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1971 Mipaula Ct. POOL19-0010 Pool SWIMMING POOL PERMIT PERMIT NUMBER A' - CITY OF ATLANTIC BEACH POOL19-0010 - ISSUED: 4/3/2019 800 SEMINOLE ROAD 1319r ATLANTIC BEACH. FL 32233 EXPIRES: 9/30/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1971 MIPAULA CT SWIMMING POOL SWIMMING SWIMMING POOL $40250.00 POOL RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169506 1028 SELVA NORTE UNIT 01 COMPANY: ADDRESS: CITY: STATE: ZIP: Florida Luxury Pools, Inc. 74 Levy Road Atlantic Beach FL 32233 OWNER: ADDRESS: CITY: STATE: ZIP: KIGHT MICHAEL D JR 1971 MIPAULA CT ATLANTIC BEACH FL 32233-4555 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Date:4/3/2019 1 of 2 SWIMMING POOL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH POOL19-0010 800 SEMINOLE ROAD ISSUED: 4/3/2019 "-cif V ATLANTIC BEACH. FL 32233 EXPIRES: 9/30/2019 3 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint(if used)must discharge into vegetated area 10 feet minimum from street or drainage feature(swale,structure or lagoon). 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: • Full right-of-way restoration,including sod,is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $255.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $127.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.49 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.33 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL:$593.32 Issued Date:4/3/2019 2 of 2 (--- Permit Inspections \r " City of Atlantic Beach '��Lpii 9%' _ s. _ • Atoka Permit Number: POOL19-0010 Description:SWIMMING POOL Applied: 2/25/2019 Approved:4/2/2019 Site Address: 1971 MIPAULA CT Issued:4/3/2019 Finaled: City,State Zip Code:Atlantic Beach, Fl 32233 Status: ISSUED Applicant: <NONE> Parent Permit: Owner: KIGHT MICHAEL D JR Parent Project: Contractor: <NONE> Details: HABITAT ELECTRICAL ASKED THAT THE ELECTRICAL PERMIT BE VOIDED LIST OF INSPECTIONS SEQ SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS ID 4/30/2019 4/30/2019 POOL STEEL Rick Bell PASSED Notes: Brad 904-477-9008 BUILDING FAILED WITH 8/23/2019 8/23/2019 FOUNDATION Mike Jones FEE FOOTING Notes: Hayden:207-747-7330 no documents for the job on site,job box was empty.$55 BUILDING 8/27/2019 8/27/2019 FOUNDATION Rick Bell PASSED FOOTING Notes: Hayden:207-747-7330 11/13/2019 11/13/2019 POOL SAFETY Rick Bell PASSED Notes: Hayden:207-747-7330 1/3/2020 1/3/2020 POOL FINAL Rick Bell PASSED BUILDING Notes: 222-1188 CHARLES JOB COPY OF PERMIT WERE DAMAGED AND ..... THE OFFICE COPY WAS REPRODUCED. 1/3/2020 I 1/6/2020 I PUBLIC WORKS Scott Williams PASSED J POOL FINAL Notes: 222-1188 CHARLES JOB COPY OF PERMIT WERE DAMAGED AND THE OFFICE COPY WAS REPRODUCED. s Printed: Wednesday, 22 January, 2020 1 of 2 i Permit Inspections ,µ City of Atlantic Beach Everything was good. Printed: Wednesday, 22 January, 2020 2 of 2 • 1 /,;51-Ai.1-4-A\ City of Atlantic Beach APPLICATION NUMBER cf �` ...��� Building Department (To be assigned by the Building Department.) r 800 Seminole Road�; Atlantic Beach, Florida 32233-5445 j 1C�OI_ ( 1 Q f Two O \ � Phone(904)247-5826 ' Fax(904)247-5845 \r;t qi' E-mail: building-dept@coab.us Date routed: -13/"Z3 I L.0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: l I ( ` Y1 j pO()L\ LT Department review required Ye No ui din Applicant: 1.A L u x o POOLS Hing &Zoning 7 Tree Administrator S Project: Uv l /1/1, 1(14 1 k.26, PC,pL P : ' Works -J. 4.•r5;5J + -ublic 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: FK3proved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDIN PLANNING &ZONING3/ ' O / Reviewed by: 2Date: yJ TREE ADMIN. Second Review: proved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: 7/2I;ol FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application Updated 12/8/17 ;•&mss'`"' City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address:l l l m ra4.u.Lft c. Rl_:i3P.cii, '3,23,3 3 Permit Number:- e Legal Description j 1.4,SeLv-w no ere.,I.t.nu tQ RE#169&c 14 2g Valuation of Work(Replacement Cost)$-4o, oZ S O. Heated/Cooled SF (04- Non-Heated/Cooled n/A- • Class of Work(Circle one): . Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial (irgidential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No VIVA • 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: t 1Gr'€te--S Lu n1 r1n Florida Product Approval f for multiple products use product approval form Property Owner Information Name: '(1[1t C,hae.L O, Address:19 R 1 City (11 LC. ea.c.Jr. State Zip sg p.3- Phon )31c,- pC�� E-Mail/ Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Oat- . Contractor Information Name of Company:4- _OrtjA( y oc.)LS,1 tc.. Qualifying Agent:1)0V tO a_ t+(tm �L— Address 7-4 4..-cv � �e , Cityt?lt3rtit. iter-(ti State r Zip 3,9,a3-3 Office PhoneLq.0`.) 6—(;b .(o Job Site/Contact Numbel�9C/Ai 361—S0-14 S0—f4 l_Robet-t- State Certification/Registration#GAG►`l tigR fu-xo-o-y-poc>i 'C-0 ur► Architect Name&Phone#./ Engineer's Name&Phone#C.--L. 'Es .Cot-L Qt?S _En*AcGr't (Chan.c)(1717) 449,- 443 Workers Compensation :(scl-en. (-5so C._ 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.NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. 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 FIN . ► ' CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD YOUR N i ' CE OF Co ► MENCEMENT. "Alt-AY (Signature of Owner or Agent) ignature of Contractor) (including contractor) T5i Signed and sworn to(or affirmed)befor- - thisc day of Signed and sworn to(or affirmed)before me this23 day of n;•y ► _Irl �brw2cy, cJv b'�lad-V)� 1 ► > NN/,e M. NeM.Na1atiMsl•• - l oI v+` Notary Public State of Florida Personal) K•o4,7 Nrc Notary Public State of Florida T Charles E Powell [ y Charles E Powell )(Personally Known OR • • r My Commission GG 275454 [ ]Produced Id: My Commission GG 275454 [ ]Produced Identificatio Noial Expires 12/16/2022 Type of Identifi•:tidrai wd� Expires 1 2/1 612 022 Type of Identification: _ t� L Revision Request/Correction to Comments **ALL INFORMATION : j rHIGHLIGHTED IN '' City of Atlantic Beach Building Department GRAY IS REQUIRED. o K 800 Seminole Rd, Atlantic Beach, FL 32233 J „r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:F00 LA 9 -OD( d ❑ Revision to Issued Permit OR X'Corrections to Comments Date:3— I l =t J Project Address: \ 9 '1 1 CY1 ‘. �A v.L <-.17. 41-1-461"L C 6 0.11ACA-1 f e-L ..7ac1.3--3 Contractor/Contact Name: FA-403‘e t fl,A L.t.., x_&.�Y .1,45Lc 1 Inc . Contact Phone:( o¢)9.'4 — I s-a6 Email:6IIkc,Ii-.63 ( u._)(u..cZ>rpaciL$3a x •Co hi Description of Proposed Revision/Corrections: i ) orf-ec.-Ficin -F-czo wi w►a-►�.cz 5 i re -1-c, pa) a-e�r-iy Live i ti KU CO pt?_6 In dc •ecrdj-e - a Pro - yLt . 2) Yes r o a sc tcein l=vt-LLbsum w/ Pt.c.(.te r. t n Lower S ec a e, u p Screen •3)To Ynve-e•r c_o, a i 36"T14-(...t..e1-evz4ecA • z I affirm the revision/correction to comments is incdsiMiliWrillITI d . (printed name) • W' I proposed revision/corrections add additiona square footage to original submittal? MAR 1 3 2019 No ❑ Yes (additional s.f.to be added: X\VA ) Building Department '` ` . , rz c Beach, FL .,;_vii proposed revision/corrections add additional increase in building value to origin�'a'1�Su� i o ❑*Yes (additional increase in *. •i-v:lue. N\ X:\ ) (Contractor must sign if increase in valuation( *Signature of Contractor/Agent: ``VIVIP lir MA __ I (Office Use Only) J Approved ❑ Denied ❑ Not Applicable to Department Permit Fee D e$ S0, I - Revision/Plan Review Comments Deiartm_ent Review Required: Buildin fit( ' _ an ig_Q Inning ) 11__nReviewed By Tree Administrator Public Works Public Utilities T- 22- do/ 9' Public Safety Date Fire Services Updated10/17/18 OFFICE COPY .t�11,`yr Revision Request/Correction to Comments **ALL INFORMATION t HIGHLIGHTED IN 2 *+,,,,,, City of Atlantic Beach Building Department GRAY IS REQUIRED. u- 800 Seminole Rd, Atlantic Beach, FL 32233 -J3 � Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: POOL-1 Cl -CSX° ❑ Revision to Issued Permit OR Corrections to Comments Date: -3)—g a- \ Project Address: \ \ \ \ NINA� iNA.,,,`,a c . \Pi:NA-2,•Vsk<. c v i --1._ ,:3: 13 3 Contractor/Contact Name: F „Os NI-t. A,.2 k, V.Xv..� _c2�k 4 , /N.l ct Contact Phone: 6-1 G +) .Aa‘- to-a.6, Email: C, t _ • . . . r i j Description of Proposed Revision/Corrections:jy�!� I.) (ted s ttr .G i t.d vt { U VV"1 �,'2. C�c_ir e A e� i-CJ �Y`O'�-t rty L k.vk{. t ' 1 1 O Lu �5zt,z V V-Nza on ..0 c.v. - e_to a` ev L� v, e. a) o\ G C—vti Vtc,T k 6. U r^k,c;ei vv -L. Csd l.- ?Or m t, T" o X So re. ae= I (\cQ t_,Zwe_1.L /affirm the revision/correction to comments is inclusive qf the p*opgs&V,,ia „D (printed name) ! ‘ .� . i • Will proposed revision/corrections add additional square footage to original submittal? YNo ❑ Yes(additional s.f.to be added: ) MAR 2 2 2019 • Will proposed revision/corrections add additional increase in buildin: value to original sib�riftt 911 DeDartmert No ❑*Yes (additional increase i • ' •,....ti: . e:$ _. 7.1./ ) (c¢rntctl'r criu �g°.;f,; aas8ttlµati��)FIL *Signature of Contractor/Ag- " 011,P�, um mi-* (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ —0 Revision/Plan Review Comments De artment Review Required: Buildin-g— /r)1' nnmg&Zo tng c Reviewed By Tree Administrator Public Works"-, Public Public Utilities Public Safety Date Fire Services Updated 10/17/18 Doc # 2019043268, OR BK 18699 Page 2428, Number Pages: 1 , Recorded 02/25/2019 02:25 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 kPreni ----- - - - -- --- --...OFFICE COPY I- 0- Foal/9 -Goic) , NOTICE OF COMIVIENCE1VIENT State of \l-.0AA-tCst County ofD LL.V tat L.. Tax Folio No.Re.; I CCL5.0 C—(.0 To Whom It May Concern: , The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved:14 T ‘4 r Se1.—vvci V10 r el'e i vat'.} 0 Ike_ s Address of property being.improved: `Q'\\ 1M tV .(�r-3`.1 A-c�.2 +lc_:-a,e '€ L,c—L•jagc33 General description of improvements:=y‘. co-i.x'-A. C_O Ci'Gte. t.1)%vitt m-c v1.q�e L E S C'`�Yl. y1L I..nS C.LIL.P_ �-► c Owner:14.tv't'I WI t e—Si ae.L'D. Address:W1. WA C PNt.L_AA c...7•tA'TL..3eac 4v'3oie.32 Owner's interest in site of the improvement: F:e.,Q.. t vvv{,1+, Fee Simple Titleholder(if other than owner): k Name: • Contractor:3) the �. -14‘.MtL, CDR P) Fk.0�r4.A�uk.4C �/ cJL.Sr Talc— Address:� t. 1 A•�i�"F12m+LC.S ac t.3 3� Telephone No.6.(Q-2G — l P. Fax No:?"--- Surety o: >Surety(if any) Address: Amount of Bond$ . 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 himeelf, 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): TBZS SPACE FOR RECORDER'S USE ONLY O / Si Date:�c5--11 B � day of.?-- 1,--- in the County of Duval,State Of Florida,has personally appeared t, t i_ t'.k. Personally �%� 11}l i. or Produced Iden.."uta ii -�� ;��►.._,.a. r ota Public State of Florida Notary Public: .40/MAK!AIT My commission expires: OFFICE COPY W a Z ..� vZo �. a p 0 caI- =m ° 888 8 Florida Luxury Pools, Inc. " CC act z 74 Levy Road, Atlantic Beach, FL 32233 0 2 Oww r W } a CO • . - wpw WON w GC w Florida LuxuryPools, Inc. w David Bradley Himel I Owner oc cc EIN 81-3602014 Cell: 904-477-9008 Document#P16000069798 Office: 904-226-1526 Email: Brad@LuxuryPoolsJax.com State Certification Pool/Spa Contractor CPC 1458999 Robert Metz I Construction Supervisor Active 5/31/2017 Expires $--3(- Qzi 9,0 Cell: 904-361-8074 Email: Robert@LuxuryPoolsJax.com Florida Building Codes Pertaining to Underground Pool Construction (All Attached) 1) FBC - Residential 6th Edition (2017) Applying on Behalf of... Chapter 45 Private Swimming Pools 1�. �.� � C l .�,2 .�L. 17.���Z 2) R4501.3 Mechanical Requirements 1 3) R450 - Engineering Design, L Yr'° � � �- , R4501.6.1 Conformance Standards 4) FBC - Residential, 6th Edition (2017) 4TL..2 f t L (-6-ea / �t- Chapter 42 Swimming Pools 3 Z a33 (Electrical Provisions) (qo4) 3t6 ^' 4©o4- o.AP''., City of Atlantic Beach APPLICATION NUMBER 6-Y1L- \ri Building Department (To be assigned by the Building Department.) a t800 Seminole Road Atlantic Beach, Florida lorida 32233-5445 FOOL J� v ,� Phone(904) (904)247-5845 ,: E-mail: Date routed: /Z3(City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I-1 M PPUL BT Department review required Yes No v, ui din Applicant: L u K V e ' PQo L,`C Hing Zoning j C Tree Administrator Project: c• \A-)I /VL yin, tiJG• ���(� - Works ub is 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 Peck �"rus� (Keel- Side fe t;44c //^ PLANNING &ZONING Reviewed by Date: TREE ADMIN. Second Review: F 'Approved as revised. Denied. ❑Not applicable PUBLIC WORKS Comments: Need S�Cer` inc PUBLIC UTILITIES PUBLIC SAFETY Reviewed Date: 3 FIRE SERVICES Third Review: pproved as revised. ❑Denied. ❑Not applicable Comments: Pit c.c,ecf f6r c (a5�.re -Fromm Feria %67- Reviewed by: `% /�- Date: 3-7-cr= 19 Revised 05/19/2017 �t "�'�• Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN J Pr Y '' City of Atlantic Beach Building Department GRAY IS REQUIRED. fl 800 Seminole Rd, Atlantic Beach, FL 32233 ' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: POOL'"I –WO ❑ Revision to Issued Permit OR Corrections to Comments Date: E 2 �— Project Address: \ �tA \ lat-..k.,La Lam. \RT\-2A. \L.V:)2 'Grx i F-L 3:1.23 3 Contractor/Contact Name: 4- A.2 \„__...).....x1/4., 2_.y. zee) L� AI-_ Contact Phone: 6 0 +) .aa - to.a(p Email: <:,Ir kele..42Ai LKLuZy 9c:30..4,j 1• Ca iii Description of Proposed Revision/Corrections: 1.) .t re.G i t o vl F.ro w, Wa i-w e t"U ?rc -{rt y L‘,vt e. ccs \AO LU VMt S t4, 4 F-‘7__‘) nn ..D Gl< -€ e_AO eVo V ekr1.-i 0. .e., £) (\O\ ' G C( Vlv T i A 0 v1._-_ ,1,44-L-1- 'Foci lr ?Or mn i, r o f SCO re, Or WO4V-Nt 5eceev o ---1ne_r, I C\N Aec g,0,0-e..L.L. affirm the revision/correction to comments is inclusiye,5ftlae pre�9sed,4a _, . . (printed name) ' L. g V • Will proposed revision/corrections add additional square footage to original submittal? 'No ❑ Yes (additional s.f.to be added: ) MAR 2 2 2019 • Will proposed revision/corrections add additional increase in buildin:value to original s n h; i Departrnert No ❑*Yes(additional increase i • • .`;;:4re:$ ) (cet�� to\cs�u o. ,aa5 'mealµ n)FI lit�• ='i�` / .a..Cs,6 LSV 6..f�u F.�ls. y 1� *Signature of Contractor/Ag- 'eifigl ��"i�/ (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments De artment Review Required: Builclir–TgTh ___,cC__, ----- nning LZoi itrg—, Reviewed By Tree Administrator Public Work 3–2g.— 1'1 Public Utilities Public Safety Date Fire Services Updated 10/17/18 r1r i ' r Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN J City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 -`wilt- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:POOL.( off "OO d Revision to Issued Permit OR XCorrections to Comments Date:3. 1.9 -- 1`l Project Address: 191 k CY1 0 --�c�.L r1 -,, 4-Z Lr4 YC N C 3 1,� k&)FL 3`,.`13'3 Contractor/Contact Name: t-t-bv l fl Lt.�x�.c.tzyr )e LS lac._ • Contact Phone:6104)9.')4 - l 5-a 6 Email:�.`Ylukc.k.63 (u`x..L.t-2_ypociL.s3a k •C O WI Description of Proposed Revision/Corrections: i ) corf-ec..-+16n V-2o wi Wba- as s i dfre +c, pror-er+.../ Lk,,n.e._ i vs via CO pt?o WI d-eciCetj.e.-t-o Pro p,cri f Lwo. _ . • - - - ._ -- _La• - - - -**- ice- �nfo --- -r t'- T - -- T. ii.' I affirm the revision/correctit to comments is inclisiN . h it-1'i• '-d h.` (printed name) Ccp Q ,c, �1 eTC : Sic_ It%07 ���T o " w e re Rj . se-re.e n 6 MAR 1 3 2019 • WPI proposed revision/corrections add additionalsquare footage to original submittal?f No ❑ Yes (additional s.f.to be added: N('\ A ) 13ur ing Department �C'F "i tciv Beach, FL •\WjJI proposed revision/corrections add additional increase in building value to onginal�5u Y o ❑*Yes (additional increase in •.' • Vii► : N\ `A ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: `�4�,�•L,&a.a (Office Use Only) ❑ Approved Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments nie'P d ;LC r'eI C �a S u� e Nc'I A 4- De artment Review Required: Buildin A---- anning& Zoning ) Reviewed By Tree Administrator Public Works Public Utilities ^ Jt-i c-1 Public Safety Date Fire Services Updated 10/17/18 • Philip Brown <philip@luxurypoolsjax.com> 1971 Mipaula Ct Pool Permit Broedell, Brian <bbroedell@coab.us> Thu, Mar 14, 2019 at 8:59 AM To: Philip Brown <philip@luxurypoolsjax.com> Good morning, A few comments regarding this permit: 1. Please show the setback measurement from the lot line to the deck, not the pool. And please submit a revision at the permits desk. 2. Will there be a screen enclosure?Or just an open deck? 3. From the Building Department: Any open surface that is elevated more than 30 inches measured vertically to the grade below at any point within 24 inches horizontally is required to have a guard at least 36 inches tall. Thank you, • • Brian Broedell Planner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904)247-5822 bbroedell@coab.us From: Philip Brown [mailto:philip@luxurypoolsjax.com] Sent:Wednesday, March 13, 2019 2:13 PM To: Broedell, Brian <bbroedell@coab.us> [Quoted text hidden] [Quoted text hidden] TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach, FL 32233 • !.aPERMIT# (P) 904 247-5800 (F)904 247-5845 SECTION I -APPLICANT INFORMATION IT/Owner(s) ( Legal Authorized Agent* NAME OF APPLICANT ,. � "1" Z-Z- , NAME OF COMPANY F{-or•c,A A xu <f©c>LS ; :la ADDRESS OF COMPANY�,A. � g„ , s P� ATL Z,(�{—�L �S >=�t�- 33-33 PHONE (,�O'�) -t�� CELL EMAIL 1ora��t"A.x BaX •(-.om ` J YP�51 CONTRACTOR CERTIFICATION NUMBER 7( t4c ctc 1 ATLBCH BUSINESS TAX RECEIPT NUMBER (�0 I/%2GP 5 (-�"erelci V ) — SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY \ \ ` \?Gia.AG\ ^RC. _ 32..0_33 If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTIONCELVr Cor � E. LOT .J BLOCK SUBDIVISION l� S�‘...v114- flog e artt.i Or REAL ESTATE NUMBERpe tVI5 _t©ag LOT OR PARCEL SIZE: ( �'09� SO FT AC RESIDENTIAL ✓ 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. Subse.. -fitly, I affi m that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-d cribed or a. acent proper ies in conjunction with this project. l ATURE OF, er-ER SIGNATURE OF OWNER Signed and sworn before me on thisday of VA < it ._ tat ,by State of I4 4- County of D tkV Identification verified: Oath sworn: � Yes I No I ts'ky, Notary Public State of Florida t', Charles E Powell ' My Commission GG 275454 Not. v a re My Commission expires: Yi.: y;. City of Atlantic Beach ! APPLICATION NUMBER �3 A. '� Building Department (:)-o be assigned by the Building Department.) A q,!) 800 Seminole Road FEB 25 2019 �oa� q-b0 I O Atlantic Beach, Florida 32233-5445 Phone(904)247-5826• Fax(904)247-58481,4 E-mail: building-dept@coab.us Date routed: /2.51LC) City web-site: http://www.coab.us - APPLICATION REVIEW AND TRACKING FORM Property Address: n n(\ pp,JL\ Bi- Department review required Yes No (KCdin Applicant: `L-fl L U K o Q C Q(.,`S zonmg Tree AdmmistrStor W l M L. w Project: �� �rj. (�� ub is 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. I 'Denied. ['Not applicable (Circle one.) Comments: BUILDING \ r PLANNING &ZONING Reviewed b Date: TREE ADMIN. Second Review: ❑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 Revision Request/Correction to Comments **ALL INFORMATION �t ♦ HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. f 800 Seminole Rd, Atlantic Beach, FL 32233 ' �-Ji1 J' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: POOL-1"I -colt ❑ Revision to Issued Permit OR XCorrections to Comments Date: a- ` \ Project Address: \ (VA \ Nelk.k..L2 c-2\-", �TL2A \ (: ?)e_e�v‘i V--L. 3=1,23 3 Contractor/Contact Name: �c"j'1 �2 �V�X—' -- C'�� L� [� Contact Phone: G 4) AR[�—fro--. ,.(� Email: CAA(Le. Q.(\A.X. li7—y\Dc)c>1,-4 I l ' P_A I, Ca 411 Description of Proposed Revision/Corrections:1 ` y� i) i4fL.G 1.C9 41 �U Vv1 �N'2 C-cir e c A-U Vrd',-t rty L k,Vie_, t `S 1►V LU ViAt-ZIS�,z V-N� w4 D ci�tc -� e_-to o` e.r L`i vi , a) --\__CG Gv"ec vlv T i.A O V' v'4—L '76a - ,r rn i, r v r Soo re. aC— J00,tV., 5 c cee.v, \z„./ o -F-Vvex. 16tre.lrcQ � affirm the revision/correction to comments is inclusiye,.fitlaea d. is .., . . (printed name) '' ` ti"" �, • Will proposed revision/corrections add additional square footage to original submittal? yNo ❑ Yes(additional s.f.to be added: ) MAR 2 2 2019 • Will proposed revision/corrections add additional increase in buildin:value to original sorriktiRq Department No ❑*Yes(additional increase i • '.;;,• e:$ I ) (ce'rac r•crr' sigpi ea Ya1ya pn) a *Signature of Contractor/Ag- '11110,1114/ _/ (Office Use Only) Ild Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments De artment Review Required: �� Building ---✓lam .�%�%G't4yr--2 nning&ZoiTirrg--, Reviewed By Tree Administrator Public Works , 25 2019n Public Utilities ��� --/f Public Safety ---- afety _ Date Ls Fire Services " Updated 10/17/18 r OFFICE COPY '£' City of Atlantic Beach 15v.ary Ji3}� Swimming Pool Permit Checklist CW Permit Application Id/Proof of Property Ownership /Recorded Notice of Commencement 01/Boundary Survey lJ Tree Removal Application elans and Specifications ngineered Pool Steel Drawings lb Contractors Information //A❑ DEP Permit �(�❑ Variance Approval Letter Permit Application: 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. 1 I MAP SHOWING BOUNDARY SURVEY OF CERTIFIED TO: OFFICE COPY yn...._ MIPAULA COURT N 03'44'47" W - W 6.79' (CHORD) N 07'32'49ASURED) (MEASURED) 84.89' (M , S7'0'1'W 4'.54'6' W O 1 Cc c e u'`A') \y b i :re C 'J, DRIVEWAY Ce W Q ( 1200 SO FT W IWI ((/) D W I 2 Q TOTAL LOT: Li 111__,095 SQ FT 2 V Q1 NID101 i CNi r Z54SCR m 1 ( / .� PORCH 11- �;. 141 SQ FT i Fe AC° ,3. ONE STOW' W I .tart x FRAMERESIDENCE e 3 tIii 2536 SQ FT .)TED # 1971 4.---•i N • Z ao (n nec. MAP SHOWING BOUNDARY SURVEY OF LO 14, SELVA NORTE UNIT ONE, AS RECORDED IN PLAT BOOK 39. PAGES 94, 94-A AND 94-8. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: MICHAEL D. KIGHT JR. EQUITY PRIME MORTGAGE ISAOA/ATIMA PONTE VEDRA TITLE, LLC CHICAGO TITLE INSURANCE COMPANY N 03.48'07" W MIP AUL. COURT 6.62' (CHORD) N 07.3544" W N 03'44'47" W 85.00 (PLAT) 49. 6.79' (CHORD) H 07'32 ASURED) (MEASURED) 84.89 (V. , ST O'1•W - _ — ,4's ew y • OCOMMUNI4480., � e " t) tE ID J! FTe:lab o '' •', DRIVEWAY ce 1200 SQ FT n W `IW/ N 7 A W VI TOTAL LOT: ..,' v U. -- i d 41,095 SQ FT . 2 0) J-) N Si le n' &5 0.1 V g In I -r - d 0 PORCH m �L�/ .�7`, , ,..' 141 SQ FT FL -e ---13 — pR �. ONE STORY W �-' RESIDENCE r FRAME (--� -- LOT 15 I ,..., - 2536 SQ FT TED # 1971 I std I N � o �"<< O fn v 0c0 0 D N Li____. -7------ PIIII1I1 III - _7 fes I! TOTAL LOT: 11095 SQ FT ! TOTAL LOT: HOUSE: 2536 SQ FT 11 ,095 SQ FT DRIVEWAY: 1200 SQ FT PORCH&WALKWAY: EXISTING CONCRETE 141 SQ FT TOTAL IMPERVIOUS: 3877 SQ FT STEP (APPROX 34.94%) STEP TO WATERS STEP PROPOSED DECK: 256 SQ FT O� EDGE FROM PROPERTY STEP PROPOSED IMPERVIOUS: 4133 SQ FT � LINE STEP STEP (APPROX 37.25%) UM NEW DECK 256 SQ FT POOL AREA: 211 SQ FT POOL PERIMETER: 66 LN FT + 5 5 "• T TO WATERS POOL TURNOVER: EDGE FROM 5 DEEP 4,030 gal @ 35gmp=1.71 hrs PROPERTY LINE 13' Io' �� POOL U " 211 SQ FT w irt`G� m ��� O �\ C. STEP \ 1 ` STEP U .�`\\� 3'DEEP O``� STEP - �`\`\ ® SPA ` UNSHELFO 8 GAGUE COPPER GROUND 3 r ..C) 10"0'DEEP WIRESECURD AT STEEL MAT OF SHELL AND POOL EQUIPMENT AS 6' ; REQUIRED BY CODE ` ' —" 5'----• TO WATERS PT-- EDGE FROMSTORM WATER AND RUN-OFF FROM NEW DECK RESIDENCE SWIMMING POOL AND DECK WILL NOT IMPCAT ADJACENT PROPERTIES A TO WATERS Q EDGE FROM CUSTOMER ELECTS TO USE . PROPERTY ONE OF THE FOLLOWING LINE 1.HARD WIRED ALARMS ON ALL WINDOWS AND DOORS POOL EQUIPMENT LEADING TO POOL AREA I 2.CHILDPROOF FENCE -- I 3.POOL COVER --_ j 1 4.OTHER APPROVED METHOD //- J8'-' CUSTOMER INITIALS: 1 I TOTAL LOT; 11095 SQ FT HOUSE: 2536 SQ FT j DRIVEWAY: 1200 SQ FT ,I I ' PORCH WALKWAY: TY DE Y EI.OPM ►�` COWAN TOTAL LOT: EXISTING CONCRETE: 141 SQ FT App P ! Q v IED 11,095 SQ FT TOTAL IMPERVIOUS: 3877 SQ FT r+ (APPROX 34.94%) PROPOSED DECK: 228 SQ FT c TO DECK EDGE PROPOSED IMPERVIOUS. 4105 SQ FT 1 cV FROM PROPERTY (APPROX 37.0%) I LINE • )TO DECK EDGE i FROM POOL AREA: 210 SQ FT j PROLINEPERTY M NEW DECK ..- POOL PERIMETER: 68 LN FT f�-5'6" POOL TURNOVER: �� 11' 11 i 4,695 gal @ 35gmp=2.24 hrs 1m 1m IC° IV) i I I POOL 210 SQ FT - RESIDENCE N 2536 SQ FT I i 8 GAUGE COPPER GROUND I SPA WIRESECURD AT STEEL MAT OF i 38 SQ ••• •\1 AND POOL EQUIPMENT AS FT Y REQUIRED BY CODE 1 ' 5'---- TO WATERS EDGE FROM STORM WATER AND RUN-OFF FROM I Ci x r RESIDENCE SWIMMING POOL AND DECK WILL NOT IMPACT ADJACENT PROPERTIES NOTE: 1 NEW DECK (P 'g C PeG+'s "tore kECK T 228 SQ FT CUSTOMER ELECTS TO USE til SCO RCEI ONE OF THE FOLLOWING 1 SC N f� d WORJK t I EN SURE N TO DECK EDGE �1F(5 1.HARD WIRED ALARMS ON ALL I W H FROM �� PRO WINDOWS AND DOORS / LINEETY POOL EQUIPMENT LEADING TO POOL AREA S( r V rid h y ICKET ' p ❑ 2.CHILDPROOF FENCE WOOD DECK TO BE 3.POOL COVER �� �� REMOVED TO FIT WITHIN 4.OTHER APPROVED METHOD DRAINAGE EASEMENT CUSTOMER INITIALS: RI C? X REVISION: B al DATE: NEW RESIDENTIAL POOL 03/14/2019 DESIGNER: PHILIP CLIENT: MOZO, JULIE ADDRESS: 1971 MIPAULA CT CONTACT: (904)226-1526 FLORIDA LUXURY POOLS ATLANTIC BEACH, FL CPC 1458999 32233 SCALE: 1/8"=1' 74 Levy Rd,Atlantic Beach FL 32233 TOTAL LOT' 11095 SOFT TOTAL LOT: HOUSE: 2536 SQ FT 11,095 SQ FT DRIVEWAY: 1200 SQ FT OFFICE COPY PORCH&WALKWAY: EXISTING CONCRETE: 141 SQ FT TOTAL IMPERVIOUS' 3877 SQ FT STEP (APPROX 34.94%) STEP TO WATERS STEP PROPOSED DECK: 256 SQ FT EDGE FROM PROPERTY STEP PROPOSED IMPERVIOUS' 4133 SQ FT LINE STEP STEP (APPROX 37.25%) MN NEW DECK 256 SQ FT POOL AREA: 211 SQ FT POOL PERIMETER: 66 LN FT !--5' 5"--- -' ;TO WATERS POOL TURNOVER: :EDGE FROM 5'DEEP 4,030 gal @ 35gmp=1.71 hrs I PROPERTY LINE 13' ;o� POOL U - 211 SQ FT m RESIDENCE N STEP 3'DEEP STEP 2536 SQ FT STEP - \ SPA 36 SQ _ SUNSHELF 8 GAGUE COPPER GROUND FT co 10"DEEP WIRESECURD AT STEEL MAT OF SHELL AND POOL EQUIPMENT AS 6' • REQUIRED BY CODE ` -- ' --- 5' -- " TO WATERS EDGE FROM STORM WATER AND RUN-OFF FROM piNEW DECK RESIDENCE SWIMMING POOL AND DECK WILL NOT IMPCAT ADJACENT PROPERTIES . TO WATERS O EDGE FROM CUSTOMER ELECTS TO USE . PROPERTY ONE OF THE FOLLOWING - LINE a 1.HARD WIRED ALARMS ON ALL / NO WINDOWS AND DOORS POOL EQUIPMENT LEADING TO POOL AREA ( s — 2.CHILDPROOF FENCE r 3.POOL COVER nQi 4i! 4.OTHER APPROVED METHOD CUSTOMER INITIALS: • II [WI II • v m 0 X 9 1 REVISION: AAI NEW RESIDENTIAL POOL e DATE: 02/25/2019 ; hr,wt��ce CLIENT: , J t DESIGNER: PHILIP ADDRESS: 1971 MIPAULA CT CONTACT: (904)226-1526 FLORIDA LUXURY POOLS ATLANTIC BEACH, FL CPC 1458999 32233 SCALE: 1/8"=1' 74 Levy Rd,Atlantic Beach FL 32233 OFFICE COPY . T.-to The Association of • ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: KIGHT,MICHAEL CONTRACTOR NAME: Florida Luxury Pools AND ADDRESS 1971 MIPAULA CT 74 Levy Road, ATLANTIC BEACH,FL 32233 AND ADDRESS: Atlantic Beach,FL 32250 OWNER: MICHAEL KIGHT CONTRACTOR PHONE: 904.226.1526 DATE: 2/25/2019 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 4030 GALLONS a.Gallons:_9,432_;or b.Calculated Gallons: (surface area)X (average depth)X 7.48(gal/ft^3)_ 2.§5.2.1:Calculated maximum filtration flow rate 2 I 123 GPM (Pool volume a-360 or 35gpm whichever is larger) 3.§5.2.2:Auxiliary Pool Load: Yes,_X_No? 3 I 35 GPM (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not odd auxiliary pool load flow rates together, only the highest is used). 4.Calculated maximum flow rate 4 123 GPM (Item 2 Or item 3,whichever is larger.) 5.§5.5.1:Pipe sizing: a.Minimum suction pipe diameter 5a I 3 INCHES (Enter the smallest pipe size from Table I with a 6 fps flow capacity the some or more than item 4.) b.Minimum suction branch pipe diameter sb I 4 INCHES (Calculate:item 4._35_(gpm)a Branch Pipes_2_(quantity)=branch flow rate 7 Z(gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculate suction branch flow rate.) c.Minimum return pipe diameter 5c I 3 INCHES (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.1 d.Minimum return branch pipe diameter L 5d I 4 INCHES (Calculate:Item 4 a(gpm)—Branch Pipes_/_(quantity)—branch flux•rate 35(gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow 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 I tS200 Cartridge b.Minimum filter area 6b I 93 SCUT (Calculate:item 4. 35(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 I N/A INCHES (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: 45.3.2.1:Pools 17,000 gallons or less,select pump•from the database with a Curve--A gpm flow equal to item 2 or less. §5.3.2.2:Pools 17,001 gallons or more,select pump'from the database with a Curve--C gpm flow equal to item 2 or less.'Multi- speed pumps must have one speed listed that satisfies this requirement. a.Pump model 8a EQK750 b.Pump flow 8b 8S GPM 05.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 4/5/2012 ANSI/APSP/ICC--1S Standard Writing Committee Form 1 of 2 OFFICE COPY 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 C 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi---speed C 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 C 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. C 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 C built-up connections,or dedicated pipe to and from the pool. 5.5.6 Directional inlets for mixing pool water. C 4/5/2012 ANSI/APSP/ICC..15 Standard Writing Committee Form 2 of 2 OFFICE COPY ANSI/APSP-7 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is 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: 4,030 (Vol In gal.calculated in CAD) 2.Determine preferred Turnover Time in hours: 6 60(min./hr.) = 360 (Hours) (Turnover in Min.) 3.Determine Max Flow Rate: 4,030 / 360 = 11 + 0 = 35 (Vol in gal.) (Turnover in Mins.) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) 4.Spa Je 6 12 gpm per jet = 72 flow rate. (minimum 35 per skimmer) (#of Jets) (Jet Flow) (Total Jet Flow Rate) (For single pump pool/spa combo, use higher No. 3 or No. 4 in the following calculations for the pool&spa) Determine Pipe Sizes: Branch Piping to be 2.5 inch to keep velocity @ 6 fps max.at 88 gpm Maximum System Flow Rate. Trunk Piping to be 2.5 inch to keep velocity @ 8 fps max.at 82 gpm Maximum System Flow Rate. Return Piping to be 2 inch to keep velocity @ 10 fps max.at 62 gpm Maximum System Flow Rate. Determine Simplified TDH: 1.Distance from pool to pump in feet: 19 2.Friction loss(in suction pipe)in 2.5 inch pipe per 1ft.@ 82 gpm = 0.1 (from pipe flow/friction loss chart) 3.Friction loss(in return pipe)in 2 inch pipe per 1ft.@ 62 gpm = 0.21 (from pipe flow/friction loss chart) 4 19 * 0.1 = 1.9 (Length of Suct.Pipe) (Ft of head/I ft of pipe.) (TDH Surf.Pipe) 5 19 * 0.21 = 3.99 (Length of Pressure Pipe) (Ft of head/1ft of pipe.) (TDH Return Pipe) TDH in piping: 5.89 Filter loss in TDH(from filter data sheet): 2 Heater loss in TDH(from heater data shee 6 Total all other loss: 6 (Total all other loss includes but is not limited to...Waterfalls.90's.45's,valves,eyeballs,etc...) Total Dynamic Head(TDH): Karl Selected Pump and Main Drain Cover: Pump selection VSPHP270 using pump curve for TDH&System Flow Rate Main Drain Cover I CMP 8"(2.5"Sump Outlet)100+GPM I(System Flow Rate must not exceed approved cover flow rates) 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 3" Suction outlets @ 146 gpm max.flow(see note 2). 3' I� ►I OO 00 © 3 Suction outlets @ gpm max.flow(see note 3). Channel Drainm w/ gp ports(see note 4). OFFICE COPY Total Head In Feet Conversion Chart Inches Mercury(Vacuum Gauge) 0 2 4 6 8 10 12 14 16 18 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3 1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 2 4.6 6.9 9.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 35.5 8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38.8 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1 cz 13 30.0 32.3 34.6 36.8 39.1 41.3 43.6 45.9 48.1 50.4 ..1; 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 co La) 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 Q. 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 a 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 68.9 22 50.8 53.1 55.3 57.8 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.3 73.5 75.8 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1 26 60.1 62.3 64.5 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 80.5 82.7 28 64.7 66.9 69.2 71.5 73.5 76.0 78.2 80.5 82.8 85.0 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92.0 32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 89.7 92.0 94.3 33 76.2 78.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 95.7 96.9 101.2 a OFFICE COP mPs NSF VS PlusHP Variable-Speed Pumps*Eli N cus The VS PlusHP is mid-sized pump designed for higher head applications, I U Intertek such as solar, in-floor, and pool/spa combos. Whether you're replacing t`� __ - existing pumps, such as WhisperFlo®and Super ll'" models or installing - in new construction, the VS PlusHP has the performance and features for the application. Available with or without a user interface. 711 fi ,a rmrs i • Features an Auxiliary Relay that allows for automatic control of = a2111=1, additional equipment like a Polaris® booster pump or a Jandy® — - TruClear'"saltwater chlorinator. VS PlusHP • Large strainer basket for less11=1 additiota w E TRADCELAIM! • High efficiency, permanent magnet, TEFC, variable-speed motor = z E% �` • 2" x 2-1/2" unions for easier installation • Tool-free lid for easy access o YEAREg ��` rts WARRANTY ENERGY STAR • 3-year warranty o.. Part No. Description THP List Price Q VSPHP270JEP VS PlusHP Variable-Speed Pump 2.7 HP $1,773.54 a) w/JEP-R Controller, 230 VAC a� c To Tu VS PlusHP Variable-Speed Pump VSPHP270AUT 2.7 HP $1,725.48 w/o JEP-R Controller, 230 VAC is ID c ETI, "s ePumpt Variable-Speed Pumps* mcn43 rr N [ Intertek • Interfaces with AquaLink® RS, AquaLink PDA,AquaLink Z4, and the 3 as „,.` t JEP-R Pump Controller (Not included). c C, • Largest capacity basket in the industry fully optimizes hydraulic flow - • Energy-saving ECM permanent magnet TEFC motor cn • Extra long motor life and quiet operation al • 600-3450 RPM range ePump • SVRS model utilizes an ANSI®/ASME®A112.19.17 certified Suction r� Vacuum Release System ,_ a •,. • 3-year warranty YEAR ur '; WARRANTY ENERGY STAR • Features an Auxiliary Relay that allows for automatic control of additional equipment like a Polaris booster pump or a Jandy TruClear saltwater chlorinator. a, t s *Jandy Pro Series Part No. Description THP List Price �' variable-speed pumps VSSHP220AUT ePump Variable Speed Pump 2.2 HP $1,839.51 comply with Appliance Efficiency Standards VSSHP270AUT ePump Variable Speed Pump 2.7 HP $1,839.51 (e.g.,CA-Title 20 and JEP2.0SVRS ePump+ SVRS Variable-Speed Pump 2.7 HP $2,334.89 c ANSVAPSP-15)and U qualify for energy Siemens®QPF or OF series GFCI breakers offer 6 milliamp personal protection while meeting 2008 company rebates to current NEC standards for pool pumps. where available. o 0 U- Z `' 2018 Zodiac Pool Systems LLC Product Catalog 11 0 - u Q Technical Information, Pumps 3 in in OFFICE COPY Technical Information 0 ii i Specifications and Dimensions for VS PIusHP (VSPHP270) Pumps Full Rated Pumps Model No. HP* Voltage Watts ' Auxiliary Relay Recommended 1 Carton Overall I Rating Pipe Size Weight Length ' m VSPHP270 2.7 230 VAC 2,250 W 230V/11A RMS I 21 -3" 50 lbs. 30 3/8" 0 When installing pump provide the following: 1)a minimum of 2 ft.of clearance above the pump for removal of -o strainer basket and 2)a minimum of 8"of clearance cm behind the motor for removal of motor. co 31" 9 1/8" _ 13 7/8° D c 0 71.-- ---a ,91 . -- I-I 3 ill1-1.111.11.14111 i .-.f 1 4.• —li co o CD r2 •: / , 141/8 i�__� = im �� 1 /� ._ 8 7/8" -- 1 •j111 co • \ � iii_11 r- ii 111M1111_lele niJ r. h t 9 °I 11 3/8° y Bolt Holes, Front Edge of Union to Center to Center Center of Bolt Holes jVS PIusHP Pump Curves to N 100 CO 90 TL = BO tb u_ c0) 0 70 CO W EU 3450 RPM LL 60 0 w 50 CO _ n U 40 to 2 2600 RPM Z 30 O C J 20 a) H 1730 RPM N O 10 1200 RPM 0 — 0 20 40 60 80 100 120 140 160 7 2n Flow Rate-Gallons Per Minute(GPM) 0 0 20 2018 Zodiac Pool Systems LLC Product Catalog 0 N CAO a 0 Technical Specifications CS Series Filters c_jaridv® Pro Y.eries byZODIAC1 0 I X 141.' r • in"- immompi Ii IIIIII IIIIIIII ii E w 2e ;' k- ` i 1 18V `t 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 ft' 150 ft2 200 ft2 250 ftz 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 6-15 psi 6-15 psi 6-15 psi 6-15 psi 8 i i Pressure 3 Max.Working 50 psi 50 psi 50 psi 50 psi Pressure 6 I ' Design i Design Cartridges Head I I Pressure Required 1 1 1 1 Loss / _ 2 Drop (ft head) d 1 f .f (psi) Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs. � � II I � Height('A') 323/e" 323/e 421/2" 421/2" — 1 2 I 1 1 0 o 0 30 60 90 120 CS150 Flow Rate(gpm) — CS200 — CS250 CS100 www.ZodiacPoolSystems.com ©2011 Zodiac Pool Systems, Inc.SA6259 0611 NOVA' LARGE OUTLET 3AINS OFFICE C ,z - SP? °o �t • 2.5" and 3" Drain Sizes • PVC Body • Color Options for Any Pool Finish For White, Gray, & Black: Sump Body A Color Matches Cover • For Special Colors Order Body then Order Color Lid & Frame Separately • IAPMO Listed VGB Suction: Compliant to ANSI/APSP-16 2011 &CPSC Requirements ;4,: 11 / 11 • LARGE OUTLET DRAINS REF WHITE GRAY BLACK DESCRIPTION BOX QTY A 25513-260-000 25513-261-000 25513-264-000 2.5"NOVA MAIN DRAIN 12 A 25513-400-000 25513-401-000 25513-404-000 3"NOVA MAIN DRAIN 12 B 25516-260-000 — — 2.5"NOVA DRAIN&ADJUSTABLE EXTENSION — B 25516-400-000 — — 3'NOVA DRAIN&ADJUSTABLE EXTENSION - - 25516-250-010 — — 2.5"ADJUSTABLE COLLAR BODY ONLY - - 25516-300-010 — — 3"ADJUSTABLE COLLAR BODY ONLY 8 C 25620-250-000 — — HYDROSTATIC VALVE,2-1/2'x3" — NOVA LIb* I • IOU tABLE I i ` eOLLAR REF WHITE GRAY BLACK DARK GRAY TAN DARK BLUE LIGHT BLUE BOX QTY — 125516-500-100 I 25516-501-100 125516-504-100 125516-507-100 125516-509-100 125516-569-100 25516-559-100 I 50 MOTE: THE COVER MAY BE CALLED A "LID"OR A "GRATE."THE RING MAY BE CALLED A "FRAME"OR"COLLAR" 132 P. yy \OVAT"' GU_ KITE MAIN DRAINS TECHNICAL GUIDE OFFICE COPY = jv • For Multiple Drain Use Only HEAD LOSS m , t • Seven Year Life on Cover (Pa x 103) Results may vary,reference data only Gl • PVC Body ao 0 i• IAPMO Listed • Floor or Wall Installation 20 • 14.57 inz Open Area -- • 68 GPM at 1.5FPS < tp • IAPMO Listed Max Flow Rates Below C) 0 FLOW(GPM) 70 100 130 160 Z 0 D GUNITE NOVA MAIN DRAINS LARGE OUTLET DRAINS D MAX FLOW OPEN MAX FLOW MAX FLOW Z PLUMBING MAX FLOW WALL DRAIN SIZE FLOOR AREA FLOOR WALL 0 s 1.5"PIPE 140 GPM 118 GPM 3"DRAIN 13.4in2 150 GPM 118 GPM D 2"PIPE 150 GPM 118 GPM 2.5"DRAIN 13.4in2 150 GPM 118 GPM — REPLACEMENT PARTS ON PAGE 219 REPLACEMENT PARTS ON PAGE zig C/1 '- r} £i 8.5, 4110111.1111.11.1.1111111111111___ \ 0.9r ;, daro (�I i �/7 Fil i 'Il—1�I A �1 I \��N 1 „ i �"� I i 1 I - 4.9" �, l W 3.75" z5" I 4.2" 1111,..____C-1—T-7 10.1" _ I ' L 3" —.I Win.' 80" 3k �� •Ij ►' rialili .018" 11., 111111111111111111111111111, — \M 1111" • IIFIIIII= 8.5" -4, 3.3" 111 II III La......'• • 800.733.9060 E WWW.C-M-P.COM , 133 Heaters R_ OFFICE COPY = Jandy® Pro Series JXi " Heater : ;,►. The JXi heater sets the standard in pool and spa heating technology a) rf r--, with its ultra-compact size, lightweight design, and installation flexibility, 'A making it a top choice for pool professionals and pool owners everywhere. Ft:' The high-efficiency, low-NOx JXi is available in three BTU sizes, 200K, v_ F• -IIIp 260K, 399K, and offered in both natural and propane gas models. ra '` 'e. "� } • Ultra-compact, 2'x2' footprint for small space requirements and = maximum installation flexibility* • Lightweight design, weighs less than 126 pounds unpackaged, for easy u) JXi Heater maneuverability and transport a) E I m Aii TRADE SERIES • Best retrofit option, no plumbing adjustments required for quick and easy a. replacement of Mastertemp® and Max-E-Therm® heaters • 84% thermal efficiency rating and low-NOx design surpasses DOE s ``s ` energy-efficiency requirements**t ? • JXi heaters are all Trade Series Exclusive Q Part No. Description List Price Digital Controller JXI200N Jandy Pro Series JXi Pool Heater 200 Natural $2,966.94 a_ JXI200P Jandy Pro Series JXi Pool Heater 200 Propane $2,966.94 ci, JXI260N Jandy Pro Series JXi Pool Heater 260 Natural $3,043.90 JX1260P Jandy Pro Series JXi Pool Heater 260 Propane $3,043.90 t JXI400N Jandy Pro Series JXi Pool Heater 400 Natural $3,825.72 �, N °z' ? JXI400P Jandy Pro Series JXi Pool Heater 400 Propane $3,825.72 2 cs JXI400NN Jandy Pro Series JXi Pool Heater 400 Natural CuNi $4,255.20 v7 I JXI400PN Jandy Pro Series JXi Pool Heater 400 Propane CuNi $4,255.20 ` `" F VersaFlo- Integrated Bypass technology for JXi available installed from the factory (select model) or as an easy retrofit to any JXi on site. > • Offers up to 20 percent additional energy savings** ;4 •.Automation actuation of flow bypass valve is based on call for heat ® • Header integration means no external plumbing modifications are needed 76 T Part No. Description List Price ;' -OFESSIONAL Jandy Pro Series JXi Pool Heater 400 Natural ,a•TALLATION JXI400NK with VersaFlo $4,108.26 m QUIRED JXIVFKIT VersaFlo Bypass Accessory Kit $241.87 .y heaters ;= t be installed VersaFlo Ordering Information: Part Number JXi400NK is a 400K BTU heater ':-. serviced by a with VersaFlo factory-installed. To add VersaFlo to other JXi models in the essional and field please order JXIVFKIT. Please note, JXi serial numbers beginning with G a) : - sed pool/spa and earlier will also need part number R0719500 (power interface board) and a nician. Improper R0719400 (electronic flue sensor). 0 allation and/ -;.operation will "Refer to JXi Manual for proper heater clearances that may apply. a the warranty. "versus a similar system without VersaFlo. owner's/user's Please see page"ENERGY GUIDE LABELS"on page 103 for energy guide label. o ual. t 84%Thermal Efficiency applies to 260K and 400K BTU Models with Copper Heat Exchangers, LL" 200K BTU and all models with Cupronickel heat exchangers are 83%. c .-t,_!'8 Zodiac Pool Systems LLC Product Catalog 93 r- o U, U, N U Technical Information, Heaters OFFICE COPY -r, HEATER MODEL NUMBERS JXi" Model Size Fuel Type Heat Exchanger and Headers Altitude Ratings I JXi 200 N = Natural Gas Blank = Copper Heat Exchanger; JXi heaters are CSA certified } D 260 P = Propane Gas Polymer Header for elevations of up to 4,500 ft. 400 N =Cupronickel Heat Exchanger, (1,372 m.) above sea level. BTU Polymer Header output is reduced about 4% per 1000 ft. (305 m) over 4,500 ft. c _ K=Copper Heat Exchanger, (1,372 m.). In general, efficiency 3v Polymer Header with at high elevations is equal to or En VersaFlo`" Factory Installed better than at sea level. 1 Hi-E2® D Model Size [Fuel Type f Heat Exchanger and Headers Altitude Ratings 0 m EHE 350 N = Natural Gas B =Copper Heat Exchanger; Hi-E2 heaters do not require o' P = Propane Gas Bronze Header modification to operate at high C =Copper Heat Exchanger; elevations. BTU output is reduced Bronze Header (ASME)® about 3% per 1,000 ft. (305 m.) T * above sea level. In general, S = Cupronickel Heat Exchanger; efficiency at high elevation is ::i Bronze Header (ASME) equal to or better than at sea level. LXi" = g Model Size Fuel Type _ Heat Exchanger and Headers _ Altitude Ratings rn m LXi 250 N = Natural Gas Blank=Copper Heat Exchanger; LXi Models can be installed at all N 400 P= Propane Gas Polymer Header elevations, but may require minor N = Cupronickel Heat adjustments to operate correctly Exchanger; Polymer at high elevations. See heater v Header installation manual for instructions. C =Copper Heat Exchanger; Bronze Header (ASME) S = Cupronickel Heat mExchanger; Bronze m m Header (ASME) Legacy'" Models E and M Model 1 Size Ignition Fuel Type Heat Exchanger and Headers Altitude Ratings to LRZ 125 E = N = Blank=Copper Heat Exchanger; Blank=0 (sea level)—3,000 ft. 175 Electronic Natural Polymer Header (Natural Gas) co 250 M = Gas N =Cupronickel Heat 0 (sea level) —3,000 ft. 325 Millivolt P= Exchanger; Polymer (Propane Gas) • 400 Propane Header H = 3,000—6,000 ft. . co 1 (Natural Gas Only) •m 0 0 n 102 2018 Zodiac Pool Systems LLC Product Catalog CDC 0 Technical Information, Heaters E Q u�- r ivy C 0 r ENERGY GUIDE LABELS f ;'. JXi'" 84% Hi-E2® JXI400NK,JXI400N,JXI400P,JXI260N and JXI260P �, 5. ill _ m EMERG GUIDE U.S.glonvoss•EMERG GUIDE peel N.Mr Zodiac Pea System nm pay„aasr zndl,c Pool anama,kw. NAU ALGAS ma. no NMUULGAS auex Y F2 �f.. `00 350 Y Cr) Q 5' aa)) E I d Thermal Efficiency Thermal Efficiency { 84.0 95.0 c a v, 1 i'', 1........y 929 9511 920 95.0 O Last F9arrt Mod ERtla. Most EOrYN I Madam,Rance cg Ungar LW. Mon..,Rang.of Sala Lk.* •E'.•ncy rano rased ole,on meets foetal by bual Gra •El+d•ry woe baud Oray co cot 1.RskC cy natural pas rn •For moo IrS��YS.�rt.rrwlt9oe'•nacy. ••Fa may 1. W.w..LeawCm.fgy • I � I J a t} F2 m _. ate+ r9 rA'. r: JX183% L.Xi' JXi400NN,JXI400PN,JXI200N and JXI200P - U.S.tea.. _.,n...,. s �m.-.a a) - EMERG GUIDE EI'IEt GUIDE I Pool Molar Zo V•eliyI .m Pool Hine, ZO6ac PON cy�..me NATURAL GAS Medd 151 NATURAL GAS .moll LXI {00 250-400 � _ U) 2.• 7 > a) I. Thermal Efficiency Thermal Efficiency u ;=' r 83.0 82.0 4j f: 11-4 , 4 l I r • • . 1 • t 900 820 95.0 95.0 s :. l Efficiency tease.Straw Yodels Mla.y Rags at Sag*uee•ta 1 Vin •E...ny'WV*bezel Oof On�bag.,Or navL 9Y •suer,RA mNOiey anmm44�aatygea:'Y V• •Fo ovitanSm.viya wwrl=¢T4rti/- •Fog cans ritcffarbas,vo4tr..�pdnergy. (1) L 1 I 9 a) U S LL 2018 Zodiac Pool Systems LLC Product Catalog 103 • `0a 0 a) U U Q BORDER FIELD BRICK PAVER MUD SET • SAND EXTEND IN ► SOIL • fV 1 #5 REBAR 1. . . . 12 • " 1 T 12" X 12" FOOTING DETAIL C7 NOT TO SCALE o I OFFICE COPYlip _11 FLOW THRU SPA SKIMMER REQUIRED ; ! NO SKIMMER FOR SPA WITH I-- TYPICAL GR.FOR I/3 INDEPENDENTION /II* SKIMMER REBAR,2'OITT WITH FILTRATION SYSTEM NBCUTOPUOP ) 0i"PITCLDECKW/ 11111";I)"PITCH IN 10' / /OPTIONAL 12V LIGHTRAIL OPTIONAL W/IRANS.3'"BRASSOR PVC(SEE NOTES) NO LIMITATIONS TO SHAPE EXCEPT FOR ir DIVING STEPS OPTIONAL • >MAIN DRAIN REQUIRE ENTRY REQUIRED CIRCULATION (TAMPER PROOF/SEE NOTES) SWIM-OUT OR LADDER (SEE NOTES) LINE REQUIRED(OR/t/8 CU) >LIGHTING&BONDING SAME AS ;Q WHEREEETErr POOL 5'DEEPEP(SEENOTES) >NO LIMITATIONS ON SHAPE RAIL OPTIONAL GENERAL SPA PLAN GENERAL POOL PLAN N.T.S. N.T.S. 2'-9"Min.EXCEPT FOR SEE NSP[5 RE: SLOPING ENTRIES.4.-0"Max.^ HANDHOLDS L I# WATER--+ ` r LINE EXCEPTION;ROPE AND FLOATS INSTALLED IF,_ 4. 8^Max. LESS THAN 4'•6" Radius —7 Max. �`----// ll( 11.0°Max. ( 3 Max. SAMPLE ONLY.EACH AP t I-_ BE BASED ON A T07 8'Min,TO SLOPE CHANGE Determine System Flow Rate: Minimum Flow Rate Required:35gpm per skimmer(Required:1 Skil POOL SECTION DETAIL Pool Volume: sq.fl x ave depth x 7.481 gal/cf=_ N.T.S. Turnover Time in Hours: 6 hours x 60 min/hr= minut Flow Rate: gallons/ minutes = gpm SH2836,6-20-07 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS,THE USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF 08 AWG.BARE SOLID PIPE SIZING CHART(MAXIMUM), COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW PIPE SUCTION PRESSURE SUBGRADE,AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR l SPA,IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE IX" 35 GPM 65 GPM ..-- WITH a,680.26(c)OF THE NATIONAL ELECTRICAL CODE. 2" 60 105 ��J - 2Fi 90 147 9 3" 135 230 PAVERS OR 4" 235 396 FOOTING 4"DECK 2,500 DECK FINISH OPTIONAL psi(Min.)CONC. PER PER CONTRACT FOR POOLS WITH VOLUME-i 5,000 GALS. W/FIBER MESH (NON-SLIP) PUMP:STARITEP6E6DLORHAYWARDSUPERII )i HP 42 GPM 60'TURN 10.— .. ....d. TURNOVER RATE-6 HOURS.+.360 MINS. N_ Z FILTER:STARITE PTM 50,50 GPM OR 8" POOL FINISH HAYWARD C751,75 OPM CAPACITY , y IL PER CONTRACT MAIN DRAIN:HAYWARD W61048E f a- Iral 12"X 12"FOOTING BEAM&"7"BAR CLEANER:HAYWARD VAC LOC I s ; 12" W/(2)#3 BARS OPTIONAL OR 1 #5 BAR FINISH g,'� � 6 MARCITE OR I EXPOSED MAIN SUCTION PIPE SIZE 6"Min.WALL&FLOOR THICKNESS.3,500 psi(MIN.)CONC.#3 BARS ON AGGREGATE 12"CENTERS EITHER WAY,TIE ALT.INTERSECTIONS 15"MIN.OVERLAP. • I 1 2"MIN.COVERAGE ON STEEL W/CONC.TO ASTM A15,A16.ASTM A30-5 SKIMMER SUCTION PIPE SIZE 1 Structural subject to suitable soil conditions. CLEANER VAC PIPE SIZE _ , ��i)`al :::•.•:•:•:- —EI POOL/SPA, DECK, BEAM, WALLS FLOOR RETU1U4SUCTION PIPE SIZE _ i -I` u N.T.S. FLORIDA BUILDING CODE R4501 SPECIAL SPA REQUIREMENTS: Cr) THE POOL CONTRACTOR IS RESPONSIBLE FOR -MAXIMUM WATER DEPTH 4',MAXIMUM SEAT DEPTH �-i . FURNISHING ALL DETAIL DESIGN REQUIREMENTS 28",MAX btr FOR.EACH INDIVIDUAL POOL IN ACCORDANCE WITH -FLOOR SLOPE 1:12 i-•I THE FLORIDA BUILDING CODE,AND ALL -STEPS:MIN.TREAD 10"X 12",7"MIN.RISER,12"MAX. O CONSTRUCTION SHALL MEET ALL APPLICABLE RISER EXCEPT THE BOTTOM STEP MAY BE 14"IF IT IS ;--I :1J V Q CODES INCLUDING PLUMBING,ELECTRICAL AND THE SEAT.INTERMEDIATE TREADS AND RISERS TO 1y as r., 21 GAS. PIPING SHALL BE SCH.40 PVC,NSFpw,MAX BE UNIFORM.IF THE SPA IS OPERATED a IQLs)W PRESSURE VELOCITY 10 FPS,SUCTION 6 FPS. INTERMITTENTLY IT SHALL HAVE A ONE HOUR P. THE POOL PLAN SHALL SHOW THE DESIGN TURNOVER,IF CONTINUOUS A SIX HOUR TURNOVER. PLUMBING AS PER THE SAMPLE WITH THE -MAXIMUM TEMPERATURE 104 DEGREES. .5,o 0 91 6 INFORMATION REQUIRED SHOWN. MAIN DRAIN -MEET ANSI/NSPI ARTICLE XVII,SAFETY PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' INSTRUCTION/SAFETY SIGNS. T WITH APPROVED ANSI/ASME A112.19.8.2009 COVERS. AS -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR W '00 • E i AN ALTERNATE THE APPROVED DRAINS MAY BE MEET LOCAL CODE IF GREATER. 4 PLACED ON DIFFERENT PLANES.THE TWO DRAINS qI 5i SHALL HAVE A COMMON SUCTION LINE SUCTION r---1 � , 0 8 GRATES MAY BE USED IF APPROVED AT A MAXIMUM GENERAL DESIGN REQUIREMENTS °I 4 'fl . a 4 Al OF 1 S4 FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE -DESIGN,CONSTRUCTION AND WORKMANSHIP O 44 cB o SUCTION PIPE SIZE.SKIMMERS DO NOT REQUIRE SHALL BE IN CONFORMITY WITH THE V V cco PROTECTION AND REQUIREMENTS OF APSP/ICC 3,APSP/ICC 4,APSPIICC 5, MUST BB DESIGNED FOR A MINIMUM 25 Bpm. AND APSP/ICC 6 AND APSP/ICC 7 BASED ON THE THE FOLLOWING SHALL BE LABELED WITH POOL TYPE. r � LABEL MARKER TAPE AT THE FILTER LOCATION: -SEE NSPI FOR DIVING WATER ENVELOPES. V PIPES,VALVES,PUMP(S)OFF SWITCH. -SLIDES SHALL MEET THE MANUFACTURES r � INSTALLATION REQUIREMENTS. `J -ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE ELECTRICAL REQUIREMENTS: PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24 INCHES(610 MM).IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 -WIRING AND BONDING AND ALL ELECTRICAL TO - FEET(1524 MM)THERE SHALL BE LADDERS,STAIRS OR 0 COMPLY WITH CHAPTER 42,FLORIDA BUILDING CODE UNDERWATER BENCHES/SWIM-OUTS IN THE DEEP END. 0 6Th EDITION-RESIDENTIAL AND NEC 2014. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE -NO OUTLET OR OVERHEAD POWER WITHIN 10'IF USED,BENCHES OR SWIM-OUTS SHALL BE RECESSED OR WITHIN 15'PROTECT BY OFT,TRANSFORMER MIN.10' LOCATED IN A CORNER. FROM POOL,8"ABOVE WATER,J BOX 4'FROM POOL, -CIRCULATION SYSTEMS,COMPONENTS AND '� BRASS TO J BOX OR TRANSFORMER WHICH EVER IS EQUIPMENT SHALL COMPLY WITH NSF 50. •`� FIRST EXCEPT WHERE PVC IS APPROVED. -THE MAXIMUM TURNOVER RATE IS 12 HOURS. /1 -FILTERS SHALL HAVE AN AIR RELEASE AND CIJI�1 PRESSURE GAGE. IV fri -PUMPS 3 HP AND LESS SHALL MEET ANSUUL1081 VI CORROSION RESISTANT WITH STRAINER AND MEET 0 THE REQUIRED FLOW. ATION FOR PERMIT SHALL -SURFACE SKIMMERS SHALL MEET NSF 50 AND pti O 1YNAMIC HEAD OF 60 ft. THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. -APPROVED MANUFACUTRED INLET FITTNGS FORME per 800 sf) RETURN OF RECIRCULATED POOL WATER SHALL BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 gallons SQUARE FEET(28 m2)OF SURFACE AREA.SUCH INLET n,i FITTINGS SHALL BE DESIGNED AND CONSTRUCTED TO .. INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE AND SHALL INCORPORATE A CONVENIENT MEANS OF SEALING FOR PRESSURE TESTING OF THE POOL T--------------1 CIRCULATION PIPING.WHEN MORE THAN ONE INLET IS tij ��I REQUIRED,THE SHORTEST DISTANCE BETWEEN ANY TWO LI: REQUIRED INLETS SHALL BE AT LEAST 10 FEET(3048 MM). osD •MAIN DRAINS AS OF 12.19-08 -HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR ANSI/ASME A112.19.8-2007 UL 559. -DISINFECTANT EQUIPMENT SHALL COMPLY WITH E '-'L NSF 50. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR 11 �� 1 �� ' La POOL MEET LOCAL CODE IF GREATER. .14 l i '1; -RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO . �'w,���l.' ., MIN.GRATE OPEN AREA-FLAW/17,B MEET SECTONS 454.2.17 1.$•pr ., -.1 FOR VELOCITY 6/SEC WASTE DISPOSAL TO COMPLY WITH SECTION 454 210 " �:' •„l; 4 ;m CLEANER IT HAS BEEN CERTIFIED THAT THESE DESIGN *,!)115 a� f 1��ti1` 1 " 'r LINE REQUIREMENTS ARE IN COMPLIANCE WITH THE 2 ; ,a FLORIDA BUILDING CODE R4501,6TH EDITON 454.2-2017, :' * , * ' I I ANSUAPSP/ICC 3, • 'ti ;.),,1'. .-' i s ,.. � `� ls ANSllAPSP/ICC 4,ANSI/APSP/ICC 5,AND ANSUAPSP/ICC 6 AND Da , �UII.,,;sr� ..'"*.**,•1 _____ J ANSI/APSP/ICC 7,ANSI/APSP/ICC 14,ANSI/APSP/ICC 15. • DrAint -1.y-t,(4',4`1:14:11 ' �'!..IMI' v FLORIDA LUXURY POOLS ENT RESIDENCE IN MAP SHOWING BOUNDARY SURVEY OF A,„ ..... . .i THE.. .. RHEN' . , CERTIFIED TO: OFFICE COP MICHAEL D. RIGHT .Jk. Y :.)UiTY PRIME MORTc.AGE 'SAGA ' $.„:. -I MIPAULA ,COURT N 03'44'47” WW 6.79' (CHORD) 14 07'32'49"Mc ASURED) (MEASURED) 84.89' ( 57.a1"W v ' cn. y ' , pn1 i t1.3 ". V m Elbe&'& e s y 7'0 7106 C) DRIVEWAY W 1p f 1200 SQ FT 0 `IW/ U1 cr o W N m Q TOTAL LOT: Ui '11,095 SQ FT M V' a) N N cv tn tri A F3, PORCH m i.T 141 SQ FT Feru;-e ,x --.13 -- g ONE STOW,' W t11irt 2536 SO FE TED #E 1971 rRESIDENC _" .._ to NEW DECK co c0 4 N :1.=---:'-pmEgai MC ' 1. . Ig'"4' 1 F N2521E • S 02'34'20" E 93.02' (MEASURED) LEGEND • 1.M11M. .)• 411 O. Vep4 W 4_11#n'11'4'•law .. 4'.4- ,i1MlY1F`I 614'44.40A/..' • - - $,YM' . •/ __._.C. a M :�I * - - may 1 nompson SURVEYING, Inc 4 w Gang it,.DISTANCE for Y«,) P O N T E VE D R TITLE, L.L.C. I S 1825 Un�ri.w Boulevard Won I II.I iacksonv4re Ronde 12217 _ i 11 _ 'Phone 1904 448-5125 fr 1�aa) y04-448-5178 Afr i n y 01411:1114 II LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS TOTAL LOT- 11095 SQ FT TOTAL LOT: HOUSE: 2536 SQ FT >-- 11,095 SQ FT DRIVEWAY: 1200 SQ FT PORCH&WALKWAY: CD EXISTING CONCRETE: 141 SQ FT OA TOTAL IMPERVIOUS: 3877 SQ FT STEP (APPROX 34.94%) �� STEP TO WATERS STEP PROPOSED DECK: 256 SQ FT o EDGE FROM PROPERTY STEP PROPOSED IMPERVIOUS. 4133 SQ FT O V) LINE STEP STEP (APPROX 37.25%) IIMI NEW DECK 256 SQ FT POOL AREA: 211 SQ FT POOL PERIMETER: 66 LN FT t"5'5" . ;TO WATERS POOL TURNOVER: EDGE FROM 5'DEEP 4,030 gal @ 35gmp=1.71 hrs I PROPERTY ' LINE 13' I POOL U 211 SQ FT W m 0 RESIDENCE (V STEP 3'DEEP STEP 2536 SQ FT STEP ` SPA NSHELF 8 GAGUE COPPER GROUND 36FT 4P S 10"DEEP WIRESECURD AT STEEL MAT OF SHELL AND POOL EQUIPMENT AS 6' ; REQUIRED BY CODE ..- S' ' TO WATERS EDGE FROM STORM WATER AND RUN-OFF FROM JT NEW DECK RESIDENCE SWIMMING POOL AND DECK WILL NOT IMPCAT ADJACENT PROPERTIES A TO WATERS Q EDGE FROM •ki ; I . PROPERTY ONE OF THE FOLLOWING LINE 1.HARD WIRED ALARMS ON ALL e WINDOWS �� VA AND DOORS POOL EQUIPMENT I LEADING TO POOL AREA ? a 2.CHILDPROOF FENCE 4r-4" 3.POOL COVER I 4.OTHER APPROVED METHOD CUSTOMER INITIALS: / I/ 1110111 n REVISION: A AK NEW RESIDENTIAL POOL. DATE: 02/25/2019 41gkT, ►vtilce CLIENT: ,%JULIE DESIGNER: PHILIP — ADDRESS: 1971 MIPAULA CT CONTACT: (904)226-1526 FLORIDA LUXURY POOLS ATLANTIC BEACH, FL 32233 CPC 1458999 SCALE: 1/8°=1' 74 Levy Rd,Atlantic Beach FL 32233 1 CSF NEW DECK 228 SQ FT FINI MA�W_' A BEAM I I" F -L F7,, -r tAffDT-H ------------------- tz TILE 6X6 TILE 2X2 POOL EQUIP10ENT TRAVERTINE TILE X 21'11" WIPA AND WALL OFFICE E COP R Bp# DATE SIGNED, II Zxe 24 zi5 T 392 1594 f- w_lw'kw_7olF7�U`_ 71IT-W u F-?LT�R POOL EQUIPMENT ME NEW DECK '01 DEEP F70- POOL 210 SO FT t DEEP 4" 0) 04 381 -SQ O.L. U-1 9 .25_ "RI___ SER: m 8H RISER 1 CSF NEW DECK 228 SQ FT FINI MA�W_' A BEAM I I" F -L F7,, -r tAffDT-H ------------------- tz TILE 6X6 TILE 2X2 POOL EQUIP10ENT TRAVERTINE TILE X 21'11" WIPA AND WALL OFFICE E COP R Bp# DATE SIGNED, II Zxe 24 zi5 T 392 1594 f- w_lw'kw_7olF7�U`_ 71IT-W u F-?LT�R POOL EQUIPMENT ME WALL SIZE TABLE AND DETAILS 4. FILL ALL MASONRY CELLS SOLID WITH CONCRETE. Q 5. A B REBAR o 6. LAY MASONRY UNITS IN RUNNING BOND, NOT STACK BOND. w 8' WALL 5'-11" #5 AT 6" T WALL 5'-3" 8. #5 AT 10" 6' WALL 4'-6"• PROVIDE #5 VERTICAL IN BLOCK CELL EACH SIDE OF JOINT. #5 AT 15" 5' WALL T-10" #5 AT 24" 4' WALL T-2" #5 AT 36" T WALL 2'-8" #5 AT 36" 2' WALL 1'-4" #5 AT 36" NOTE: ALL CONCRETE 3000 PSI MIN. ALL STEEL ASTM A-615 GRADE 60. PROVIDE KEYS FOR ALL WALLS OVER 4FT. 6" MIN. WALL REBAR 2" CLEAR THROUGH BLOCK (1) #5; GROUT SOLID 6„-IMIN . ----may . I i 2x4 KEY CONT. 31 4” WALL 2" FOOTER Key Detail #5 AT 24" KEY JOINT PROVIDE ADDITIONAL 12x12 BLOCK UNDER FOOTER FOR ALL WALLS OVER 4' FOOTER NOTE: # 3 BAR ACCEPTABLE 12" ON CENTER CRITERIA: 1. CONCRETE AND GROUT - 3000 PSI MIN. 2. REINFORCED STEEL - ASTM A615 GRADE 60. 3. PROVIDE HORIZONTAL JOINT REINFORCEMENT., 8 GAUGE ii .MIN. 3000 PSI CONCRETE FILL u 8"x8"x16"BLOCK 0 OFFICE COPY BLOCK DETAIL (WALLS OVER 4') REVISION RETAINING WALL BP# Pocll9'0010 SCALE: Not to scale DATE_ /13 /cW SIGNED COMPLIES WITH FLORIDA BUILDING CODE 2017 6TH EDITION w w a a K .J oW �rl ON mN 00 a" of am Q U_ N � V Q M o" LLJ -0M C V N 7 (1 ) C OO Z Q o = a 6 v 97-1,-w>j:z- oO <C�^ O° d o m UI QZa °) oa¢ U0 LL �Lu I Lu U DUR-A-WALL OR EQUAL; 16" ON CENTER VERTICAL. C� 4. FILL ALL MASONRY CELLS SOLID WITH CONCRETE. Q 5. LAY MASONRY IN A FULL BED OF MORTAR WITH FLUSH JOINTS; Q DO NOT STRIKE. o 6. LAY MASONRY UNITS IN RUNNING BOND, NOT STACK BOND. w 7. MASONRY UNITS TO BE 8" x 16", STANDARD LOAD BEARING, STANDARD WEIGHT, ASTM C-90. i Z 8. PROVIDE 8" EXPANSION JOINT, APPROXIMATELY 63' O.C.; PROVIDE #5 VERTICAL IN BLOCK CELL EACH SIDE OF JOINT. ii .MIN. 3000 PSI CONCRETE FILL u 8"x8"x16"BLOCK 0 OFFICE COPY BLOCK DETAIL (WALLS OVER 4') REVISION RETAINING WALL BP# Pocll9'0010 SCALE: Not to scale DATE_ /13 /cW SIGNED COMPLIES WITH FLORIDA BUILDING CODE 2017 6TH EDITION w w a a K .J oW �rl ON mN 00 a" of am Q U_ N � V Q M o" LLJ -0M C V N 7 (1 ) C OO Z Q o = a 6 v 97-1,-w>j:z- oO <C�^ O° d o m UI QZa °) oa¢ U0 LL �Lu I Lu U