable Speed Pump 2.0 HP JEP2.0 M48A40D58 JEP1.5 M48A42D58 ePump Specifications Full Rated Pumps Model No. HP Voltage Watts Pipe Size Carton Weight Overall Length JEP1.5 0.25-2.2 208-230VAC 2,100 W 212-3" 71.5 lbs. 3414" JEP2.0 0.25-2.7 208-230VAC 2,300 W 21/2-3" 71.5 lbs. 3414' When installing the pump, leave a minimum of 2 ft.of clearance above the pump for removal of strainer basket. Recommended Minimum Wire Size For ePump Series Pumps* Distance from Sub-panel 0-50 Feet 50-100 Feet 100-150 Feet 150-200 Feet Branch Fuse AMPS Voltage Voltage Voltage Voltage Model Class:CC,G,H,J,K,RK,or T 230 VAC 208-230 VAC 208-230 VAC 208-230 VAC 208-230 VAC JEP2.0 20A 12 10 8 6 JEP1.5 20A 12 10 8 6 *Assumes three(3)copper conductors in a buried conduit and 3%maximum voltage loss in branch circuit.All National Electrical Code (NEC)and local codes must be followed.Table shows minimum wire size and branch fuse recommendations for typical installation per NEC. www.ZodiacPoolSystems.com JEP Performance Curves 120 110 G 100 Z O 5r 90 ; 80 d 70 CU 60 _ 50 V JEP-2.0 HP,3450 RPM 'c JEP-1.5 HP,3450 RPM C A 30 JEP-2.0 HP JEP-2.0 HP,3000 RPM 2400 RPM JEP-1.5 HP,3000 RPM 20 JEP-2.0 HP 1500 RPM C▪ 10 JEP-2.0 HP JEP-1.5 HP JEP-1.5 HP,2400 RPM 600 RPM JEP-1.5 HP 600 RPM 1500 RPM 0 dimly 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 Flow GPM ©2011 Zodiac Pool Systems,Inc.SA6219 0611 ZODIAC®is a registered trademark of Zodiac International,S.A.S.U.,used under license. Technical Specifications J an 8 • FloProTM Pumps c- Pro Series by ZODIAC® L10" 11'/e'-•-I III ! R :�� 123/4 • i �, � III,to 7o_ " r) M oIi i _ow m '' __Ai';'11Enj _ 0 �--63/4 107&' Bolt Holes, Front Edge of Union to Center to Center Center of Bolt Holes Part No. Description HP Part No. Description HP Max(Up) Rated Pumps Max(Up) Rated,2 Speed Pumps FHPM.75 FloPro Med.Head Pump,230/115VAC .75 HP FHPM1.0-2 FloPro Med. Head Pump, 230VAC 1.0 HP FHPM1.0 FloPro Med.Head Pump, 230/115VAC 1.0 HP FHPM1.5-2 FloPro Med. Head Pump, 230VAC 1.5 HP FHPM1.5 FloPro Med.Head Pump,230/115VAC 1.5 HP FHPM2.0-2 FloPro Med. Head Pump, 230VAC 2.0 HP FHPM2.0 FloPro Med.Head Pump, 230/115VAC 2.0 HP FHPM2.5 FloPro Med.Head Pump,230VAC 2.5 HP FloPro Specifications FHPM Pump Specifications Model No. HP Voltage Amps Pipe Size Carton Weight Overall Length'A' FHPM.75 0.75 230/115 5.4/10.8 1'/2-2" 40.6 lbs. 253/13" FHPM 1.0 1.00 230/115 7.1/14.2 2-21/2" 41.2 lbs. 253/46' FHPM 1.5 1.50 230/115 8.0/16 2-21/2" 42.6 lbs. 251/2" FHPM 2.0 2.00 230/115 11.2/22.4 2-2W' 54.6 lbs. 273/16" FHPM 2.5 2.50 230 11.5 2'/2-3" 48.6 lbs. 263/,6" FHPM 1.0-2-SPD 1.00 230 7.1/2.3 2'h-3" 46.5 lbs. 26V16' FHPM 1.5-2SPD 1.50 230 8.0/3.0 2'/2-3" 48.0 lbs. 269/,e" FHPM 2.0-2SPD 2.00 230 11.2/3.5 21/2-3" 52.9 lbs. 2711/16" When installing pump provide the following:1)a minimum of 2 ft.of clearance above the pump for removal of strainer basket and 2)a minimum of 8"of clearance behind the motor for removal of motor. www.ZodiacPoolSystems.com FloPro'" Specifications FHPM Replacement Motor uide FHP Mounting Configurations Suction Side Pump Height Height FHPM Pump Model A.O.Smith ' merson Motor FHP Pump ithout ase 7 " 12 " Centur` Model Technologies Model FHP Pump ith ase 87/5" 137/e" FHPM 0.75 852 " 852 FHP Pump ith ase 91/8" 141/8" FHPM 1.0 853 " 853 and Spacers FHPM 1.5 854 " 854 FHPM 2.0 859 " 859 FHPM 2.5 840 " 840 FHPM 1.0-2SPD 980 " 980 FHPM 1.5-2SPD 982 " 982 FHPM 2.0-2SPD 983 " 983 Recommended Minimum Wire Size(A g)For FHP Pumps Distance from Su -Panel 0-50 Feet 50-100 Feet 100-150 Feet 150 Feet-200 Feet ranch Fuse AMPS Model TT Class CC, , Voltage Voltage Voltage Voltage H, ,R ,or T 2 0 VAC 115 VAC 2 OVAC 115VAC 2 OVAC 115VAC 2 OVAC .115VAC 2 OVAC 115VAC FHPM 0.75HP 15A 15A 14 12 12 8 10 6 8 6 FHPM 1.0HP 15A 20A 14 10 10 8 8 6 8 4 FHPM 1.5HP 15A 20A 12 10 10 6 8 6 6 4 FHPM 2.0HP 15A 20A 12 8 8 6 6 4 6 3 FHPM 2.5HP 15A /A 12 /A 8 /A 6 /A 6 /A FHPM 1.0HP-2-Speed 15A /A 14 /A 10 /A 8 /A 8 /A FHPM 1.5HP-2-Speed 15A /A 12 /A 10 /A 8 /A 6 /A FHPM 2.0HP-2-Speed 15A /A 12 /A 8 /A 6 /A 6 /A -Assumes three 3)copper conductors in a buried conduit and 3 ma imum voltage loss in branch circuit.All ational"lectrical Code "C) and local codes must be followed. able shows minimum wire si e and branch fuse recommendations for a typical installation per "C. Total Dynamic FloPro Series Pumps Pounds Per Head Max-Rated(FHPM) Square inch (Feet of Water) (PSI) 120 i I 110._......_— I I I i _._ .._.—35 i 100 I i + 90 - ' 1 ! j I —30 —25 50 -- __ ........ . ..........— —'-----— _. 15 40 :14%.1;". HPC.— .. !.. FloPro.FMPM 2.5 HP.3400 RPM FloPro,FHPM 10 HP 3450 RPM ! —10 • FloPro,-HPM� 20 HP, 20 • 1725 RPMFl45 ro,FHPM 1.5 HP,70 RPM I - FloPro,FHPM 1.0 HP,3450 RPM — 10 - — 1 Fb'+r0,FHPM 1.0 HP ' 1775 RPN FIoP80,FH PM 1.5 HP,1725 RPM 0 - 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 Flow Rate,Gallons Per Minute (GPM) 2011 Zodiac Pool Systems, nc.SA6220 0611 Z AC is a registered trademark of Zodiac nternational,S.A.S. .,used under license. Technical Specifications andCS Series Filters c - �� Pro yeries® by ZODIAC® 14'/.' 0 „r- r1 liMiMiTil ii 11111111111111 ii -4A liii 18'/i I 4^ 4CI"44 .,. ii :1=, �, b rt 3'/.' Part No. Description Size Specifications and Dimensions,CS Series Filters CS100 CS Cartridge Filter 100 Sq. Ft. Model No. CS100 CS150 CS200 Cs250 Filter Area 100 ft2 150 ft2 200 ft2 250 ft2 CS150 CS Cartridge Filter 150 Sq. Ft. Design Flow Rate 1 gpm/ft2 .85 gpm/ft2 .625 gpm/ft2 .5 gpm/ft2 CS200 CS Cartridge Filter 200 Sq. Ft. Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm CS250 CS Cartridge Filter 250 Sq. Ft. Six(6)Hour 36,000 45,000 gal- 45,000 45,000 gal- Capacity gallons Ions gallons Ions CS Filter Head Loss Curves Eight(8)Hour 48,000 60,000 gal- 60,000 60,000 gal- Capacity gallons Ions gallons Ions Normal Start Up 8 Pressure 6-15 psi 6-15 psi 6-15 psi 6-15 psi 3 Max.Working 50 psi 50 psi 50 psi 50 psi / Pressure 6 Design ' Design Cartridges 1 1 1 1 Head / Pressure Required Loss 2 Drop (n Head) 4 j (Psi) Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs. / Height('A') 32W 32W 421/2" 42W 1 2 0 i 0 0 30 60 90 120 CS150 Flow Rate(gpm) — CS200 — CS250 CS100 www.ZodiacPoolSystems.com ©2011 Zodiac Pool Systems,Inc.SA6259 0611 ZODIAC®is a registered trademark of Zodiac International,S.A.S.U.,used under license. SOLAR ECLIPSE OZONE + UV A Synergistic Sanitation Approach When ozone and germicidal UV are combined in a single system, the UV light interacts with the ozone, and the resulting chemical reaction generates hydroxyl free radicals. Hydroxyl free radicals have even more oxidation potential than ozone, the power of the whole system is increased; creating the synergy of Advanced Oxidation Process(AOP). SPECIFICATIONS SOLAR ECLIPSE Application 50,000 gallons or less Plumbing Connections Inlet and Outlet 2 inch PVC Unions Flow Rate Maximum 80 GPM Mounting Floor or Wall Mount o ili Enclosure Rating Outdoor Installation SOLAR ECLIPSE Electrical Rating 240 VAC,60 HZ-0.6 Amps ------ Size 10„x 27"x 17" OZONE•UV SANITATION Weight 38 lbs. Listings/Certifications UL,cUL Germicidal UV Lamp Life Replace Lamp after 18 Months(1.5 yrs) DEL zone_ Ozone Cell Life 5 Year Life Expectancy • A Warranty 2 Year Limited Warranty 2' C ® US 0 DEL ozonem natural pool sanitation www.delozonepool.com 3580 Sueldo Street, San Luis Obispo, California 93401 I (800) 676-1335 x 291 I pool@delozone.com 4 Ir EPAvEstab.No.071472-CA-001 4-1958-01 Rev.0 1. \ 1id X;' ll`i l \ ii\,' i RAINBOW VODEL300/320 AUTOvATIC CHLORINE/3ROvI \ E FEEDERS Check valve protects pump and heater from back-up A W of highly chlorinated water —` Flow indicator allows a quick visual read of water flow nil- iii!• ! .., SAVE TIME,REDUCE MANUAL HANDLING OF CHEMICALS MODEL 320 FEEDER Chamber Capacity-1"Tablet Bottom Feed Top Feed Whether you choose the freestanding Model 300 feeder or the in-line Model 320 feeder,Rainbow feeders will take the Quantity bs 98 Weight 3.5 lbs 3.5 lbs. work and worry out of keeping your pool sparkling clean and Chamber Capacity-3"Tablet ready to use. Quantity 11 11 MODEL 300 FEEDER Weight 4.8 lbs 4.8 lbs. Maximum Erosion in 24 Hours...0.67 lbs 1.75 lbs. Chamber Capacity Quantity Weight 1"Tablet 98 3.5 lbs. Treats Pool/Spa Size in Gallons per 24 Hours' 3"Tablet 11 4.8 lbs. @ 10 ppm 6,700 17,500 Maximum Erosion in 24 Hours 1.19 lbs. @ 51 ppm 13,400 35,000 @ 2/2 ppm 26,800 70,000 Treats Pool/Spa Size in Gallons per 24 Hours' Dimensions 173/4"H x 5"W x 10"D...173/4"H x 5"W x 10"D @ 10 ppm 11,900 @ 5 ppm 23,800 Service Clearance for Lid Removal...19" 19" @ 21/2 ppm 47,600 'Using 1'trichlor tabs. Dimensions 21"H x 7"W x 12"D Service Clearance for Lid Removal 221/4" 'using 1"trichlor tabs. FED In r[�fn 1 FEEDER AVAILABLE FROM: mil s _ W W I. TOP. S LL 'F00. r0 wal F 1 1 R y.: CHECK PUMP FROM I�oun u .t • _.a __ iitustralion of Model 300 Feeder Illustr atinn of Model 320 Feeder + PENTAIR 1620 HAWKINS AVE,SANFORD,NC 27330 800.831.7133 WWW.PENTAIRPOOL.COM All Pentair trademarks and logos are owned by Pentair or one of its global affiliates.Rainbow'is a trademark of Pentair Water Pool and Spa.Inc.and/or its affiliated companies in the united States and/or other countries.Because we are continuously improving our products and serwees.Pentair reserves the right to change specifications without prior notice.Pentair s an equal opportunity employer. pumps•filters• heaters•heat pumps•automation • lighting•cleaners•sanitizers•water features•maintenance products 8/15 Part#R5-1015®2015 Pentair Water Pool and Spa,Inc.All rights reserved. ® NSF listed tor pubie or reselential use in swimming pools,spas or hot tubs using r trichlor tablets and when used with a flow-Indicating device_.such as Rainbow Modal MR172080. A&A CHANNEL FLOOR DRAIN Single & Dual Suction Installation Instru tions , ( ' % - .‘ Torx Screwdrier Tip ; i// i (� Torx Safety Screw WO `\ Figure 11 u Installing the Dual Suction Channel Floor Drain The Channel Drain may be configured to accommodate more than one pump by ordering from A&A Manufacturing an additional suction port on the bottom of the unit. If it is needed, a hydrostatic valve fitting can also be added to a dual suction Channel Drain (see Figure 12). L Q./ --Fir 11 B 6 8 a B 8 9 8 8 a' 1 E S l } Dual Suction Dual Suction w/Hydrostatic Relief Figure 12 Installation and steel forming for the dual suction Channel Drain is identical to the single suction drain (see Figure 13). The maximum flow rate of the Floor Mounted Dual Suction Channel Drain, certified by the NSF, is 227 GPM. Maximum flow rate is not to be exceeded! ... 1�ITITA ''•.,. , /\//\ i `•• • ■■�■s _ �i/\\i\ \//\i/\/\' /\i\ \i/\�/\\i/\\ iWJIJ , Figure 13 ,, Head Loss Curve Head Loss A&A MFG-Single Drain Sump,Long Diffuser AA MFG-Dual Drain Sump 0,45 _.-_— ---.—.-----_._.____._.—..--- — 1.20— — --_----___._.._________._.___.__....__--'—__--. 1 0.40.-- -' 1.00• 0.35 O 0.3o Q 0.0 _ . _ 0.25 d 0.60 O . 0.20 -..../ O gOao. / 0.15. 0.10 0.20 0.05• 0.00 0.00 1 0 50 100 150 200 250 0 50 100 150 200 250 Flow Rate(gpm) Flow Rete(gpm) 4 Revised 3.31.09 Venturi-Powered .• . ....„, ' ui Q QurkSkimeatu , ...., ..._,_ _ -, • Enhances Skimming efficiency by 40% ` _ . _ . over Standard Skimmers. • "lt hist Icons on S inuntn " -With Variable Saeed Pumas, Skimming will Continue at Speeds 48% rower than Standard Skimmers. • 100% of the Puma Suction is Directed to the AVSC or PDB Draiu[sl. VENTURI • Patented Anti-Entrapment Feature. PULLING 50-70 GPM N i • Water Ston incorporated into the FacePlate. • Self-Locking Basket with 5 micron Silt Sock. • Snan-In Weir with low Noise Design. RETURN TO FROM PUMP POOL 8-10 GPM • Heavy Duty PVC tower Housing. THROUGH • Uaner Housing with Behar Cutouts & Tie Wire Holes. SUCTION LINE VENTURI (Optional) • lid with Smooth Touch Finger Grins. It • Also. Available for Vinyl & Fihergiass Pools. •Available in White, Grey, & Black i = - 4 _ •gi ' M ' - v 4. Normal Skimmer Suction Venturi-Powered Suction 'Live fiction Video Comtlarison Available at, wiv aolnl••.coins bi.ks Ui A rat . , , ... ,o .,, _ t.Free:8 851 8492 Local 602.25 . 5 Fax MANUFACTURING IMF I►t USA Patent#s 7,300,576 - 6,022,481 The Jet Series Deck Jets add excitement and fun to your pool x., and spa experience.They create a beautiful ke.,‘ „ shimmering arc of water that cascades gently ligr")r. J` from your pool deck into your pool or spa. s:`4 �.. ,, The Deck Jets can be installed in almost any r t combination and adjusted 360 degrees, allowing for infinite combinations of dazzling effects. k-Xliat{ ci. t . r.cam+s.•-� :, , -'4 ' ' Jiir:‘it° » • }• ,�, .e'e •4,-,: • •,,. ,lir..✓ ,? j� +,r4 � )I l'S ae- . . / , dIg V Deck Jet Laminar Jets with LED MiniJet® FIIIIIIIIIIN JE-3000T HEAT PUMP a �'" DIMENSIONS Lin 36' A3' • i`� 2M i iI - --4.-1,-- -.....-...—....1167/11 ;��- Energy efficient pool and 4a' IPspa heating ■■•mi ■ is The JE3000T is the most advanced heat pump i,--o �_ t6' �t�"��r--1- 117.4i;"�� -fr•����■� line available. By absorbing free heat from the 3.6' `�-■ �•� \������■ '•Il�l�— illli —._. air and transferring it to the water, JE3000T heat pumps make the heating process efficient, SPECIFICATIONS ecological, and most of all, cost effective. And, with the JE3000TR reversing models,you can even JE3000T JE3000TR JE3000T3 JE3000TR3 cool your pool during the hot summer months Output*(BTUs) 137,000 137,000 137,000 137,000 with the innovative Chill mode. Input'(kW) 6.37 6.37 6.37 6.37 COP* 6.3 6.3 6.3 6.3 >>Optional chiller/hot gas defrost. Output,SRC(BTUs) 127,000 127,000 127,000 127,000 Chill your pool during hot summer nights. COP,SRC 6.0 5.9 6 5.9 >>Ultra Efficient Output,Low Ambient 86,000 86,000 86,000 86,000 Featuring a premium titanium heat exchanger, JE Heat Pumps provide superior hydraulic C.O.P.Low Ambient 4.2 4 4.2 4 flow for maximum energy savings. ` Voltage 230V/6OHz 230V/6OHz 208/230V/6OHz/3 208/230V/60Hz/3 Superior Control — Minimum Circuit 41.81 41.81 33.00 33.00 Dual thermostats(pool/spa). Ampacity Features advanced digital control to enable Max Over Current 60 60 50 50 self diagnostics,multilingual capability,and an auto-heat Protection** feature,when used in conjunction with Aqualink®control LRA 185 185 164 164 systems,to maintain your pool's temperature automatically RLA 32.05 32.05 25.00 25.00 and efficiently 24 hours per day. Compressor Scroll Scroll Scroll Scroll JE Series Heat Pumps are iAquaLink'"compatible so you can adjust the temperature of your pool or spa from your Heat Exchanger Titanium Titanium Titanium Titanium High Flow High Flow High Flow High Flow smartphone,tablet,or other web-enabled device.(purchased separately) Optimal Water Flow 57 57 57 57 Versa Plumb®Ready (GPH) All JE Heat Pumps are Versa Plumb ready,allowing you to achieve Minimum Water 20 20 20 20 50%more hydraulic efficiency for maximum energy savings. Flow(GPH) Versatile Maximum Water 70 70 70 70 Flow(GPH) Also available:JE1500T(72,000 BTU),JE2000T(103,000 BTU), Weight(lbs.) 228 230 228 230 and JE2500T(113,000 BTU(.3 phase models also available. Environmentally friendly(410A refrigerant) •Outside the scope of AHRI Standard 116011-PI ""AHRI Standard 1160 ll-PI SRC:Standard Rating Conditions 0F.+i15*0Zodiac Pool Systems,Inc. y . , 2620 Commerce Way,Vista,CA 92081 r' 11 1.800.822.7933 I www.ZodiacPoolSystems.com z~'' .115 0 I O Zodiac Pool Systems Canada,Inc. ' 2115 South Service Road West,Unit#3,Oakville,ON L6L 5W2 1.888.647.4004 I www.ZodiacPoolSystems.ca , ._,rv: „. . ,,, . �,;d r; : :::::::: y ; - --arm .�z:� .� °°�” ,� �.�i-a ZODIAC® ZODIAC®is a registered trademark of Zodiac International,S.A.S.U..used under license. ZODIAC Nr....,--, „, _ •r. •rte .....--- v.., . ..,, ,...,...„ FLEXIBLE OPTIONS. . ..._. .„ : ., , . ,,,.,_ , . , .t. cJandy. ?�>Proeries tr;' s: 1 "� N 1110177 '4,'"i — . N., gip 1 lirrihN: i' 'N,s,' ' . N. nicweLess - _:, „. . ---: ,- .... ____ _ „... . _It RGBW Watercolors White-Only , LED LIGHTS !Available in 9W,20W,30WI 'Available in 9W,20W,30WI �%� �," � BETTER ILLUMINATION t... Use More Lights For More Even Lighting ,::max: 's a Greater Beam ' Spread .. / !L4 I. TYPical Beam 'V ,t-S) 1 Traditional 3 Jandy Pro Series Incandescent Light Nicheless LED Lights Create a Brilliant Pool Dynamic light design comes to life with brighter, more radiant illumination options. ENERGY SAVINGS BARELY VISIBLE BEAUTY AND PERFORMANCE l'('' ''.) ActuatSizeBrighter Energy-Efficient The Brightest Light VS N RGBW technology produces up to Jandy Pro Series Nicheless LED You Will Never See 27 Watts h' e ”' . 3 250%brighter than the first-generation Lights are low-voltage(12VACI and Two-inch(5cm)lenses are barely 500 Watts l r o nicheless light. available with 9W,20W,and 30W visible during the day.Smaller tensBETTER ILLUMINATION ° ^A, max power draw options. size allows more lights to be installed ` m Better Illumination resulting in more even lighting while 0 m Provides wider beam spread to Enhanced Output g5 brighten the hardest-to-reach corners. Delivers a more radiant color reducingv hot spots. 0 v, experience featuring RGBW technology. =•'� Rich Colors,Display Options Our RGBW Watercolors and White-Only LESS ENERGY Now featuring brilliant white light and models are offered in three different 9 vibrant colors,and 5 exciting light power levels. shows with RGBW Watercolor lights. Go beyond accent lighting! Jandy Pro Series offers one of the only nicheless lighting lines designed for general pool and spa lighting.