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1816 Atlantic Beach Dr POOL19-0037 'f, 4f,-1 ' �L' SWIMMING POOL PERMIT PERMIT NUMBER ` ', POOL19-0037 �, CITY OF ATLANTIC BEACH ISSUED: 12/9/2019 800 SEMINOLE ROAD \--..r.)1119.) J;319. ATLANTIC BEACH. FL 32233 EXPIRES: 6/6/2020 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: 1816 ATLANTIC BEACH DR SWIMMING POOL SWIMMING SWIMMING POOL $51713.00 POOL RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169505 1605 ATLANTIC BEACH COUNTRY CLUB UNIT 02 COMPANY: ADDRESS: CITY: STATE: ZIP: ISLAND POOLS,LLC 1546 LINKSIDE DR ATLANTIC BEACH FL 32233 OWNER: ADDRESS: CITY: STATE: ZIP: DEFILIPPO JOHN 1816 ATLANTIC BEACH DR ATLANTIC BEACH FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Date: 12/9/2019 1 of 2 E. SWIMMING POOL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH P00119-0037 . '_ }; 800 SEMINOLE ROAD ISSUED: 12/9/2019 J';"r ATLANTIC BEACH. FL 32233 EXPIRES: 6/6/2020 3 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint(if used)must discharge into vegetated area 10 foot minimum from street or drainage feature(swale,structure or lagoon). 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,1Dog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod, is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 PUBLIC WORKS REVISION INFORMATIONAL Notes: Any plan change must be submitted as a Revision to the Building Department. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $288.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $144.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.48 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.32 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $642.80 Issued Date: 12/9/2019 2 of 2 NOTICE OF COMMENCEMENT State of 1rl� 1(0 C( — � Tax Folio No. � County orpkVal To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. /_ Legal Description of property being improved:(0`( —132 fi Z3-- 1 .(moP 4-1 .11 Club UUik Z Lo-}- tpz Address of property being improved: 1% 42 44 1 •Ll A-O '}1 e 11 Pt-3 -3-> General description of improvements: iVigr� IN�y1 j/Y ocd .4. • Owner -F)kV\ V'ye 1 D Address: (go J4 e_ I . A=1-1jCa4 L , 7 �, Owner's interest in site of the improvement: t03 Fee Simple Titleholder(if other than owner): 1 Name: Contractor: S )c,,,._ .„- -Vc...,7_5 5 L.L L Address: i 5 ' Ce_ 1.--:`N k 5 ' d..4____ C Pr.�‘ 1 (- Z2 S Telephone No.: ef oil 33--1 5'la- ( Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: i Date: 6/ I — ! / 7 Doc#2019280689,OR BK 19030 Page 1063, Before m day of L _, 1 in the Coal of Duval,State Number Pages: 1 Of Flo 1. • personally appeared '. • Recorded 12/09/2019 1 1:51 AM, Notary Public at Large,State of Fl le s , ,v . a RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL My commission expires: � or COUNTY Personally Known: �� RECORDING $10.00I Produced Identification: "ite; �etl1•C� Ewp;,ee Npvemher 30.2021 • ... •'P: \f• ;;;?,p; Bonded Thru Trey Fain Insursncs 00.3857019 5;.1.14- �� City of Atlantic Beach APPLICATION NUMBER ,s Y �, Building Department (To be assigned by the Building Department.) s,1'� 800 Seminole Road rAtlantic Beach, Florida 32233-544573748, � t 003'7 Phone(904)247-5826 • Fax(904)247-5845 i j._i__,s_J_L_9__ -..."j E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 8I !A'C'L1-}►VrtQ T'6P.CH Department review required YIrgo !Building Applicant: I lien- POOLS LL c Planning &Zoning Tree Administrator Project: -(A)1 AA,M.(0(7 POO(_ Public Works 1 Public Utilities Public Safety . Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. ['Denied. ['Not applicable (Circle one.) Comments: UILDIN PLANNING &ZONING vy� Reviewed by: / Date: 1/ — -7^L9' 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 S= i�� City of Atlantic Beach APPLICATION NUMBER r' I ,�• Building Department (To be assi ned by the Building Department.) l - 800 Seminole Road 00L I _0037 • - Atlantic Beach, Florida 32233-5445 V Phone(904)247-5826 Fax(904)247-5845 c E-mail: building-dept@coab.us Date routed: ) ( .E) ' City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 16( (Q kl-L,Af\yrte_ReAcH Department review required Yes No (Building g&Zoning Applicant: �L}�IJ� CoPC.-S L L � Planning Tree Administrator cTh Project: �t�l �'Vl N1( A C' POO L. Public Work Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District / 1x Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. nNot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING6 _ G Reviewed by: Date: it 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. fNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 sT; 4ir�f City of Atlantic Beach APPLICATION NUMBER o4K, Building Department (To be a`ssi ned by the Building Department.) r 800 Seminole Road. L 00C_ A - 0037 Iy;: Atlantic Beach, Florda 32233-5445 � � y Phone(904)247-5826 • Fax(904)247-5845,,a►E-mail: G o, yr building-dept@coab.us Date routed: ( /`3 / City web-site: http://www.coab.us NOV 06 APPLICATION REVIEW AND TRACKING FORM Property Address: 180,0 kl-L ADT Lt?, ,E/4CH Department review required Yes No f ('Building). Applicant: ` (.,fAIJ POO LS LC L e Planning &Zoning— > Tree Admirni rator Project: .-.._. (.ADI M AAAIOC-, ©Q(� C Public Work-s---:-'— *rrt6, ,tilitie4 —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: APP ICATION STATUS Reviewing Department First Review: - Approved. ['Denied. ❑Not applicable (Circle one.) Comments: BUILDING • PLANNING &ZONING Reviewed by' i/A, .— ._ Date: /7-71, TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. I '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 PUBLIC WORKS PLAN REVIEW COMMENTS Date: ) /— f0 � Application#: � / ' d 7 Project Address: id/Y 1") — CONDITIONS OF APPROVAL TO PRINT ON PERMIT Check Box to Select All concrete driveway aprons must be 5"thick,4000 psi, with fibermesh from edge of pavement Driveway to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. 0 Apron (Commercial driveways—6"thick). Full erosion control measures must be installed and approved prior to beginning any earth Erosion disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Ut/ Control Control Inspection prior to start of construction. Onsite All runoff must remain on-site during construction. Runoff Post Const. If on-site storage is required, a post construction topographic survey documenting proper TOPO construction will be required. All water runoff must go to retention area and retention overflow 0 Survey must run to street. Pool Pool—Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage Wellpoint feature (swale, structure or lagoon). Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Roll off Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Container Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City ROW. ROW Restoration Full right-of-way restoration, including sod, is required. 111000 Utility Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid ❑ Road Cut 10' in each direction from the center of the cut. Repair must be shown on the plans. Construction Provide construction site management plan, including location of silt fence, dumpster, portable Site Mgmt. toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Runoff All runoff must remain on-site. Cannot raise lot elevation. Document Strongly suggest thorough documentation of impervious areas be recorded. 0 Impervious Slab Slab and driveway to be fully removed. 0 Driveway Maximum Maximum driveway width within the City right-of-way is 20'. 0 Driveway Circular Maximum circular driveway width within the City right-of-way is 12'. 0 Driveway Grass Full site to be grassed. 0 TOPO Must provide a topographic (TOPO) survey with water retention for final CO Inspection. 0 Survey Revision Any plan change must be submitted as a Revision to the Building Department. G—d/ Fencing All old fencing and debris must be removed from job site by Contractor. ❑ Removed Decking All old decking and debris must be removed from job site by Contractor. 0 Removed Infra- Any damage done to infrastructure must be repaired by Contractor. 0 structure Revised 2/26/19 OFFICE COPY rs�,�",r,,, Building Permit Application Updated10/9/18 11 ` City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY :117,E,vs, IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us l�/2 . -�yIA- � '� v�-� I -:fit erL- 32233 t?OOL19 -0037 Job Address: /qq ;Permit (�Number: L gal Descri tion -i 92Z r 25---g / '1 L_ '; ,;.y`.:<.,►,1 t.c i ► l RE# 1(p Z -t V� A--.2. kZ1 Valuation of ork Replacement Cost)$�11.7!).� Heated/Cooled SF Non-Heated/Cooled • Class of Work: @New ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial ❑Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s)be removed in association with proposed prosect? ❑Yes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: 0 iObw& ,'IljNI/'01 1 V 10 CO 1 Florida Product Approval# for multiple products use product approval form Property Owner Information Name-To L Address [�Iw L el�"[C k..„..1,-14,-. City A41, ......:, State EL_ Zip 322_,3 Phone (q - Li-.21 E-Mail✓ e,1 or -�eCYY Owner or Agent(If Agent,power of AttdrTiey or Agency Letter Required) Contractor Information Name of Company�saT k't Qualifying Agent r AddressV)W-[,� L.j►/1 City-.4-1, 4 Fgr4-171 State Zip 3? 33 Office Phone(� t 42 Job Site Contact Number State Certification/Registration#C It-6-11-1:2q E-Maill2 l470.1,1DIG. \<c r M v,rt c 11 3 e nA,Ct.i Architect Name&Phone# I ' (OA._ Engineer's Name&Phone# Workers Compensation Insurer OR Exempte' Expiration Date /13,1 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 regiting t construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SUMS, N # WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requiremer &th4 Z permit,there may be additional restrictions applicable to this property that may be found in the public records of this cour',b)dZ there may be additional permits required from other governmental entities such as water management districts,state ageEi a federal agencies. n ca p O Q U pv OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with Q applicable laws regulating construction and zoning. 0 z ft Z a O2a WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT Moo N RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INCw TO 0 AIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE L.L. O a LLI m REC ING YOUR NOTICE OF COMMENCEMENT. �� �W H w p w / WUcnw (Signature of Owner or Agent) (Signature of Contractor) 5 W W w cc Signed and sworn to(or affirmed)before me this / day of Signed and worn to` (or affirmed)before me this I y of L/ 0f �,by rn V , O) ,byr I / ' .e ;o':47WZa•A, �'tIKEELSMITHa ry) 1 ���r�.... . . • 7 4,. KAY KEEL SMITH dr. Commission#GG 129904 1 '• �.1 ,.• Commission#GG 129904 ;-.��.;o./ Expires November 30,2021 t ate, ,•=7 Expires November 30,2021 Wally Known OR 'V.6" bP: rsonally Known OR °.;.f6'.'d o,, a a •,,r,!:;, Bonded Thru Troy fain Insurance 800.385-7019 „ Bonded Thru Troy Fain Insurance NO.335.7019 [ 1 Produced Identificatic' _ - [ I Produced Identification . Type of Identification: Type of Identification: , °s-j4''J TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY rsiir 0 City of Atlantic Beach PERMIT# r 4 s Community Development Department j_„ r 800 Seminole Road Atlantic Beach, FL 32233 r II 9 (P)904-247-5800 SITE INFORMATION OFFICE COPY ADDRESS 1816 Atlantic Beach Dr Atlantic Beach,FL 32233 SUBDIVISION Atlantic Beach Country Club Unit 2 BLOCK LOT 62 RE# 169505-1605 Z RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME John Difilippo PHONE# ADDRESS 1816 Atlantic Beach Dr CELL# (904)334-5421 CITY Atlantic Beach STATE FL ZIP CODE 32233 EMAIL rd@islandpools.org 0 OWNER ❑ LEGAL AUTHORIZED AGENT 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 Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent John Difilippo J1_ / IGNAT • OF APPLICANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE ( Mil/Signed and sworn before me on this day of , by State of Y 1----- Countyof0L v.V J Identification verified: \ Oath Sworn: E Yes ❑ No /6t-t.1 ^_ - 1 Notary S' nature 1 - !PYPu¢•• CommissionKAYKEEL #GSMITHG 129904 My Commission expires—.'- Expires-Movember30,2021 •••%:P,%;°' Bonded Thru Troy Fain Insurance 800385-7019 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 �, . in ; , c..) f ,., , . .„4 oN ,.e I) ''''=. "1-•-• -.0....) - ,:.----tf; Q --, ,: ,, . .:. cs? - 4a, c.., . 1,,, . cz:. .Z4 ‘ , ..,;,!. v J > >a \a V \► \a 1.1 'J �i )' ', )' ., , V.: ,1 1 4. , „„ d -3.- ‘'/ Y S's ..‘1 i ... ...1 1 ,. -, v , '4. .‘' ; y "���►►► V ” .fix "moi `. • • • • - r • " , ` •.` •• • - , OFFICE COPY 15land Pools Cover page 1816 Atlantic Beach Dr Atlantic Beach FL 32233 Occupancy class R-3 FBC 2017 NEC 2016 1.Impervious calculations s -e-e- 1-0 po S cs T 1/-(y 2.Building Permit Application 3.Proof of ownership +' N 4.Notice of Commencement (to be filed) Q J z • JUZO ,. 5.Site survey W o 0 1:13 Z ui 6.Site management plan U U a U o LLI r_ 0 7.Site plan Z ¢ oaoa 8.TDH worksheet CC a w LL 9.Drain and entrapment prevention p 0 a CO S'10.Pool steel drawings w3 w U o� w cr w 11.a-g equipment cut sheets W w CC cc 12. Alarm specifications Doc # 2019213230 , OR BK 18932 Page 1446, Number Pages : 2 , Recorded 09/14/2019 01 : 00 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18 .50 DEED DOC ST $8225 . 00 OFFICE COPY Prepared By: Gibraltar Title Services, LLC 4190 Belfort Rd., Suite 475 Jacksonville, FL 32216 Return To: Gibraltar Title Services, LLC 4190 Belfort Rd., Suite 475 Jacksonville, FL 32216 Order No.: GTS-1960764 Property Appraiser's Parcel I.D. (folio) Number: 169505-1605 `60ust-,\\ \N 5Wf WARRANTY DEED THIS WARRANTY DEED dated September 12, 2019, by David Sweeney and Patricia Sweeney, husband and wife, whose post office address is 5245 Commissioners Drive, Jacksonville, Florida 32224-0886 (the "Grantor"), to John DeFilippo and Kari M. DeFilippo, husband and wife, whose post office address is 1816 Atlantic Beach Drive,Atlantic Beach, Florida, 32233-7345 (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 that certain land situated in County of Duval, State of Florida, viz: Lot 62, ATLANTIC BEACH COUNTRY CLUB UNIT 2, according to plat thereof as recorded in Plat Book 67, Pages 132 through 137,of the Current Public Records of Duval. County, Florida Subject to easements, restrictions, reservations and limitations of record, if any. TOGETHER with all the tenements, hereditaments, and appurtenances thereto belonging or in anywise appertaining TO HAVE AND TO HOLD the same in Fee Simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to: December 31, 2018. OR BK 18932 PAGE 1447 OFFICE COPY IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in presence of: 1 iT� D id Sweeney Witnes r5i ture % //7----1 ave/r/L7 V Patricia Sweeney Printe. '•• e of First Witness Grantor Address: • "ess Signature 5245 Commissioners Drive - Jacksonville, Jacksonville, FL 32224-0886 \/d1°. kdooSeet Printed Name of Second Witness State of FL , County of St. Johns THE FOREGOING instrument was acknowledged before me this 12th day of September, 2019, by David Sweeney and Patricia - ey, band as. wife who have produced drivers licenses as identification. Notary Public: \���Nt�1�i���N00�� My Commission Expires: ���‘,0DLUE-ricyii��� •GP.•••os10N ✓� � H ‹°,44 i [SEAL] s o �ce.: 77.*• s.•is :*= y: kGG 079894 %�6-• 'VotarylSe\.•6'-= yy,,', i iii•-°,%0\\\' 1 ANSI/APSPt 7, 2013 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate OFFICE COPY Minimum Flow Rate Required: 35gpm per skimmer (required: 1 skimmer per 800 sq ft of surf.area) 1. Calculate Pool Volume Li X r S X 7.48 (gal./cubic foot) = �SS QUZ� (Surface Area) (Avg Depth) (Volume in Gallons) 2. Determine preferred Turnover Time in Hours: (Q X 60 (min/hour) = 3(Q (Hours) ,1 (Tu r n min) 3. Determine Max Flow Rate 1S0VO / 3 Co o + (Volume in Gallons) (Turnover Min) (Pool Flow Rate) (Syste Fl w Rate) 4. Spa Jets: XGPM per jet= flow rate (No of Jets) (7low) (Total Jet Flow Rate) (For Single Pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool &Spa) Determine Pipe Sizes: it Branch Piping to be inch to keep velocity @ 6 fps max.at /W gpm Maximum System Flow Rate Suction Piping to be i)(S tt inch to keep velocity @ 8 fps max.at /Up gpm Maximum System Flow Rate Return Piping to be a inch to keep velocity @ 8 fps max.at /(16 gpm Maximum System Flow Rate Determine Simplified TDH: 1. Distance from pool,to pump in Ft: 2 2. Friction loss (in suction pipe)in 3 inch pipe per 1 t. @ gpm= 1(A) (from pipe flow/friction loss chart) 3. Friction loss(in return pipe)in ars inch pipe per 1 t. @ gpm= /(JO (from pipe flow/friction loss chart) 4. Z C' X � OLi = 0f (Length of Suction Pipe) (Ft of head/left of Pipe) (I'DH Suction Pipe) 5. a() X • d 1 = rrg (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) Flow and Friction Loss Per Foot j (Schedule 40 pvc Pipe) TDH in Piping_a . Lct Filter loss in TDH (from filter data sheet) j S Velocity-Feet Per Second Plpe Slze 6FPS 8FPS Heater loss in TDH (from heater data sheet) I S- 1.5" 37gpm 0.08' S0gpm .14' Total all other loss 6 62gpm 0.06' 82 gpm .10" 25" as gpm 0.05' 117 gpm .09' Total Dynamic Head(TDH) 3 ;). . (,o 3" 136 gpm 0.04' 181 gpm .07' Selected Pump and Main Drain Cover: Pump selection 1-6411i cto V-c 3 J SD using pump curve for TDH&System Flow Rate (Pump model and size in HP) Main Drain Cover UJ0 kilk ' .y (a 9 0 (System Flow Rate must not exceed approved cover flow rates) (Pump model and she in HP) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required In-floor Suction Outlets: (Ch all that apply) n O E- 3' -b O �7 } suction outlets @ ` gpm max. flow (see note 2) 0 0 0 0 suction outlets @ gpm max. flow (see note 3) 0 channel drain @ gpm w/ ports (see note 4) . FFICE COPY TDH Calculation Options ANSI/APSP/ICC Worksheet (For each Pump) Swimming Pool Energy Efficiency Compliance Information Check one Note:These Requirements Apply ONLY to the Filtration Pump ON--..„Simplified Total Dynamic Head (STDH) Maximum Filtration Flow Rate Calcutlations Complete STDH Worksheet-Fill in all blanks Pool Water Voumel SUn) _360= ''f c! filtration gpm= flow rate ❑ Total Dynamic Head (TDH) IN Complete Program or other talcs. Fill in Is there an Auxiliary load on the filtration pump?Yes NO iN required blanks on worksheet&attach If so,what is the auxiliary flow rate calculations Maximum Flow Rate `1 y gpm(maximum auxiliary pool loads or ❑ Maximum Flow Capacity the filtration flow rate,whichever is greater. of the new or replacement pump Notes: The pool filtration flow rate shall not be greater than the rate needed 1. If a variable speed pump is used,use the max to turn over the pool water volume in 6 hours or 36 gpm whichever is pump low in calculations greater. This means that for pools of less than 13000 gallons,the 2. For side wall drains,use appropriate side wall drain flow as published by manufacturer pump shall be sized to have a flow rate of 36 gpm or less. SI 3. Insert manufacturer's name and approved Suction Pipe size @ 6 fps J inch maximum flow Return Pipe size @ 8 FPS all inch 4. See installation instructions for number of ports to be used Filter Factors:(Cartridge .375)or(D.E 2)or(Sand 15) 5. In-Floor suction outlet cover/grate must - .315- = oZ t,t v conform to most recent edition of ASME/ANSI (flow rate) (filter factor) (minimum filter size) A112.19.8 and be embossed with that edition Filter Make/Size T..p.c i r' 2.P 3 cm-) approval Backwash valve?Yes No l� (if yes,must be 2 inch min) 6. Pump,Filter and Heater make and model cannot change,and equipment location cannot Pump Selection from APSP database o Curve A(less than 170 be move closer the pool without submitting a gallons)or C(greater than 17000 gallons)(circle one) revised plan and TDH calculation worksheet forModel SNiL I(�'(a vs 3 0 s approval Flow Rate(low speed) /C') gpm @/OZ'.) rpm Velocity-Feet Per Second F1S�w Rate(highs ed gpm @ jcei)rpm not require Pipe Size 6 FPS 8 FPS —'� if no auxiliary load on filtration pump ) 1.5" 37 gpm 0.08' 50 gpm .14' Pump Controls 2" 62 gpm 0.06' 82 gpm .10" 2.5" 88 gpm 0.05' 117 gpm .08' Standard time clock/2 speed time clock ►' or other 3" 136 gpm 0.04' 181 gpm .07' — Heater Model 4" 234 gpm 0.03' 313 gpm .05' 6" 534 gpm 0.02' 712 gpm .03' 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. to Swimming Pool Specifications for: Owner: O G ors Sign lure Address City,State,Zip Print Name cccLis-7 \-13-°) Certification Number 104 33`1 5L(31 Telephone Number Total Head In Feet Conversion Chart OFFICE COPY Inches Mercury(Vacuum Gauge) 0 2 4 6 8 10 12 14 16 18 0 0 2.3 4.5 6.8 9 11.3 13.6 15.8 18.1 20.3 1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25 3 6.9 9.2 11.5 13.7 16 18.2 20.5 22.8 25 27.3 4 9.2 11.5 13.8 16 18.3 20.5 22.8 25.1 27.3 29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 • 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 7 16.2 18.4 20.7 23 25.2 27.5 29.7 32 34.3 36.5 8 18.5 20.7 23 25.3 27.5 29.8 32 34.4 36.6 38.8 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 P 11 25.4 27.7 29.9 32.2 34.5 36.7 39 41.2 43.5 45.8 S 12 27.7 30 32.2 34.5 36.8 39 41.3 43.5 45.8 48.1 I 13 30 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55 16 37 39.2 41.5 43.7 46 48.3 50.5 52.8 55 57.3 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62 64.2 20 46.2 48.5 50.7 53 55.2 57.5 59.8 62 64.3 66.5 21 48.5 50.8 53 55.3 57.6 59.8 62.1 64.3 66.6 58.9 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69 71.2 73.5 24 55.4 57.7 60 62.5 64.5 66.7 69 71.3 73.5 75.8 25 57.8 60 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 90.5 82.7 28 64.7 66.9 69.2 71.5 73.7 76 78.2 80.5 82.8 85 29 67 69.3 71.5 73.8 76 78.3 80.5 82.8 85.1 87.3 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92 32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92 94.3 33 76.2 78.5 80.7 83 85.3 87.5 89.8 92 94.3 96.6 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 101.2 * NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. ** GAGES TO BE INSTALLED AT THE TIME OF FINAL INSPECTION FOR VERIFICATION. • a -b � . .Pro° VS 3050 High Performance Pump vl Dimensions and Performance ' :••••,..:.-,r,•.; (11)) C11/ 41111) • 0 LISTED CSAcerl,ed Gsted ,, a • ;•_. 120 • ,-4..';•' , -35- • "ii". - 106 • •i'* . ©3450 rpm T'' J L 80 '•`:' xx.' h .s.-^.tom` ` .. _ °, -; 060 • • = 15- P 1lLqfr ''-'0.2350 rp'rk . 40 b."1"mr.444.4.41.888 ' .. , 20 © 1560 rpm r 750 rpm # i r r I - I .i 0 20 40 60 80 100 120 140 160 I U.S.Gallons per minute , a, ' 5 10 15 20 25 30 35 `tea ;, Cubic Meters per hour '" :w;, ----------------- 26.406 — -- -- J • na It/ i :� 1 i '' 1)1111 1 }o- __ I — -�r r �~ �—^-��°s --� 118 I y � ' .-...�-' ..- ------.--- •,c il -- 11.047 r . '-,, ,A r,.,....,..... ... ............ -.....,.. ,• ...„ , -.:„„ i- k4f-A., „, 7,,-,o .-t-- •________.= . . .,,,...y.. ,,,, „r„,„. .,.!..,. , ,,,,......, _ • .......„._ . . . .. . ,. ,, •' ,.::..., t / . -...,,,,,..,:i ,.. . ..,iyi .1- -• il.J, •,...„... ” 10 75 (0,44 4 / M y �t, . • iii lli • al IN :•••,:,-.:: { • ®FFIcE copy •r:tent parts r 1 8! • "T;i Intelli to®VS 3050 & IntelliFlo VS+SVRS . 14 C • . High Performance Pump _ �� Pentair Pool Products` tn t / Featured Highlights a E 1'' , l Eco. • Slashes energy costs up to 30%or mor CL. .„' -' Select • Easy to program and operate ,,)tair r • Offers ultra-quiet operation ...just 7— t1 --,, decibels or half a human whisper : { • Operates at the minimum speed requii -•';':4.„..-!;.,-,;:.7-i .:;1 for unmatched longevity '$''g • Compatible with other pool systems, including EasyTouch®,IntelliTouch®,ant SunTouch- t, IntelliFlo VS 3050 High Performance Pump Patents Pending iti IntelliFlo®VS 3050 allows the programming of four various speeds .,- ranging from 400 to 3450 RPMs to accomplish different tasks at :0 lowest energy usage. Ordering Information Full Load kW HP SF SFHP Port Size(NPT) Carton Product Description Certifications Voltage Amps Suct&Disch. (Lbs • _ INTELLIFLOVS 3050 PUMP • 011013 IntelliFlo VS 3050 UL,CSA,NSF 230 16 3.2 3 1.15 3.45 2" 47 011017 IntelliFloVS+SVRS UL,NSF 230 16 3.2 3 1.15 3.45 2" 47 k ACCESSORIES 520641 IntelliComm 4 8 V 350122 50'Communication Cable' 'Included in package with pump. t , f' 1 .°4... . ems`��' to terratee buttons set e F toe eyelet, *Abet WW ..and mon t /' "'�.,•,. !• 'kj„rgtt Olt your pool professional tWl N the most efficient speed ws. Alarm Status I,ght-a -. sequence OlN nkf alerts Yu f tone Non.that may w _ - need attention 's Um. 0 i. 166 F f wSTA' SYSTEM:2 • ..... ' • . Repair parts- see page 170 Y'' PLM SERIES - Sia Rite's modular media fillraiion is the perfect match • I' for the small in-ground and above-ground pool markets. Advances • „ in media technology and balanced flow design provide dirt-loading t capabilities up to 15 limes greater than sand fillers of equivalent size. /-:.* IVirtually maintenance-free operation for today's pool owner. Nowt. ,,,,fp:.:-,/ti available in 300 sq. ft! i rf . r' n CERTIFICATIONS - The filler shall be tested and certified by a ,' 'y •'F' ` 'i` nationallyrecognized testing laboratory to conform to NSF Std. 50. ''' ttix, r • y ° y+ Gi r ':`,1",;,V.1:,',.14-.::;',...; W#A.*Ya"iie t• I. NSE! ;.• •Typical Installation— In-ground the smaller Syslem�2 filler,enabling Large Drain Plug—Filter includes a I pools and in ground hot tubs maintenance Free operation for ?_"NPT Drain ports,which are 0 I Quality Construction — Durable pools of all sizes provided with reducer bushing an Iwo piece tank housing constructed Low Maintenance— Complete I-1/2"drain plug 111 of rugged ABS thermoplastic to media coverage combined wish Modular Filter Tanks—Allows 1ensure a long-lasting lank life shallow pleats means greater dire for quick change of filler medias ' holding capabilities,resulting in without changing the tank Easy Access— Posl Lok'locking itb, • ,- . ring provides safe,fast access to longer filter cycles and less cleaning Sleek Looks—Contemporary .11. '41 lank internals A Perfect Fit—The small diameter style and mane black finish looks +, ! Patented Design— The patented, foolprinl makes the System.2 filter aiiraciive in any pool setting i. innovative balanced flow design a perfect fit for new and retrofit firs) Introduced with the Syslem:3 installations.The inlerchangeble Mod Media filler is now available in ports provide multiple plumbing options. ' I r I Ethel Oplimal' Flow Haled" TURNOVER RATE(GALLONS) Tank Approx. Calalog Area Performance GPM (FLOW RATE x 60 x HOURS) Number __ perq — Port Ship.Weight (sq.IL) at this GPM s fl. - A - - " .— _ AI 6 Hrs. AIB Hrs. AI l0 Hrs. Size (lbs.) PLM 100 100 • 50-75 38 100 14-36,000 18 '18.000 /3 60,000 2" 41 47• 125 17•45,000 22 60,000 20 75,000 2" 42 :,__.._ S6 150 20-5'1,000 2/-72,000 i'i 90.000 2" '13 PLM1/5 175 --- .. -- J. --._...___-- .- - 120 66- 150 24-54.000 31 • 72,000 39•90,000 2" 44 L WOO — 200 — SO• 120 _ 75•• 150 27-54.000_ 36 72,0W.) 'is 9_0,uuu 2" 45 FL M:h1U ion ion --_—Si)- 120 113 150 _ 41 -54,000 54 /2,000 6H '.10,000 ?" 53 --- 'Upc,.dn,,ai ihe.GPM will piuvid,•the longed tiller rycles combined wish Ihr beg and greatest rtu I loading rap,,,ay i.uy..,Idler area will provide longer Idle,,yrles helwecn cleanings "Rased on Ng'n',rnnn,enrled flow rale for commercial al 315 GPM per square foul No ha,),wash valve ie.11/111.(1 NOTE:operating I in iii', ,n,aXlin l,m continual operating pressure of 511 1'51 Pool/spit Ihalher)apple.,bons.,n,,nu-u,n,upe4411,,1 water temperature (une,nallib•,) N,Y7 ('ioi) OF CECOPY k STA-RITE ;YSTEM:2r" accessory ordering information ; Approx.Ship. - . Wolfht mbar Description ]1 ; 02-01005 100 Sq.Ft.Replacement Module for PLM100 11.5 40,2-0125S125 Sq.Ft.Replacement Module for PLM125 12 t+,+ -0150S 150 Sq.Ft.Replacement Module for PLM150 13 01755 - 175 Sq.Ft.Replacement Module for PLM 175 14 '-t1• p-02005 200 Sq.Ft.Replacement Module for PLM200 19 "',0020300S 300 Sq.Ft.Replacement Module for PLM 300 8 9 7,.-8.820P 2"x 1-1/2"Pipe Reducer Bushing 1 oz. o Spring Check Valve O tlt0101305 CO outline dimensions MS 0- . ;,'-'.-... "..111111--V PLM300ki140 \ I 111 tSI f co 100, \ /� ,,.t 011 200 V . \ . CL Alriah r. .1111 tf71 sc 3164 11111111111111 1111111111111111 • ■.mom ��-w'��� ����III�I..... III-- �II�I�IIIIII��I�I�IIIII�I` I i' htIIIuiIIIIIIII,I -I. IIIIIIIuIIIIIIIIII vn -. •'. I Iiia • .11 O0tlf1 OUllfl rusi, IMP ',NV 1 q" ,,,,,.. s � IGI i �•�� 11 - 11 i Ism 1 k 15DJ --I IF All dimensions shown in inches. t. 'otter performance irt i;. i®� - _ __ -- OFFICE COPY ___ FA :111 - • iIii' PLM100 PLM125, �; PLM150,PLM175, ii 1: :.,; im, rrA a _ PLM200,PLM300 , r , 'l 10 20 40 60 80 100120 140 160 is LOW RATE IN GALLONS PER MINUTE ,,• 51 + Faz Orders 12621.728-7550 I www slaritepool.tom I Delavan, WI 53115 USA 155949PS Waterway Technical Bulletin:VG82008VGB • - .;�. (2) �oaa , `=� 640-231x V tom: 8"Anti-Entrapment Main Drain Cover and Frame • _ 640 23Y 10 .. Waterway main drain covers are compliant with the Virginia Graeme-Baker . : = — '. Pool and Spa Safety Act(ASME/ANSI A112.19.8-2007)and are UL Certified. • 4 They are designed for single or multiple drain use.This drain cover assembly 21 • - • : = _• • i.',,s i S i •r_ail includes frame and stainless steel screws with brass inserts.Packed 25 per case. The Waterway 640-231 x V series covers and frames are available in: ` ' ❑ White ❑ Bone ■ Black ❑ Gray ■ Dark Gray ■ Beige ■ Dark Blue Model No. Description Size Total Open Area Floor Flow Rate Wall Flow Rate Flow Rate GPM Square Inches GPM GPM @ 1.5 ft/sec 00-@.2,27 ft/sec 64 @ 1 73 ftlsec 55 0 8.650 . Part MI Desmon 0 7.624 — 819-00051 #8 Stainless Steel Screw-32 x'/,s ' 642-215x V 8'Anti-Vortex Drain Cover 7.000 642-214x 8"Anti-Vortex Drain Frame 819-00051 • 40.41111 Arbbilii4b, \ -- T • / •� & ---5 O O '� � \ 642-2tsxV iii ♦� O • • • O '#NO 4f64i vow Ai 0 S_, • • 01 i%ill �� ' ' �� t\� I I� i (O • • w •' • O 0 8•,j .300 • SII r ‘-‘0% 0% 0• • • • •O O��•� Ill 642-2I4x - - - ‘T k\O 0000 0,0�Oma♦.1 /..' \ Linuml .0 i . i---.470 — .975 .800 „j//y r T r /,' I Li 1 1\ ' N`.. 1 I 1 _ t Bi Su.MY Caminti ia?groieztfigs ,„ _ .. ©2009 Waterway Plastics•2200 Sturgis Road,Oxnard,CA 93030•Ph.805-981-0262.waterway@waterwayplastics.com•www.waterwayplastics.com 807-0081.0309 . OFFICE COPY .�1 Verizon LTE 1:07 PM 0 14% Not Secure poolguard.com POOLGUARD/PBM INDUSTRIES, INC.has been manufacturing pool alarms,door alarms. and gate alarms since 1982.All Poolguard products are proudly Made in the USA. Poolguard Pool Alarms were tested and Top Rated"by Good Housekeeping Magazine. Poolguard Pool Alarms have been Tested and 0 " Certified by NSF International to the ASTM Standard Safety Specification for Residential Pool Alarms,ASTM F 2208-08. • OFFICE COPY POOLGUARD IN GROUND POOL ALARM NSF CERTIFIED TO ASTM F 2208-08 NEW Weatherproof Design NEW Sensing Technology NEW Microprocessor Technology 3 Year Warranty • The Poolguard POOL ALARM, once installed in the pool, cannot be de-activated; it is always in the alarm ready mode. • Tamper Proof: Poolguard POOL ALARM will sound an alarm when removed from the pool. • Sleep mode: when you would like to use your pool, simply remove the alarm from the pool and put it into sleep mode. • Automatic Wake-up: The Poolguard Pool Alarm will automatically wake up and run a system test when installed into the pool. • The Poolguard Pool Alarm comes with an in-house remote receiver that has a range up to 200 ft., and comes with a 12 volt power supply. • The Poolguard poolside alarm works on a 9-volt battery (not included); with a battery life of approximately one year. • Audible low battery indicator at the poolside alarm is also indicated by the in house remote receiver. • New sensing technology provides less chance of false alarms due to wind, rain or small objects such as sticks or toys entering the water. • Poolguard Pool Alarms have been tested and comply to the ASTM Standard Specification for Pool Alarms ASTM F2208, in a 16' x 32' pool. Poolguard Alarms can be used in pools up to 20' x 40' or 800 square feet. • The Poolguard Pool Alarm can be used with a solar blanket. • Most reliable, advanced, and affordable alarm available. • Poolguard PGRM-2 is designed to detect intrusions similar to a one year old child Innrnund Pnnl Alarm PDF manual FOUND NO" IRON PIPE TBM #2 MNDTS ELEV. = 9.80 [NAVD-88] FOUND 1/2" �r IRON PIPE ILLEGIBLE n �S 5.0 11.2 F S6 PIIS `? / / � o. 0. a EX -11.9 ,9 o�p v� \ FOUND IRON PIPE N / / EX -12 0 Q�Q, ��\G �p OP AND CAP ry <\ DE -11.8 b• "DURDEN LB6696" x EX -12.0 DE -11.9 °cv1 �� �� �vV DO / FOUND 1/2" X IRON PIPE <FV o\ �� �9 l �� / AND CAP �a �J^a\ ' C / "LB 6696" ►�D \ o 7.5' JEA EASEMENT EX -12.1 �' o°A� 5.1 Q, DE -12.2 j 5.1 O c� 1 \ J 12.1 xS 5.0 \�O`��� MUP4 �'' DEUtOPMENT DE -12.4 x ,� e, F� F� UND APPROVED FO OIRON PIPE AND CAP TOTAL AREA LOT 8 080 SQFT "MILLER LS3848" TOTAL IMPERVIOUS BEFORE POOL 4168 SQFT 51� \ TOTAL IMPERVIOUS AFTER POOL 4 445 SQFT 55% 0 BOUNDARY AND TOPOGRAPHIC SURVEY OF: LOT 62, ATLANTIC BEACH COUNTY CLUB 2 PLAT THEREOF, RECORDED IN PLAT BOOK 67, PAGE 132-138 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA ,E FOR: OFFICE COPY JOHN DEFILIPPO 1" = 20' GRAPHIC SCALE 0 10' 20' 40' LEGEND CURVE DATA DE DESIGN ELEVATION NUMBER RADIUS DELTA LENGTH CiORD (P) CHORD BEARING Cl (P) 400.00 4'19'10" 30.16' 30.15' ID. 525'46'43"E Cl (M) 437.27' 3'57'03" 30.15' 30.15' FC 525'43'26"E C2(P) 400.00' 5'4632"40.32' 40.30' MNDTS N26'30'25"W C2(M) 400.23' 5'46'22" 40.33' 40.31' N26'30'20"W C3(P) 400.00' 3'17'35" 22.99' 22.99' N31'02'28"W C3(M) 400.00' 3'17'33" 22.99' 22.98' N30'59'42"W FOUND NO" IRON PIPE TBM #2 MNDTS ELEV. = 9.80 [NAVD-88] FOUND 1/2" �r IRON PIPE ILLEGIBLE n �S 5.0 11.2 F S6 PIIS `? / / � o. 0. a EX -11.9 ,9 o�p v� \ FOUND IRON PIPE N / / EX -12 0 Q�Q, ��\G �p OP AND CAP ry <\ DE -11.8 b• "DURDEN LB6696" x EX -12.0 DE -11.9 °cv1 �� �� �vV DO / FOUND 1/2" X IRON PIPE <FV o\ �� �9 l �� / AND CAP �a �J^a\ ' C / "LB 6696" ►�D \ o 7.5' JEA EASEMENT EX -12.1 �' o°A� 5.1 Q, DE -12.2 j 5.1 O c� 1 \ J 12.1 xS 5.0 \�O`��� MUP4 �'' DEUtOPMENT DE -12.4 x ,� e, F� F� UND APPROVED FO OIRON PIPE AND CAP TOTAL AREA LOT 8 080 SQFT "MILLER LS3848" TOTAL IMPERVIOUS BEFORE POOL 4168 SQFT 51� \ TOTAL IMPERVIOUS AFTER POOL 4 445 SQFT 55% 0 BOUNDARY AND TOPOGRAPHIC SURVEY OF: LOT 62, ATLANTIC BEACH COUNTY CLUB 2 PLAT THEREOF, RECORDED IN PLAT BOOK 67, PAGE 132-138 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA ,E FOR: OFFICE COPY JOHN DEFILIPPO 1" = 20' GRAPHIC SCALE 0 10' 20' 40' GENERAL NOTES: 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88), AND ARE BASED ON A FOUND USGS BRASS ELEVATION DISK STAMPED "Q 688" ELEVATION 12.52 (NAVD-88) LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 3rd STREET SOUTH AND 11th AVENUE SOUTH. 2. UNDERGROUND IMPROVEMENTS AND UTILITIES WERE NOT LOCATED AS PART OF THIS SURVEY, EXCEPT AS SHOWN HEREON. 3. MEASUREMENT METHODS USED FOR THIS SURVEY MEET STANDARDS OF PRACTICE FOR LAND SURVEYING AS SET FORTH IN FLORIDA ADMINISTRATIVE CODE CHAPTER 5 J-17.050-.052 REQUIREMENTS. 4. ALL DATA SHOWN HEREON ARE FIELD MEASURED UNLESS OTHERWISE NOTED. 5. BEARINGS SHOWN HEREON, ARE BASED UPON THE SOUTHWESTERLY LOT LINE OF LOT 62 OF ATLANTIC BEACH COUNTY CLUB PHASE 2 PLAT OF RECORD. JOB No. 19-137 REVISION: DA TE.' B Y.• FILE No. A-147 PARTY CHIEF: EDOCKERY F.B. 211-38 DRAWN BY: THODGE CHECKED BY.• J. THOMAS SURVEY DATE 10-29-19 CAD FILE: P:\19\19-137 COAB 1816 ATLANTIC BEACH DRIVE FOR RD GRAY\DWG\19-137-1816 ATLANTIC BEACH DRIVE BOUNDARY.DWG ALMOTTO & ASSOCIATES, INC. NATIONALLY CERTIFIED SURVEYORS & MAPPERS CERTIFICATE OF AUTHORIZATION No. LB 6508 2426 PHILIPS HICHWA Y JACKSONVILLE, FLORIDA 32207 G H IOTTO (904) 8815--0071 8 fl S O C I 0 T E S (904)= 886— .71 74 FAX www. GHlOTTO. Corri.- JOHN%%%°°0°6223 NOT VALID WITH TPIEG' A ,'-7_ai7E AND THE ORIGINAL RAISED SEAL OF A FL I A LICENSED SURVEYOR AND MAPPER LEGEND DE DESIGN ELEVATION AL ALUMINUM ELEV. ELEVATION (P) PLAT EX EXISTING ELEVATION (M) MEASURED ID. IDENTIFICATION IP IRON PIPE LB LICENSED BUSINESS FC FENCE DE DESIGN ELEVATION TBM BENCHMARK MNDTS MAG NAIL AND DISK x##.# GROUND ELEVATION FFE FINISH FLOOR ELEV. GENERAL NOTES: 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88), AND ARE BASED ON A FOUND USGS BRASS ELEVATION DISK STAMPED "Q 688" ELEVATION 12.52 (NAVD-88) LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 3rd STREET SOUTH AND 11th AVENUE SOUTH. 2. UNDERGROUND IMPROVEMENTS AND UTILITIES WERE NOT LOCATED AS PART OF THIS SURVEY, EXCEPT AS SHOWN HEREON. 3. MEASUREMENT METHODS USED FOR THIS SURVEY MEET STANDARDS OF PRACTICE FOR LAND SURVEYING AS SET FORTH IN FLORIDA ADMINISTRATIVE CODE CHAPTER 5 J-17.050-.052 REQUIREMENTS. 4. ALL DATA SHOWN HEREON ARE FIELD MEASURED UNLESS OTHERWISE NOTED. 5. BEARINGS SHOWN HEREON, ARE BASED UPON THE SOUTHWESTERLY LOT LINE OF LOT 62 OF ATLANTIC BEACH COUNTY CLUB PHASE 2 PLAT OF RECORD. JOB No. 19-137 REVISION: DA TE.' B Y.• FILE No. A-147 PARTY CHIEF: EDOCKERY F.B. 211-38 DRAWN BY: THODGE CHECKED BY.• J. THOMAS SURVEY DATE 10-29-19 CAD FILE: P:\19\19-137 COAB 1816 ATLANTIC BEACH DRIVE FOR RD GRAY\DWG\19-137-1816 ATLANTIC BEACH DRIVE BOUNDARY.DWG ALMOTTO & ASSOCIATES, INC. NATIONALLY CERTIFIED SURVEYORS & MAPPERS CERTIFICATE OF AUTHORIZATION No. LB 6508 2426 PHILIPS HICHWA Y JACKSONVILLE, FLORIDA 32207 G H IOTTO (904) 8815--0071 8 fl S O C I 0 T E S (904)= 886— .71 74 FAX www. GHlOTTO. Corri.- JOHN%%%°°0°6223 NOT VALID WITH TPIEG' A ,'-7_ai7E AND THE ORIGINAL RAISED SEAL OF A FL I A LICENSED SURVEYOR AND MAPPER �, �'��'11°x• / � 11.2 161 �$1ro FY pt' EX -11.9 ',oe%� / DE -11.7 Qo0. G FOUNDIRON AND PIPE v C\/ DE -11.8 E4�� EN 1-86696" xEX_12,0 ADE-11og 10 9� 1\ CO) AF P\ S FSP 2 Cao �,p\ v CJS A 00<\xi� .1 > .2 ly 51 11.9 .� � N 1 72.1 \\ / 5,0 o EX -12.8 x ��' �bti FOUND 1/2"I� IRON PIPE AND CAP LILLER LS3848" FOUND NO" IRON PIPE NO ID. \ 2p FOUND 1/2 IRON PIP'. 17ELEV. = 9.80 [NAVD-68] 5.0 \ �\ �® k. '01 ' CIO 120 op A \ \ / / FOUND 1/2" �6 / IRON PIPE / AND CAP / "LB 6696" ' /4 7.5' JEA V0 EASEMENT 5.1 5 �1 111 �p Dc� , s7s1 A\,\ S� \50" TOTAL AREA LOT8 080 SQFT TOTAL IMPERVIOUS BEFORE POOL 4168 SQFT 51% TOTAL IMPERVIOUS AFTER POOL 4,445 SOFT 1 557 0 BOUNDARY AD TOP G P IC SURVEY OF: LOT 62, ATLANTIC BEACH COUNTY CLUB 2 PLAT THEREOF, RECORDED IN PLAT BOOK 67, PAGE 132-138 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA q,E FOR: JOHN DEFILIPPO 1" = 20' GRAPHIC SCALE 0 10' 20' 40' PU LIC WORKS \ { APPROVED { } DENIED { ) NOT APPLICABLE TO DEPT DE DESIGN ELEVATION CURVE DATA ELEVATION EX NUMBER RADIUS DELTA LENGTH CHORE) CHORD BEARING Cl (P) 400.00 4'19'10" 30.16' 30.15' 525'46'43"E Cl(M) 437.27' 3'57'03" 30.15' 30.15 S25'43'26"E 400.00' 5'46'32" 40.32' 40.30' N26'30'25"W !C2(P) (M) 400.23' 5'46'22" 40.33' 40.31' N26'30'20"W C3(P) 400.00' 377'35" 22.99' 22.99' N31'02'28"W C3(M) 400.00' 3'17'33" 22.99' 22.9E' N30'59'42"W �, �'��'11°x• / � 11.2 161 �$1ro FY pt' EX -11.9 ',oe%� / DE -11.7 Qo0. G FOUNDIRON AND PIPE v C\/ DE -11.8 E4�� EN 1-86696" xEX_12,0 ADE-11og 10 9� 1\ CO) AF P\ S FSP 2 Cao �,p\ v CJS A 00<\xi� .1 > .2 ly 51 11.9 .� � N 1 72.1 \\ / 5,0 o EX -12.8 x ��' �bti FOUND 1/2"I� IRON PIPE AND CAP LILLER LS3848" FOUND NO" IRON PIPE NO ID. \ 2p FOUND 1/2 IRON PIP'. 17ELEV. = 9.80 [NAVD-68] 5.0 \ �\ �® k. '01 ' CIO 120 op A \ \ / / FOUND 1/2" �6 / IRON PIPE / AND CAP / "LB 6696" ' /4 7.5' JEA V0 EASEMENT 5.1 5 �1 111 �p Dc� , s7s1 A\,\ S� \50" TOTAL AREA LOT8 080 SQFT TOTAL IMPERVIOUS BEFORE POOL 4168 SQFT 51% TOTAL IMPERVIOUS AFTER POOL 4,445 SOFT 1 557 0 BOUNDARY AD TOP G P IC SURVEY OF: LOT 62, ATLANTIC BEACH COUNTY CLUB 2 PLAT THEREOF, RECORDED IN PLAT BOOK 67, PAGE 132-138 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA q,E FOR: JOHN DEFILIPPO 1" = 20' GRAPHIC SCALE 0 10' 20' 40' PU LIC WORKS \ { APPROVED { } DENIED { ) NOT APPLICABLE TO DEPT DE DESIGN ELEVATION ELEV. ELEVATION EX EXISTING ELEVATION ID. IDENTIFICATION LB LICENSED BUSINESS DE DESIGN ELEVATION MNDTS MAG NAIL AND DISK FEE FINISH FLOOR ELEV. AL ALUMINUM (P) PLAT (M) MEASURED IP IRON PIPE FC FENCE TBM BENCHMARK x##.# GROUND ELEVATION GENERAL NOTES: 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD_88), AND ARE BASED ON A FOUND USGS BRASS ELEVATION DISK STAMPED "Q 688" ELEVATION 12.52 (NAVD_88) LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 3rd STREET SOUTH AND 11th AVENUE SOUTH. 2. UNDERGROUND IMPROVEMENTS AND UTILITIES WERE NOT LOCATED AS PART OF THIS SURVEY, EXCEPT AS SHOWN HEREON. 3. MEASUREMENT METHODS USED FOR THIS SURVEY MEET STANDARDS OF PRACTICE FOR LAND SURVEYING AS SET FORTH IN FLORIDA ADMINISTRATIVE CODE CHAPTER 5 J-17.050-.052 REQUIREMENTS. 4. ALL DATA SHOWN HEREON ARE FIELD MEASURED UNLESS OTHERWISE NOTED. 5. BEARINGS SHOWN HEREON, ARE BASED UPON THE SOUTHWESTERLY LOT LINE OF LOT 62 OF ATLANTIC BEACH COUNTY CLUB PHASE 2 PLAT OF RECORD. JOB No. 19-137 REVISION: DA TE: B Y.• FILE No. A-147 PARTY CHIEF: E.DOCKERY F.B. 211-38 DRAWN BY.- T.HODGE CHECKED BY.' J. THOMAS SURVEY DATE 10-2.9-19 GR Q) FILL: P:\19\19-137 COAB 1816 ATLANTIC BEACH DRIVE FOR RD AY\DWG\19-137-1816 ATLANTIC BEACH DRIVE BOUNDARY.DWG GHIOTTO &° ASSOCIATES, INC. NATIONALLY CERTIFIED SURVEYORS & MAPPERS CERTIFICATE OF AUTHORIZATION No. LB 6508 A, 2426 PHILIPS HICHWAY JACKSONVILLE, FLORIDA 32207 GHIOTTO (904) 886-0077 B S I OTT E S (904) 886--77,74 FAX www. CHI 0TTC. corn o. 6223 NOT VALID WITHO ' THE SGNA?(JRE AND THE ORIGINAL RAISED SEAL OF A FLl A ZICENSED SURVEYOR AND MAPPER 0- ("j- o' CURVE DATA WAW RAMS DELTA LENM CH2n CHORD C1(P) 400.00 4'19'10* 30.16' 30AV CI(M) 437,27* 3157'03' 30.15' 30AW SEARNG 5254643E :M5*43!26*E C2(P) 400.00• 546'32' 40U2" 40.30' t�126'30'25*W C2(M) 400.23' 5*46*22* 40.33' 40.31' (126.30"20'W W(P) I 400.00• 3-17-3e 22.99' 2299' f131'02'28*W F 1 1 f130`59'42"w Im, FOUND 1/2" IRON PIPE ILLEGIBLE ka r-71 BOUNDARY AND TOPOGRAPHIC SURVEY OF: LOT 62, ATLANTIC BEACH COUNTY CLUB 2 PLAT THEREOF, RECORDED IN PLAT BOOK 67, PAGE 132-138 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA FOR: PPPFFICE COPY JOHN DEFILI 20' GRAPHIC SCALE C4- 0 10' 20' 401 > 3 . r 1v r -t Jr —12, 0 .0 FOUND 1 IRON F AND i P, s" \ 12,1 x\ 5.0x IRON PfPl AND CAI *LB 6696 7,5' JEA EASEMENT 01 A/b �o r�{- o I-e-�F- JV2> TRIOTA I&;L �R8.060 S -OFT -T—] AL IMP OUS BE FM --POOL 416 SFT 110TAL IMPERVIOUS AF DE DESIGN ELEVATION ELEV. ELEVATION EX 001- ID. IDENTIFICATION EX -11.9 LICENSED BUSINESS DE DE -1 .7 fRON PIPE �v DE -11. I L88698" K EX -1 x NIN, —1 > 3 . r 1v r -t Jr —12, 0 .0 FOUND 1 IRON F AND i P, s" \ 12,1 x\ 5.0x IRON PfPl AND CAI *LB 6696 7,5' JEA EASEMENT 01 A/b �o r�{- o I-e-�F- JV2> TRIOTA I&;L �R8.060 S -OFT -T—] AL IMP OUS BE FM --POOL 416 SFT 110TAL IMPERVIOUS AF DE DESIGN ELEVATION ELEV. ELEVATION EX EXISTING ELEVATION ID. IDENTIFICATION LB LICENSED BUSINESS DE DESIGN ELEVATION MNDTS MAG NAIL AND DISK FFE FINISH FLOOR ELEV. AL ALUMINUM (P) PLAT (M) MEASURED IP IRON PIPE FC FENCE TBM BENCHMARK x##.# GROUND ELEVATION GENE RAL_NOTES.-_ t ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUMbF 19M (NAVD� 88), AND ARE BASED ON A FOUND USGS BRASS ' ELEVATION DISK STAMPED "Q 688' ELEVATION 12.52 (NAVD,88) LOCATED AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF 3rd STREET SOUTH AND 11th AVENUE SOUTH. 2. UNDERGROUND IMPROVEMENTS AND UTILITIES WERE NOT LOCATED AS PART OF THIS SURVEY, EXCEPT AS SHOWN HEREON. 3. MEASUREMENT METHODS USED FOR THIS SURVEY MEET STANDARDS OF PRACTICE FOR LAND SURVEYING AS SET FORTH IN FLORIDA ADMINISTRATIVE CODE CHAPTER 5 J-17.050-.052 REQUIREMENTS. 4. ALL DATA SHOWN HEREON ARE FIELD MEASURED UNLESS OTHERWISE NOTED. 5. BEARINGS SHOWN HEREON, ARE BASED UPON THE SOUTHWESTERLY LOT LINE OF LOT 62 OF ATLANTIC BEACH COUNTY CLUB PHASE 2 PLAT OF RECORD. JOB No. 19-I37 REWSION.- DATE B Y - FILE No. A-147 PARTY CHIEF., EDOCKERY F.B. 211-38 DRAWN BY- THODGE CHECKED BY J. THOMAS SURVEY DATE 10-29-19 CAD FILE: P'\19\19-137 COAB 1816 ATLANTIC BEACH DRIVE FOR RD GRAY \DWG \19-137--1816 ATLANTIC BEACH DRIVE BOUNDARY.DWG MOTTO & ASSOCIAYESINC. NATIONALLY CERTIFIED SURVEYORS & I MAPPERS CERTIFICATE OF AUTHORIZATION No. LB 6508 A 2426 PHILIPS HIGHWAY ,JACKSONVILLE, FLORIDA 32207 (904) 886-0071 GHIOTTO (904) �,pc,-4T117)1y—FAX Q ROSOCIRIES wwwq - V 622J NOT VALID WITH E WWD THE ORIGINAL RAISED SEAL OF A FL Y ILI WYOR AND MAPPER Umbrella holder and two bubblers in sunshelf Pavers are 17/8 artistic pavers Barriers per FBC2017 water alarms and fencing Access this side 4' 11" 1 2' 2" B. 1 13.5ft Johr-s Spitler Isf i�,id Pools LLC john@islandpools. 5.5ft _ 3' Light Pool beam elevation even with existing patio pool beam is 8"-9"' 120V LED light IC40 with easy touch Intelliflo VS pump 12oK BTU heat/cool pump access on right side and will need pre grade maintain minimum setbacks umbrella holder in sunshelf verify equipment location before setting OFFICE C1 RD GRAY 334-5471 Owner: Defilippo State: Address: 1816 Atlantic Beach DR Zip: City: AB FL 32233 Phone: 323-449-5176 _ POOL SPECS 2ND PUMP: SIZE: 8x23 SQFT: 180tsf DEPTH: 35-5.5ft PERIMETER: 90 Ift EST TOTAL GALLONS: SKIMMERS: 1 RETURNS:3 INTERIOR MATERIAL: SPECIAL: TILE: NOTES: LIGHTS IN SPA: _ SPA SPECS 2ND PUMP: SIZE: SQFT: DEPTH: PERIMETER: EST TOTAL GALLONS: SPILLWAY: _ RAISED HEIGHT: SKIMMERS: RETURNS: TILE: INTERIOR MATERIAL: _ LIGHTS IN SPA: _ CPFr'TAI • _ NOTES: _ PLUMBING 2ND PUMP: RETURNS: 3 SKIMMERS: 1 POOL MAIN DRAINS: 2 SPA MAIN DRAINS: CLEANING SYSTEM: suction HEADS: -- VAC LINES: ROBOT VAC: _ WATER FEATURES: SPA SPILLWAY: _, LIGHTS IN POOL: LIGHTS IN SPA: _ TOTAL PIPE: — SPECIAL: -- NOTES: DECK 2ND PUMP: DECK TYPE: Brick pavers ELEVATION:. TOTAL DECK SQFT: 500 sft PERIMETER: RAISED BEAM: LIP STYLE: _ MATERIAL 1: MATERIAL 2: cPFr'TAI - NOTES: EQUIPMENT POOL PUMP: Intelliflo VS3050 2ND PUMP: FILTRATION: Cartridge FILTER SIZE: IRP 150 HEATER: INLINE: TIMER: EaaTouch 4 Function _ GAS: SPECIAL: IC 40 NOTES: OPTIONAL I2V LIGHT W/rRANS, Y," BRASS OR PVC (SEE NOTES) I SWIM -OUT OR LADDER REQUIRED (GR/#8 CL) WHERE DEPTH OVER 5' DE17P (SEE NOTES) FLOW THRU SPA NO SKIMMER TYPICAL GR PORN 3 SKIMMER REBAR, TOUT WITH N 8 CU TO PUMP 0 OPTIONALDECK W/ 1 WPCICIt IN ICS RAIL OPTION NO LIMITATIONS TO SHAPE EXCEPT FOR DIVING STEPS ENTRY REQUIRED (SEE NOTES) RAIL OPTIONAL GENERAL POOL PLAN LINE EXCEPTION: ROPE AND FLOATS INSTALLED IF LESS THAN 4'-6" 3 Max. Il _'— N.T.S. 2'.9" 'Min: EXCEPT FOR SEE NSPI 5 RE: SLOPINGG ENTRIES. 4'A" Max. - HANDHOLDS 9 a 8" Man. Radius 7 Max. I I.0" Max. IT'Min. TO SLOPE• CHANGE POOL SECTION DETAIL N.T.S. SB2836, 6-20-07 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF #9 AWG. BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BE- - V SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH s. 680.26(c) OF THE NATIONAL ELECTRICAL CODE. PAVERS OR FOOTING 4" DECK 2,500 DECK FINISH OPTIONAL Psi (Min.) CONC. PER CONTRACT W/FHIER MESH (NON -SLIP) gn POOL FINISH PER CONTRACT' 8" X 8" FOOTINGBEAM &"T' BAR W/(2) #3 BARS OPT10NAL 8 FINISH X" OR(1)#5 BAR 6 MARCITEOR EXPOSED 6" Min. WALL & FLOOR THICKNESS. 3,500 psi (MIN.) CONC. #3 BARS ON � AGGREGATE 12" CENTERS DITHER WAY, TIE ALT. INTERSECTIONS 15" MIN. OVERLAP. 2" MIN.COVERAGE ON STEEL W/CONC. TO ASTM A15. A16. ASTM A30-5 Structural subject to suitable soil conditions. POOL/SPA, DECK, BEAM, WALL, FLOOR N.T.S. SKIMMER REQUIRED FOR SPA WITH INDEPENDENT FILTRATION SYSTEM CIRCULA LINE > MAIN DRAIN REQUIRE (TAMPER PROOF/SEE NOTES) > LIGHTING & BONDING SAMA: AS POOL >NO LIMITATIONS ON SHAPE GENERAL SPA PLAN N.T.S. FLORIDA BUILDING CODE R4501 THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING, EI.E.CTRICAL AND GAS. PIPING SHALL BE SCH. 40 PVC, NSFpw, MAX. PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS. THE POOL PLAN SHALL SHOW TEIE DESIGN PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' WITH APPROVED ANSI/ASME Al 12.19.8.2009 COVERS. AS AN ALTERNATE THE APPROVED DRAINS MAY BE. PLACED ON DIFFERENT PLANES. THE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF I ii FPS AND TIME SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE, SUCTION PIPE SIZE: SKIMMERS DO NOT REQUIRE PROTECTION AND MUST BE DESIGNED FOR A MINIMUM 25 gpm. THE FOLLOWING SHALL BE LABELED WITH LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES, VALVES, PUMP(S) OFF SWITCH. ELECTRICAL REQUIREMENTS- -WI RING EQUIREMENTS: -WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 42, FLORIDA BUILDING CODE 6TH EDITION -RESIDENTIAL AND NEC 2014. -NO OUTLET OR OVERHEAD POWER WITHIN 10' IF WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN. 10' FROM POOL, 8" ABOVE WATER, J BOX V FROM POOL, BRASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. SAMPLE ONLY. EACH APPLICATION FOR PERMIT SHALL BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft. Determine System Flow Rate: Minimum Flow Rate Required: 35gpm per skimmer (Required: I Skimmer per 800 St.) Pool Volume: 500 _- sq. R x, 4 ____ave depth x 7.481 gal/cf - 15,0 gallons Turnover Time in Hours: _�hours x 60 rnin/hr = _- {Q_.._ ilninutes Flow Rate: _15 OW ._ gallons / _ HiQ _- minutes = ._.42____ Mm PIPE SITING CHART (MAXIMUN) PIPE SUCTION PRESSURE 114„ 35 GPM 65 GPM 2" 60 105 2)i 90 147 3., 135 230 4" 235 396 FOR POOLS WITH VOLUME -15,000 GALS: PUMP: STARITE P6E6DL OR HAYWARD SUPERII X IIP 42 GPM 60' TURN TURNOVER RATE =6 HOURS -360 MINS. FILTER: STARITE PTM'.50.50 6PM OR HAYWARD "L 75 GPM CAPACITY MAIN DRAIN: HAYWARD W6104SE CLEANER: HAYWARIkVAC LOC MAIN SUCTION PIPE SIZE SKIMMER SUCTION PIPE SIZE _2,'—' („ CLEANER/VAC AC PIPE SIZE 1 n RETURN SUCTION PIPE: SIZE SPECIAL SPA REQUIREMENTS: -MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH 28", MAX. -FLOOR SLOPE 1:12 -STEPS: MIN. TREAD 10" X 12", 7" MIN. RISER, 12" MAX. RISER EXCEPT THE BOTTOM STEP MAY BE, 14" IF IT IS THE SEAT. INTERMEDIATE TREADS AND RISERS TO BE UNIFORM. IF THE SPA IS OPERATED INTERMITTENTLY IT SHALL, HAVE A ONE HOUR TURNOVER, IF CONTINUOUS A SIX HOUR TURNOVER. -MAXIMUM TEMPERATURE 104 DEGREES. -MEET ANSI/NSPI ARTICLE XVII, SAFETY INSTRUCTION/SAFETY SIGNS. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. GENERAL DESIGN REQUIREMENTS -DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF APSP/ICC 3, APSPACC 4, APSP/ICC 5, AND APSP/ICC 6 AND APSPACC 7 BASED ON THE POOL TYPE. -SEE NSPI FOR DIVING WATER ENVELOPES. -SLIDES SHALL MEET THE MANUFACTURES INSTALLATION REQUIREMENTS. -ALL POOLS WHETHER PUBLIC Olt PRIVATE SHALI, BE 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 EXCEEDS5 FEET (1524 MM) THERE SHALL. BE LADDERS, STAIRS OR UNDERWATER BENCHES/ SWIM -OUTS IN THE DEEP END. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR SWIM -OUTS SHALL BE RECESSED OR LOCATED IN A CORNER. -CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WITH MSF 50. -TELE MAXIMUM TURNOVER RATE IS 12 HOURS. -FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAGE. -PUMPS 3 IIP AND LESS SHALL MEET ANSIIUL1081 CORROSION RESISTANT WITH STRAINER AND MEET THE REQUIRED FLAW. -SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SILALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. -APPROVED MANUFACUTRED INLET FITTNGS FOR THE RETURN OF RECIRCULATED POOL WATER. SHALL BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 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 SEALING FOR PRFSSURE TESTING OF THE POOL CIRCULATION PIPING. WHEN MORE'THAN ONE INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BE AT LEAST 10 FEET (3048 MM). -HEATER SHALL MEET ANSI -711.56 OR UL 1261 OR UL 559. -DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. -RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO MEET SECTONS 454.2.17 -WASTE DISPOSAL TO COMPLY WITH SECTION 454.2.10 di VN (� N . P-4� 0 b04 r +' o Q -N U "v -i-+ U U IT HAS BI -EN CERTIFIED THAT THESE DESIGN - REQUIREMENTS ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE R4501, 6TH EDITON 454.2-2017, ANSUAPSP/ICC 3, ANSUAPSP/ICC 4, ANSUAPSP/ICC 5, AND ANSUAPSP/ICC 6 AND Date:J ANSI/APSPACC 7, ANSI/APSP/ICC 14, ANSUAPSP/ICC 15. Drawn Date 1.2018 ISLAND POOLS LLC