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2139 SEMINOLE RD - POOL COAB Permit Form with Conditions Page 1 of 2 Enter Permit Number POOL18-0037 View Report J . 1 of 2 ®1 4 1000/0 v Find I Next t4,• 6'14 PERMIT NUMBER SWIMMING POOL PERMIT POOL18-0037 r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ISSUED: EXPIRES: � ATLANTIC BEACH,FL 32233 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: I 2139 SEMINOLE RD SWIMMING POOL SWIMMING $31000.00 POOL RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169515 0500 SECTION LAND COMPANY: ADDRESS: CITY: STATE: ZIP: Florida Luxury Pools, Inc. 74 Levy Road Atlantic Beach FL 32233 OWNER: ADDRESS: CITY: STATE: ZIP: Camille Adams 2139 SEMINOLE RD ATLANTIC BEACH FL 32233-5921 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. 3 I PUBLIC WORKS POOL WELLPOINT I INFORMATIONAL http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 10/5/2018 COAB Permit Form with Conditions Page 2 of 2 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. 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). 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 DECKING REMOVED INFORMATIONAL Notes: All old decking must be removed from job site by Contractor. 1 of 2 Issued Date: http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 10/5/2018 Permit Conditions Page 1 of 2 Enter Permit Number POOL18-0037 View Report iN 1 1 of 1 > ©N lit 100% V Find I Next illi. `i:.:; IA .1, ,* Permit Conditions ''�' City of Atlantic Beach • .,a Permit Number: POOL18-0037 Description: Applied:9/13/2018 Approved:10/4/2018 Site Address:2139 SEMINOLE RD Issued: Finaled: City,State Zip Code:ATLANTIC BEACH,FL 32233 Status:APPROVED Applicant:<NONE> Parent Permit: Owner:Camille Adams Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ REQUIRED „ SATISFY TYPE: STATUS NO ADDED DATE : DATE DATE • DEPARTMENT : CONTACT: REMARKS : 1 9/17/2018 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(904-247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 9/17/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 3 9/17/2018 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. 4 9/17/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. 5 9/17/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: http://atlanticbeach.trakit.net/trakit/DocumentV fewer.aspx?&report=/Documents/PERMIT... 10/5/2018 Permit Conditions Page 2 of 2 Full right-of-way restoration,including sod,is required. 6 9/17/2018 DECKING REMOVED INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All old decking must be removed from job site by Contractor. Printed:Friday,05 October,2018 �a TRAIGT 1 of 1 http://atlanticbeach.trakit.net/trakit/DocumentV f ewer.aspx?&report=/Documents/PERNE T... 1 0/5/201 8 L.:L`i;yCity of Atlantic Beach APPLICATION NUMBER js ,� A Building Department (To be assigned by the Building Department.) 1 800 Seminole Road �3-7 Atlantic Beach, Florida 32233-5445 CC 1 D / Phone(904)247-5826 • Fax(904)247-5845 Q F'0 �? E-mail: building-dept@coab.us Date routed: / /3 / City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 2 131 SC I'm r\c lE" Rcl Department review required Y.es/No (�uildinq� V Applicant: FIn ridQ l_.u)C u.ri 'POOLS Manning &tonin Tree Administrator Project: r1 G� Rh/ Ind rfp OO (blic Works J utlic 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: I 'Approved. enied. ['Not applicable (Circle one.) Comments: : ILDIN PLANNING &ZONING Reviewed by: Date:f/)//?O/r TREE ADMIN. Second Review: KApproved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: /0-q-a01e FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY s'4'R '. Building Permit Application Updated 12/8/17 City of Atlantic Beach ;,.,' 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 -7 Job Address.,_ 1a d - • qty.. _ Permit Number: eooL, g.---Q O3 / Legal Description - -a4 `a _c,► 1) RE# 169 -1s-c..) ----to s` Valuation of Work(Replacement Cost) 3 l�0 Q t�. Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Dem. Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residentia • If an existing structure,is a fire sprinkler system installed?(Circle one : Yes No 43) • 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: y.�S 0...-4A•A C�v,.C(�-r -3 k..,.),• w. vv-%. •�q eCro 1._ Florida Product Approval# for multiple products use product approval form Property Owner Information eftftr!-er NameC.AW\ 1 LI-e_ 1iN&A nn�i MCI Rei I Address:9-13%SC-WI r'nOS e 7 City i( -LFirrt-tLZ.e.2�h State�L , Zip 2. 33 Phone�j'91�;�J�1p-�93r� ( r fly it<A*m) E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company:l=tx,,,LC./ QLS,yhC:.Qualifying Agent: D'AV.A 3_ 1 yv%ei_ Address'(4 te:ft5 �o i CityA-TL_afzc�1 State- ip -39.....A.3 3 Office Phonj 4 -(5�(' Job Site/Contact Number t bt-. \111,-C.177___ 31 -go'-‘, dkr State Certification/Registration#G:.?6.44a Qct,' E-Mail U cac‘G\,..LxvX-czy-roo„s32x>C3 , Architect Name&Phone#.-' Engineer's Name&Phone# Workers Compensation Ll O."(-6/. VAvC\-`,,, L_ =ins . Go , 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 O:TAIN FI A I G Co S T ITH YOUR LENDER OR AN ATTORNEY BEFORE REC• � 41 +'eYE'c OURct10-11C. 9 LICO MENCEMENT. •�y ., . •ry Public-State of Florida 7 • y Comm.Expires Dec 16,2018 dr ;,,(Si tatgrol4d� matiethyAisn, (Signature of Contractor) i n Signed and sworn to(or affirmed)before me this i day of Signed and sworn to(or affirmed)before - this day of A 0. Is" I*. ••• • 0 IN AI.i .L...4. tai S S.k _. 0-1, r • ff(�,\a_ � n IuIur� �.,v1w� �e �— r �-.,� N 1�'A�� " '.tme r';..F'r�1 .1" ;ao*.�iQif,,,7 ��'s►,�� . Florida ;r° -.1, Notary Public-State of Florida '•, ,A% „• My Comm. .fres Dec 16,2018 )QPersonally Known O' ;,,• IT') ', My Comm.Expires Dec 16,2018 iiia .rc Personally Kno "3;' �I�P°; Commis•lon FF 167824 ;, --,- °: Commission #FF 167824 vo,FvQ,'' [ ]Produced Identificati, ,'.,;••OFF,0'° 6ondedthroughNationalNotaryAssn. [ ]Produced Identi catidtYTT"' Bonded through National Notary Assn. Type of Identification: _ _ _, _ _ _ _ _ Type of Identification: „6.0w$70,04. es CITY OF ATLANTIC BEACH . 11 800 Seminole Road Atlantic Beach,Florida 32233 *t'4-iinleill ' REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date D—_- 12 Revision to Issued Permit Corrections to Commentsl' Permit #?ooI.i&-0031. Project Address g.,‘3c:\ s.e_y t v nOLr_ �A • \A---,---\_2;,,-;-,- I 39_23 3 Contractor/Contact Name_, ` kkp y- t....s.,y c/�\e‘,uLV-,��,e L_ I__ f �y Phone 60.4) ZJ f I g O Emaildukr,k_&i,,LX„La.y oc c_i2 -GCS e l Description of Proposed Revision/Corrections: Permit Fee DueCS Jr O. 00 Wz)L... . 2..,‘=-ralTy' IA-L.:A-CUM/ K-2--t_vvc--(2-- Additional Increase in Building Value $ Y‘i A Additional S.F. A- By signing below,I_ ?f\c e`(:)(Jof L1_ affirm the Revision is inclusive of the proposed changes. (printed name) Signatur of g Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Deaartment Review Required: Building /11)r-- ' ' `' anning & Zoning Reviewed By Tree A. - . or ublic Wor Pub is ti ities /0— ‘-/ ' ;N J Public Safety Date Fire Services j f �5, CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD +jATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 9/28/2018 Permit#: POOL18-0037 Site Address: 2139 SEMINOLE RD Review Status: denied RE#: 169515 0500 Applicant: Florida Luxury Pools, Inc. Property Owner: Camille Adams Email: brad@luxurypoolsjax.com Email: Phone: 9042261526 Phone: 5208201938 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments:,-- 1. The second page of the cover page material has a title block area at the bottom left entitle. OMER ELEC O USE ONE OF THE FOLLOWING. The 4 items/options for pool safety requiremen were left blank. There is also not mention of a fence to be installed or whether an existing fence is alread the e. The Building Department needs to know this prior to issuing this pool permit and should be oted so s's the site plans. Please check the appropriate item(s) in the cover page title block. Verify . •s correct the sit- elan if a fence exist or draw on the site plan where fence will be installed. /1‘?" i°-. 4"-°11V Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us k-`nA;ted Revs e k/ o m vsApivTr 9124110/s pii Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which OFFICE COPY lk Florida Luxury Pools, Inc. 74 Levy Road, Atlantic Beach, FL 32233 David Bradley Himel I Owner Florida Luxury Pools, Inc. 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 8/23/2018 Expires 8/31/2020 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 2) R4501.3 Mechanical Requirements Camille Adams &Jennifer Morena 3) R450— Engineering Design, R4501.6.1 Conformance Standards 2139 Seminole Rd 4) FBC — Residential, 6th Edition (2017) Atlantic Beach, Fl 32233 Chapter 42 Swimming Pools (Electrical Provisions) 1.k—tLyf4, City of Atlantic Beach APPLICATION NUMBER (e.)141:-' Building Department (To be assigned by the Building Department.) � `• 800 Seminole Road PQ o L (g - cb3 7 �_, _ , Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 1Jf;t�� i 3 / C E-mail:Email: building-dept@coab.us Date routed: 0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 213°1 SC m t Role 1 ct Department review required Yes No Cit I ninildin Appticant: U r L.U uY TOO Ls Planning &Zo I tack l Tree Administrator Project: k 11 ruv nd fl>00 ( (ublic Works J ublic Utilities Public Safety Fire Services Review fee $ Dept Signature ,liakii 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 by:G�� d '-- Date:9 -�( -( .S TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. TINot 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 S"1'J:,. �s CITY OF ATLANTIC BEACH iv SS' 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date (}-.a,- 1$ Revision to Issued Permit Corrections to Comments Permit#?ooL 18 -0051 Project Address g,,3c:\ S Yn i,IA0LE 'R A . �\\2rCc c GY1, 3 a.a 3 3 Contractor/Contact Names _ ` la k ?C.c.;(,...S,1�ttic:./L Y1.0 c & RLye_L_.(— Phone 604) za_ I (g g Emai Ka'ukc.v-@.[uL x..LAz,Y?ck.-c jz)C-Ca ivel Description of Proposed Revision/Corrections: Permit Fee Due$ .N;IC t_ Sz - y VU..,4►2.IV1/ C�--(.41-C.-e. Additional Increase in Building Value $ 1(1a,/ A Additional S.F. NN, A- ,- By signing below,I ?f�it, ?c2 )C ,_.L affirm the Revision is inclusive of the proposed changes. (printed name) Signatur\a/CA of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments b e /1le -P(' (A L.c i Pa4-e l Depart ent Review Required: ping &Zonin'. Reviewed By Tr-- :rminis rator Public Works' i, _3,1? Public Pu. is 1 I sties Public Safety Date Fire Services �.,,, TREE & VEGETATION AFFIDAVIT AI City of Atlantic Beach ``',j Department of Community Development �� f Planning &Zoning Division ;Jr 800 Seminole Road Atlantic Beach, FL 32233 (P) 904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION XOwner(s) (- Legal Authorized Agent* NAME OF APPLICANT ��fi E'n 6 L L E {�r1 17. n YY1 5t 0 t= 0 Lu Ile_i� vIel,F G,p... �'Y1 r 1=n PrNAME OF COMPANY IA t L,Lia.. D r\S( 1 l0 rn e O W 1,1.el ADDRESS OF COMPANYt=4. i ,` �D �� ' � ' ,� ^lam —+4ct-� __ 3"3 PHONE / CEL6--- ) % -1939 EMAIL CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY I • S- . t ` O 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 9_9_, s Act F . t49, LOT BLOCK SUBDIVISION �i ��e; � ,1` LOT OR PARCEL SIZE: i REAL ESTATE NUMBER - A6_,/ x�h SQ FT f© a ;� 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. Subs-. ently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above esc,;".,-d o .jacent properties in conjunction with this project. SIGNAT rag&r NER SIGNATURE OF OWNER Signed and sworn before me on this I`d y of 4s\`�� +PQM S 12 ,by State of rL County of U Ipk, v___ Identification verified Oath sworn: Yes =�►0 \ I�� r `�;`.- `� `1 """ CHARLES E.POWELL . '17,11_\,• o�"av nye., '�]� �- Notary Public-State of Florida Notary Signature %,� ll'ili Commission#FF 167824 My Commission expires: Bonded through National Notary Assn. ` Broedell, Brian From: Chuck Powell <chuck@luxurypoolsjax.com> Sent: Wednesday, October 03, 2018 8:29 AM To: Broedell, Brian Subject: Re: FW: Pool Permit-2139 Seminole Road Good Morning Brian. This is to confirm that the height of the new fence will be 6' tall with a self latching, self closing gate and a lock that is set at 54". The gate will swing out. This should meet the Building Safety Code. Many Thanks for your help! Regards, Chuck Powell Florida Luxury Pools (904) 222-1188 On Wed, Oct 3, 2018 at 8:11 AM Broedell, Brian <bbroedell@coab.us> wrote: Chuck, I received your voicemail. Please confirm via email that the height of the fence will be 6 feet. Thank you, Brian Broedell Planner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904)247-5822 bbroedell@coab.us C.t-Lvfir, City of Atlantic Beach APPLICATION NUMBER As Building Department eceiv_ (To be assigned by the Building Department.) r I, � 800 Seminole Road .�, �0 O p Ob 2 ^� , . -,- Atlantic Beach, Florida 32233- 5 D 3 Phone(904)247-5826 • Fax( )2 41 4 ,r)i \<____-_,0111s.) E-mail:E-mail: building-dept@coab.0 Date routed: 9 /3 / R City web-site: http://www.coab. APPLICATION REVIEW AND TRACKING FORM Property Address: 2. 13431 S C mi Ro ie. Rd Department review required Yes No 6—,Duildin Applicant: FIOrick. Lu)Cu.ry Tools planning &tonin � Tree Administrator Project: h C� ruv not [ UCI ( qiiblic Work J p ublic 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: pproved. Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING _ Date: r17,Reviewed • /,i// TREE ADMIN. Second Review: ElApproved as revised. Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. I 'Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 -51,AN-r, flECIvE Js CITY OF ATLANTIC BEACH sin;f OCT 02 2018 800 Seminole Road �� Atlantic Beach,Florida 32233 '7---1-01119%'' � BY '`!r1;31 9'' REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date1&._ - 12 Revision to Issued Permit Corrections to Commentst' Permit#?ool 18-03.311 Project Address g,3.:::\ 'F...Hf1 LNAM_ RA . SR--112rThC ecir ) 39..233 Contractor/Contact Name ` k k y (,....S, 0.G-/ L' Y1,tt_c.V C CR oe_1._.1.— Phone 6O 4) Za- I(g O Emaildituc 0.luLX,Luzy ck.0_12)C-CG to Description of Proposed Revision/Corrections: Permit Fee Due $ .\)*c t.- S2-�" y IA-LAN-LW/ S-trn.ce Additional Increase in Building Value $ ‘A/A A Additional S.F. (tz}- By signing below,I c�f�c tp�-Ct_L. affirm the Revision is inclusive of the proposed changes. (printed name) Signatur of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments De i artment Review Required: ____1:( ), �i�� • arming & Zoning Reviewed By gator Public Utilities /g71-'7, Public Safety Date Fire Services Florida Luxury Pools, Inc. 74 Levy Road, Atlantic Beach, FL 32233 David Bradley Himel Owner Florida Luxury Pools, Inc. EIN 81-3602014 Cell: 904-477-9008 Document# P16000069798 Office: 904-226-1526 Email: Brad@LuxuryPoolsJax.com State Certification Pool I Spa Contractor CPC 1458999 Robert Metz I Construction Supervisor Active 8/23/2018 Expires 8/31/2020 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 2) R4501.3 Mechanical Requirements Camille Adams & Jennifer Morena 3) R450— Engineering Design, R4501.6.1 Conformance Standards 2139 Seminole Rd 4) FBC — Residential, 6th Edition (2017) Atlantic Beach, Fl 32233 Chapter 42 Swimming Pools (Electrical Provisions) } � | ` . • o~�f��y�� ‘� ^ & ^��_/�� X_K—X�� POOL!, Florida Luxury Pools, Inc. 74 Levy Road, Atlantic Beach, FL 32233 •• David Bradley Himel I Owner Florida Luxury Pools, Inc. EIN 81-3602014 Cell: 904-477-9008 Document# P16000069798 Office: 904-226-1526 Ennoi|: 8rod@Luxunzoo\eJax.conn State Certification Pool / Spa Contractor CPC 1458999 Active 8/23/2018 | Robert Metz Cunab�oi�n3upan/�or I Expires 8/31/2020 Cell: 904-361-8074 Email: Robert@LuxuryPoolsJax.com Florida Building Codes Pertaining to Underground Pool Construction (All Attached) 1) FBC — Residential 6th Edition (2O17) Chapter 45 Private Swimming Pools Applying on Behalf of.. ' 2) R4501.3 Mechanical Requirements Camille Adams & Jennifer Morena 3) R450 — Engineering Design, R4501.8.1 Conformance Standards 2139 Seminole Rd 4) FBC — Residential, 6th Edition (2017) Atlantic Beach, Fl 32233 Chapter 42 Swimming Pools (Electrical Provisions) ! � | ! | / | --- ------ ----' ------' ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: MORENA,JENNIFER&ADAMS,CAMILLE CONTRACTOR NAME: FLORIDA LUXURY POOLS AND ADDRESS 2139 SEMINOLE ROAD ATLANTIC BEACH FL,32233 AND ADDRESS: ATLANTIC BEACH,FL 32233 OWNER: MORENA,JENNIFER&ADAMS,CAMILLE CONTRACTOR PHONE: 904.226.1526 DATE: 9/12/2018 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. 6584 gallons a.Gallons:_10,556 ;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. 35 gpm (Pool volume-360 or 35gpm whichever is larger) 3.§5.2.2: Auxiliary Pool Load: X Yes, No? 3. 36 gpm (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not add auxiliary pool load flow rates together, only the highest is used). 4. Calculated maximum flow rate 4. 35 gpm (Item 2 Or item 3,whichever is larger) 5. §5.5.1: Pipe sizing: a.Minimum suction pipe diameter 5a. 2.5 inches (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 4) b.Minimum suction branch pipe diameter 5b. 2.5 inches (Calculate:i tern 4._60_(gpm)=Branch Pipes 2(quantity)=branch flow rate_30_(gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c.Minimum return pipe diameter 5c. 2 inches (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.) d.Minimum return branch pipe diameter 5d. 2 inches (Calculate:Item 4 60(gpm).Branch Pipes_2 (quantity)=branch flow rate 30_(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.Cartridge b.Minimum filter area 6b. 94 sq.ft. (Calculate:item 4._60_(gpm)_.filter factor_.375_) Filter factors:Cartridge=0.375,Sand=15,Diatomaceous Earth=2 7. §5.4.2: Backwash valve: Yes,_X_No? 7. NA 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: §5.3.2.1:Pools 17,000 gallons or less,select pump'from the database with a Curve---A gpm flow equal to item 2 or less. §5.3.2.2: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. 8a.Jandy ePump a.Pump model Variable b.Pump flow 8b. 35 gpm (§5.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) @ 32'head 4/5/2012 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 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 X 4.4.1.2 Readily accessible on---off switch mounted outside of the heater X Heaters 4.3.1.3 No electric resistance heating unless for in-ground spa with tight fitting cover with R---6 insulation, X 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 X 5.1.1 Pool filter pump listed in database X 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi---speed X Multi---speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override X capability for servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. N/A 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. X System installed with solar,or setup for the future addition of solar heating equipment by installing 5.5.3 18 inches Of horizontal or vertical pipe after the filter and before a heater,or built-in or X built-up connections,or dedicated pipe to and from the pool. 5.5.6 Directional inlets for mixing pool water. X 4/5/2012 ANSI/APSP/ICC--.15 Standard Writing Committee Form 2 of 2 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: 6,584 (Vol in gal.calculated in CAD) 2.Determine preferred Turnover Timein hours: 6 (translates to 35 gpm minimum) (Hours) 3.Determine Max Flow Rate: 35 based on 32 ft of head 4.Spa Jet 0 X 0 gpm per jet = 0 flow rate. (#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 35 gpm Maximum System Flow Rate. Trunk Piping to be 2 inch to keep velocity @ 8 fps max.at 35 gpm Maximum System Flow Rate. Return Piping to be 2 inch to keep velocity @ 10 fps max.at 35 gpm Maximum System Flow Rate. Determine Simplified TDH: 1.Distance from pool to pump in feet: 14 2.Friction loss(in suction pipe)in 2 inch pipe per 1ft.@ 35 gpm = 0.1 (from pipe flow/friction loss chart) 3.Friction loss(in return pipe)in 2 inch pipe per 1ft.@ 35 gpm = 0.16 (from pipe flow/friction loss chart) 4 14 X 0.1 = 1.4 (Length of Suct.Pipe) (Ft of head/1ft of pipe.) (TDH Suct.Pipe) 5 14 X 0.16 = 2.24 (Length of Pressure Pipe) (Ft of head/1ft of pipe.) (TDH Return Pipe) TDH in piping: 3.64 Filter loss in TDH(from filter data sheet): 10 Heater loss in TDH(from heater data sheet) 7 Total all other loss: 3 (Total all other loss includes but is not limited to...WateAalls,90's,45's,valves,eyeballs,etc...) Total Dynamic Head(TDH): 23.64 Selected Pump and Main Drain Cover: Pump selection Jandy ePump Variable using pump curve for TDH&System Flow Rate Main Drain Cover CMP 8" (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 2.5 Suction outlets @ 183 gpm max.flow(see note 2). :i" 11.,-011 Qo Qo Qo 3 Suction outlets @ gpm max.flow(see note 3). Channel Drain lgpm w/ ports(see note 4). 60/9 LIZ - 0 4321 auoN _-aIDas • . S LO L-SLZ (400 1XDJ 6601-SLZ {Lou) :a31 j LOSZ£ ld 'oPuD110 £OZ alS '-PAIR uDJowaS 'N ZL9 £ 6t # 3d 3'd 'NOS02Md3HS 'H NO02100 . .:.rod uor/D./Jppeds /aod 6utwtlwu1M$ • •• • ui9d. •t - - o � JO sbuunn� �►S wed ;'*,�5.�,�,, ,, a w TA uoq xinfuba w Pin aq 'Iuo ADw PUD 3d ` !3S li uop.o3.3o �taddtd aq} sl. tufo; s1111_ - :.£0'D • Z1L• z70 f • 'KS. -6 .20-0. • ."0 tat .s•OV 1141;3£Lr ',aro _ u. to .i .DL0• tz145 jZ !AV 11,16 un I ".t-co Lu-ab oft. . .f SCO 1206 Sit: 6110 1tf,I. LLL 1 ' SOVwd 99 .j ,57' tnFa3 PUD slntz}unoj %tcod.. 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L9t 9Si- stt rit .6 9'9f I Sit I zZr O.00 1 LIZ I 21 a•Sr STB 211 1069 £9C s1 rex! r& I ra I f'SL , tt tii tit 5 ££-I tai IZZ 66L 9 LZ I V52 1TZ I 01 rct sar s9r rtr_ czr =ssz atz 9 tiz Fa ; s - • IN 995 r-tr alt 19'62 I S•LZ iSL 111'CL L•L¢ 5Bt 9 dwnd }UawaoDldaJ JO Mau ;AD �0 SVC LW far Ca- ca 2 OTZ I LTL +91 1.91 1 L n}1DDOD3 Mold wnW!Xfi1"t -� rx- sir j rsz 4•LzTSZ 6Z1 9-M 6!r 9 SL • t6 [SL I VZZ ow r gl rot.illt 18®® S 'suogninEjo3 pow)D �p ;aagspJD,a uo s�uolg • s•sz rz isz Sic SW r91 o'1 ( srt rt1 1 rs + pannbaJ 111 iiu s31Do raq}o 1,o W JSO.d a_ajd.,o0 O . rez 1 o-sz s2z sae rat 091 Lit I stt 11.6 68 1 r IN) posy olw0udJ 10;03 0SZ'I ca- +az 291 t-11 I t'6 69 Z _ * ; az s t-a1 i sr! sit En rs 1 9-9 1 9-+ t ! r:•-'o„ iii J: illi - }aalls>i.1oM HQLS a,aid�^0 , raj t'a! est 19Tl 1•tt 176 6'9 1 St 17 I 60 I 0 tj'1QL$ pDaU JIwOu OHO .ol 1�+w! 21 1 91 1 .14 1 21 of 1 9 9 3 z 0 ) „ 'b ( , 1 F �.1 s' (a6nD0 utnnOD� 1(1noJaj+1 satpltl '0110 ratio_� '� °iIa uoIa t uo3 aaj u1 poay��° °1.1 dwnd yooa .to_i I f1 t OFFICE cod Y Heaters E 7 TM Jandy® Pro Series JXi" Heater AO � The JXi heater sets the standard in pool and spa heating technology —En with its ultra-compact size, lightweight design, and installation flexibility, making it a top choice for pool professionals and pool owners everywhere. ! ",-t The high-efficiency, low-NOx JXi is available in three BTU sizes, 200K, 260K, 399K, and offered in both natural and propane gas models. • Ultra-compact, 2'x2'footprint for small space requirements and maximum installation flexibility* • Lightweight design, weighs less than 126 pounds unpackaged, for easy JXi Heater maneuverability and transport !!!4.6 E 2 a TRADE SERIES •EXCLUSIVE • Best retrofit option, no plumbing adjustments required for quick and easy replacement of Mastertemp®and Max-E-Therm® heaters • 84%thermal efficiency rating and low-NOx design surpasses DOE 0 i' I energy-efficiency requirements**t co — — NM %� j • JXi heaters are all Trade Series Exclusive a UM Part No. Description List Price Digital Controller JXI200N Jandy Pro Series JXi Pool Heater 200 Natural $2,966.94 iv rn JXI200P Jandy Pro Series JXi Pool Heater 200 Propane $2,966.94 a JX1260N Jandy Pro Series JXi Pool Heater 260 Natural $3,043.90 �.« JX1260P Jandy Pro Series JXi Pool Heater 260 Propane $3,043.90 co 0 6 ! JXI400N Jandy Pro Series JXi Pool Heater 400 Natural $3,825.72 8 N I JXI400P Jandy Pro Series JXi Pool Heater 400 Propane $3,825.72 1-15 .c JXI400NN Jandy Pro Series JXi Pool Heater 400 Natural CuNi $4,255.20 C . JXI400PN Jandy Pro Series JXi Pool Heater 400 Propane CuNi $4,255.20 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** C • Automation actuation of flow bypass valve is based on call for heati. a • Header integration means no external plumbing modifications are needed ai Part No. Description List Price u- _: PROFESSIONAL Jandy Pro Series JXi Pool Heater 400 Natural INSTALLATION JXI400NK with VersaFlo $4,108.26 °' REQUIRED JXIVFKIT VersaFlo Bypass Accessory Kit $241.87 m ; Jandy heaters must be installed VersaFlo Ordering Information: Part Number JXi400NK is a 400K BTU heater and serviced by a with VersaFlo factory-installed. To add VersaFlo to other JXi models in the ;professional and field please order JXIVFKIT. Please note, JXi serial numbers beginning with G a ensed pool/spaand earlier will also need part number R0719500 (power interface board) and al technician. Improper R0719400 (electronic flue sensor). 0 installation and/ • or operation will "Refer to JXi Manual for proper heater clearances that may apply. - : void the warranty. "Versus a similar system without VersaFlo. See owner's/user's Please see page"ENERGY GUIDE LABELS"on page 103 for energy guide label. 8 manual. t 84%Thermal Efficiency applies to 260K and 400K BTU Models with Copper Heat Exchangers, Li. 200KBTU and all models with Cupronickel heat exchangers are 83%. c 18 Zodiac Pool Systems LLC Product Catalog 93cn 0 U, U, - m U e ,3 Technical Information, Heaters W Ca HEATER MODEL NUMBERS Ca JXi Model Size Fuel Type Heat Exchanger and Headers Altitude Ratings 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 1 1000 ft_ (305 m) over 4,500 ft_ i c _ K=Copper Heat Exchanger, (1,372 m.). In general, efficiency 1 B mPolymer Header with at high elevations is equal to or I N " VersaFlo- Factory Installed better than at sea level. I Hi-E2® c Model Size Fuel Type Heat Exchanger and Headers Altitude Ratings 0 3EHE 350 N =Natural Gas B=Copper Heat Exchanger; Hi-E2 heaters do not require 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.) I m g above sea level. In general, `m_ S=Cupronickel Heat Exchanger; efficiency at high elevation is CO Bronze Header(ASME) equal to or better than at sea level. 1 LXi- S * Model Size Fuel Type Heat Exchanger and Headers Altitude Ratings CD m LXi 250 N = Natural Gas Blank=Copper Heat Exchanger; LXi Models can be installed at all a 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 Header installation manual for instructions. 1 in C=Copper Heat Exchanger; Bronze Header(ASME) S =Cupronickel Heat -n 2 t Exchanger; Bronze a - Header(ASME) ,, am Legacy'" Models E and M Model Size Ignition Fuel Type Heat Exchanger and Headers Altitude Ratings 0 LRZ 125 E= N = Blank=Copper Heat Exchanger; Blank=0 (sea level)-3,000 ft. 175 Electronic Natural Polymer Header (Natural Gas) • cQ 350 M = Gas N =Cupronickel Heat 0 (sea level)-3,000 ft. Millivolt P= Exchanger; Polymer (Propane Gas) 400 Propane Header H =3,000-6,000 ft. o (Natural Gas Onl onGas Y) co m m 0 0 E 102 2018 Zodiac Pool Systems LLC Product Catalog .. N 0 0 Technical Information, Heaters 0 7 a €€ €'' r ENERGY GUIDE LABELS Ni i JXi'" 84% Hi-E2® t JXI400NK,JXI400N,JXI400P,JXI260N and JXI260P co EMERG GUIDE EIIERGYGWDE Post Nfi.Yr ,icMlyriea foal N.Or mad ya fiy.rs� NIIIVI ALGAS +n.. 40 NATURAL GAS seed:= 400 3WlA a , s. Thermal Efficiency Thermal Efficiency - 84.0 95.0 0 , I fi l 0 l I , 0 t2D sso fizo PLO list®.e.e< Mea Mint L. B5 d Mat eea.a Q mea..7fRage afir.aMedrs Eiiivy bee.aShaer Mew •E'raacymop based 5105 OS lagsditls lusted byeatWeems aalgas • e tams . fia L CM C .FOrmare YaddaYbOnsIsE...ltgo:Naergr. •For ave secrmf.tri.l...Ae¢.rstgi 16 @m = J m • JXi 83% LXi'a cro • JXi400NN,JXI400PN,JXI200N and JXI200P I S. .� ! •s G s 5.,. _ > EMERG .GUIDE 1 EMERG GUIDE Pdd N.aW Pea Brame.lee I PoolH g NATURAL GAS •a•+ 501 NATURAL GAS Me44 UO '•.1 400 250.400 • L 7 awe Thermal Efficiency Thermal Efficiency i 83.0 , 82.0 } i T 11 e I ,m .. . 1 cn ex o Oso fiL last MiensMews baa ysdaa Mer der. a, e5..y Range a Siel.-s.sa.a EAdsy bap a firer Medi. J 1 j •ETowcy ease based say Oe Ovdrs bow byaarag.. •Moss rase based crag m modes Wed brass*fib •F.ea.lesternalagnonsi...tcOar.,.Oy- •Formate isarlessl,sok....tgprpsorgy E .; Ig I .4 a) U • 8 U- C 2018 Zodiac Pool Systems LLC Product Catalog 103 : Lo U) V) m C.) Q it.-v =, Filters 5 w DEV Series Diatomaceous Earth Filtersiii j Ti co 'r ' ii • Extra-large 2" drain port allows for easy cleaning of debris n • Textured, easy-grip handles • Clean/dirty indicator on pressure gauge _ • Heavy duty, anti-corrosion band clamp m a • Designed to work with all Jandy® Pro Series Backwash Valves ,4r t.. • Corrosion and UV resistant, high impact extra large tank Part No. Description Size List Price 3 . ' DEV48* DEV Diatomaceous Earth Filter 48 Sq. Ft. $1,133.17 cn DEV Series DEV60* DEV Diatomaceous Earth Filter 60 Sq. Ft. $1,236.21 Diatomaceous *DEV48&DEV60 Supersedes DEL48&DEL60 c Earth Filter 6 3 0) a _ m m 92. c CS Series Cartridge Filters cn S 0 r "� • Designed with our exclusive Versa Plumb®system to easily connect -1 with other Zodiac® products • - • Ergonomic, easy grip handles for ease of service N • Compact body designed to easily fit in small areas ----� • Extra-large drain port allows for easy cleaning of debris • High impact, corrosion and UV resistant, thermoplastic tank body I 0) • Includes 2" x 21/2" universal unions 1 Part No. Description Size List Price w CS100 CS Cartridge Filter 100 Sq. Ft. $524.92 c m CS Series CS150 CS Cartridge Filter 150 Sq. Ft. $706.56 Fri Cartridge Filter CS200 CS Cartridge Filter 200 Sq. Ft. $846.85 CS250 CS Cartridge Filter 250 Sq. Ft. $957.24 r co CO a 1 n c 3 1 r ; i 7 T O O C) 64 2018 Zodiac Pool Systems LLC Product Catalog CD N co O T iiiii. .. Technical Information, Filters CS Series Single Element Cartridge Filters 111 Our CS Filter line utilizes single element cartridges designed to provide the same great filtration as our Large Tank Filter series in a compact body. The cartridge element on the CS is easily removed making it simple to clean and care for. The CS filter is just over a i foot wide, making it the perfect choice for small equipment areas. It is designed for our CD ro Versa Plumb® System to easily connect with the rest of your Zodiac® equipment while using N minimal space on the equipment pad. The CS filter features easy grip ergonomic handles and extra large drain ports in a small, compact thermoplastic body. c m Specifications and Dimensions, CS100, CS150, CS200 and CS250 Filters � m In Specifications and Dimensions. CS Series Filters Model No. CS100 CS150 CS200 CS250 i 0 w Filter Area 100 ft2 150 ft2 200 ft2 250 ft2 o' ' Design Flow 1 gpm/ft2 .85 gpm/ft2 .625 gpm/ft2 .5 gpm/ft2 14W- Rate r CD Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm '_ Six(6) Hour 36,000 45,000 45,000 45,000 to vam Capacity gallons gallons gallons gallons ��l Eight(8) Hour 48,000 60,000 60,000 60,000 +� �lllll�l�ll�ll �� cn - 2 g Capacity gallons gallons gallons gallons m m Normal Start -A• '�I' 4 Normal 6-15 psi 6-15 psi 6-15 psi 6-15 psi Zns UpMax. Werking 50 psi 50 psi 50 psi 50 psi 18W Pres < _ 1 ID Cartridges i�.,1 1 1 1 li — y Required , 1 Shipping 3Y.• 1 Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs. w w Height ("A") 32.4" 32.4" 42.5" 42.5" c „D Cl, 4 } r co O' co n w Z y i Ii ti 0 74 2018 Zodiac Pool Systems LLC Product Catalog e n COCD cn 0 GALAXY MAIN DRAINS ; GUNITE 0 ° FEATURESa ., FFl COI- (3 PRODUCT al � ' H 8" Gunite Pool Main Drain _ • Seven Color Options to Match Any Pool Finish • Extra Deep Threads for Easier Pressure Testing • Also Available For Vinyl Pools (page 734) • IAPMO Listed VGB Suction:Compliant to ANSI/ , ,- APSP-16 2011 &CPSC Requirements 0 `may ` 0 .�`' ._*k P ms's „. ---...e.-o°..e.kat.- _ if: 414(keg a 4 11, d y r I ., --‘,7.,. ....„.. : _ i.:__..„.„.„,,v,,, 1. .._...1-, ,, {_.:,__ . .,.. ; i - I I , ,,.._ __ t , , _____ _......_ _ _ 7! ' : ORDERING GUIDE GUNITE POOL MAIN DRAINS WITH GALAXY LID REF WHITE GRAY BLACK DARK GRAY TAN DESCRIPTION BOX QTY A 25519-000-000 25519-001-000 25519-004-000 25519-007-000 — GALAXY MAIN DRAIN 8 B 25514-000-000 25514-001-000 25514-004-000 25514-007-000 25514-009-000 DEEP BODY GALAXY DRAIN 8 REPLACEMENT PARTS ON PAGE 225 GAL AXY 8” LID&SCREWS KI l WHITE GRAY BLACK DARK GRAY TAN DARK BLUE LIGHT BLUE* BOX QTY 25507-100-000 125507-101-000 125507-104-000 125507-107-000 125507-139-000 125507-169-000 125507-159-000 I 50 *For°Caymen Blue°order 25531-009-000 NOTE:THE COVER MAY BE CALLED A"LID"OR A "GRATE."THE RING MAY BE CALLED A"FRAME"OR"COLLAR" s ' -7-.----4, -.- _ -may: ce ;- g " = ,��'.ti< ` rt, .,._ =r a'- g -ss'arm's,i - ... �� -- --4,--(1,-1-4-- ---.4------4---:,- :-_- ,. » Y GALAXY MAIN DRAINS VGB lb*Wa m TECHNICAL GUIDE G 0 • For Multiple Drain Use Only All CMP main drains are listed and tested in strict 0 • Floor or Wall Installation accordance to the requirements of ANSI/APSP-16 2011, the Ln • Seven Year Life current standard of reference for the Virginia Graeme Baker -- :, • IAPMO Listed Act, and compliant to the latest Consumer Product Safety < • 84 GPM (Wall), 95 GPM (Floor) Commission (CPSC)requirements. co • 2" FIP or 2" Socket 61 • 13.2in2 Open Area D • PVC Bodies D x z HEAD LOSS r 3 K 40 (Pax 10 ) Results may vary-reference data only D z 0 D 20 vzi 0 FLOW(GPM) 40 60 80 100 ?r. - 8.5" - - 7.7" - 0.98" �, ► U U J 0 00 u-1 :.." \ ° 1 6.4" 0 t 1 GALAXY MAIN DRAIN DEEP BODY ,, ` , 800.733.9060 1 WWW.C-M-P.COM ` 1 35 A OFFICE CO1 Pumps a. VS PIusHP Variable-Speed Pumps* - 40) us The VS PIusHP is mid-sized pump designed for higher head applications, cp I II Intertek such as solar, in-floor, and pool/spa combos. Whether you're replacing i'- I'l -- - existing pumps, such as WhisperFlo®and Super II'" models or installing '� - in new construction, the VS PIusHP has the performance and features for the application. Available with or without a user interface. to r•.......... . Features an Auxiliary Relay that allows for automatic control of = _, ,..� 4111111101additional equipment like a Polaris° booster pump or a Jandy° TruClear" saltwater chlorinator. VS PIusHP • Large strainer basket for less11101 additi1,1 TRADE15_uSA EERIES • High efficiency, permanent magnet, TEFC, variable-speed motor I a E • 2" x 2-1/2" unions for easier installation • Tool-free lid for easy access c. • 3-yearwarranty WARRANTY ENERGY STAR E 5 Part No. Description THP List Price Q VSPHP270JEP VS PIusHP Variable Speed Pump 2.7 HP $1,773.54 w/JEP-R Controller, 230 VAC m m C--- VSPHP270AUT 75 VS PIusHP Variable-Speed Pump 2.7 HP $1,725.48 w/o JEP R Controller, 230 VAC CD �S ePump Variable-Speed Pumps* m N I Intertek • Interfaces with AquaLink° RS, AquaLink PDA, AquaLink Z4, and the it .12c co s _. JEP-R Pump Controller (Not included). u) • Largest capacity basket in the industry fully optimizes hydraulic flow or • Energy-saving ECM permanent magnet TEFC motor iv • Extra long motor life and quiet operation co • 600-3450 RPM range ePump • SVRS model utilizes an ANSI°/ASME°A112.19.17 certified Suction r1.1.1 ' Vacuum Release System iv 2 ©YEAR -e"`"f& • 3-year warranty Si 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. co *Jandy Pro Series Part No. Description THP List Price m 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 a (e.g.,CA-Title 20 and JEP2.0SVRS ePump + SVRS Variable-Speed Pump 2.7 HP $2,334.89 a ANSVAPSP-15)and U qualify for energy Siemens®QPF or QF 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- c '; 2018 Zodiac Pool Systems LLC Product Catalog 11 0 8 co U U .. Technical Information, Pumps r � a Technical Information • „ j) i 01 .4 Specifications and Dimensions for VS PIusHP (VSPHP270) Pumps Full Rated Pumps Model No. HP* Voltage Watts Auxiliary Relay Recommended Carton Overall = Rating Pipe Size Weight Length m — VSPHP270 2.7 230 VAC 2,250 W 230V/11A RMS 21/2-3" 50 lbs. 30 3/8" i° CO When installing pump provide the following: 1)a minimum of 2 ft.of clearance above the pump for removal of 13 strainer basket and 2)a minimum of 8"of clearance c m behind the motor for removal of motor. -0 w 0) 31" 9 1/8" 13 7/8" > c 0 =%I 1 _,,.. „,-,0��irL. �� • U — IIS,rD = 141/8" Ill. z — 1. 1 Q co , \ IOW * -�. 1111 sil 41111WAI& 1 4--- jk 2- ■ a) -1 N I 9" 11 3/8' Bolt Holes, Front Edge of Union to Center to Center Center of Bolt Holes JVS PIusHP Pump Curves 100 co y 90 6 N C = 80 _ N C CI), 0 Za 1— 70 rn W W 3450 RPM LL 60 0 rco W 50 S 2 z 2 40 LO 2600 RPM Q Z 30 } m Q 20 W ~ 1730 RPM W O 10 1200 RPM 0 _ 0 20 40 60 80 100 120 140 160 71 Flow Rate-Gallons Per Minute(GPM) 0 0 20 2018 Zodiac Pool Systems LLC Product Catalog n a, co co Q 0) cn maigifiinifilliaNI ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: MORENA,JENNIFER&ADAMS,CAMILLE CONTRACTOR NAME: FLORIDA LUXURY POOLS AND ADDRESS 2139 SEMINOLE ROAD ATLANTIC BEACH FL,32233 AND ADDRESS: ATLANTIC BEACH,FL 32233 OWNER: MORENA,JENNIFER&ADAMS,CAMILLE CONTRACTOR PHONE: 904.226.1526 IDATE: 9/12/2018 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._6584 gallons a.Gallons:_10,556 ;or b.Calculated Gallons: (surface area)X (average depth)X 7.48(gal/H^3)= 2. §5.2.1: Calculated maximum filtration flow rate 2. 35 gpm (Pool volume+360 or 35gpm whichever is larger) 3. §5.2.2: Auxiliary Pool Load: X Yes, No? 3. 36 gpm (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not add auxiliary pool load flow rates together, only the highest is used). 4. Calculated maximum flow rate 4. 35 gpm (Item 2 Or item 3.whichever is larger) 5. §5.5.1: Pipe sizing: a.Minimum suction pipe diameter 5a. 2.5 inches (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 4.) b.Minimum suction branch pipe diameter 5b. 2.5 inches (Calculate:i tem 4._60_(gpm)a Branch Pipes 2(quantity)=branch flow rate_30_(gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c.Minimum return pipe diameter 5c. z inches (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.) d.Minimum return branch pipe diameter 5d. 2 Inches (Calculate:Item 4 60(gpm).Branch Pipes_2 (quantity)=branch flow rate 30_(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.Cartridge b.Minimum filter area 6b. 94 sq.n. (Calculate:item 4. 60_(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. NA 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'r 50 6" Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540 Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720 8. Pump selection: §5.3.2.1:Pools 17,000 gallons or less,select pump•from the database with a Curve---A gpm flow equal to item 2 or less. §5.3.2.2: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. 8a.Jandy ePump a.Pump model Variable b.Pump flow 8b. 35 gpm (§5.3.2.1.5.3.2.2:Applicable Curve A or C gpm flow listed in database) @ 32'head 4/5/2012 ANSI/APSP/ICC--15 Standard Writing Committee Form 1 01 2 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 X 4.4.1.2 Readily accessible on---off switch mounted outside of the heater X Heaters 4.3.1.3 No electric resistance heating unless for in-ground spa with tight fitting cover with R---6 insulation, X 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 X 5.1.1 Pool filter pump listed in database X 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi---speed X Multi---speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override X capability for servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. N/A 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. X System installed with solar,or setup for the future addition of solar heating equipment by installing 5.5.3 18 inches Of horizontal or vertical pipe after the filter and before a heater,or built-in or X built-up connections,or dedicated pipe to and from the pool. 5.5.6 Directional inlets for mixing pool water. X 4/5/2012 AN51/APSP/ICC—15 Standard Writing Committee Form 2 of 2 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: 6,584 (Vol in gal.calculated in CAD) 2.Determine preferred Turnover Timein hours: 6 (translates to 35 gpm minimum) (Hours) 3.Determine Max Flow Rate: 35 based on 32 ft of head 4.Spa Jet 0 X 0 gpm per jet = 0 flow rate. (#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 35 gpm Maximum System Flow Rate. Trunk Piping to be 2 inch to keep velocity @ 8 fps max.at 35_ gpm Maximum System Flow Rate. Return Piping to be 2 inch to keep velocity @ 10 fps max.at 35 gpm Maximum System Flow Rate. Determine Simplified TDH: 1. Distance from pool to pump in feet: 14 2.Friction loss(in suction pipe)in 2 inch pipe per 1ft.@ 35 gpm = 0.1 (from pipe flow/friction loss chart) 3.Friction loss(in return pipe)in 2 inch pipe per 1ft.@ 35 gpm = 0.16 (from pipe flow/friction loss chart) 4 14 X 0.1 = 1.4 (Length of Suct.Pipe) (Ft of head/1ft of pipe.) (TDH Suct.Pipe) 5 14 X 0.16 = 2.24 (Length of Pressure Pipe) (Ft of head/1ft of pipe.) (TDH Return Pipe) TDH in piping: 3.64 Filter loss in TDH(from filter data sheet): 10 _ Heater loss in TDH(from heater data sheet) 7 Total all other loss: 3 (Total all other loss includes but is not limited to...WateAalls,90's,45's,valves,eyeballs,etc...) Total Dynamic Head(TDH): 23.64 ] Selected Pump and Main Drain Cover: Pump selection Jandy ePump Variable fusing pump curve for TDH&System Flow Rate Main Drain Cover CMP 8" (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 7 2 2.5 Suction outlets @ 183 gpm max.flow(see note 2). IlII Qo Qo 3 Suction outlets @ gpm max.flow(see note 3). I Channel Drain gpm w/ ports(see note 4). , f Thu l 1lthion agio. l. _ -- Conversion C� Far each pump Total- Head /n Feet Co art Check one. inches itercury (Vacuum Gauge) 0 1 z l I 6 a I 10 12 ( 14• j 16 ( 18 ' Si.�al ified Total Dynamic Head lSTDHl o as i 22 4s 1 6s 4 0 113 1 12 156 1 116 i ;18 1' r_r c 1 oil blank:, 1 i 1 i 2.3 1.6 i 62 I 9.1 ��,..ple�e STDN Worksheef - Ff. it .,,, ,a„�a_ f® im rss • ILt m.: .� 2 lM 69 9.1 1114 1E931111ZIIIIEEN 20.4 250 125A (J Total Dynamic Head {TDH) 3 ! 69 9.2 11s 117 !6A te2 2a5 22.s 2io z7s Complete Program or other talcs. Fill in required 4 I tts t3a . 1G0 183 205 „ 5 i7S r3B !6_I 1 183 - 8 251 D3 24.6 blanks on worksheet & attach calculations. 5 133 15.1 16.1 118m. ria I 25.7 27.4 . 246 313 �- Maximum Flow Caaacity 7 ! 162 1 4 20.7 1130 ,VA zs2 t �4 z�l s19 .ifs �- 27.5 297 320 34 S 36s of the new or replacement pump. 8 185 2a7 210 I 25.3 127.51 29.8 1320 343 36.6 ' 9 1 203 23.1 253 27-6 Z-13, 321 EmiQJzi SO 217 25.4 -27.6 29.9 32.1 34.4 I 36.7 1 383 41.2 43.4 11 125.4177.71 23.9 322 343 36'.7 39.0 I 412 433 45.8 - 12 27.7 1 39.0 322 134.5 i 36.8 .39.0 141-3 4355 •458 48.1 Notes 13 130:0 1 3z3 134"6 36-8 1 39"1 41.3 43.6 45.9- 48.1 50.4 =c-g14 1 32.3 34.6 1 369 ?-_1 1.41.4- 143.6 459 482 50.4. 52.7 15 34.6 36-9 1392 41_4 1 4.7.7-1 453 482 505 52.7 55.0 1_ If a variable speed pump is used, use the max 16 37.0 -392 415 43.7 460 •48.3 5os-1.sz I MO 57.3 . m 17 393 415 434 46.1 • w 48.3 505. 528 55.1 1 57.41 .39.6 1 pump flow in calculations. 18 41.6 ' 43,8- 46.1 484 50.6 '529• 55.1 57.4- S.7 1615 2. For side wall drains,-use appropriate side wall drain >Z 19 !�J© 1 `flow as`-"published':by,mcnufacturec - - _ .., • m . 462- '-ss2 .sz4 59.7 64.3 • .. ._ - S1S: ':598 520• :54:3 .-�� . _ .15.::21'= .485`-50A.. zoo :'<..5z: '57••G ":59.8+ -;62.1% '-643': ;66.6: .68.9. 3~:lnsert :rn_anuracturer-s nariie�arkftQ roved-_`..__: -- - - c?=_:22 50ar :si1i;553: _ P1a�umurri ..:...2.3:..L.: 15.} �. -=,SSFP-..;67.:.17. :--.•..64f4:-.;asa :•.611:9-.:lis=' iloi . _ .' 2J;.:i-53s^:•SS4:;577 =:SS ::6225 65.:4_;-:66.7.•;:54..0•. ;77.2' 73.5:. i `•24:.<•-:'55.1:" f57.7-:•••-..900,.. -_ •Yss r :eQo-= :7u3 _755 :75.8- . - :.4 :'Sec'i[tstci;aooil�instluctioo3;•foc numbcr?O ports.to-• ::57d-:sII :..5 .7•,5fs' std;-_84.15: ; 13'_:31.6-'758:. °78:1 -..,.:::-;-,-be Used. = - • :4`'26 - b3c fits `X{v; a--dr:.-89:1-.::•2f_4: :73ir_t 75:9_-f::78:r •'804, :-'•q->: ;62.-4-5-4.t.,61,.. _,fir :z.7s4-•--3J' =753.;I.Tai.-:80.s•1 a27: •• ` '" 5 In�-Floor suction:outlet cover/grate must conform to • • ` •••64.7 `xs i7 .76:17':1-781.2•1 8a5 sa I-moo Most recent'edition -of`ASM ANSI Al 12.19.8 and be so'-643- 73a ! lea > eta -851 1673 . 30 eel- -71.5' 761 •783% -8356 829 855.1 87.4 =89.5 embossed with that edition approval 31 71.5 73.9 -�1. 78.4 ea7 823 _ 87.4. 807-_sz0-:. 6. Pump, Filter & Beater make and model cannot 73.932 78.4 807 0 1 > srs 997 197A 3 1 76.2 7E5 sal Lame 8ss 1 STs I es s 9.c j 9£3 I. changed, and equipment location cannot be moved 34 I :s5 saa -azi I-ass 836.1 �s -sit 544 1566 1 seg closer to pool without submitting' a revised plan and 1 e�3 :e3,.. 85.4 I srb., ,asp,1' z 94.4 .9w 1 sag (-cots TDti calculation worksheet for approval. - NOTE: FEED TDii : F 'E« -To OR �� . - - . - ``1 AN THE CAa CULATED`TDH. •- . flow•and Frit- Logs Per Foot d Schedule 40 PVC Pipe - - • , ( r sexed ir-p6- sae! 6 rp: • a 1 Dr= 8y: A'R PATIDN &- - -" .7' 1-16 g xn I 0.14- I21 gp n f 0.23"- 26 ��1S' I 37 -Inc. Residential and Conlmerelal.. gKan - cog' 50- ' :alt ' 62 s- sl , aoa as mm •'airy 103 (407)•977-1892. :Pools, Fountains and reaturo:: .25' 1' 88'm .1 0.05• L 117 4om 0.09' ,146 gpin- 0.13' ' - 3' .1 136¢an 604'• 1181 qpm CLOT 1 4P 277 espm •0.10- ' 4` 234 g�cn ' tier. 313 4pm 0.05' - 392 m • .O.or _ ii 534 • 1 aa2• .712 . 0.03': • • This form is the property of.Condon 1.5.. Sliepardson, PE and - - • may only be used in conjunction i6ith my Residential Swirr rag Pool Spec fcatiori Drawings or by others-with.my-wriftesi'permission. • • - - - • Swimming Pool Specification For:. CORDON H. SHEPARDSOIJ, P.E. FL PE # 49333 672 N. Semoran Blvd., Ste 203 Orlando, FL 32807 Office: (407) 275-1099 ' Fax: (407) 275-1015 . Scale: None Rev 0 - 2/16/09 d+ FLORIDA BUILDING CODE R4501 SPECIAL SPA REQUIREMENTS: .� CO ^^ Cr THE POOL CONTRACTOR IS RESPONSIBLE FOR -MAXIMUM WATER DEPTH 4',MAXIMUM SEAT DEPTH F-�-I N FURNISHING ALL DETAIL DESIGN REQUIREMENTS 28",MAX. FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH -FLOOR SLOPE 1:12 THE FLORIDA BUILDING CODE,AND ALL -STEPS:MIN.TREAD 10"X 12",7"MN.RISER,12"MAX. .5 CONSTRUCTION SHALL MEET ALL APPLICABLE RISER EXCEPT THE BOTTOM STEP MAY BE 14"IF IT IS ;..4 4 R ci Q CODES INCLUDING PLUMBING,ELECTRICAL AND THE SEAT.INTERMEDIATE TREADS AND RISERS TO QJ (tS in v-4 413 GAS. PIPING SHALL BE SCH.40 PVC,NSFpw,MAX. BE UNIFORM.IF THE SPA IS OPERATED CU N 5 t, PRESSURE VELOCITY 10 FPS,SUCTION 6 FPS. INTERMITTENTLY IT SHALL HAVE A ONE HOUR ri. .,-4 N pW„a ti) ''3 qi THE POOL PLAN SHALL SHOW THE DESIGN TURNOVER,IF CONTINUOUS A SIX HOUR TURNOVER. 0 y o O PLUMBING AS PER THE SAMPLE WITH THE -MAXIMUM TEMPERATURE 104 DEGREES. p .� INFORMATION REQUIRED SHOWN. MAIN DRAIN -MEET ANSI/NSPI ARTICLE XVII,SAFETY Z w PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' INSTRUCTION/SAFETY SIGNS. �T� r{ O A WITH APPROVED ANSI/ASME A112.19.82009 COVERS. AS -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR W F+ n E cp AN ALTERNATE THE APPROVED DRAINS MAY BE MEET LOCAL CODE IF GREATER. PLACED ON DIFFERENT PLANES.THE TWO DRAINS F-1 Ql x SHALL HAVE A COMMON SUCTION LINE. SUCTION 5 O y'ti 4 o ul GRATES MAY BE USED IF APPROVED AT A MAXIMUM GENERAL DESIGN REQUIREMENTS II p. 0 OF I t4 FPS AND THE SUCTION PIPING IS RECESSED 777 FROM THE GRATE THE DISTANCE EQUAL TO THE -DESIGN,CONSTRUCTION AND WORKMANSHIP 0 '4- cO a o SUCTION PIPE SIZE.SKIMMERS DO NOT REQUIRE SHALL BE IN CONFORMITY WITH THE U V R PROTECTION AND REQUIREMENTS OF APSP/ICC 3,APSP/ICC 4,APSP/ICC 5, /� MUST BE DESIGNED FOR A MINIMUM 25 Bpm. AND APSP/ICC 6 AND APSP/ICC 7 BASED ON THE PO THE FOLLOWING SHALL BE LABELED WITH POOL TYPE. LABEL MARKER TAPE AT THE FILTER LOCATION: -SEE NSP1 FOR DIVING WATER ENVELOPES. 0 PIPES,VALVES,PUMP(S)OFF SWITCH. -SLIDES SHALL MEET THE MANUFACTURE'S QU INSTALLATION REQUIREMENTS. U -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 ^.,I -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 0 -NO OUTLET OR OVERHEAD POWER WITHIN 10'IF USED,BENCHES OR SWIM-OUTS SHALL BE RECESSED OR WITHIN 15'PROTECT BY GFI,TRANSFORMER MIN.10' LOCATED INA CORNER. FROM POOL,8"ABOVE WATER,.1 BOX 4'FROM POOL, -CIRCULATION SYSTEMS,COMPONENTS AND "7I BRASS TO I BOX OR TRANSFORMER WHICH EVER IS EQUIPMENT SHALL COMPLY WITH NSF 50. g FIRST EXCEPT WHERE PVC IS APPROVED. ^ -THE MAXIMUM TURNOVER RATE IS 12 HOURS. }� -FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAGE. MI fri -PUMPS 3 HP AND LESS SHALL MEET ANSI/ULI081 CORROSION RESISTANT WITH STRAINER AND MEET •�CD/ ( � III THE REQUIRED FLOW. i~ 'ATION FOR PERMIT SHALL -SURFACE SKIMMERS SHALL MEET NSF 50 AND 0 3YNAMIC HEAD OF 60 ft. THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. ; r -APPROVED-APPROVED MANUFACUTRED INLET FITINGS NGS FOR THE per 800 sf) RETURN OF RECIRCULATED POOL WATER SHALL BE 13 g PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 gallons SQUARE FEET(28 m2)OF SURFACE AREA.SUCH INLET FITTINGS SHALL BE DESIGNED AND CONSTRUCTED TO INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE AND SHALL INCORPORATE A CONVENIENT MEANS OF T_._-____—.--_ SEALING FOR PRESSURE TESTING OF THE POOL _ CIRCULATION PIPING.WHEN MORE THAN ONE INLET IS 111 i REQUIRED,THE SHORTEST DISTANCE BETWEEN ANY TWO n: CC; REQUIRED INLETS SHALL BE AT LEAST 10 FEET(3048 MM). •MAIN DRAINS AS OF 12-19-08 -HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR t Q tV ANSI/ASME A112.19.8-2007 UL 559. -DISINFECTANT EQUIPMENT SHALL COMPLY WITH ""1 NSF 50. • -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR ��„lki `A,, w POOL • .:•K';... .^4 _ MEET LOCAL CODE IF GREATER. a '' ,. t - , r: O -RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO r�y.si" 1 se.. • MIN.GRATE OPEN AREA-FLOW/17.8 MEET SECTONS 454.2.17 1 t �� FOR VELOCITY 6/SEC -WASTE DISPOSAL TO COMPLY WITH SECTION 454.2.10 0 ;I • ,r Fy' ;• r w' CLEANER IT HAS BEEN CERTIFIED THAT THESE DESIGN , , �r,..a. LINE REQUIREMENTS ARE IN COMPLIANCE WITH THE 1 .:4': - re~''. _r 1 FLORIDA BUILDING CODE 84501,6TH EDITON 4542-2017, .. V. ,; .• g 8 ' ANSI/APSP/ICC 3, / ''- I y,4 h , 'y ANSI/APSP/ICC 4,ANSI/APSPACC 5,AND ANSI/APSP/ICC 6 AND - - Q .• 'rr. -- ANSI/APSP/ICC 7,ANSI/APSPACC 14,ANSI/APSP/ICC 15. Da �►ll8 ^:� "" --- OFFICE CU! D a . ��'` r'I1w�.n33�' Q kr -iI' < , twe, REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH • SEE PERMITS FOR ADDITIONAL FLORIDA LUXURY POOLS ENT RESIDENCE REQUIREMENTS AND CONDITIONS ON REVIEWED BY: irt DATE: /0 V"7o/ / FLOW THRUSPA SKIMMER REQUIRED NO SKIMMER FOR SPA WITH : TYPICAL GR.FOR II 3 INDEPENDENT iimk SKIMMER REBAR,2'OUT WITH FI.TRATION SYSTEM y BCU TO PUMP O OPTIONAL DECK W/ 1)4"PITCH IN 10' / I RAIL OPTIONAL OPTIONAL I2V LIGHT W/IRANS.Y4"BRASS '�•�.�� • OR PVC(SEE NOTES) NO LIMITATIONS TO �I SHAPE EXCEPT FOR % DIVING STEPS OPTIONAL • >MAIN DRAIN REQUIRE ENTRY REQUIRED CIRCULATION (TAMPER PROOF/SEE NOTES) SWIM-OUT OR LADDER (SEE NOTES) _ LINE REQUIRED(GR/98 CU) , >LIGHTING&BONDING SAME AS !4 —WHERE DEPTH OVER POOL 5'DEEP(SEE NOTES) 6: ' >NO LIMITATIONS ON SHAPE RAIL OPTIONAL_srGENERAL SPA PLAN GENERAL POOL PLAN N.T.S. N.T.S. 2'-9"Min.EXCEPT FOR SCE NSP[5 RE: SLOPING ENTRIES.4'A"Max. HANDHOLDS I "'< ♦I WATER—+ LINE 4 EXCEPTION:ROPE AND ze FLOATS INSTALLED IF nr 8"Max. LESS THAN 4'.6" Radius 7 Max. 1r----- IIR'Max. rim 3 Max. SAMPLE ONLY.EACH AP if-- BE BASED ON A TOT f 8'Mia TO SLOPE CHANGE Determine System Flow Rate: Minimum Flow Rate Required:35gpm per skimmer(Required:1 Skit POOL SECTION DETAIL Pool Volume: sq.ft x • ave depth x 7.481 gaUcf=_ N.T.S. Turnover Time in Hours: 6 hours x 60 min/hr= mint Flow Rate: gallons/ minutes = gpm SB2836,6-20-07 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS,THE USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF#8 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 ! SPA,IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE 1 y," 35 GPM 65 GPM WITH s.680.26(c)OF THE NATIONAL ELECTRICAL CODE. 2" 60 105 2) 90 147 3" 135 230 PAVERS OR 4" 235 396 - FOOTING 4"DECK 2,500 DECK FINISH OPTIONAL psi(Min.)CONC. PER CONTRACT FOR POOLS WITH VOLUME-I5,000 GALS. W/FIBER MESH (NON-SLIP) PUMP:STARITE P6E6DL OR HAYWARD SUPERB Y.HP 42 GPM 60'TURN ��in TURNOVER RATE-6 HOURS-360 MINS. N lerllIllIllMIIIIK- = H't POOL FINISH FILTER:STARITE PTM 50,50 GPM OR HAYWARD C751,75 GPM CAPACITY ''N PER CONTRACT MAIN DRAIN:HAYWARD W61048E . 12"X 12"FOOTING BEAM&"7"BAR CLEANER:HAYWARD VAC LOC - - -- W/(2)#3 BARS OPTIONAL 12" . OR(1)#5 BAR 611 FINISMcr EOR , EXPOSED 6"Min.WALL&FLOOR THICKNESS.3,500 psi(MIN,)CONC.#3 BARS ON 4 AGGREGATE MAIN SUCTION PIPE SIZE 12"CENTERS EITHER WAY,TIE ALT.INTERSECTIONS 15"MIN.OVERLAP. 2"MIN.COVERAGE ON STEEL W/CONC.TO ASTM A15.A16.ASTM A30-5 SKIMMER SUCTION PIPE SIZE 11, .. . Structural subject to suitable soil conditions. CLEANERAC PIPE SIZE _ /V --:-.0p.,.1..- : :'¢_EG POOL/SPA, DECK, BEAM, WALL, FLOOR RETURN SUCTION PIPE SIZE - ...` N.T.S. i ! ; STEPS � � -.� ( r c�s. P ---'611. o SECOND FLOOR err. u1 RESIDENCE P REVISION:09/06/2018 alik NEW RESIDENTIAL POOL DRAFTER:Florida Luxury Pools RESIDENCE:ADAMS,CAMILLE& MORENA,JENNIFER • CONTACT:(904)226-1526 ADDRESS:2139 SEMINOLE ROAD, FLORIDA LUXURY POOLS ATLANTIC BEACH, FL 32233 Scale: 1/8"=1 ft. CPC 1458999 74 Levy Rd,Atlantic Beach FL 32233 V • • TOTAL LOT: 6,166 SQ FT HOUSE: 893 SQ FT DRIVEWAY: 1,524 SQ FT PORCH&WALKWAY: 191 SQ FT EXISTING CONCRETE: 16 SQ FT TOTAL IMPERVIOUS: (APPROX 42.6%) PROPOSED IMPERVIOUS(INCLUDES COPING): • \ a _ (APPROX 43.8%) ((( I I haw I` OZ cc POOL AREA: 266 SQR FT a POOL PERIMETER: 70 LN FT l — WOOD DECK AREA: 61 SQR FT }, aVZ 1-- 26' 11" E FROM WATER EDGE —• :' g TO PROPERTY LINE ' I a ` W.- ni s Orn w M to n' m c 1 � 4 7_6"Raise Beam 1 EXISTING PLANTER °I 20 CUSTOMER ELECTS TO USE a1 • '. ONE OF THE FOLLOWING 1. HARD WIRED ALARMS ON ALL WINDOWS AND DOORS LEADING TO POOL AREA 2. CHILDPROOF ALARMS V-3POOL COVER Cls R l yL G p b 4. OTHER 9VED METHOD r C \00 CUSTOMER INITIALS "Pett tt .V1CDcl� To h(lce�T __. ___._ TOTAL LOT: 6,156 SQ FT 05 6.< W 0 HOUSE: 893 SQ FT CL W M DRIVEWAY: 1,524 SQ FT 0U 0 M PORCH&WALKWAY: 191 SQ FT d U)Q 11 _I 2 W W EXISTING CONCRETE 16 SQ FT Z Q Z CI)Q TOTAL IMPERVIOUS: IL (Li W N W 03 (APPROX 42.6%) N U- U)0 w W Z W(— PROPOSED IMPERVIOUS(INCLUDES COPING): _ = 3 U)W p Q (APPROX 43.8%) re ZO0 • Z cf 2 Q Q -- W Wre aoz o POOL AREA: 266 SQR FT d J 0 - • _j O J m POOL PERIMETER: 70 LN FT ~ U. W MN N WOOD DECK AREA: 61 SQR FT < < i V Z Z d L la i [ YC. O Iii C rn A FROM WATE"R EDGE a m = _ t A " _ W Cl) 4 X co m TO PROPERTY LINE 3 S a in "S 3:2 a a N W I J �a W _..._z� 11 .0: _ d (c0 WM ‘--;- H /— / CC U Q J ' - L 1' \ T J 2'6"Raise Beam } LL EXISTING PLANTER C4 3141 °o CC a. co CUSTOMER ELECTS TO USE a e . a / 0 ONE OF THE FOLLOWING a c0 N 1. HARD WIRED ALARMS ON ALL n In WINDOWS AND DOORS LEADING TO POOL AREA co N 2. CHILDPROOF ALARMS co p 7, Tr 3. POOL COVER o LL rn I 4. OTH APPROVED METHOD O W U Co C't. ti HQ LL H gyp CUSTOMER INITIALSigtyc� W R < O TT� `'"`� 1 tr 0 0 CO • it PROPERTY ADDRESS: 2139 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 I SURVEY NUMBER: G'I 1/(,;•,-,—;;;----- /r,%r,�f fi ' FIELD WORK DATE:8/10/2017 REVISION DATE(S):(REV.1 8/10/2017) }; f 17080836 I BOUNDARY SURVEY LI N (714'50.4'S0•W 27.5(7(0) l TABLE: DUAL COUNTY N 0°23'!G.W 27.43'(M) i L2 27.50'(D) 5 0°37'16'E 27.36'(M) N 5..0, v O.R.B.37I0. PG.G3I r. O t r i N 89°44'02'E 226.02'(M) s y i/2 PrP L j W..'IC 26.00 0) Mr e crQ, ', I 120.0' Av WV „��Ti L _ ,y%fii�_ Mss �.R.B. i 5626, PG.2004 • a� r iif. c Ilz a=IPc 226.00(0) —0 ' '•. z " PA Jr WALL f. 7 0j00,4 . l.2.ON 0.8. II�LGDIE 5 89°42'54'W 226.13'(M) • • , : o� 3129 G ....eft. . 4 r. O.R.B.1541 2, PG.736 % a •• (Am gv a V :41...1 en : � oz o< Let: .'1a16�x•1 7 ' .6 IO . fs r = II 52474— w"t_tcwe • 41' X 51 = 1 .Ao 4 House; Ig9x36� = '1V1it un iaATto ' 119X6-S :: ( 3- f� p ` �Q 11/4_ 4' Ne A. = 1616 gib ,v,6i3 F\ N m NN nN N �^ N}, ¢ 3 3 THE INTERSECTION OF THE NORTH 60 "EY ��(/ 70 In 70 b • UNE OP LOT 50-A WITH THE EASTERLY 3 m RIGHT-OF-WAY LINE OF SEMINOLE �J /,, in M`r BEACH ROAD(COUNTY ROAD NO. OC. �/�3 in Nr z z �� 608) APPRQ`/ED z ZZ (I, 9 ,., Z P.O.C.wi/r FiRC (aW NORTH LINE LOT d0-A LB54BB 20TH ST ei7.,(i2 ES c • °`.0 titter.. No 3932 e • • NOT` • • L-7:// LOT A"EARS TO RE SERVICED BY PUBLIC WATER AND SEWER :- ;° 'I // • `ENce ONNER5ttIP NOT DETERMINED •I heretw certify, ifsikrnp*ary*Vey of the hereon descnbed property has been made under 40 0 20 40 my dlrtcbpn,817 AQhs es?of rt nowledge and belief,it is a true and accurate represents �� of a sum t meets the t4lr.ards of Practice set forth by the Florida Board of Pro/ tion I Surveyors. eteh$' apter5J-17oftheFloridaAdministrativeCode Professional GRAPHIC SCALE (In Feet) •‘..rY 'fi ` 1 inch = 40' ft. Use of This Survey for Purposes other than Intended,Without Wnnen Verification,will be at the User's Sole Risk and Without Liability to the Surveyor Nothing hereon shalt be Construed to Gr _ AM'Rights or BeneRts to Anyone Other than those Certified FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING POINTS OF INTEREST MUNICIPALITY OR WWW FEMA.GOV,THE PROPERTY APPEARS TO BE LOCATED IN ZONE X.THIS PROPERTY WAS FOUND IN THE CITY OF NONE'.r!S!SLE ATLANTIC BEACH,COMMUNITY NUMBER 120075 DATED 06/03/13. • CLIENT NUMBER - imi...,— lMT t7-2295 DATE: 8,,�20„ . CARAAMEER pFI K' BUYER:CAMILLE ADAMS&JENNIFER �� 904-695-7058 �e.u. MORENA I SELLER:MARY ANN SCHAFFNER ' ; cameer@comcast.net 0 www.caraameer.corn - ORDERED BY:' 1 iip LANDMARK T 1 T L E tua. ,� r ' 904 - 998 - 9733 PROPERTY ADDRESS: 2139 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 SURVEY NUMBER:FL1708.0836 FIELD WORK DATE:8/10/2077 REVISION DATE(S):(pEV.t 8/10/2017) ,' 17080836 TABLE: BOUNDARY SURVEY LI N 0°I4'50'W 27.50'(D) DUI/AL COUNTY N 0°23116i W 27.43'(M) L2 27.50'(D) 50°37'I6•E27.36'(M) 50.0' o OR-5.3710, PG.631 • O ,I/2•FIP Dr �� I/2•FIP 7 N 89°44'02'E 226.02'(M) in NO ID •j 226.00' D) 0.4'oFF VJIA NO ID 12B.a •• WM i��m� i%//j/.ice , •� O.R.B.• 562E. PG.2004 _ II 36.2' '//*�e7 i__ GdN ^4 t °i RFS 12139 �� ' ` /2 FIPC 226 0G(0) ' ' PARTY WALL .0.5. ILLEGIBLE 5 89°42'54'W 226.13'(M) ,.�� % Win RLS 3129 a c �•� O.e.B.;5412. PG.736 o f oo z 00. / Li U ., Z W alE Ob -- E--1 "w �6w Mb 70 N NN r,,,Ln M (N.1N 3 Nr.b< N N THE INTERSECTION OF THE NORTH i 3 3 LINE OF LOT 80-A WITH THE EASTERLY 3 v-°L- �b RIGHT-OF-WAY LINE OF SEMINOLE b'o to m BEACH ROAD(COUNTY ROAD NO. d.kr) z bb 608) zz O _ NOR TI LINE LOT 80-A z P.O.C. 1/2•PIRG 20T11 5T LB54Bd 0 B.G. . • ••Ba1a•Att• •••G • •• •. fir. • • • •'{IF! .•Gi 327�• I NOTES: No 3932 P • • LOT APPEARS TO BE SERVICED BY PUBLIC WATER AND SEWER i /./ 1� FENCE OWNE 5rt!P NOT DETERMINED . , _if „, ,•7 40 0 20 40 if Ilk I hefeli cerjify, .i' sT�,unfC ry 3rilVey of the hereon described property has been made under � � � my dtridon,•3n 1 tai?i5esf of r 9rnowledge and belief itis a true and accurate representation . ' of a suilre.Y•.t me;ts the,Sta?rds of Practice set forth by the Florida Board of Professional GRAPHIC SCALE (In Feet) ' Surveyors'e i•iS etsk /aapter 5J-17 of the Flonda Administrative Code. 1 inch = 40' ft. _ Use of This Survey for Purposes other than Intended,Without Written Verification,will be at the User's Sole Risk and Without Lability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits Anyone Other than those Certified. FLOOD INFORMATION: POINTS OF INTEREST --- -- BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE'_-'!S!BLE - MUNICIPAUTi OR WWW.FEMA.GOV,THE PROPERTY APPEARS TO BE LOCATED IN ZONE X.THIS PROPERTY WAS FOUND IN THE CITY OF .., _. ATLANTIC BEACH,COMMUNITY NUMBER 120075,DATED 06/03/13. CARAAMEER CLIENT NUMBER:LMT 17-2295 DATE:8/10/2017 7 - 904-695-7058 BUYER:CAMILLE ADAMS&JENNIFER MORENA cameer@comcast.net BANKeR ria www.caraameer.com SELLER:MARY ANN SCHAFFNER CERTIFIED TO:CAMILLE ADAMS&JENNIFER MORENA;LANDMARK TITLE;FIRST AMERICAN TITLE INSURANCE COMPANY Land Surveyors, Inc. wwwxxactalandtan P866'735-7916•F.866r744-2882 This is page 1 of 2 and is not valid without all pages. LB/M7 t1940FainvayLakes Drive,Suite 1•FtMyers,FL33913 REPORT OF SURVEY FL1708.0836 [This is page 2 of 2 and is not valid without all pages. ;; LEGAL DESCRIPTION: BEING A PART OF GOVERNMENT LOT 1,FRACTIONAL SECTION 9.TOWNSHIP 2 SOUTH,RANGE 29 EAST,DUVAL COUNTY,FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT A POINT ON THE NORTHWEST CORNER OF LOT 80-A AS SHOWN ON MAP OF NORTH ATLANTIC BEACH UNIT NO.3 R-C-B-S CORPORATION,AS RECORDED IN FIAT BOOK 15,PAGE 93,OF THE ' PUBLIC RECORDS OF DUVAL COUNtY,SAID CORNER BEING THE INTERSECTION OF THE NORTH LINE OF SAID LOT 80A WITH THE EASTERLY RIGHT-OF-WAY UNE OF SEMINOLE BEACH ROAD(COUNTY ROAD NO.608k THENCE NORTHERLY ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF SAID SEMINOLE ROAD,A DISTANCE OF 222.50 FEET TO THE POINT OF BEGINNING;THENCE EASTERLY AT RIGHT ANGLES TO SAID RIGHT-OF-WAY UNE,A DISTANCE OF 226.00 FEET;THENCE NORTHERLY AT RIGHT ANGLES TO THE PREVIOUS COURSE AND PARALLEL WITH SAID EASTERLY RIGHT-OF-WAY OF SAID SEMINOLE BEACH ROAD,A DISTANCE OF 27.50 FEET;THENCE WESTERLY AT RIGHT ANGLES TO THE PREVIOUS COURSE,226.00 FEET TO THE EASTERLY RIGHT-OF-WAY UNE OF SAID SEMINOLE BEACH ROAD;THENCE SOUTHERLY ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 27.50 FEET TO THE POINT OF BEGINNING. TOGETHER WITH AND SUBJECT TO A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS,MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCE AT A POINT ON THE NORTHWEST CORNER OF LOT BOA,AS SHOWN ON MAP OF NORTH ATLANTIC BEACH UNIT NO.3 R-C-B-S CORPORATION,AS RECORDED IN PLAT BOOK 15,RAGE 93,OF THE PUBLIC RECORDS OF DUVAL COUNTY,SAID CORNER BEING THE INTERSECTION OF THE NORTH LINE OF SAID LOT 80A WITH THE EASTERLY RIGHT-OF-WAY LINE OF SEMINOLE BEACH ROAD(COUNTY ROAD NO.608);THENCE NORTHERLY ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF SAID SEMINOLE BEACH ROAD,A DISTANCE OF 175.00 FEET;THENCE EASTERLY ,.- AT RIGHT ANGLES TO SAID RIGHT-OF-WAY UNE,A DISTANCE OF 100.00 TO THE POINT OF BEGINNING;THENCE NORTHERLY PARALLEL WITH SAID SEMINOLE BEACH ROAD,49.00 FEET;THENCE WESTERLY AT RIGHT ANGLES TO THE -17f COURSE.100.00 FEET TO THE AFOREMENTIONED EASTERLY LINE OF SEMINOLE BEACH ROAD;THENCE NORTHERLY ALONG SAID EASTERLY LINE OF SEMINOLE BEACH ROAD,A DISTANCE OF 20.00 FEET;THENCE DEPARTING FROM SAID RIGHT-OF-WAY LINE RUN EASTERLY AT RIGHT ANGLES THERETO,A DISTANCE OF 125.00 FEET;THENCE SOUTHERLY AT RIGHT ANGLES TO THE PREVIOUS COURSE AND PARALLEL WITH SEMINOLE BEACH ROAD,A DISTANCE OF ' 69.01 FEET TO THE SOUTHERLY BOUNDARY OF THIS PARCEL;THENCE WESTERLY AT RIGHT ANGLES TO THE PREVIOUS COURSE,25.00 FEET TO THE POINT OF BEGINNING. JOB SPECIFIC SURVEYOR NOTES: THE ASSUMED BEARING REFERENCE OF N00°14'50"W IS BASED ON THE EASTERLY RIGHT-OF-WAY LINE OF SEMINOLE ROAD,AS DESCRIBED IN O.R. BOOK 15626,PAGE 2004,OF THE PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others.This survey does not determine or imply ownership. 2. This survey only shows improvements found above ground.Underground footings,utilities and encroachments are not located on this survey map. 3. If there is a septic tank,or drain field shown on this survey,the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal detection, probing rods,and visual above ground inspection only.No excavation was performed in order to determine the exact and accurate location. 4. This survey is exclusively for the use of the parties to whom it is certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. Dimensions are in feet and decimals thereof, 7. Due to varying construction standards,house dimensions are approximate. • 8. Any FEMA flood zone data contained on this survey Is for informational purposes only.Research to obtain such data was performed at www.fema.gov. 9. All corners marked as set are at a minimum a 14 diameter,18'iron rebar with a cap stamped LB97337. 10.If you are reading this survey in an electronic format,the information contained on this document is only valid if this document is electronically signed as specified in Chapter 5J-17,062(3)of the Florida Administrative Code.The Electronk Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover.Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor.If this document is in paper format, 'g it is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11.Unless otherwise noted,an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments,if any,are affecting this property. 12.The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity.The symbols have been plotted at the center of the field location,and may not represent the actual shape or size of the feature. 13.Points of Interest(Pel's)are selected above-ground improvements which may be in conflict with boundary,building setback or easement lines, as defined by the parameters of this survey.There may be additional P01's which are not shown,not called-out as POI's,or which are otherwise unknown to the surveyor.These POI's may not represent all items of interest to the viewer. 14.Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements 15.The information contained on this survey has been performed exclusively,and is the sole responsibility,of Exacta Surveyors.Additional logo or references to third party firms are for informational purposes only. 16.Pursuant to F.S.558.0035,an individual employee or agent may not be held individually liable for negligence. 17.House measurements should not be used for new construction or planning.Measurements should be verified prior to such activity. LEGEND: SURVEYOR'S LEGEND LINCIYrd:nbPlOYee,wee MC Ancomornowno DEMIFKATION 501 SECTION I OOIRLMdtse 1 DR DEArDY REFERENCE ILL ILLEGIBLE SEP SEPTIC TAMC D.C. DLOCACORER NOT INSTRUMENT SEW SEWER I snarrlaI DFP WILFLOW PRIVERIrR K. Nroespcy N S/GO SET GLUE DSC r DIAL NDCR 1 LENGTH SIRC SET MON FOO ACM CONERLINe DWG. SURDRK L. LYENSE4-NUSNE5S SHAD SET NAIL MC OIAa14a/Cw Nit! L DM BENCFMARK 154 LICENSE UD• E4-SEYOR SOFT SQUARE FEET etc SOLOING RESTRICTION WE (Si) MEASURED STY STORY EA90lIF - S.T.L. ES BIW BAY/BOX WINDOW M . MITERED END SECTiON SYSEWER VALVE EDGE Or WARR _ -- (C) cALojcs,ED MF. METAL FENCE 556 SIDEWALK IRON rOCE c CURVE NIL101 RADIAL SW SEAWALL CAN CANE TY RISER NTS. NOT TOSCALF TDM TFAPO(ARY BENCHAIIRK OVOOIGLD UrCS CO. CONCRETE DLOO5 0C ONCONCKTE SLAB TEL TELEPHONE FMU1E5 04 CHORD BEANNG 06. ON GROUND TO.D. SURVEY TC UNE CHH. CHIMUEY OFF OUisDEOFsLaeCrKCFI TWP TOWNSHIP CLF. CHAIN UNA FENCE OH OVERLW1G TI TRANSFORMER WAIL OR roan WALL c.o. CLEANOUT OHL 055omIA LNE9 rm. TYPICAL WOOD COIR CONC. CONCRETE ON RISME U.R UTILITY RISER COR COINER ORD ORKLAL RECORDBOCR WK WITNESS COMER VIM TCL CSM CONCRETE SIDEWALK ORLY OFROAL RECO.VOUS. We WATER EATER CVG. CONOTEIE VILIFY Aunts OM OVE ML W E WOODEN FENCE CA 40440144E 015 OFFSET WM WATER.ETOUVALVE 002 SURFACE TYPOS:LUMW 00 s KW. Ge COVERED PORCH )P) 'LAT WY WATERVNYE ASPHALT 1.., chile YAW as CONCRETE 54AD F.D. MP'T BOvF. MNYLR'NCE 1 (p) DEED Ft. PONTOFCURVA/IRE DRAIN REW FCC POINT OF COMPOUND CURVATURE Off ..��JJJJrear, [>:-1 1" OH ORKLLDLE Pie PEALAKENr CONTRA POW WATze 1/p��l mow r/�,� Ow DeryFOOL EWNY P/E POEPMENT AE. ACCESS EASEMENT ��1L EIEY EIEYATYIN PG. PAGE ME ANn10RrAYLOtI SYMBOL):ones Oaramorn ENL_ ENCLOSURE n FONT OFWTERSECnON C.ME CANAL alANTONNE EWE • BOID$MIRK for. EMRANCE PLS I'IO EMNONAL LAE,SURVEYOR CUE COIOAY01F.ENESM. CENIVILLINE EN ELECTRIC METER PLT PLANTER DUE. DRAINAGE AAD UTILITY ESMr. FOP EDGE OPPAVEMENT FAD. FONT Of D00004NG A BARK AN=aMIA EON EDGEaa14ATFR PAL. PONT OF COMMENCEMENT. ESN, EASEMENT COMMON OW4OvtsP EIS ELECTRIC VIVIYWK P.P. PINCHED PORE tEEIto NGRESS•GRE55 ENT. • DRLt POINT (r) FIELDD PRC PONTOF REVERSE CURVATURE E RRIGATR2:FaAP,uNi O4T ��■ LOIRCR MONUMMO FCM D CONCRETE MCMURDO PRM p.m..?REFERENCE MONUMENT LAE 144150 ACCESS FSMt tzg GATOS BASIN FIOH FOUND0REO DRILLHOLE PSM FIGFE55DNMSURVEYORAFO 104 tAr05fXEdIFFERESMt ��- ELEVATION FF RLa54ED500R MOPP A LE IAAW,YAFEESMi RP FOUNDIROI PPE PT. PONT Of TANGENCY LME. LAKE OILLANDSUPE rxtL HYDRANTTRFC FOUND IRON FRE BEAR R RADIUS or RADIALMMINTENWCEP EASEMENT • CND OR SCT MONUMENT mt ,.„,,,,,0,,,,,,,,,,,,, Rf. RADIUS poen ME. MAINTENANCE EASEMENT GUYN1RC OR ANOtOR FURL FOUND IRON ROD ACM (R) RECORD FILE PUNY UTILTYEAso.wu 9 M4lr,OLL FN FOUND NAIL ROE RANGE ROE ROUFOVERHANG ESU,R 63 ntQ RIAD FOUND NAIL AND DISC IES. RESIDENCE OWE 510EWNx EASEMENTVl 5WA1E. STOW WATER © Muer oe user POLL �. FOUND RAV RIGHT WAY MANAGERENT EASEM[.NT RAN FOUND PARKERKNON HAS. ((5SURVEY)) 1/'BL FPKNA° FOUND PK NAR A DISC SET DA.LAE TUE TFLIlDtOGIAI ornJrV WT. ERRSFOUND RAKROAD SPIRE 6L.L SURVEY CLOSURE WE U.U.E. utwNEASEMENT ERRS. GAR GARAGE SOL SCREEN • GM GAS METER • ELECTRONIC SIGNATURE: PRINTING INSTRUCTIONS: OFFER VALID ONLY FOR: CAMILLE ADAMS&JENNIFER MORENA In complete accordance with Florida Statute 472.025 and Pursuant to 1.While viewing the survey in Adobe Reader,select the the Electronic Signature Act of(996 or Florida Statute TITLE XXXIX, Chapter 668,if this document was received electronically via PDF. "Print"button under the"File"tab. • then it has been lawfully Electronically Signed.Therefore,this survey 2.Select a patter with legal sized paper. r 1 - PDF,If authentic,is completely official and imbl urae In order to validate I I �.t the'Elecmnic SignaturwwwofPDF surveys sent via www surveystan corn, 3.Under"Print Range",dick select the"ATI"toggle. you must use a hash calculator.A free hash calculator is available for . dPamyadat 4.Under l+e'Page Handlinn_sectio,'L sehct the nurrber I I • WMwwllpdUa winRem(!1,Mnwgrme4N/Huhlekuialuo-Klr.1;1,tml of copies that you would like to print I I In order to validate the Electronic Signature of any survey PDF sent via • wwwsOrLeysbmscom: 5.Under the"Page Scaling"selection drop down menu; 1 1.Download the hCakulata available . select"None." 1254y. offewwso5pvdac,,,iOCUSyat°Mr.l.-ManagemcnlOLa:h{aleWater-KuliaMtml 2.Save the Survey PDF onto your computer from wwwsurveystarscom 6. Uncheck the"Auto Rotate and Center"cbedcbox. (U P TO$500 Of from the email sent horn www.wTvtystars.com. 7.Check the"Choose Paper size by PDF"checkbox. I I 3.Click the square Browse button in the upper right hand corner of the F U T U R E Hash Calculator to fad and select the saved Survey PDFdocument and click 8. Click OK to print I SURVEYING SERVICES I the COMPUTE button in the lower right hand caner of the Hash Calculator. 4.Compare the 40 digit string ofdharacters in the SHA-1 tine to the 40 digit TO PRINT IN BLACK+WHfTB I ON THIS PROPERTY* I SHA-i charactersf thesawey/n the job file inwwwsulveystancomwhdl 1. In the main print screen,choose"Properties". I is also printed on the invoice for that survey. 'Ofkr WiMblee Kan.a,M MMIse a•ANfy A.G..NO} 5-If the 40 digit string of SHA-1 characters are ecrcdy the same co the invoice2. Choose"Quality"from the options. I -r sad Wiyi the:;urea r 'Ii+ ir.5) Jf:_4 fanthe mint file at w.wvneveysmscorn)as they inheHashCalcubtre. 3. Change from"Auto Color"or"Full Color"to :ws 2yeara D D� P. then this PDF is authentic If the 40dgit string Of characters does not match I -bes2Tearsfrac the dx;e0 wH+(L exactly,then this PDF has been tampered with and itis not authentic "Gray Scale". ` Bt; Exacta LandSurveyors.Inc. www.exactaland.com - - P.866-735-1916"F.866-744-2882 L8#7337 11940 Fairway Lakes Drive,Suite 1.Ft.Myers,FL 33913 , • _ 1. ir-- — `""` _ r i SURVEY NUMBER: FL176%.:IA f. I PROPERTY ADDRESS: 2139 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 FIELD WORK DATE:8/+0/2017 REVISION DATE(S):(Ref.' 8/+O1 ' I 17080836 TABLE: BOUNDARY SURVEY LI N 0°14'508 W 27.5G'(D) 1 N 0°23'16'W 27.43'(M) DUVAL COUNTY L2 27.50'(D) 5 0°37'16'E 27.36'(M) '! t N r { ' 4 O.K.B.37I0, PG.G31 50.0. _ O Z ire PIP X�111, ' N 89°44'02'E 226.02'(M) in m NO ID '.�,, '.-la.rIP j 26.00' 0),617.11_,1 • moo.v crr '�� NO ID 20.0' ._��or•w�� • L !►� _y//f,ice_ `UN+M O.R.8. 15626. PG.2004 • `�:. $1,,,,,1 ..:,.. .:...r.,:.. .7._. ;.._:6:1;...c,. ...i7,,,,<, _,.:•,:_--.:- - -. . ... . .. ,., ,.-. % -.!-.%-..7.-. "-.r % 11 r �_ w / N 1.2'ON c 1tz nPC 226.QD'(D) r r PARTY WALL u2'HIPC o O.B. ILLPGtBLE 5 89'42'54'W 226.13'(M) o7 Rt5 3129 p G .� = O.R.5.1541 2, PG.736 .:A 1 .. oz Li 10. - ot ci J Lot: lac rc,Iti -_ 6.1.0 . / pc.WA : 19.7 X I'�Lr-- ii5-14:41- / '..a_LK,�J: 49` x s' '1,ao 4 cz w/t+. W.1 Ok House Z 1 q.9 4 36•x. _ .74 i°ATto • +4.1X6-S- = 131 f6 j O R�e Q r eC A• l 6 -z 1- io � �6t3 $ s int) � IoW roto 6 - N= NN I 0i497 t�(4,4;0 / 110 3 N N THE INTERSECTION OF THE NORTH 33 LINE OF LOT 80-A WITH THE EASTERLY ---- 3 5°C n. RIGHT-OF-WAY LINE OF 51°MINOLE 6�3 b b m in'• BEACH ROAD(COUNTY ROAD NO. "E• vz bz 606) ifl, n��%JJ V Z Z• tJ1Y NORM-1 LINE LOT 50-A `/� z P.O.C. Itz FIRC 20TH ST6- ® LB54B8 0 B.C. • ` i IFIc4P.. • NOTEj: No 3932 f LOT A:PEARS TO BE SERVICED BY PUBLIC WATER AND SEWER e ,// FENCE OWNERSHIP NOT DETERMINED inita I he p. tnp( y ey of the hereon descnhed property been 40 0 20 so �� ' made under my , • fb�AtP esr ofn Trnowtedge and bekef,rt rs a bueand accurate representation Wm,'of8sune meats the AS, rds fPracticesetlathbythe Board ofPmfe%tionai GRAPHIC SCALE (In Feet)Surveyon.S l�haeter5J-17 of the Florida,adnwustrab„eCade. 1 inch = 40' ft. Use of This Survey for Purposes other than Intended,Without Written Verification,will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Righty or BMS to Anyone Other than those Certified. FLOOD INFORMATION: } BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING POINTS OF INTEREST MUNICIPALITY OR WWW.FEMA.GOV,THE PROPERTY APPEARS TO BE NONE V,S!B LE LOCATED IN ZONE X.THIS PROPERTY WAS FOUND IN THE CITY OF ATLANTIC BEACH,COMMUNITY NUMBER 120075,DATED 06/03/13. 1. CARA AMEER ( . 11 CLIENT NUMBER:LMT 17-2295 DATE: 6110/2017 t BUYER:CAMILLE ADAMS MpRENA -'1 t 904-695-7058 COLD�� 1 - r cameer@comcast.netUAN0 SELLER:MARY ANN SCHAFFNER, - - www.caraameer.com CCSi • < TOTAL LOT °6,156 SQ FT W O re HOUSE: 893 SQ FT J DRIVEWAY: 1,524 SQ FT M J 2 J N O U ZM PORCH 8,WALKWAY: 191 SQ FT -I 2w Wli EXISTING CONCRETE: 16 SQ FT W TOTAL IMPERVIOUS: ! W <W N r G W-) m (APPROX 42.6%) Iii U Ii U W Z N. pW ctZ PROPOSED IMPERVIOUS(INCLUDES COPING): a u i 0 �� p (APPROX 43.8%) il' W O p Z D:2 as svOW rg t00 a/ s, -- — - z 0 , �J POOL AREA: 266 SQR FT per, 0 J - C/3 — LL POOL PERIMETER: 70 LN FT — l _ W WOOD DECK AREA: 61 SQR FT ` i 1 '� \l' G V LL E I- {, .,.___J ma FROM WATER EDGE � f.s Co W N X TO PROPERTY LINE 4; j E a10 0 to (N v yy I I J I `_ x 6Raise BeamLL EXISTING PLANTER 1-c cLa co CUSTOMER ELECTS TO USE a . a / 8 ONE OF THE FOLLOWINGla M9-i -To o L►'LCAa. 1. HARD WIRED ALARMS ON ALL a 0. I kl•O �.e. SC__(_. -» to .7 WINDOWS AND DOORS ro LEADING TO POOL AREA ` l t 1 ` S-eL F N co 2. CHILDPROOF ALARMS \1 L 11 / _ POOL COVER - Los t VL. Vt Loc- v> O , C[S t t K F--e-YIC- --I G l o cc § u Y 4. H R APP QVED METHOD �(� L Mq��+CSA �� /VI t-V., ^ �_'e- ' Y�- I G� 4 s 0 V CUSTOMER INITIALS �)11-tIlL(/14 "ro ` �-e-C•DC�� 11 g'0 E 0 y i � Q O N _ -L t -_.... �-..