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860 Sailfish Dr POOL17-0016 pool permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: POOL17-0016 Description: inground swimming pool Estimated Value: 45000 Issue Date: 8/29/2017 Expiration Date: 2/25/2018 PROPERTY ADDRESS: Address: 860 SAILFISH DR RE Number. 171160 0000 PROPERTY OWNER: Name: MILHOAN LISA Address: 860 Sailfish Drive Atlantic Beach, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: SURFSIDE POOLS Address: 313 BEACH BLVD QA JOHN CALVIN SCOTT III JACKSONVILLE BEACH, FL 32250 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. rt vvy, m Permit g City of Permit Number: POOL17-0016 Description:inground swimming pool Applied:8/22/2017 Approved:8/28/2017 Site Address:860 SAILFISH DR Issued:8/29/2017 Finaled: City,State Zip Code:Atlantic Beach,FI 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:MILHOAN LISA Parent Project: Contractor:<NONE> Details: LIST OF r r SEQ NO I ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 1 8/23/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLOWORKS Scott Williams Notez 777777 Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 8/23/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 3 1 8/23/2017 POOL WELLPOINT INFORMATIONAL PUBLICWORKS 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 8/23/2017 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Wil liams Nates: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services). Container cannot be placed on City right-of-way. 5 8/23/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. Printed:Tuesday, 29 August,2017 1 of 1 t rs�Ly City of Atlantic Beach APPLICATION NUMBER . � Building Department (To be assigned by the Building Department.) i 800 Seminole Roadi �� I�, Atlantic Beach, Florida 32233-5445 V Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@ooab.us Date routed: 0!K 'a I ' Cityweb-site: hdp:/Avww.coabos APPLICATION REVIEW AND TRACKING FORM Property Address: SIY IJ Sct . FSh of De artment review reuired Ye No tf� ee A c uildin Applicant: ® SLLI tSl bQ �J Planning &Zoning ( Tree Project: Public Works Public Utilities Public Safety Fire Services Other Agency Review or Perraft Required Reviewor Receipt Date of Permit Verified B 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: BUILDIN PLANNING&ZONING Reviewed by: Date: 2 //7 TREE ADMIN. Second Review: []Approved as revised. ❑Den . []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/1&2017 ISU1LIMNU YL17LMfF APPLIUA'1'IUN CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 Office (904) 247-5826 Fax(904) 247-5845 n Job Address: DI-2 Permit Number• Legal Description rj f1'ON-- IJ„t I 1 Parcel# -S—F Floor ea o Wit. 4 Valuation of Work$ n�Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition(ED window/door Use of existing/pro posed.structure(s) (urcle one): Commercial. If an existing structure,is a fire sprinkler system installed? (Circle one): CED Florida Product Approval# For multiple products use prouct approva arm Describe in detail the type of work to be performed: In-Ground Swimming Pool Property Owner Information: 6 Name: L Address: O6O L State(�Zip. Phone - t2a t f- 23!Y8 &Mad or Fax#(Optional)�SFr/r>t/' C trelfc /� nz' Contractor Information: / Company Name: Scotfam Inc.dba SurtSide Pools-- Qualifying Agent:John C Scott III Address: 713 Beach Blvd. City Jacksonville Beach State FL Zip 32250 Office Phone 904-246-2666 Ext. #133_Job Site/Contact Number (904)246-3615 Fax# State Certificafion/Registmtion# CP 0-44080 Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated 1 certify that no work or installation has commenced prior to the issuance f(aperem and that all work will be er((armedtor the standards ofall laws regulating construction in thisjwudiction/ Thislwolany tbecomesnull and void tfwork is not commenced within six(b mom , or ifc be section or work u susCeWndld ps i goSdfor a elhpools Fu,aceI Bolllm He tiers, Tanks common Conditioners,l undd�that separate permit must be secured for Hleckie Sns, W ndAir WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YUR LENDER OR AN ATTORNEY BEFORE RECORDING YO[)RNOCONSULT H E OF O COMMENCEMENT. Thereby certify that Lave read and examined this.application and know the same to be true and eorrece All provisiom oflaws and ordtn a govermng this type. work will be complied with whether spppeeecec9led herein or not. Tire granting of a permit does not presume to give authority to vitiate or cancel the prowmans ofanv other fe1derafl,,state-or local/awtre da ' construction or the performance ofcons"et om Signature of Owner v'�`-� Jl Signature of Contractor Print Name t , Print Name 7 C. Scan lII . ........._........._..._..................... ................._..._................__.._.........._.............. . Sworn and subscribed before me Swom to and subscribed before me 20 this Day of 20 this JL Da f — N�,�tary Pu uco �Fu o L� - GARY R08ERT CAREE ROBERT CARL ,i oil 01.26.10 e .R MY COMMISSION 0FF99a911 t MY COMMISSION 1 PF998011 EXPIRES June 02.2020 EXPIRES June 02.2020 •a ei Funk na f I+a1 Nalaa earmnsy uni,•.aom rA UG 2 1 2017 Doc N 2017171208, OR BK 18061 Page 413, Number Pages: 2, Recorded 07/21/2017 at 11:17 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $2205.00 ur- I=ICE COPY Prepared By: Gibraltar Title Services, LLC 4190 Belfort Rd.,Suite 475 Jacksonville, FL 32216 Return To: Gibraltar Title Services, LLC 4190 Belfort Road,Suite 475 Jacksonville-Fl-32216 Order No.: GTS-1760407 Property Appraiser's Parcel I.D.(folio)Number: 171160-0009 \1\cto 'WA 4 3\07),D)DO 0� WARRANTY DEED THIS WARRANTY DEED dated July 17, 2017, by Joshua B Plummer and Katlyn Ann Plummer, husband and wife, whose post office address is 3173 US Highway 17, Fleming Island, Flodda 32003 (the "Grantor"), to Lisa Milhoan, whose post office address is 860 Sailfish Dr, Atlantic Beach, Florida, 32233 (the'Grantee"). (Wherever used herein the terms"Grantor"and"Grantee"include all the parties to this instrument and the heirs,legal representatives and assigns of individuals,and the successors and assigns of corporations) WITNESSETH: That the grantor,for and in consideration of the sum of Ten And No/100 Dollars($10.00) and other valuable consideration, receipt whereof is hereby acknowledged,hereby grants, bargains, sells, aliens, remises, releases, conveys, and confirms unto the grantee, all the certain land situated in County of Duval,Stale of Florida,viz: Lot 6, Block 4, ROYAL PALMS UNIT ONE, a subdivision according to the plat thereof as recorded In Plat Book 30,Pages 60 and 60A,of the current public records of Duval County,Florida. Subject to easements, restrictions,reservations and limitations of record,If any. TO HAVE AND TO HOLD the same in forever. AND the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances,except taxes accruing subsequent to: 2016. IN WITNESS WHEREOF, the said grantor has signed and sealed these presents lite day and year first above written. OR BR 18061 PAGE 414 OFFLE COP Signed,sealed and delivered in presence of: Witness Signature Jos RPI.. Printed Name of First Witness Kadyn itness n t Grantor Address: 3173 US Highway 17 Printed Name of Second Witness Fleming Island,FL 32003 State of Florida County of Duval THE FOREGOING Instrument was acknowledged before me this 17th day of July, 2017, by Joshua B Plummer and Kadyn Ann Plummer, husband and wife who Is personally known to me or who (_Yr produced driver 'censes as identification. Notary Public: My Commission Expires: [SEAL] vvl*a111111111 �tb'"'Uin5{% ........... e3i 1111111111m Doc ♦ 2017195855, OR RE 18095 Page 2416, Number Payee: 1, Recorded 08/21/2017 at 12:36 PM, Ronnie F\asee11 CLERK CIRCUIT COURT DUVAL COUNTY OFFICE COPY RECORDING $10.00 AIrm; / �F�'�L /7-006 NOTICE OF COMMENCEMENT Seed Flmide Tax Pam Na./r//W—MO County oP Duval To Whum It May Cowan: no undmaped hmeby you taw hnwovemeu will to made to tannin,rz pmpmty,and is nawdwce sub Sectlou 713 oI the Florida Santos,the flawing hubunte0w le AVfe NOTIC80F Q�fM1t�CEMCNT. Lege Dmmiptlw ofp being impmvN: SO-/00 I�/• 1�c-vi7E 'may'- OANrR U L �l Addreu ofpropeuy,being imprpvcd Ovmal dvaipriw ofimpovanevb: A/f.'-L/ Own Pfif}' � L/'/919Y3 AddlweA-s/a�fN (� O wnev'a httmew In,aka Of the imptwemev6—_B1mpk Fa Simpio Tkleholder(Sol,.than ownm): N. ET Con tlPWecton le Addrem: 313 Beah Blvd Jalauu i ll Read P1..3M0 Tclephone No.: 90,1,Nb2566en_g133 Fe No:. . Smay0fany) Addrtu: AmmmtofBwdg Telephone No: FUNe: Name end addrau ofnn,ypee®maki%aIwofortl coa6uctiw.fffiab ovcuam Not.; Addmu: Pbwe No: PEN.: Noun, fpemv Mddv tb&ate offlodda ahm then hiwel(dmigoeadby nwwr up a wham nodca w o0rm dawn®o any b. served: Name: Add m: Telephwe No: Fax No: Jn addition to himael4 owem dmigoatea the following pmaw to waive a copy of-the I z Notla un provided in Soulne, 713.06(1X6),nxlft Stwae. (PW m et Ownm'a optive) N.: Addwa Telephwe N9l: Pu No: expvatiov tinea oPNotlw o[Cwweocemmt(lha explrWon dela h we(1)yar 4om IDe due of reardivg edm_a Mmumt dace In TRIS SPACE FOR RECORDER'S USE ONLY OWNERI ' 9yweL ��� 0.w 8'✓3��� �',. Br yu`E LL Copmy OPPloddyhu Pne.neRY Wprmatl-0� iv1M LL o(Pry �A No[ery Pubhe atisegq [OmwS nanny ofDuvel. My commission mpUea , Pawna11Y 1Cncwu: E ProduadidmM9•stle � Fy LFFBWJII 'i '�, E%PIRFB June V3.3,t1n ., IO�m I i .a City of Atlantic Beach �(3EIV�1EME] NUMBER Building Department 9 800 Seminole Road a (Toilding Department.) Ir, - Atlantic Beach, Florida 32233-544 AUG 21 2W IIS'f{' � I�, Phone(904)247-5826- Fax(g04) 7-5845 E-mail: buildingdept@coab.us BY:_ 1 I Cityweb-site: http:/Avvm.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z60 Soat �Sh o r. De artment review re uired Yes No uiiApplicant: B }So Pock's Planning ng&Zoning Tras Project: IngNA/l� SWtMA4�� pt�I Public woks Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Pemtit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept. of Transportation / p_-r St.Johns River Water Management District 1 Army Corps of Engineers L 8 K) Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ®Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed b : Date: i TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ' ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. [-]Not applicable Comments: Reviewed by: Date: Revised osrftuzon Surfside Pools & Spas 313 Beach Boulevard Jacksonville Beach, FL.32250 �✓ CPC 044080 Pools•Spas•Service Title Page/Index of Drawings Prepared By OTAL LOT AREA: ),404 SO FT Gary Carlee OUSE: 1,242 SO FT August 21, 2017 RIVEWAY NEO: 98 SOFT g $94 S0 FT OOL,SPA,DECK S EQUIP LAO: 594 SO FT 904-246-2666 Ext. 133 ONCRETE PATIO REMOVAL: 28)80 FT gary@surfsidepools.net OTAL NEW IMPERVIOUS: 38)S0 FT TALIMPERVIOUS: 2,384 SOFT MPERVIOUS RATIO: IMPERVIOUS•31.9% Property Owner of In ground Pool Project: Lisa Milhoan 860 Sailfish Dr. Atlantic Beach, FL. 32233 Index of Drawings Pg 1: • Site Permit Plan (Pool Layout and Details) Pg 2 • Survey w/pool, pool equipment, Barrier: Fence and UL2017 Alarms Pg 3 • Survey w/no alterations Pg 4-7: • Engineered pool steel drawings and specifications Pg 8-9: • Simplified Total Dynamic Head Calculation • ANSI/APSP/ICC 15 Worksheet Pg 10-16 • Product Specification Sheets April 20,2017 I ISUILLIN(i YERMI'1APPLIUA11014 CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904) 247-5845 n Job Address: ��/(.lKµ D12- Permit Number. T b� T —oO ifo Legal Description k-60 107-2-5 ",2 1e La ANa] ImtTl Parcel# oolea oft."Sq Valuation of Work$,X00 Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/propoeed structure(q) !(circle one): Conunercial.. ti If an existing structure,is a fire spnnkler system installed?(Circle one): <:N Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: In-Ground Swimming Pool Property Owner Information: 6 Name: Lism- M•LPy Aja Address: NO 7 GFSN 7P- City ,47tAnng/�teFr srateFi zip. Phone_ ow- 7acJ_ 23x8 E-Mail or Fax#(Optional) icF� t/_(r tfe/hamar ne cin �i S'��fc ne/Jed! nrF Contractor Information: Company Name: Scotfam Inc. dba SurtSide Pools• Qualifying Agent:John C. Scott IE Address:313 Beach Blvd City Jacksonville Beach State FL Zip 32250 Office Phone 904-246-2666 Ext.#133 Job Site Contact Number (904)246-3615 Fax# State Cetification/Registration# CPCO-44080 . t#mncttEPfieae# V✓apk6✓K Ch.nO: ' Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address 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 issuanceo apermit andthat all workwill bepe armed to meet the standards ofall laws regulating construction in thisjurisdiction Aispermhbecomesnull and void Jwork is not commenced within sls(61months, or ifcoe=r'on or work is susp¢nded or abandonedfor o penodofrix/6J momhs at arty time afr¢r work is commenced I understand that separate permits must be secured for Etectrlaal'work, Plumbing,SYgns, Welb pools,Fu),no s,Bailers,Heaters, Tanks and Air Condldoners,etc AENRUG TO OWNER: PATO TEOEFA NOTICE OF COMMENCMT MAY RESULTIN FAILURE WICOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH SDI t LENDER OR AN ATTORNEY BEFORE RECORDING YOUk NOTICE OF COMMENCEMENT. ih mus and correct. All provisions oflows and oromances governing this - - ^ter wesone to give authority to violate or cancel the S F j DU1LDING YLI'RM11APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904) 247-5845 f� Job Address: a'1'n I(, FK 14- D12 Permit Number. T b� J `0d(1. Legal Description 21)-(O 11-25 -.290 ffL PAL0111 1/11111 Parcel# F'oor Area of Sq.Ft. q.Ft— Valuation of Work$� ,no 0 Proposed Work heated/cooled non-heated/cooled Chus of Work(circle one): New Addition Alteration Repair Move Demolition 6oUspa window/door Use of ezistiug/proposed structure(s)((circle one):, Commercial. If an existing structure,is a fire spri er system installed? (Circle one): (2D Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: In-Ground Swimming Pool Property Owner Information: 66 Name: Lf ✓h•L/-19 N 60 .Iq Address: 0 G 17 L� City .7[.rt,.rsr �i�GFf- State&Zip Phone E-Mail or Fax#(Optional)_]r'/.r 42 1 C a do/fcd i 1 Ct s oe 0ad/c /1P� Contractor Information: ' Company Name: Scotfam Inc. dba SurfSide Pools- Qualifying Agent: John C. Scott IB Address:313 Beach Blvd. City Jacksonville Beach State FL Zip 32250 Office Phone 904-246-2666 Ext. #133_Job Site/Contact Number (904)246-3615 Fax# State Certification/Registration# CPCO-44080 „4re�AiteerNmne'&�Pheaw# Engineer's Name&Phone# ' Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain apermit to do the work and installations as indicated I cerfify that an work or installation has commencedprior to the issuance ofapermit andthat all workwill beperormed to meet the standards ofdl laws regulating construction in thisjurisdiction. Thispermitbecomes null and void fwork isnot commenced within six(6j/months, or ifconstruction or work is swonded or abardonedfor a period ofsu//6)months at any time Ver work is commenced I umkrstand that separate permits most be securedfar Electrical Work,Plumbing,Signs, Wells,Pools, Purntaces,Boilers,Heaters, Tanks mdAir Conddoners,do WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y6U NOTICE OF COMMENCEMENT. I hereby cerhfy that f have read and examined this licxion and know the same to betrue and correcl. All provisions of laws and ordiwwu gm srnln¢% type of work will be complied with whether sppp���eeeeec'red herein or roc The graining of a permit does not presume to give authoriry to violate or cancel the prwrstom of anry other fe1der'al,state, or!ad law,re da' construction or the performaree ofcomtrucfion. ak Signature of Owner Signature of Contractor Print Name ..........�.........`... _._ Prim Name _.. Cl........- ._ ...._...._ � _...._....v .... ...._...... .._ ............ Sworn and subscribed before me Sworn to and subscribed before me this Day of 2019this JL Day of 20 NiStary Public otary�Paubliic GARY ROBERT CARLEE "rte GARY ROBERT C-A ed 01.26.10 MY COMMISSION g FF9aa317 MY COMMISSIONgFF998377 EXPIRES June D2,2020 EXPIRES June 02.2020 weasel rIRESune D2.ami war 3wo nares AUG 2 1 2011 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) li 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone(904)247-5828 Fax(904)247-5845 pp E-mail: building-dept@wab.us Date routed: OO 'dI I9 City website: hhp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: $lLtlJ Scu:� FShor. JFire rtmentreviewre uired Yes No rr AA Pock Applicant: ® Sal tSt la �PDo1S ng&Zoning Project: 'n 0 o uLnd sw tM M1't-i/l[n p l Works V .Jr Utilities Safety rvices Review fee $ Dept Signature ,,,, ; .„,,,.,s„ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation 7 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 - pp PLANNING 8 ZONING Reviewed by:�/ 6�Date:O'Z3—r 7 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ?f ,,r TREE & VEGETATION AFFIDAVIT City of Atlantic Beach OFFICE COPY _ Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 (P)904247-5800 (F)904247-5845 PERMIT# SECTION I-APPLICANT INFORMATION K Owner(s) r Legal Authorized Agent- NAME OF APPLICANT NAMEOFCOMPANY ADDRESS OF COMPANY 3� 1�Eecr•F. I�14� ,LG��; FL � PHONE Foy-7/6-;466 CELL EMAIL 41dra�ccigAllo4yoIS /10E- CONTRACTOR CERTIFICATION NUMBER ING00 , ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY &0 _SA -fkrCH- Ilanaddresshmwtbemasslgnedmthisproperry,,rontotrtheABBullding0epaanentat(904/147.SMmrequestanaddrea LEGAL DESCRIPTION 0 //2-.)S - 291_ 61n) r I LOT BLOCK SUBDIVISION 4q'��v �a r wS REAL ESTATE NUMBER l-7l]/Q- f) LOT OR PARCEL SIZE 7 f7r)07 SQFT-f . r� AC RESIDENTIAL J,,,'- COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 13, Protection of Trees and Native Vegetatlon'of the Municipal Code of Ordinances for the City of Atlantic Beach,FL and/or 1 have participated In a pne ppllcotion meeting with the Administrator of those regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the obov�c!d or dj an ro erN sin con/unction with thisproject. SIGGNAATT-URE OF OWNER SIGNATURE OF OWNER Signed and swom before me on this B dayof (� '^ ,by Stateof r(- CountyofVdy Identification verified: PERSoP1 Lyy kNovJr1 T Oath sworn: r yes r No FE Notary Signature ;y', " • : MY COMMI1SIO1 p FF 11 REV-TVA-00.71 My Commizslon expires: EXPIRESJumQ2.2020 Surfside Pools & Spas `1rA 313 Beach Boulevard Jacksonville Beach, FL.32250 �•�— CPC 044080 Pools • Spas • Service-- Title Page/Index of Drawings Prepared By IMPERVIOUS CALCULATIONS TOTAL LOT AREA: 7,404 SO FT Gary Carlee OUSE: 1,242 So FT %ISTING SHED: 80 SOFT August 21, 2017 RIVEWAY: 432 SO FT OOL,SPA,DECK S EQUIP PAD: 504 SO FT 904-246-2666 5d. 133 ONCRETE PATIO REMOVAL: 207 80 FT TOTAL NEW IMPERVIOUS: 387 SO FT gary@surfsidepools.net TOTAL IMPERVIOUS: 2,384 SOFT MPERVIOUS RATIO: IMPERVIOUS.31.8% Property Owner of In ground Pool Project: Lisa Milhoan 860 Sailfish Dr. OFFICE Copy Atlantic Beach, FL. 32233 Index of Drawings Pg 1: . Site Permit Plan (Pool Layout and Details) Pg 2 • Survey w/pool, pool equipment, Baffler. Fence and UL2017 Alarms Pg 3 • Survey w/no alterations Pg 4-7: . Engineered pool steel drawings and specifications Pg 8-9: • Simplified Total Dynamic Head Calculation • ANSI/APSP/ICC 15 Worksheet Pg 10-16 . Product Specification Sheets April 20,2017 I ANSI/APSP/ICC 15 Worksheet OFFICE COPY Swimming Pool Energy Efficiency Compliance Information NOTE: These Requirements Apply ONLY to the Filtration Pump Project Name Lisa Milhoan Project Address 860 Sailfish Drive 1w.. Atlantic Beach Pools a Spas a Service Maximum Filtration flow rate calculations Pool water volume 8450 + 360 = 24m =filtration flow rate Is there an Auxiliary load on the filtration pump? Yes FX- No If so,what is the auxiliary flow rate 0 gpm Maximum Flow Rate 24 gpm (maximum auxiliary pool loads or the filtration flow rate, whichever is greater). The pool filtration flow rate shall not be greater than the rata needed to tum over the pool water volume in 6 hours or 36 gpm,whichever is greater.This means that for pools of less than 13000 gallons,the pump shall be sized to have a flow rate of 36 gpm or less Filter Factors: QX (Cartridge .375) E](D.E. 2) ❑ (Sand 20) 36 (Flow rate) . 0.375 (filter factor)= 96 (minimum filter size) Filter Make/Size Jand CS150 Cartrid e Backwash valve? Yes X No Pump Selection from APSP database on Curve A [X (less than 17000 gallons)or C (greater than 17000) gallons)(check one) Pump Model Jandv FloPro FHPM 1 ho - 2 sp Flow Rate(low speed) 27 gpm @ 1725 rpm Flow Rate(high speed) 55 gpm @ 3450 rpm (not required if no auxiliary load) Pump Controls Standard time clock 2 speed time clock FRI Other F Heater Model JX1260P Jandv Pro Series (LP gas) Gas Heater efficiency rating 83 % (No Pilot Light) Heat Pump Model 0 Heat Pump efficiency C.O.P. (High Temp) (Low Temp) Suction side filtration branch piping size= 1 1/2 in. per ANSI-15 @ 6 fps Suction side filtration trunk line piping size 1 1/2 in. per ANSI-15 Q 6 fps Return side filtration branch piping size= 1 1/2 in. per ANSI-15 @ 8 fps Return side filtration trunk line piping size= 1 1/2 in. per ANSI-15 @ 8 fps Notes: suction piping in front of pump inlet must be 4 pipe diameters in length. Must have 18'of straight pipe after the filter for solar. Vacuum line, if installed shall be sized to flow at 8 fps per ANSI-5 and shall be"wi�thclgsing, self-latching cover per ANSI-7. I affirm that the information above is true and correct C�trector�gnature andTechnical Specifications ® FloProne Pumps c= Proxeries >ry2OD5AC. OFFICE COPY .A. yt. 11'/e•� 12V T/.• 7W NSF Bok Holes, Front Edge of Union to Center to Center Center of Bolt Holes Part No. Description Description Max(Up) Rated Pumps Max (Up) Rated,2 Speed Pumps FHPM.75 FloPro Med.Head Pump,230/115VAC .75 HP FHPM1.0-2 RoPro Med.Head Pump,230VAC 1.0 HP FHPM1.0 RoPro Med.Head Pump,2301115VAC 1.0 HP FHPM1.5.2 FloPro Med.Head Pump, 230VAC 1.5 HP FHPM1.5 FloPro Med.Head Pump,230/115VAC 1.5 HP FHPM20-2 RoPro Med.Head Pump,230VAC 2.0 HP FHPM2.0 FloPro Med.Head Pump,230/115VAC 2.0 HP FHPM2.5 RoPro Med.Head Pump,230VAC 2.5 HP FloPro Specifications FHPftq Pump Specifications Model No. I seeaHPVolfege Amps Pipe Size carton Weight Overall Length W FHPM.75 0.75 230/115 5.4/10.8 114-2" 40.6 lbs. 25W FHPM 1.0 1.00 230/115 7.1/14.2 2-214" 412 the. 254! FHPM 1.5 1.50 1 230/115 8.0/16 2-214• 42.6]be. 25X" FHPM 2.0 2.00 230/115 11.2/22.4 2-216• 54.6 the. 274',7 FHPM 2.5 2.50 290 11.5 2Y,-3' 48.6 lbs. 26Yt FHPM 1.0.2-SPD 1.00 230 7.12.9 2143- 40.5 Has. 26-,7 FHPM 1.5-2SPD 1.50 230 8.0/3.0 2143" 48.01bs. 28-d FHPM 2.0.23PD 2.00 230 11.1/9.5 2553" 52.916s. When Installing pump provide the following:1)a minimum of 2 h.of clearance above the pump for removal of strainer basket and 2)a minimum of 8"of clearance behind the motor for removal of motor. www.ZodiacPoolSystems.com FloPro' Specifications FHPM Replacement Motor ulde FHP Mounting Configurations Suction Side Height Pump Fright MM mp Model A•O.Smith ' arson Motor FHP Pump ithout ase 7 12 Centur' Motlel Technologies Motlel 5 852 852 [PH Pump ith ase BVd 131,4" Pump ith ase 853 853 Spacers 9'A 14W 854 B54 859 859 FHPM 2.5 840 . 840 -2SPD 80 980 OFFICE COPY .2SPD 982 982 2SPD 983 983 Minimum Wirs Si�c(A 9) For FHP Distance Irom Su -Panel Recommended0-50 Feet 50-100 Feet Pumps 100-150 Feet 150 Feet-200 Feet reach Fuse AMPS Model Class CC, , Voltage Voltage Voltage Voltage H,srr ,R ,orT 2 O VAC 115 VAC 2 0 VAC 115 VAC 2 O VAC 118 VAC 2 O VAC 1115VAC 2 OV 115 VAC FHPM 0.75HP 15A 15A 14 12 12 8 10 8 8 5 FHPM 1.0111P l5A 20A - 14 10 10 a B 8 8 4 FHPM 1.5HP 15A 20A 12 10 10 8 8 fi 8 4 FHPM 2.OHP 15A 20A 12 B 8 6 8 4 8 3 FHPM 2.5HP 15A /A 12 /A 8 /A 6 /A 6 /A FHPM 1.014P-25pesd 15A /A 14 /A 10 /A 8 /A 8 /A FHPM 1.SNP-2-Speed 15A /A 12 /A /0 /A 8 /A 6 /A FHPM 2.10HP-2Speed 15A I /A 1 12 /A 8 /A 6 /A 6 /A -Assumes three 3)copper conductors in a buried conduit and 3 me imum voltage loss in branch cimuit.All ationalleclrlcal Code "C) and local codes must be followed. able shows minimum wire sl a and branch fuse recommendations for a typical installation per 'C. Tout Dpamc FloPro Series Pumps Pounds Per feed (Faatorwatat Mat-Rated(FHPM) souse Inca tm P80 +to IN ao Is eo es as eo IN m a a m to t A Ilra to ° i pW YI W a m a o to m m u w m m m m IN no IN IN loo IN IN IN tm IN an tlo too No zso sta Flew,MY,G.W.Per YIMn1 (am) 2011 Zodiac Pool Systems, no.SA6220 0611 Z AC is a realstered trademark of Zodiac nternasonal.S.A.S. ..used under license. AW AOUAPURE Water Purification system .,..,,,, OFFICE COI✓ Zodiac-2'x 2%" universal unions Ruthenium coated Digital salinity reading titanium electrodes for Flow,temperature, long-term reliability and status readings /1Q�I7 p rrm Exclusive technology 1 �e7 �'7 V G technology WATER PURIFICATION commercial-grade construction ' Installs horizontally or vertically,in-line or ase 90 elbow THE HEAVY-DUTY t AquaJ'zzre � I STANDARD FOR MAXIMUM t> h Heavy-duty,pea wker- PERFORMANCE coated steel enclosure _ Easily integrates AquaPure®salt-water sanitizing systems use salt-water AutkOanqua �"�amtnSysteem to deliver high-performance commercial-grade water Removable Tri-Sensor and sanitation with uncompromised performance, reliability, contest assemblies for and hydraulic efficiency. improved serons iliy )>Robust Features Mptlet PLC200 PLC1400 • Automatic self-cleaning feature,which ensures consistent Pool Size. Up to 12.001)gallons upto40A000a0gns operation and extends the life of the cell. Input 121)M.5160 Hz,1.5 AMPS 120VAC 51dOHA25AMP5 • Professional-grade,ruthenium coated titanium electrodes for 240M,51601-1z,11.75AMP5 260 VAC,50/60 Hz,1.25 AMPS output 22-W WC 03 AMPS mmmum 22-30 VUC 06 AMPS m•slmum long-term reliability. Chlorine 0.6251bJ26 Hr.12W giy4 Hcl 1.25 IQU He 1567 gWU Hr.) • Exclusive Tri-Sensor technology—reliable electronic water Recnmmentletl Rate 20-120 GPM 20-120GPM Flaw flaw detection to ensure maximum performance. *Pool sizes are generalizations and may vary with environmental • Digital salinity read-out for accurate sell level indication conditions.Pools with greater exposure to sunlight may require greater • Flow,temperature,and status readings provide instant feedback chlorine production capacity. on the current operation. •a a •Easy Integration Exceptional Hydraylic Efficiency • Seamless communication with Aqualink°Control systems, 6.00 enabling easy monitoring Of salt levels and convenient,precise sanitizer output settings. 5.00 Lea mg • When combined with PureLink`power centers.Aqual-ink and Competi r AquaPure work together for the ultimate in pool sanitizing and c 450 401, J remote operation convenience. .o y 300 z Lead tg y Com efitur u. 2.00 15k ta1) PLCi4GG ❑0 . ••O Zodiac Poel Systems,Inc. PL C700 e 2620 Commerce Way,Vista,CA 92081 0.00 1.800.822.7933 1 www.Zodiacl000lSyslems.com 0.00 20.0 60.0 60.0 80.0 100.0 1200 .................................................................................................. . . . a WPW OZodiac Pool Systems Canada,Inc. Lower head loss-more efficient 2115 South Service Road West,Unit d3,Oakville,ON L6L 5W2 1.888.667.4004 1 .1odincPoolSystems.ca •e, 01altIolurPaolSpnams.Mr.SL6605RwRa112 _ ZODIAC® tlOflm NS WTV40,ba registered nea•m•rk of been lnlernatimul.SASM..unit under lk•ne. all .her IndemaIXs used Mnin.•n the pnp•M el as it nood.W ennm. VGB 7-3/4" NOVA POOL DRAINS 11` VGB :MP 25513-26X,25513-4X0,25513-5XX,25513-6X0,25515-5X0,25516-26x COMPLIANT 15516-4XX,25516-5X0(,25517-5XX,25539-5)0(,25539-6XX,25548-SXX lead and keep these Instructions for future reference. wmsw OFFICE C O P Y 9lways plumb and install all suction fittings according to all building modes that apply in your area. YARNING: The suction fitting and fasteners should be inspected for damage or East penng before each use of the facility.If the fitting/cover breaks,is damaged,or is nissing,shut the system down immediately. Missing,broken,or cracked suction finings must be replaced before using this facility.Use of the system with damaged, xse,or missing covers may result in serious injury or death. VARNING:Never exceed the maximum allowable flow rate stated on the suction fitting. In the event that one suction outlet is completely blocked,the remaining uction outlets)serving that system MUST have a flow rating capable of the full flow of the pump(z)for the specific suction system. :AUTION: Children should never be left unattended at any time in a swimming pool,spa,or bathtub. Be sure the temperature of the water never exceeds the nanufacturees recommendations. he maximum flow rating for this suction fitting with IS"plumbing is 118 GPM(Wall)and 140 GPM(Floor). The maximum Flow rating for this suction fitting with 2" dumbing is 118 GPM(Wall)and 150 GPM(Floor). This suction fitting is 40 lesigned for installation on side wall or floor of hot tubs or pools in conjure- MEADLoss p pump. DO NOT adapt suction ion with at least one other suction fittingper u (PAX 10' I fitting to any pipe ted smaller than ASTM 1gu SCHse PVC. Field built sumps 20 hould Standard. o per ANSIllocal-16 Figure2(seebelow)found l page i of the Standard. Contact your local pool and spa professional for all vl£tenzing instructions and recommendations. Open area of cover is 14.57 0 FLoW 1.) 70 100 130 160 RUW°rmyrery-,µ°ubtlpmNkEbrthmi¢Wj Dols Needed: Phillips Head Screwdriver REPLACEMENT PARTS NSTALLAnON INSTRUCTIONS •Raplxev9lhm]im1aIIM years or knmmlmy upon eNdenca d degradation or danage. Install sump provided or construct sump per -e indimUs caorusi,g digxs 0-9,see analog torcdor miennn ANSI/APSP-16 Figure 2(zee below) 25513-26X 25513-4XX 25513-5XX If mounting frame is provided,secure it in concrete or plaster. Sump 25513-250-010 Sump 25513-300-010 Sump 25513-(n"10 Use mounting screws to secure cover to frame or sump. Plug 25513-250-020 Plug 25513-300-020 Hug 25520-050-010 Cover 25539-7XX-011 Cover 25539-M-011 Cover 25539-7XX-011 Screw 61009-083-212 Screw 61009-083-212 O-Ring 26100-580.355 Screw 61001 I 25513-6XX 25515-5XX 25516-26X ° _---------I ° Sump 25513-110-010 Sump 25515-010-010 Sump 25516-250-010 °•y °� ---"---' Plug 2 5 520-05 0-010 Plug 25520-090-010 Esdension255164000-020 R r Cover 25539-7X%-011 Cover 25539-]XX-011 Plug 25513450-020 O-Ring 26100-580-355 Ring 25532-70X-000 Cover 25539-7)CX-011 Screw 61001-083-212 Gasket 25515-000-011 Screw 61009-083-212 Reducer 25520-020-000 Screw 61051-052-028 ° 25516-4XX 25516-5XX 25517-5X0( Sump 25516-300-010 Sump 25516-000.010 Sump 25518-000-010 n ° Extension 25516-000-020 Extension 25516-000020 over 25539-7XX-011 Plug 25513-300-020 Plug 25520-050-010 Screw 61050-098-025 iu we��a�i,,.,:iON•r,� Cover 25539-7XX-011 Cove 25539-7X%-m1 w,moo-°'+�-�'°�a••rw+•w mow, Screw 61009-083-212 O-Ring 26100-580-355 Screw 6101 9STALLATION NOTES: 25539-5XX 25539-6XX 25548-SXX Mount suction outlets on the wall or floor. DO NOT locate suction outlets on Frame 25539-000-020 Frame 25539-100-010 Ring 25532-70%-000 rating areas or on backrests for seating areas. Cove 25539-]XX-011 Cover 25539-7XX-011 Cover 25539-7X%-011 Always use multiple suction outlets. DO NOT use with single drain applications. Somw 61009-083-212 Screw 61059-0484119 Screw 61004-083-2121 se with single drain applications will void any and all warranties. When using two or more suction fittings on a common suction line,suctions must be separated by a minimum of 3 ft or they must be located on two different lanes(i.e.one on floor and one on the wall). To reduce the nsk of drowning from hair and body entrapment,install suction fittings with a marked flow rate in gallons per minute that exceeds the flow rate of fur system by at least 25%. Increasing size of the pump may increase flow rate of suction beyond rated safety limits causing entrapment or death. CMP drain cowers are only certified for use with CMP sumps and frames. Do not mismatch with parts from other manufacturers. DANGER Hair or body parts blocking the spa or pool suctions may become trapped and held against the suction fitting.Keep hair and clothing a minimum of 12 inches from all suction fittings and drains at all times. Entrapment against the suction fittings can result in drowning or other severe injury.Never sit on or lean up against suction fittings. 1711,6 CUSTOM MOLDED PRODUCTS 136 HERRING ROAD, NEWNAN, GA 30265 1 WWWC-M-P.CON Additional f=eatures I �Y Corrasion-resistant I Venturi driven air andReliable,balanced ! Differentiated limit Corrosion-resistant stainless steel header f gas mix for enhanced Flow and temperature switches meet temperature sensors bar for extreme heat performance. control with thermal applicable product for reliable operation. exchanger durability. regulator valve. safety standards. i INLET SIDE FRONT ]5.4" _ 19Dcm7 EICOW Met .I •� T , •f ' '�C�' 'Dptianallnkt E49' 265" 169 cml - -x _ lar 141 cm) rrll / 10.17 _ �w- 116cm1 � ~I 22.1•---+i OullN (56 cent 5.1" Sivenanam Bayaaa hDcml ISS cmI NOTE:Dimensions are identical on all heater models Available in the Following Models Model Number Firing Rate Gas Type Width Vent Diameter- Depth Height Weight Minimum GPM Maximum GPM JXi200N 20OK BTU Natural Gas 22.9" 6"115 cm) 22.1" 26.5" 117 Lbs. 30 100 JXi260N 26OK BTU Natural Gas 22.9" 7"118 cm) 22.1" 26.5" 120 tbs. 30 100 JX14O0N 399K BTU Natural Gas 22.9" 8"120 cml 22.1" 26.5" 126 tbs. 30 100 JXi2O0P 20OK BTU Propane 22.9" 6"(15 cml 22.1" 26.5" 117 lbs. 30 100 JX126OP 26OK BTU Propane 22.9" 7"118 cm) 22.1" 26.5" 120 tbs. 30 100 JXi4O0P 399K BTU Propane 22.9" 8"(20 cm) 22.1" 26.5" 126 tbs. 30 100 JXI4O0NK 4O0K BTU Natural Gas 22.9" 8"(20 cm) 22.1" 26.5" 126165. 30 100 with VersaFtote JXIVFKITa• JXi VersaFto Accessory Kit •Minimum wen pipe aae mr caleem nMawBens. Seen. 4 unitsper rp O 4 units ppatfet Zodiac Pool Systems,Inc. i Zodiac Pool Systems Canada,Inc. 2620 Commerce Way,Vista,CA 92081 2115 South Service Road West,Unit q3,Oakville,ON L6L 5W2 1.800.822.7933 1 www.jandy.com i 1.888.647.4004 1 www.ZodiacPoolSystems.ca O2016 Lvtl1u Pool Sysbms,lnc 2001AC®is areBisieretl lratlemarkolietliac lnlernalional5A5.U.,vaetl untlerllanu. All eNtt Irotlemarks u tetl M1afaN aro iM1e propprry e I iM1elr ren petlivn ewnen.5 Ld]55 Rev E 0116 Technical Specifications Jared ® CS Series Filters c �� Pro�e� OFFICE COPY 14W A T Part No. tB'h' Description CS100 CS Cartridge Filter 100 Sq.Ft. Model No. CS100 CS150 CS208 CS250 Filter Area 100 fF 150 fP 200 M 250 ft. CS150 CS Cartridge Filter 150 Sq.FL Design Flow Rete 1 gpmBP .859Pm4N .625 ggNM S gP� CS200 CS Cartridge Filter 200 Sq.Ft. Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm CS250 CS Cartridge Fitter 250 Sq.Ft. Six(8)Hour 36,000 45,000 gal- 45,000 45,000 gel- Cepwlry gallons brre gallons lore CS Filter Head Low Curves Eight(8)Hour 48,000 60,000 gel- 60,000 60,000 gal- Capacity gallons Ions gallons Ions Normal Start Up 6-15 PSI 6.15 pal 6-15 psi 8-15 psi a Pressure a Max.Wwldng gg Pa 50 Psi 50 pal 50 Psi Pressure Desgna 0ea1, Cartridges s Premium Required 1 1 1 1 fin Liu 2 M-P T md) (Pel) Shipping Weight 281ba 28 Its. 34 Its. 36 Its. Height(W) 32W 32W 4215' 4215' 2 0 0 0 90 60 W 120 Ca15e FbaaW(sar) Ca200 — C82a0 — osim www2odiacPoo1Systems.c0m 02011 Zodiac Pool Systems,Inc.SA0259 0611 ZODIAC Is a registered trademark of Zodiac International,S.A.S.U.,wed under license. POOL AND SPA BLOWER 1a: y POOL AND SPA BLOwEr Ouieter Operation Built-In Check Valves Less equipment noise- Integrated valve for a more peaceful prevents water damage backyard experience to blower motor High Performance Easy Installation Industry-leading air Convenient bottom mount pressure creation with included wall bracket ;ma for powerful, invigorating bubbles •1096drodo.i.eductiuncwmioacad roaeadymeldw.r a noe,_ Model Horsepower Voltage Amps •a_ rSet e3 PSB710 1 HP 120 6.0 PSB115 1.5 HP 120 7.9 PSB120 2HP 120 9.7 PSB210 1 HP 240 3.0 PSB215 1.5 HP 240 3.9 PSB220 2 HP 240 4.9 Performance Curves 160 HZ1 Pressure H2O 130 Model Max Back Pressure Ilnrh.ofwated120 PSB110 110 PSB210 — 40" too 90 PSB115eo PSB215 — 50' 70 See, aaaaa PSB1206° PSB220 65" so 30 20 to Zodiac Poet system;Inc. ° 0 10 20 30 40 50 60 70 80 90 100 110 120 130 ISO 2620 Commerce Way,Vista,CA 92081 Air Flow Rate IsecNl 1.800.822.7933 1 www.zodwc.cdm ....................-.............................-_............ _—__.__..�...... Zodiac Poet Systems Canada,Inc. Clint Ze ac Poet System;.Inc.SUM RaA 0117 2115 Sduth Servica Read West,Unit N3,O.Wtte,ON L6L SW2 Z0aY0eas M1.1credtrademere m Zodiac lm.mee1ML"S.U.uW undo 1.088.647.40041 www.zodiac.com/en.a/canade mann.mt thennd.m.re.used h.re..,a me P.P.M enher resp.cllev a.mec. i � r J p NW OFFICE COPY o � W » in cn w 0 0 6"WALL = zcaQ to w to Lo Wows U O m LLIZ Z Fw- Z #3 BARS @ 12" _3 w O.C. EACH WAY U a cn � Uoao 6" CONCRETE FLOOR NOVA(2)DRAIN WITH HYDROSTATIC RELIEF VALVE CONCRETE COLLECTION TUBE PAVER DECK LONGITUDINAL SECTION N.T.S. WATERLINE til HIM 1111-1111=111 • 1111=1111=11ff=1111= C, 6" CERAMIC TILE ^111=1111=1111=1111 cn III=f11=1111=1111 • =1111=1111=1111= o #3 BARS @1111=1111=111= 0. 12"O.C. EACH WAY =1111=1111=1111 U) fl-11=1111== 6"WALL W_ TAMPED INTERIOR FINISH EARTH (EXPOSED co AGGREGATE)-� -� M w u- z a o v . #3 BARS @ 12" 6"WALL 6 o z¢ x w w O.C. EACH WAY m m J 6"CONCRETE FLOOR WALL SECTION i aJ < NOVA DRAIN WITH a a GRAVEL HYDROSTATIC RELIEF VALVE NOT TO SCALE I co c o a N J OD Q C7 COLLECTION TUBE z o zo CRASS SECTION W 0 cn w co a N.T.S. o ,x o W 0w aZ) Q 0 ¢ cn cn AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE#8 AWG BARE SOLID SAFETY BARRIERS: PERMIT PLAN COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES T 6 INCHES BELOW SUB GRADE,AND 18 INCHES TO 24 INCHES FROM INSIDE THE WA L OF A SWIMMING POOL FENCE AND ALARMS UP o OR SPA WILL BE USED. TO POOL SAFETY CODE. POOL 27' 4" X 15' 0" > Florida Building Coati s'°Edition(2014)Residential W/ 3 WALL RETURNS z Conforms to chapter¢2 SPA 6' 0" DIAMETER O N w W & DIMENSIONS TAKEN W/ 4 SPA JETS Qom.. v '_ C Q 2011 National Electrical Cade Z' 2 t- f- FROM EDGE OF WATER w CO Uj .' NO OVERHEAD ELECTRIC IN POOL AREA TO PROPERTY LINE O " a.. C=7 =U' • NO UNDERGROUND UTILITIES IN POOL AREA N < = Q • FINISH GRADE TO.SLOPE AWAY FROM POOL MCMP VGB-2008 COMPLIANT W 0 W O POOL • VGB COMPLIANT AIN DRAIN SPA DRAIN U t7 � Q iii • DRAINAGE DETAIL-FINISH GRADE SLOPE AWAY FROM POOL Z w 0 U j • GROUNDING&BONDING DETAIL 1 3'o"MINIMUM v VQ 0LjL m 3"TEE > O J w F- Z H Z 3'P_IP_E_.-_I�_, 3"-PIPE I >1 Q C9 Z Q z Q PROPERTY LINE g a--.--_� U Q O of w Q cn a U 0 d O 3"X 2Yn"RED. z BUSHING O `fl DRAINAGE EASEMENT I.-2%"TRUNK r TO EQ. M ------------------------------------------------------ r_---------------------------------------------------------------------------------- w Z N M U SYMBOL KEY: n o � z DRAINS: S n a F ISTING ; MLIGHTS: DED m Z m SKIMMER: 0 m z s 12'4" : � p N INSULATED#8 BOND WIDE IN SPA JETS: 23' 2 1 LI" CONDUIT FROM LIGHT NICHES '� S Q LU 376 S FT DEEP 29' CK BOX.LIGHT M Z Q 5 s" 1 GFCI PROTECTED. ; N NEW IMPERVIOUS i DEEP , +G 2-1/2"THICK CONCRETE PAVERS---_ r I PLUMBING LINE FROM POOL MAIN RAINS TO POOL EOUIPMtNT N - -. N N Z ai �---- ---------- -- -----� LINE'MBING OM POOL ' , ' PKIIMME TO POLL EQU PMEN N r -J------------- -------------- -------- ---- 207 SQ FT DRAIN PER FOO' M ,'I�---------------------RAIN SLOPE 1 4" EXISTING i_ - J------------ PEM9X---- ------- --------moi ; a - -- --- IMPERVIOUS 36` :I I BARE#8 BOND VIVRE ATTACH .� TO POOL STEE4 O y CO CONCRETE DECK ;i; M REMOVED BY 36 LN_FT DECK_ i ; / z CY) �' � I� 1!- Z c� OTHERS DRAIN SLOPE 11V' RAIN SLOPE 1/4" i ; 3 2 0 w ULL. PE WAY WAY Z > Y 0 Z < w RESIDENCE � Z z Q z w s 1 J O (� m J J J D- a j JCT BOX i GAS m: rn Z Q >- d OS V69OVd dInm v mo3a vdS ' POOL EQUIP(HENT FILTER HEATER D tan co J O Q �bS Z£b �AVM33X5 PAD ; OS 96 :a3HS JNI • Z N o a c� 1 i�S ZtiZ`6 :3 ' MaiX p 0 1 bS vov,L :vamv 10"I"11 o POOL WITH STUB OUT CLEANER, 0 w iii 0 w S 011ydlf owo snO1AM3dW1 ; WALL RETURNS,THERAPY JETS i° z w > w AND HEATER Z 2 w o w z FILTER SCHEMATIC (NTS) O w o Q ' m O a Q to UA Z IAP SHOVING SURVEY OF �. �.,J LOT 6, BLOCK 4, ROYAL PALMS UNIT ONE AS RECORDED A so' F I S ' e IN PLAT BOOK 30, PAGES 60 AND 60A OF THE • RIGHT OF WAY PAWED PUBLIpD " " V CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. fouHo — S:1 'A*mw , , OFFICE COPY cp 79.r,7' FIELD tiNas7o'o2"w ~ 5'2( ssWo2'E eoss• 80.65 '02�F 80. iFWLDI ! WATER ' D� Pfau „o CAP 1 UETEFi --— -- — LOT t WON 0.31 — S85-20'02"E Fouw Ho CAP t 1 � ( �ne•are ao.ar Fao o s5' - LOT 7 ts.a• gat '`'—�------ t w i+ t I h mas 3 LOT 5 i i3'_eUtz)I G AESiR/CiION 6WE � � j LOT 4 !C7 v1l 1 UK} 11 14.8• O 91 0) j1 15.3 O_ f o.t 0) 9 of wi 1 °t 1 STORY FRAME i pi r Q o X RESIDENCE No. 860 Wto r. Q uwsxc ix A O! f FUCE BARRIER: FENCE & UL2017 ALARMS o0f it momco s d• Wt xa.rtrwa . vwnr.axusnv d ' �wrm ,a,« 1ZVw?I _ tin w xnu.nt z v IMPERVIOUS CALCU 10 0 40 I ���.� JCK RNs l ! ads „OsgR TAL LOTAREA: OUSE: 7.244 SO FT s SCALE: 1" �- 20' t O 1I STING SNED: 96 S sQ Fr i sQ FT 1 OI RNEWAY: 432 SO FT t ' I.,SPA,DECK&EQUIP PAO:594 SO FT ll ONCRETE PATIO REMOVAL; 207 SO Fi T OL O�~O I O�EASEM "-'•'�—+—•.. OTAL NEW IMPERVIOUS. 391 SQ FT sEr z ><tont '� o s• E T.,rdR'°'DR NAGE diU;lU71ES i.:'" -'a� 0 �_ ~_ $0.65� t'c�iA)N F c.—.-sem.. ( N85�1'19'W 80.88' Fl�DT tlNK a`3' CAPS REeui; - LOT 25 1 + —-- 1 ! LOT 26 � A IA t t LOT 27 ----- NOTES —NOTES NO3O a3nva 1. THIS IS A BOUNDARY SURVEY. 3aV3NC* 2• BEARINGS ARE BASED ON A THE PROPERTY SHOWN HEREON APPEARS TO LIE UNE FROM THE NORTHWEST CORNER ot= LOT 7 To THE THIS SURVEY WAS MADE FOR THE BENEFIT OF IN FLOOD ZONE "X" (AREA OUTSIDE TH 500 NORTHEAST CORNER OF LOT 6 BEING SOUTH STUART ASHBY—FORE. YEAR FLOOD PLAIN) AS WELL AS CAN E 857002 EAST. AS PER PLAT. DE RATE 3. 25 FOOT BUILDING RESTRICTION UNE SHOWN DETERMINED FROM TI4E FLOOD INSURANCE a - AS PER PLAT SCALE: 1120" = 1' MAP COMMUNITY PANEL No. 120075 00 1 D. 4. EASEMENTS SHOWN AS PER PLAT. REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY. FLOR DA. DOfv W. BCIATWRIGHT. P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED FLORIDA UC. SURVEYING do MAPPING BUSINESS No. LB .3672 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.' BOATWRIGHT LAND SURVEYORS9 INC. CHECKED 8Y: DRAWN BY: swc `LLE: 20113-02041500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: MARCH 22. 2013 SHEET t OF t WATER LINE JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC HEAD DECK OVERPOUGENERAL NOTES. CALCULATIONS AND EQUIPMENT SPECIFICATIONS --I-�-�"I-- BRICK COPING 1. POOL 15 TO BE BUILT TO COMPLY WITW FLORIDA, COUNTY AND CITY BUILDING CODES. AND DOCUMENTATION ARE TO BE PR VIDED BY THE 2.ALL METAL_PARTS WITHIN 5 FT.WILL BE GROUNDED POOL CONTRACTOR FOR EACH PROJECT. THE POOL i� AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED BY LOCAL INSPECTOR. CONTRACTOR MUST USE THE MAXIMUMFLOW CAPACITY S.FILTRATION SYSTEM WILL NAVE SUFFICIENT CAPACITY OF THE SELECTED PUMP AND PROVIDE HYDRAULIC 2-05 SAPS 1-#3 BAR CONT. TO PROVIDE A COMPLETE TURNOVER OF POOL WATER CONT.IN 6"OF WATER IN 5"THICK BOND IN(12)TWELVE HOURS OR LEW. CALCULATIONS FOR TDH TO DETERMINE PROPER 8"X8"BOND LINE TILES BEAM 4.POOL CONSTRUCTION TO BE TWE SAFE REGARDLESS PUMP AND PIPING SIZING. THE MANUFACTURER'S BEAM OF SIZE AND SWAPE.IF FILL 15 REQUIRED FOR 2 FT.TO EQUIPMENT SPECIFICATIONS AND OTHER DOCUMENTATION -�-I-- —�� 4 FT'OF WALL HEIGHT THEN WALLS WAVE TO BE REINFORCED WITH ADDITIONAL STEEL(8"O.C.BOTH WAYS) FOR PUMPS, FILTERS, HEATER EQUIPMEENT AND MAIN AND/OR EXTRA WALL THICKNESS(e"To lo'7 POOL SWELL 3000 P51 PUMP MIX CONCRETE S.ALL PVC PIPE WILL BE SCHEDULE 40. DRAINS AND COVERS ARE TO BE SU ITTED FOR PNEUMATICALLY APPLIED. 6.ALL METAL FIXTURES AND POOL LIGHTS TO Be BONDED 5"-i"IN VERTICAL WALLS(TYP) ALTERNATE BEAM REVIETO POOL STEEL AND GROUND WIRE. REVIEW AND DOCUMENTATION FOR SI INC THE CIRCULATION SYSTEM. 6'-8"IN COVES AND FLOORS(TYP) FINISH DETAIL I.POOL ALARMS Do NOT NEED TO BE I•IARDwIRED 2500 MIN.GUNITE MAY Be SUB51r1UTED FOR 3000 PSI CONCRETE S.SOIL CONDITIONS'AT POOL LOCATION ARE ASSUMED W TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING. ,, + RETURN LINE q• TERMITE CONTROL WILL BE APPLIED UNDER ALL v POOL DECKS. SKIMMER IO.ALL PUMPS AND FILTERS WILL BE ANCHORED TO A U� ■ CONCRETE PAD WITH TAP CON ANCHORS. �.i_ II. ALL POOL AND SPA SUCTION INLETS SHALL SR PROVIDED O WITH A COVER TWAT HAS BEEN TESTED AND ACCEPTED BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH ANS.IJASII.E.A112.Iq,8M,"SUCTION FITTINGS FOR USE IN RECIRCULATION PUMP UNDERWATER LIGWT VRETURN INLET SWIMMING SW�1� 5,SPA5,WOT TUBS,AND WHIRLPOOLS BATWTUB ml 12.THE POOL DESIGN W1LL MEET CHAPTERS 42 AND 45 OF TWE 2014 FLORIDA BUILDING CODE 5TH EDITION. SKIMMER SUCTION Z j 13.RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION. OWLORINATORI.11 MAIN DRAINS MEET THE VIRGINIA GRAEME Q 14.POOL CONSTRUCTION WILL MEET 2011 NATIONAL ELECTRIC MAIN DRAIN G 10 BAKER POOL AND SPA SAFETY ACT. CODE.BEE 680.26(5)(2)(b)FOR PERIMETER BONDING OFFICE C O ry\/ CONDUCTOR.LEAST ONE(U +�8 AWG BARE SOLID COPPER POOL �+ T FILTER 5- O 8'-05 M3 REBAR 1IDENTIAL 2"O.GB.H.OVER 8'-oOL$UP TO A WATER" H SPECIAL ENGINEERING 15 REQUIRED AND IS NOT A PART OF T14I5 DRAWING SPECIFICATIONS.WALL THICKNESS SHALL PROVIDE CODE COVER OVER RETURN INLET REINFORCING.FOR OVER 8'-0"A SPECIAL DESIGN WILL BE REQUIRED. REVIEWED FOR CODE COMPLIANCE-RESIDENTIAL POOLS S1 oL COMPLY WI INGROIIND POOLS. RETURN LINE CITY OF ATLANTIC BEACH ANSI/APSPACC-3 2014 FOR PERMANENTLY INSTALLED RESIDENTIAL 5PA%AND AN51/APSP/ICC--1 2013 FOR SEE PERMITS FOR ADDITIONAL SUCTION ENTRAPMENT'AVOIDANCE STANDARDS. I, AND REQUIREMENTS AND CONDITIONS SWIMMINGI PO LAND SPA ENERGCC-15A 2015 Y STANDARD FOR TYPICAL SWIMMING POOL IT. DO NOT USE OR OPERATE POOL OR SPA IF TWE SUCTION e REVIEWED BY: DATE; 2 FITTING 15 MISSING,BROKEN,OR LOOSE. LOW IF THE SUCTION INLET SYSTEM,SUCW AS AN AUTOMATIC PROFILE CLEANING SYSTEM,IS A VACUUM CLEANER 5Y5TE1 WHICH a JUNCTION VARIES WAS A SINGLE SUCTION INLET,OR MULTIPLE SUCTIONS INLETS e BOX_ 4 O SWIM WHICH CAN BE ISOLATED BY VALVE5,THEN EACH SUCTION MIN. OUT 6»X6» +�3 BARS GRADE 40,12"O.C. INLET SWALL PROTECT AGAINST USER ENTRAPMENT BY EITHER n VERTICAL AND 4"THICK CONCRETE DECK AN APPROVED ANTI-VORTEX COVER,12"X 12"GRATE OR LARGER W ––_ – CERAMIC TILE HORIZONTAL(TYPJ q»/W/FIBER MIX 2500 PSI OR OTHER APPROVED MEANS. o U 3 (V WATER-INE COMPACTED 501L UNDER : CONCRETE DECK PARKER MYNCNENBERG 4 A5500, INC. a �' 1/2"MARGITE � � M2gPROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS -0 i0' . DGEWOOD AVENUE HOLLY HILL FLORIDA 32118 16 UL APPROVE? FINISH _......–– ._ (386)6'1'1-6841 FAX(386)611-2114 UNDERWATER LIC-44T ___ _–– ^ — ... N 03 BARS 12"ON CENTER ............ EACW WAY(GRADE 40) TWE MAIN DRAIN PIPE INVERT NEEDS TO BE 15 TIMES TYPICAL THE DIAMETER Dowty FROM THE TOP of THE o / RESIDENTAL SW/POOL a TO THE MAIN DRAINN BOX. MAIN DRAIN GRATE TO THE TOP OF THE MAIN DRAIN PIPE, THE PIPE COMES IN VERTICAL p MAIN DRAIN W/RELIEF PLUG OR 2" DESIGN FOR ^ ood0 o HYDROSTATIC RELIEF VALVE,IF REQ D. IF THE MAIN DRAIN PIPE COME5 INTO TWE `\- POOL SWML 5000 PSI FUI•P MIX CONCRETE SURFSIDE POOLS MAIN DRAIN BOX HORIZONTALLY,THE COVER DEEP - FLOOR 4 ROCKBED PNEUMATICALLY APPLIED. 313 BEACW BLVD. FROM THE TOP OF THE GRATE TO THE TOP WALL INFORCEMENT 5"-l"IN VERTICAL WALLS(TYP) NOT AL10 WIr,4OU'f JACKSONVILLE BEACH,FLORIDA 32250 8 OF THE MAIN DRAIN PIPE NEEDS TO BE IS 6•-8"IN COVES AND FLOORS(TVP) 055ED SEAL. q04-246-2666s TO SL BREAK- 2500 MIN,GUNITE MAY BE SJBSITIUTED www.SurFSIdoPools.not z TIMES TWE DIA.OF THE MAIN DRAIN PIPE. N3 B o 12"ON CENTER,EACH WAY<?A'DEEP State License GPG044080 s 1-1/2 TIMES THE DIA. 03 B o 6"ON CENTER,EACH WAY>'7.0'DEEP AND OVER. FOR 3000 PSI CONCRETE } y 1-1/2 TIMES THE DIA. t– THIS SIGNED AND SEALED SWEET 15 TO BE USED AS A MASTER c I FILE Copy. IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE 1 I t– SECTION YEAR EXPIRING ON 12131/11. IF THE FLORIDA BUILDING CODE a I 15 ALTERED OR MODIFIED BEFORE THAT DATE,THIS DRAWING MAIN I DRA N I MAY BE RENDERED VOID. DRAIN FEB .2,.1 2017 W O PARKER NCWENSBW,P.E.#32643 W SHEET I OF 4 i BONDING CONDUCTOR POOL BONDING NOTE5: 8. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR A5 FROM POOL OR APPARATUS 1. EaJIPOTENTIAL BONDING OF PERIMETER SURFACES REO VIRES SHOWN,4 LOCATIONS,MINIMUM AT EACH SEPARATE BODY OF WATER,USING A 08 AWG \ COPPER CONDUCTOR;MINIMUM 08 AWG BARE SOLID COPPER BARE SOLID COPPER CONDUCTOR-FOR NON-CONDUCTIVE POOL SHELLS,BONDING CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETEF AT 4 POINTS SHALL NOT BE REQUIRED. SURFACE OF THE POOL FROM IB"TO 24"FROM THE INSIDE WAL 5 OF THE POOL AND WHICH IS SECURED WITHIN OR UNDER THE 9. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF PERIMETER SURFACE 4"TO G"BELOW 5UBGRADE.THE PERI THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SH L NEC 68026 (VERIFY LOCATIONS)USING 08 AWG BARE SOLID COPPER WIRE. AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. 10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF AND SPA AND THE THE POOL METAL STRUCTURES,INCLUDING,BUT NOT LIMITED TO,ALL 2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE Y LISTED MEANS HANDRAILS,DIVING BOARDS,AND LADDER GRABRAILS IN THE POOL AND SPA AND PER NEG 2508. BONDING GABLES UNDER SLAB SHALL BEP CED AT THE BOTTOM AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL-PARTS THAT ARE WITHIN 5 FT. OF EXCAVATION. HORIZONTALLY OF THE INSIDE WALL OF THE POOL fSPW AND D FT VERTICALLY ABOVE 1 3. WHEN REBAR 15 UTILIZED FOR THE CONSTRUCTION OF PLAN AND FOOTERS THE MAXIMUM WATER LEVEL OF THE POOL USING 08 AWG BARE COPPER WIRE. ADJACENT TO THE POOL(WITHIN 5 FT),THIS REBAR SHALL BE BONDED USING It. ALL POOL AND SPA LIGHTING NIGHE5 SHALL BE.BONDED TO POOL AND SPA REBAR 08 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS NEC 250.8 PER NEC 660.THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE TO THE BONDING CONDUCTOR. REBAR AT BOTH THE POOL AND THE SPA,PER NOTE 8,ABOVE,WHICH SHALL,IN TURN,PROVIDE BONDING OF THE LUMINAIRE NICHES. 4. LOCATION OF COPPER BONDING CONDUCTOR,BONDING AND CONNECTIONS A)PER THE NEC,NFPA 10 ARTICLE 68023(B)f5),STATES THAT BONDING SHALL NOT BE SHOWN ARE DIAGRAMMATIC ONLY.CONTRACTOR SHALL FIELD ROUTE TO DETERMINE EXACT LOCATION.BONDING GaNDUGTOR SHALL CONFORM TO THE SHAPE OF THE POOL REQUIRED FOR LUMINAIRES THAT ARE LISTED FOR THE APPLICATION AND HAVE NO NON- WHILE MAINTAINING SMOOTH,RADIAL CURVES-NO 40°RADIUS SHALL BE PERMITTED. OUR CARRYING METAL PARTS.IN ADDITION,PER ARTICLE 66026(B)(4),EXCEPTION 5. RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 HMtS. STATES THAT LISTED LOW-VOLTAGE C'OLTAGE LIGHTING SYSTEMS WITH NON- ETALLIG FORMING SHELLS SHALL NOT REQUIRE BONDING. 6. IF REQUIRED,ALL GROUND ROD5 SHALL BE 5/8'COPPER STEEL,8'LONG THEREFORE,LUMINAIRES THAT ARE LOCATED IN THE GLASS 2 CIRCUIT G WITH Pc)/BoN E AND DRIVEN TO A DEPTH OF 28"BELOW FINISHED GRAD=,MI IMUM,AND WHERE NON-CURRENT CARRYING METAL PARTS ARE NOT REQUIRED TO BE GROUNDED/BONDED. USED SHALL BE BONDED USING r8 AWG BARE SOLID COPPER GONDUGTOR BY LISTED 12 ELECTRICAL CONTRACTOR SHALL GALL FOR THE INSPECTION OF THE BONDING OF NOTE I MEANS PER NEC 2508 TO THE BONDING CONDUCTOR. THE POOL AND ITS PERIMETER SURFACES PRIOR TO DOVER-UP OF THESE AREAS. 1. SPECIAL GASES MAY INCLUDE BUT ARE NOT LIMITED TO,VAN( HIND EDGE POOLS, POOLS WITH PERIMETERS OF VARYING(VERTICAL)GRADES,C IMINISHED PERIMETER SURFACES LIKE EDGE PLANTERS,5TOP/RETAINING WALL5,Am" ZERO-LOT LINES. IN THESE GASES,THE BONDING CONDUCTOR SHALL BE INSTA ED IN ACCORDANCE MINIMUM 5/8"DIAMETER FROM POOL REBAR OR WITH NEC 68026,NOTE 1!ABOVE),AND DIRECTION FROM THE AUTHORITY HAVING NOTE I COPPER GROUND ROD BONDING CONDUCTOR JURISDICTION(AHJ).THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DRIVEN UNTIL MAXIMUM COORDINATION OF THE BONDING WITH THE AHJ IN THE D (NATION OF ITS RESISTANCE VALUE OF APPLICATION OF THE NEC. NOTES 2 AND 3 25 OHMS 15 REACHED NOTE I SPA !IF USED) Nom BUMPER TYP I CAL E30ND I NG TYFr=5 NOTE 5 TYPICAL TYPICAL NOT TO SCALE m m SP BOND JUMPER I. SPLICES(WELDED OR MECHANICAL)SMALL BE PERFORMED IN NOTE 9 BOND JUMPER ACCORDANCE WITH mmur-AcTURER5 RECOr 1ENDATIONS. TYPICAL NOTE 10 TYPICAL O o SWIMMING POOL LT FIXTURE NOTES 1,4, NOTE 11 5 AND 8 vi 0 TYPICAL a. LADDER,HANDRAIL, OFFICE COPY a DIVING BOARD,ETC. NSFORMER � n W PUMP MOTOR JUNCTION BOX (IF USED) z x � FLAN PARKER MYNONEN15ERG 4 A5500" INC. TYPICAL POOL 30ND( a PROFESS ENGINEERS LANDSCAPE ARCHITECTS o NOT TO SCALE 1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118 m (386)611-6891 FAX(366)611-2114 r POOL LIGHT NICHE METAL CONDUITS i30ND I NG L.EOEND OR PIPING SYSTEM • BOND CONNECTION,PER NEC 2508 TYPICAL CONTROL PANELS) o PARALLEL TAP CONNECTION,PER NEC 2508 RE5IDENTAL SW/POOL UNDERGROUND BONDING CONDUCTOR,08 AWG lMINIMUW ` DESIGN FOR POOLcp. f 5URF51DE F001-5 REINFORCING STEEL 313 BEACH BLVD. o NOT VALID WJACKSONVILLE VALID WNVILLE BEACH,FLORIDA 32250 e ITHOUT 904-246-2666 i III°o°III 0 SEAL. www.SUrfSidePoolsnet 5 NEATER CASE _ State License CPCO44080 TYPICAL FOOL BONDING CWEMAT I C THIS SIGNED AND SEALED SHEET IS TO BE USED As A MASTER NOT TO SCALE FILE COPY .IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE s YEAR EXPIRING ON 12!31/11.IF THE FLORIDA BUILDING CODE u1 SGHEMAT1G NOTES= flF 2 2017 IS BEE RENDOERED VOID.R MODIFIED BEFORE THAT DATE,TH15 DRAWING a I. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POO SHELLS,PERIMETER SURFACES, o METALLIC COMPONENT5,UNDERWATER LIGHTING,METAL ITTINGS,ELECTRICAL EQUIPMENT,AND METAL WIREWAYS/GONDJITS SHALL BE IN AGGORD WITH NEC 68026.OR,AS SHEET 3 OF 4 ACCEPTED BY THE AUTHORITY HAVING JURISDICTION! PAERG,PE.032645 r MAP SHOWNG SURVEY OF S A I L t F I S H 1 LOT 6, BLOCK a, ROYAL PALMS UNIT ONE AS RECORDED sfl RIGHT OF WAy D Y � IN PLAT BOOK 30, PAGES 60 AND 60A OF THE PAVED PUBUC ROAD CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOUNDa/e' �No CAP _ — _ _ • ( sBs2o'az"E 79,sY FIELD I N85'20`02.w -__ - _ � . cAp sas72 S85#2 '02�� C sasz002-E 80.55' 80.. �-- rouha IJr rcav LOT 8 a ? t ! w+<rEn �'E. ub cAP t ! o.J, S8520'02"E _.. ; Q CAP LOT 7 is.0 s.o'! ( S86V8'32'E 910.62• �p 0.65' _ t � t ! c; t LOT 5 r © #t_s_atxt�r► r,Esmgnor:_INE L07 H 9 i n �► I4.s' � © t PUBLIC WORKS>ytt .313 U �! 0 (XAPPROVED o! W3 R 1 STORY FRAME DENIED a, r { } RESIDENCE NO. 860 { NOT APPLICABLE TO DEPT W106 34- CC OB1N N BARRIER: FENCE & UL2017 ALARM 8 h 100 15.3' S0�xats3 Ito 14.53 _n. Zito xvw ooi .9E 00 �• Q • 11 (�y���) 113d.Y.T JJpIs (. X110313nJNUJ Y♦ v !f �./ 1 �10.i Sf10f Y3W➢9MISIXi CO 111 HT 31p15MYW1 CO V !Z W , %mu.zrt¢ v W moina�un IMPERVIOU4­111ULATIO11S ATIONS Q �(} �Q 4O I �' ��o.e' .b 1L apc OTAL LOTAREA04 SQ FT JOB COPY ,j USE: 1,242 SO FT SCALE' 1" r 2O' %usm:_ 95 OS ING SHED: SQ FT1PWRNEWgy; SQ FTOOL,SPA,DECK SQ F{T�IiQ ONCRETE PATIO SQ FT TON T' T��" �*`' , w a..�_ O7AL NEW IMPERQ Fi Ji'�/ ( VE it� LE0r-� �ET >�AG �gi«SESt.:'-� '�. _ _ ____ _ EACH INSPECTION �► �i-` --t 5 p�s w -- 80.6 5, tJHK, 0.91 5/6 ! � 8U.68' FIELD ) LOT 25 —— — ._ ��! ! t — _--- - _ _ ! LOT 26 i A In ! ► LOT 27 t S3R1VA— _,_,� _ NOTES 1 ES )1030 NgAVd 1. THIS IS A.BOUNDARY SURVEY. 313MONOO 2. BEARINGS ARE BASED ON A UNE FROM THE THE PROPERTY SHOWN HEREON APPEARS TO LIE NORTHWEST CORNER OF LOT 7 TO THEt IN FLOOD ZONE "X" AREA OUTSIDE THE 700 NORTHEAST CORNER OF LOT 6 BEING SOUTH THIS SURVEY WAS MADE FOR 1"F,� BENEFIT OF 8520'02" EAST. AS PER PLAT. STUART ASFiBY—FORE:, -, YEAR FLOOD PLAIN) AS WELL AS CAN BE 3. 25 FOOT BUILDING RESTRICTION LINE SHOWN DETERMINED FROM TI4E FLOOD INSURANCE RATE AS PER PLAT. SCALE: 1/20" = I' t MAP COMMUNITY PANEL No. 120075 0001 D. 4. EASEMENTS SHOM AS PER PLAT. REVISED APRIL 17, 1989 FOR THE CITY O ATLANTIC BEACH, DUVAL COUNTYFLORIDA. `— DDfq W. BOATWRIGHT. P.S.M. FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 "NOT VALID WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED FLORIDA UC. SURVEYING do MAPPING SUSiNESS No. LB 3672 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.' BOATWRIGHT LAND SURVEYORS, INC. CHECKED =BY- DRAWN BY: sWC Fl 2013-020 1[ III4 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: MARCH 22. 2013 SHEET ; OF 1 AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE#8 AWG BARE SOLID -+ COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUB SAFETY BARRIERS: PERMIT PLAN GRADE,AND 18 INCHES TO 24 INCHES FROM INSIDE THE WALL OF A SWIMMING POOL FENCE AND ALARMS UP v = OR SPA WILL BE USED. TO POOL SAFETY CODE. POOL 27' 4" X 15' 0" v ' Florida Building Code 5'"Edition(2014)Residential W/ 3 WALL RETURNS z Conforms to Chapter 42 SPA 6' 0" DIAMETER W & DIMENSIONS TAKEN PUBLIC WORKS N ' W/ 4 SPA JETS °° 2011 National Electrical Code D ? � � <- Q FROM EDGE OF WATER z • NO OVERHEAD ELECTRIC IN POOL AREA TO PROPERTY LINE APPROVED „ w C/) > { > • NO UNDERGROUND UTILITIES IN POOL AREA { }DENIED co Q • FINISH GRADE TO SLOPE AWAY FROM POOL i <L Q O { }NOT APPLICABLE TO DEPT n ' w • VGB COMPLIANT MAIN DRAIN POOL&SPA DRAIN • DRAINAGE DETAIL-FINISH GRADE SLOPE AWAY FROM POOL r CMP VGB-2008 COMPLIANT z • GROUNDING S BONDING DETAIL m j m Q 3'0"MINIMUM 3"TEE � t J W F- > 'S PROPERTY LINE 3'�IPE 3°PIPE } <L O z Q Z Er- '71, 0 co dUoa_ o _3„X 24z"RED. +Z i BUSHING 0 4 DRAINAGE EASEMENT . —2/�„TRUNK -------------------------------- r� ^__ __.. TO EQ.W-----__—..________________>_^^..-----.„__—_..__—_..>__-------.."__"---^^____^__.._„--^—.._a V, i M z CU M U t SYMBOL KEY: y s 6�S DRAINS: i U) ! ° > mI j EXISTING LIGHTS: I ? SHED fl \ m SKIMMER: m r n i / 23` 1 12 4 INSULATED#8 BOND WIFE IN SPA JETS' ,— 0 ! Ca w 376 SQ FT �YY 71411 CONDUIT FROM LIGHT NICHES _ 5 i DEEP 29° CK BOX.LIGHT m 0 NEW IMPERVIOUS GFCI PROTECTED. 1 DEP CL N 2-1/2”THICK 2 � � � N� LU E CONCRETE PAVERS i �y 1 PLUMBING LINE FROM POOL MAIN r a0 0 DRAINS TO POOL EQUIPMtNT CV - - CVC14 z f i ---------- -- --J- PLUMBING LINE PpROM POOL Q - r DRAIN SLOPE 1 I - ----------- -------------- --- b - ' --------- ----� SKIMMER TO POOL 0 C*4 r 'O 207 SQ FT PER FOOIi M i ,L------- ------------ RAIN-SLCI 1/4---- ------- --- ----- �i�' r Z O EXISTING I-- ---� ---------- ------------ PER.EOQT-MAX---- ------- --------iii z O IMPERVIOUS w w; 36 BARE#8 BOND WIRE ATTACH J 4 9 CONCRETE DECK - _- -v:-.. -:Wv _�._ _....... W1 ___�..........._r.r_.c:::::::::.:::::::::::::::r.::::: 1 TO POOL STEED O Y J! CY) REMOVED BY 36 LN FT DECK j a w L) �, Cl) OTHERS (j ; p ►- Z Cl)N DRAIN SLOPE 1/4' � I, � RAIN SLOPE 1/4" ; �� � � w 3 w 2 O —I 1 !' i w WAY w _WAY 4,. > W 1 i V m Q Of U RESIDENCE ' z I r o o m :2 w 0 ii _J J H d JCT BOX U ld 09 V690Hd dlniD3 '8�1O3a ``ddS `-100d �' POOL EQUIPMENT GAS o ZQ Q } ld DS Z£ti A�dM3A121a 3X5 PAD FILTER HEATER y �_ coo O Q 1:109 96 :a3HS JNIISIX3 a Z -' ¢ c� 1ZI DS Z17Z`6 :3SnOH 12, X O O 1�OS VOV'L :v3Hv 101 IVIG ° D U- z sN011d�n��d�snolna3dwl POOL WITH STUB OUT CLEANER, o C SQ W WALL RETURNS,THERAPY JETS z w AND HEATER Z it - o w z FILTER SCHEMATIC {NTS) 1 {0 W Q Z) O Z I MAP SHOW NG SURVEY OF S A L F IH LOT 6, BLOCK d, ROYAL PALMS UNIT ONE AS RECORDED 60' RIGHT OF W D r" IN PLAT BOOK 30, PACES 60 AND 60A OF THE AY PAWED PUBLIC RO CURRENT PUBLIC RECORDS OF DUVAL COUNTY, rLORIDA. FouNa __ PEBM. NO C:�li+ P NCAA r'�4tlN -— { S8520'02"E 79.67' FIELD ; r _ t+t85{pa02'iy` _ _ 65_ _ _ .Marr $+�J' �1��" 'O 1 aMOV I I w� R 80. 5# FEEtp j Of/2' tiiCdt CAP LOT 8 ! I key _ — — — _ _ FOUND I,q- mit oil S85,20 02-E - uo Cali► LOT 7 3.0 �0'P t Sea oa•3x-e eo.ar rX 80 65' 1 ,_ i .- I ! roe J I 1 LOT 5 — - I r�eu'0%-aRs.a�Gnanr LOTI O w I ,..,,1 Q !rI 14.8' PORCH Sim �La I U. co 9 a 1 ! 1 STORY FRAME f OFFICE F C `�' E COPY ,;t <1 RESIDENCE No. 860 N `` i w 106. a 1;' wwo 1 FORE Q nl$ e115.3' i�1 SCI II 14.5' iv �'7 IWitte "A110 C i QUI �0 4D I �Ioe' SCALE: 1" - 20' i a1 Ora _ es .; SEMfN'7 FOR DRAtNAtiE r eaa ti2 0 "" UiILI?tES t:�'' .a' —-� ' _ '02"-w I I { N$S 71'19'W 81y 68' FIELQ 4 .65 _wrK�i as R .. LOT 25 - 1 I j LOT 26 i I I LOT 27 NOTES 1. THIS IS A BOUNDARY SURVEY. THE PROPERTY SHOWN HEREON APPEARS TO L! 2. BEARINGS ARE BASED ONA UNI_ FROM THE NORTHWEST CORNER OF LOT 7 TO THE THIS SURVEY WAS MADE FOR THE BENEFIT OF IN FLOOD ZONE "X" (AREA OUTSIDE THE 500 NORTHEAST CORNER OF LOT 6 BEING SOUTH YEAR FLOOD PLAIN) AS WELL AS CAN BE 85'2t)'O2' EAST. AS PER PLAT. STUART ASHBY—FORE. DETERMINE© FROM T14E FLOOD INSURANCE RATE 1 25 FST BUILDING RE51T21CTION LINE SHOWN AS PER PLAT. MAP COMMUNITY PANEL No. 120075 0001 D, 4. EASEMENTS SHOWN AS PER PLAT. REVISED APRIL 17. 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. D iSOATWRIGHT. P.S.M. "NOT VALID VATHOUT THE SIGNATURE AND THE ORIGINAL. RAISED ��/p {� �{ �+� fp per+ INC. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER." BOATWRIGHT LAND SUR' EYORS, ENFLORIDA LTC. SURVEYIhIG do MAPPING BUSINESS No. Ls 3673 CHECKED BY: DRAWN BY: SWC FILE: 2t) 3-0204 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 IRATE. MARCH 22. 2013 SHEET t OF I �+ MAP SHOWNG SURVEY OF J A L . H F t S LOT 6, BLOCK 4, ROYAL PALMS UNIT ONE .AS R TME DED 60 RIGHT OF WAY + R IN PLAT BOOK 30, PAGES 60 AND 60A OF PAYO PUBLIC ROAD CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOUND 5/r �� '--- - -— ( S6520'02E 79.67' FIELD ti Nss2o'oz=w` `- _ _ =^t8.�672 S85'2 +02"� t sas�oomck s'E eo.cs• o 0.65• 80. 50 - I 1 WAMR ►+_o cAp LOT 8 ' i I %tE(ER _ OM S6520— -- 02"E— _ —— • — F HO CAP ' LOT 7 r s.n, 10.1 � � ( wva•3re 00.6:r 0.65 i 1 0 N ` 1clJ LOT 5 -- j25_Bth1.7�NG AESiArCl4N ME � � LOT 4 ,r F1 1 14.8• %Mx s� �t �' 15.3 p _I c)9 l of �j 'p 1 STORY FRAME _ «;r QI n RESIDENCE No. 860 OFFICE COPY X106 Z14 N 4J s( FEN" O! N 8 oD1 15.3' so 4• :;it to U.� 14.5' � iv �-. 2.1 M }-1 c a+cry Q�ro 00 0 wW4. 1 o O M 1 Z •cl • Q 10 20 40 SCALE: 1" 20' - f a,va• 1 j E IN 1 0.Y - -_- _ r _ IO iorEas �vr�aR oRAa - --- _____ ' LB3672 03 6• NAGE u;IunEs 1.• '�I 02� _" 80,65, 4. OWN F sr.-sem. 1 1 ( N6521'19'W 88 68' FlE[D ) Al" :'NC£_a3' �s Am — LO T 25 - 1 l j LOT 26 i 1 i ► LOT 27 NOTES 1. THIS IS A BOUNDARY SURVEY. THE PROPERTY SHOWN HEREON APPEARS O LIE 2• BEARINGS ARE BASED ON A UNE FROM THE NORTHWEST CORNER OF LOT 7 TO THE THIS SURVEY WAS MADE FOR 1-E#E BENEFIT OF IN FLOOD ZONE -X- (AREA OUTSIDE THE 00 NORTHEAST CORNER OF LOT 6 BEING SOUTH8570'02" EAST. AS PER PUT. STUART ASHBY—FORE. YEAR FLOOD PLAIN) AS WELL AS CAN BE 3. 25 FOOT BUILDING RESTRICTION UNE SHOWN DETERMINED FROM T14E FLOOD INSURANCE RATE AS PER PLAT MAP COMMUNITY PANEL No. 120075 0001 D. 4. EASEMENTS SHOWN AS PER PLAT. REVISED APRIL 17, 1989 FOR THE CITY OF ~' ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. D W. BnATWR1GHT. P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED FLORIDA LIC. SURVEIING do MAPPING BUSINESS No. LB 3672 SEAL OF A FLORIDA LICENSEE) SURVEYOR AND M PPER." BOATWRIGHT LAND SURVEYORS, INC* CHECKED BY: DRAWN BY: swC Fl 20`13-0204 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: MARCH 22. 2ati3 SWEET �Fl POOL BONDING NOTES: BONDING CONDUCTOR I. EQUIPOTENTIAL BONDING OF PERM-TER SURFACES REQUIRES S. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS FROM POOL OR APPARATUS COPPER CONDUCTOR;MINIMUM•8 AWG BARE SOLID COPPER SHOWN,4 LOCATIONS,MINIMUM AT EACH SEPARATE BODY OF WATER,USING A 08 AWG \ CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETE BARE SOLID COPPER CONDUCTOR.FOR NON-CONDUCTIVE POOL SHELLS,BONDING SURFACE OF THE POOL FROM 18"TO 24"FROM THE INSIDE HAL 5 AT 4 POINTS SHALL NOT BE REQUIRED. OF THE POOL AND WHICH 15 SECURED WITHIN OR UNDER THE q, COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF PERIMETER SURFACE 4"TO 6"BELOW SUBGRADE.THE PERIME7 ER THE POOL RUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SH L NEC 68026 (VERIFY LOCATIONS)USING 08 AWG BARE SOLID COPPER HIRE. AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. 10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF 2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED MEANS THE POOL AND SPA AND THE METAL STRUCTURES,INCLUDING,BUT NOT LIMITED TO,ALL PER NEC 2508. BONDING CABLES UNDER SLAB SHALL BE PLACED AT THE BOTTOM HANDRAILS,DIVING BOARDS,AND LADDER GRABRAIL5 IN THE POOL AND SPA AND \ OF EXCAVATION. AND INCLUDE ALL METAL HIRING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT. HORIZONTALLY OF THE INSIDE HALL OF THE POOL(SPAT AND 12 FT VERTICALLY ABOVE 3. WHEN.REBAR IS UTILIZED FOR THE CONSTRUCTION OF PLANTS AND FOOTERS TWE MAXIMUM WATER LEVEL OF THE POOL USING«8 AWG BARE COPPER WIRE. NOTE I ADJACENT TO THE POOL(WITHIN 5 FT),THIS REBAR SHALL BE 3ONDED U51NG II ALL POOL AND SPA LIGHTING NICHES SHALL BE.BONDED TO POOL AND SPA REBAR M8 AWG BARE 50LID COPPER CONDUCTOR BY LISTED MEANS ER NEC 2508 PER NEC680.THE COPPER BONDING CONDUCTOR 5HALL BE BONDED TO TWE TO THE BONDING CONDUCTOR REBAR AT BOTH THE POOL AND TWE SPA,PER NOTE 8,ABOVE,WWICW 5WALL,IN 4. LOCATION OF COPPER BONDING CONDUCTOR,BONDING JUMPE1 Z5,AND CONNECTIONS TURN,PROVIDE BONDING OF TWE LUMINAIRE NICHES. SWOWN ARE DIAGRAMMATIC ONLY.CONTRACTOR SHALL FIELD ZOUTE TO DETERMINE AJ PER THE NEC,NFPA 10 ARTICLE 68023(15)(5),STATES THAT BONDING SHALL NOT BE EXACT LOCATION.BONDING CONDUCTOR 5HALL CONFORM TO E 5WAPE OF TWE POOL REQUIRED FOR LUMINAIRES TWAT ARE LISTED FOR THE APPLICATION AND HAVE NO NON- WHILE MAINTAINING SMOOTH.RADIAL CURVES-NO 90"RADIUS BWALL BE PERMITTED. CURRENT CARRYING METAL PARTS.IN ADDITION,PER ARTICLE 68026(5)(4),EXCEPTION 5. RESISTANCE OF THE GROUND SYSTEM SWALL NOT EXCEED 25 C IWMS. STATES TWAT L15TED LOW-VOLTAGE LIGHTING SYSTEMS WITW NON-METALLIC FORMING SHELLS 6. IF REQUIRED,ALL GROUND RODS SHALL BE 5/8'COPPER CLAC STEEL,8'LONG SHALL NOT REQUIRE BONDING. AND DRIVEN TO A DEPTH OF 28"BELOW FINISHED GRADE,MIN AND WHERE NON-CU RE,LUMINAIRES TWAT ARE LOCATED IN TRE CLASS 2 OR E G WITH GROUNPOLMEDED/BONDED. USED SWALL BE BONDED USING OS AWG BARE SOLID COPPER CONDUCTOR BY LISTED NON-CURRENT CARRYING METAL PARTS ARE NOT REQUIRED TO BE GROUNDED/BONDED. MEANS PER NEC 2508 TO THE BONDING CONDUCTOR. 12. ELECTRICAL CONTRACTOR SHALL GALL FOR TWE INSPECTION OF TWE BONDING OF NOTE I 1. SPECIAL GASES MAY INCLUDE,BUT ARE NOT LIMITED TO,VANIS 4INS EDGE POOLS, TWE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS. POOLS WITW PERIMETERS OF VARYING(VERTICAL)GRADES,Dil IINISWW PERIMETER SURFACES LIKE EDGE PLANTERS,STOPN2ETAINING WALLS,AND ZERO-LOT LINES. IN TWE5E GASES,THE BONDING CONDUCTOR 5HALL BE INSTAL IN ACCORDANCE WITH NEC 68026,NOTE I(ABOVE),AND DIRECTION FROM THE TWORITY WAVING MINIMUM 5/8"DIAMETER JURISDICTION(AWJ).TWE ELECTRICAL CONTRACTOR SHALL BE 5PON51BLE FOR NOTE I COPPER GROUND ROD FROM POOL REBARCONDUCTOR OR COORDINATION OF THE BONDING WITH THE AHJ IN THE DETE NATION OF ITS DRIVEN UNTIL MAXIMUM BONDING CONDUCTOR APPLICATION OF THE NEC. RESISTANCE VALUE OF NOTES 2 AND 3 SPA 25 OHMS 15 REACHED NOTE 1 (IF USED) BOND JUMPER NOTE 3 NOTE 8 TYPICAL BONDING TYPIE-5 TYPICAL TYPICAL NOT TO SCALE m . m BOND JUMPER NOTES: 0! NOTE 9 I. SPLICES(WELDED OR MECHANICAL)SWALL BE PERFORMED IN TYPICAL BOND JUMPER ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ^ NOTE 10 TYPICAL x O .. SWIMMING POOL LT FIXTURE NOTE 11 NOTES 1,4, a LADDER,HANDRAIL, O TYPICAL 5 AND 8 DIVING BOARD,ETC. a PUMP MOTOR °' OFFICE COPY JUNCTION BOX W (IF USED) m v X R' X TYPICAL FOOL BONDING PLAN PARKER MYNCI-IENBERG 4 A550C., INC. NOT TO SCALE PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS c 1129 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32118 POOL L1GWT NIGWE (386)611-6891 FAX(386) 611-2114 METAL PIPING SYSTEM 50ND I NG L�G�ND 6 • BOND CONNECTION,PER NEC 2508 N CONTROL PANELfS) TYPICAL m o PARALLEL TAP CONNECTION,PER NEC,2508 POOL 13 UNDERGROUND BONDING CONDUCTOR,•8 AWG(MINIM" RESIDENTAL 5W/P00L REINFORCING / DE516N FOR a / SURFSIDE 6EDOLS LVD. 111-00111 o NOT VALID WITHOUT JACKSONVILLE BEACH,FLORIDA 32250 a NEATER CASE SEAL. -' 904-246-2666 NEATER wwwSurfSIdePoolsnet g State License CP0044080 TYPICAL POOL BONDING S NrE IAT I Cin NOT TO SCALE THIS SIGNED AND SEALED SWEET 15 TO BE USED AS A MASTER 5 FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE SGHE"fATIC NOTES, YEAR EXPIRING ON 12/31/11. IF THE FLORIDA BUILDING CODE a FE B 2 20 15 ALTERED OR MODIFIED BEFORE THAT DATE,TWIS DRAWING 1. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL ELLS,PERIMETER SURFACES, < METALLIC COMPONENTS,UNDERWATER LIGHTING,METAL FI INGS,ELECTRICAL EQUIPMENT, MAY BE RENDERED VOID. z AND METAL WIREWAYS/CONDUITS SHALL BE IN ACCORD WITW NEC 680.26.OR,AS ACCEPTED BY THE AUTHORITY WAVING JURISDICTION(AHJ). PA P.E.0032645 SHEET 3 OF 4 Simplified Total Dynamic F ead Calculation OFFICE COPY Pool/Spa Cot ibo Determine Maximum System flow Rate: OFFICE COPY Swimming Pool Info: 297 3.5 to 5.5 to N/A Volume: 8450 gallons (Surface Area (Shallow) (Deep) (Shallo r) Jandy FloPro Series Pulmps Spa Info: 28 3 Volume: 400 gallons Total D rramicHead Max-Rated(FHPM) Pounds Per Square inch (Surface Area (Depth) 124 (Feet of Water) 4PS4 8850 Total Volume 114 Preferred Turnover Time in Hours: 6 x 60 min.= 360 36 (Hours) (turnover time in minutes) to 30 Jaw Ca Frew,C8'Softs Maxium Pool Flow Rate: 8850 divided by 360 25 _gpm 0 = 25 gpm (gallons) (tumover time in minutes) (flow rate ool) (feature flow rate) 80 25 Spa Jets(#) 4 x 13 gpm per jet = 52 flow rate 74 3 (#of jets) (jet flow) 6. A&A Quik Clean System NONE x 0 gpm Cleaner Head 0 flow rate Wallin magn 15 pressurilf NONE x 0 gpm Cleaner Head 0 flow rate LOU 40 2 oo NONE x 0 gpm Cleaner Head 0 flow rate (ft (psi) (#of heads) (head flow) 0 Total Floor Heads flow rate 14 ' Maximum Pool System Flow Rate: 52 4- Hlg Rateeand e Spa ets aest rquird flow ratemend""Quick Clean System'Flow :zz1 r `qtr 5 !' C811501 10 +. CS200 1. CS250 0 0 Determine Pipe Sizes: 0 10 20 30 40 50 60 70 90 90 1W 110 120 130 140 150 160 170 180 190 200 210 720 230 240 250 CS100 Pool/Spa: Branch piping to be: 3" inch to keep velocity @ 6 fps.Max.at: 136 gpm.Maximum System Flow Rate Flaw Rete,0.0110"Per tlGrlute Trunk piping to be: 2 inch to keep velocity @ B fps.Max.at: gpm.Maximum System Flow Rate (GPM) 0 0 0 30 60 90 120 Return piping to be 2" inch to keep velocity @ 10 fps.Max.at: 103 gpm.Maximum System Flow Rate a(spall) .._ Total Head in Feet Conversion Chartw InchesMercury (Vacuum Gauge). Determine Simplfied TDH(POOL): g12.3 _ 2 4 6 8 102 14 16 18 Distance from nearest edge of pool to pump in feet = 60 2.3 4.5 6.8 3.0 ,,.3 In r, ,5.8 18.1 20.3 4.6 6.8 9, 174 136 iS3 181 20.4 22.7 Friction loss in suction pipe 2.5" @ 8 fps inch pipe per one foot @ 117 gpm(from pipe flow/friction loss chart)= 0.09 6.3 1 3.1 11,4 1 13.7 15.9 18.2 20.4 22.7 25.0 Friction loss in return pipe 2" @ 10 fps inch pipe per one foot @ 103 gpm(from pipe flow/friction loss chart)= 0.16 3 6.9 9.2 11.5 13.7 1 16.0 18.2 20.5 22.8 25.0 27.3 4 92 11.5 13.8 16.4 flow and Friction Lass Per Foot . . . ------ Length Of suction.pipe 60 X Ft.Of head per one foot Of pipe 0.09 5.40 TDH In piping S 11.6 13.5 16.1 18.3 20.6 22.9 25.1 27.4 29.6 31.9 'Schedule 40 PVC Pipe Length of pressure pipe 60 x Ft.of head per one foot of pipe 0.16 = 9.60 TDH in piping 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 I.._.....,__ Velody-Feet Per Second / 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 TDH in piping 15.00 .' l t /t7© 8 18,5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38.8 Pipe SIZe 6 fps 6 fps 10 fps Other Loss in TDH ft.of head # Filter loss in TDH(from filter data sheet) 2.60 (from filter data sheet) 9 20.8 23.1 25.3 27.6 29.8 32.1 34.4 36.6 38.9 41.1 1" 16 gpm 0.14' 21 gpm 0.23' 26 gpm 0.35' <.0 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 Is, 37 gpm 0,08'.. 50 gpm 0.14' 62 gpm 0.21' . Main Drain 2.34 2.34 1 Heater loss in TDH(fro 7 heater data sheet) 0.00 (from heater data sheet) i 1 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 2" 62 gpm 0.06' &2 gpm 0.10' 103 gpm 0.16' Returns 3/4" 3.30 3.30 1 *Total all other loss 33.36 +^w € 12 27.7 30.0 32.2 34s 36.8 39.0 41.3 43.5 45.s 48.1 2.5°" 38 gpm 0.05' 117 gpm 0.09' 146 gpm_ 0.13'mmmm � 3 30.0 32.3 34.6 36.8 39.1 41.3 43.6 45.3 48.1 50.4 138 gpm 0.04' 181 gpm 0.0T 227 gpm 0.10' Therapy Jet 27.72 27.72 1 Pool Total Dyn mk Head(TDH) 51 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 4^ 234 gpm 0.03' 313 gpm 0.05' [:392:gpm 0.07' Floor System 0.00 19.65 0 15 34.7 36.9 39.2 41.4 43.7 46.0 482 SO.S 52.7 55.0 �W`611 -534gpm0.02' T12 gpm 0.03' 16 37.0 39.2 41.5 43.7 46.0 1 48.3 505 52.8 55.0 57.3 *Total 33.36 1 17 39.3 41.5 43.8 46.1 48.3 50.6 1 52.8 1 55.1 57.4 59.6 IA ' A$ 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 to N [ 943.9 46.2 48.4 50.7 52.9 55.2 57.5 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 r.. 21 485 1 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 68.9 Pool Pump: Jandy F/oPro FHPM 1 hp- 2 sp ,) 22 Sas 53., 55.3 57.6 59.9 62.1 64.4 66.6 68.3 712 73 Gallons Per Minute 51 Total Dynamic Head (TDH) ox CL23 53.1 55.4 57.7 59.3 62.2 64.4 66.7 69.0 71.2 73.5r 24 SS.4 57.7 60.0 62.2 64.5 66.7 63.0 71.3 73.5 75.8 Pool Filter: Jandy CS150 Cartridge _5 57.8 60.0 62.3 64.5 66.8 63.1 71.3 73.6 75.8 78.1 Heater: JW260P Jandy Pro Series LP s 2s 60.1 62.3 64.6 66.8 69.1 71A 73.6 75.3 78.1 60.4 Pools o Spas ♦ Service 27 62.4 64.6 66.9 63.2 71.4 73.7 75.9 78.2 80.5 82.7 Pool ?$ 64.7 66.9 63.2 71.5 73.7 76.0 78.2 80.5 82.8 85.0 Main Drain: aft.o in. Nova 7-3/4"Pool Drain A67.0 69.3 7,5 73.8 76.0 78.3 80.6 82.8 85.1 87.3 Lisa M i l h oa n F JO 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 Floor Installation @ 150 gpm max. flow ` 31 71.6 73.3 76.1 78.4 80.7 1 82.3 1 85.2 87.4 83.7 1 32.0 [ 6 32 73.9 76.2 78.4 80.7 83.0 85.2 1 87.5 89.7 32.0 94.3 860 Sailfish Drive 33 762 78.5 80.8 83.0 85.3 87.5 1 89.8 92.1 34.3 1 96.6 34 78.5 80.8 83"' 85.3 87.6 83.8 32.1 84.4 36- 38.3 Atlantic Beach 32233 35 80.3 83.1 85.4 87.6 59.9 922 34.4 36.7 38.9 1012 8/21/2017