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1175 Seminole Rd POOL20-0004 :' SWIMMING POOL PERMIT PERMIT NUMBER 1-• POOL20-0004 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ISSUED: 2/13/2020 A�, ATLANTIC BEACH, FL 32233 EXPIRES: 8/11/2020 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: 1175 SEMINOLE RD SWIMMING POOL SWIMMING SWIMMING POOL $39765.00 POOL RESIDENTIAL TYPE OF REAL ESTATE BUILDING USE ZONING: SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171890 0000 SELVA MARINA UNIT 01 COMPANY: ADDRESS: CITY: STATE: ZIP: ISLAND POOLS,LLC 1546 LINKSIDE DR ATLANTIC BEACH FL 32233 OWNER: ADDRESS: CITY: STATE: ZIP: MCKIMM ROBERT III 1175 SEMINOLE RD 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 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:2/13/2020 1 of 2 ri'-''''%/ri SWIMMING POOL PERMIT PERMIT NUMBER 4J� tS t! CITY OF ATLANTIC BEACH POO L20-0004 ,� r, 800 SEMINOLE ROAD ISSUED: 2/13/2020 'mortis) ATLANTIC BEACH. FL 32233 EXPIRES: 8/11/2020 i 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 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). 5 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. • 6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic(TOPO)survey with water retention for final CC Inspection. 9 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $250.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $125.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.63 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.75 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL:$584.38 Issued Date:2/13/2020 2 of 2 k's..:»>fi,r, City of Atlantic Beach APPLICATION NUMBER _" . amu} r .;2\ Building Department (To be assigned by the Building Department.) • 800 Seminole Road 0— 0� 1 .z' " r' Atlantic Beach, Flori '"`" da 32233-5445 P CD (� lJ , Phone(904)247-5826 • Fax(904)247-5845 V��11 �;rt> E-mail: building-dept©coab.us Date routed: 3 t Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: [7.5 SE1 ihOL.E ,RD De ant review required Yes No ildin Applicant: I sL_Pkito c, lS Planning &Zonin� Tree Ad`istratr Project: SLOt l\A/Y1 1 !v( P00 (-15-ublic Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION// STATUS Reviewing Department First Review: [uApproved. ❑Denied. ❑Not applicable (Circle one.) Comments: /\ 0 BUILDIN V PLANNING &ZONING y� y �- 1 Reviewed by: / ' Date:d/9 24Zc) 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 (;(51-;*,i,, City of Atlantic Beach APPLICATION NUMBER - •_ '',• Building Department (To be assigned by the Building Department.) 800 Seminole Road P `"� rl r W. � ' ',' Atlantic Beach, Florida 32233-5445 POD C� 0- v� \1'. Phone(904)247-5826 • Fax(904)247-5845 2 `�;31� • v E-mail: building-dept@coab.us Date routed: 3 i. 2 ID City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I L .5 SY\iNJoLE RE) Depa ent review required Yes No ildinq Applicant: t SLAcV ) D PO C.D L..S Punning g T ee Admii ra o Project: StiOt NA ni,` 1\)12. PO0 ( S uublic Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date:1-3^'2C'i TREE ADMIN. Second Review: nApproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. (Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 103/27/2015 at 08:39 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $3972.50 PREPARED BY,RECORD AND RETURN TO: Osborne&Sheffield Title Services,LLC 4776 Hodges Boulevard,Suite 206 Jacksonville,Florida 32224 File#: 2015-115K Parcel Identification Number: 171890-0000 5LQ(1 5)0 WARRANTY DEED THIS WARRANTY DEED made this 17th day of March, 2015, by 221 Oleander, LLC, a Florida limited liability company, hereinafter called Grantor, whose post office address is 101 Century 21 Drive, Suite 104-A, Jacksonville, Florida 32216, to Robert McKimm, III and Valerie McKimm, husband and wife, hereinafter called Grantee, and whose post office address is 1175 Seminole Road, Atlantic Beach,Florida 32233. (Wherever used herein the term "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 considerations, in hand paid by the said Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the said Grantee the following described land situate, lying and being in the County of Duval, State of Florida,to-wit: Lot 3, Block 1 of SELVA MARINA UNIT NO. 1, according to the Plat thereof as recorded in Plat Book 23, Page 4, of the Current Public Records of Duval County,Florida. SUBJECT TO taxes accruing subsequent to December 31, 2014. SUBJECT TO covenants, restrictions and easements of record, if any; however, this reference shall not operate to reimpose same. TOGETHER with all the tenements, hereditaments and appurtenances thereunto 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. Warranty Deed(Company to Individual) Page 1 of 2 OF 'CE COP' IN WITNESS WHEREOF, the said Grantor has set their hand and seal the day and year first above written. Signed, sealed . • delivered 221 Oleander, LLC, in our presen :.1 a Florida limited liability company Witness#1 s7.nature SCOTT . BOATR1GHT t 1 bop I Witness#1 printed name By: ,.A.& — ` 'by'' - L. • rno d P)4aetet-v-'-Adtf"- Its Manager Witless i os ature Witness#2 printed name STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 17th day of March, 2015, by Phyllis L. Arnold, as Manager of 221 Oleander, LLC, a Florida limited liability company, on behalf of the company, who is personally known to me, has prod ed a valid driver's license or has produced as identification. Notary Publi I My Commiss en Expires: (Notary Seal) •µr''''N„ MANY Punic State of Borba .4 Scott R Soatrlyht t My Commission or &pMas 09/14/2018 162581) Warranty Deed(Company to Individual) Page 2 of 2 r'#'.' '4. BuildingPermit Application lication OFFICE COPY � , Updated 10/9/18 � City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY �t yr IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: 1A to . ` ...At ' % Is / ' rmit Number: ho©�2O— Cr04 Legal Description 44 I�-2.5-ZZiE .v,4 V hi, IAV ovE.L04-3 RE# 111lgcp-OOiX? Valuation of Work(Replacement Cost)$` 1 11u75. Heated/Cooled SF g1K 1 Non-Heated/Cooled • Class of Work: IVNew ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/D,or • Use of existing/proposed structure(s): ❑Commercial.cidential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) El No Describe in detail the type of work to be performed: I ►I ►7OLV1.(1 5(,v1`01141109 p00 1 Florida Product Approval # for multiple products use product approval form Property Owner Information _ ' Name ( Qj* l/VICK,Yhwt Address I)�1`5 �►tliv1.O1� - City - [ �tG .✓� State 1 L Zip x}77 Phone C610 L-I 7?—I"110 E-Mail rJ I51?An ��%O . Owner or Agent(If Agen , Power of ttorney or Agency Letter Required) Contractor Information pa 1 31 4 1 A Name of Company (Q1D�IS 1 Ll-�_ Qualifyrn Agent �tA . (�V Address I5 0 Kht P 7 - City A+�yt-11CL • 1'1 State Zip 322.-3-5 Office PhoneGq'(t� j 5- '2-5-4.-t-'2-I Job Site C ntact Numbqr Q State Certification/Registration# I'415-7i2i E-Mail Yd 1\7J.+14- CIO N Architect Name&Phone# U ( Engineer's Name&Phone# N Workers Compensation Insurer (..,--%---)(_:2A-40- OR Exempt>I Expiration Date Sc -7:6it-S x z O Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or instal lattop se-- E:. c'b commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regul tnj� H i7 Z iii construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIG&, p Q WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirementilifiksm 0 0 permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,ial 2 there may be additional permits required from other governmental entities such as water management districts,state agentties,ir 0 Q federal agencies. (.) J u) Cl) CC B M z OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance witl©li a to LI- applicable laws regulating construction and zoning. O IA Li' $; y Q. X m WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MA" ; w 5 w LLIRESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND ,n L w TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE w RE R IN YOUR NOTICE OF COMMENCEMENT. I 1(Sign ure of Owner or Agent) (.1. <0.-- ..s..NN (Signature of Contractor) Signed and sworn to(or a ; before rne this /day of Signed and worn to(or affirmgd bore e this 3 day of ,� - 7 et,bY, -� �( --T c by ( ' •1JY!;!*, KAY KEEL SMITH �' - - -.es' _ .`, o�'•,t� . KAY KEEL SMITH 4Si_•na . Notary) ?• ass • _• Commission#GG 129904 ( nature of Notary) W. +� Commission#GG 1Y9904 "yi •.• Expires November 30,2021 ^�••a Ex ':+,-F. F pyres November 30 ''•,,Fs; •' Bonded Thru Troy Fain Insurance 800.3857019 � �'�-3 ;;��' ;, , ,2021 ( ��_- ,, u .A9 _ [ -• ,if,Ap oYFain Insurance'PlModuced Identification [ 1 Produced Identi ica i. Type of Identification: Type of Identification: OFFICE COPY Island Pools LLC Cover page 1175 Seminole Road28 Atlantic Beach FL 32233 Occupancy class R-3 FBC 2014 NEC 2014 1.Impervious calculations 0 r ) TO S U r v €y 2.Building Permit Application 3.Proof of ownership 4.Notice of Commencement (to be filed) 5.Site survey 6.Site management plan 7.Site plan 8.TDH worksheet 9.Drain and entrapment prevention 10.Pool steel drawings 11.a-g equipment cut sheets 12.Alarm specifications 01-An' TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY ,13 ill' `A City of Atlantic Beach PERMIT# r Community Development Department 800 Seminole Road Atlantic Beach,FL 32233 -J53 c.) (P)904-247-5800 OFFICE COPY SITE INFORMATION ADDRESS 1175 Seminlole Rd Atlantic Beach,FL 32233 SUBDIVISION Selva Marina Unit 1 BLOCK 1 LOT 3 RE# 171890-0000 E RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME Robert McKimm PHONE# (904)477-1710 ADDRESS 1175 Seminole Rd CELL# same CITY Atlantic Beach STATE FL ZIP CODE 32233 EMAIL rd@islandpools.org 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 4G Robert McKimm ) r 3/ - a� ATURE OF PPLICANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT T—OR TYPE NAME DATE�- A Signed and sworn before me on this 3 ) day of � 1 1� I'-by State of L County of IO(,j 14'0) Identification verified: Oath Sworn: tes ❑ No /6-a Notary S nature s+°FPukz`,. KAY KEEL SMITH My Commission expires s +, r= Commission#GG 129904 ^.%--R Expires November 30,2021 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 Bonded Thru Troy Fain Insurance 800-385.1019 •sem City of Atlantic Beach ���1 V APPLICATION NUMBER s t •S\ Building Department (To be assigned by the Building Department.) J l ;; 800 Seminole Road JAN 31 2020 Poo CZ 0- OW�- Atlantic Beach, Florida 32233-5445 ` Phone(904)247-5826 • Fax(904) -5845 2 -,--wt»% E-mail: building-dept@coab.us BY: J Date routed: Z CD City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I [ I5 St1\i13OLE kii-.) Depa ment review required Yes No ildinq__) Applicant: .SLA-110 fl PoC� 1 S Planning &Zoning Tree Administrator Project: SIADI 1V\PAA Ic C- Pon C�-.S (ublic Works "') Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I7Approved. ['Denied. I 'Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:—1.c'tilWAI'i',�a ,„.-3. Date: Z'/2 G 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 --nr-Liaiii4 le hia % z Naii xe-- Wvc_37 Z0V- //1. 41X nec :--- //;f7r mac- Jze Xa s idg — — - iwyeir 11 zi ' ?2r > tr.lf -14i4- & IA Cfm ��fta Sc fll,Z 3 y_ 11 Z S rl oc 1i.C3 t .0 Ad • It x r s - it cotear.i ' elf ti x.16 -Vat- yz� z 6',' - Y.IVY 196-414-__Azig_ i /1 ) a it, f e , Wi1/4/10 -: 41YJ' ;2 z 17 for- 1 .� 41 . /pp f •ziY li ' Voz ��>,�, eeeilltielz = iso M i1 .4 ;41. , , )10 tr..... 1 (--,----4------- ,,1 — s % .1=%', 4 -.. -.. ,..v. , ---- % %. 1 s ii ,I 1 N4 W J , , I N N 1 ,, . . t t LII i F 505'3733"W 84.06' .• rli It -•"-]t 'f't • S.ENERAL DE.. S.H. 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W cam a,•M•mM A I K {,)APPROVED � _ —'� eNO.r.tr Vass r••orceO e+A,rtes 1 °m ets r ( ")DENIED PDcn NrCIN.r np• el { }NOT APPLICABLE TO DEPT APPROVED gIEU NCV VIE n t, wrnyL + rt rsw.i wslkulw.e I Y�'LMO. 1 r _ .rc M �rT s [ YO Si l DATE:& _t R.x.)rtatts . u m,..n rs -...[n[a. s-a 01-1 7180 u w -____ (••••10 __ _-__"-__— ..T '11.11.1'-‘11____'"-..1 r - ar r a SEMINOLE ROAD SITE PLAN !CALF l••ir, .r. SRC KM.MrORIMTW[.MANCE J e p. reSLOW,OATED 12-11-t9 Drawings to scale,only If printed from 24X36 PDF format. M Al7 OFFICE COPY oIand rooku,c Cover page 1175 Seminole Road28 Atlantic Beach FL 32233 Occupancy class R-3 FBC 2014 NEC 2014 — po1.Impervious calculations - 0 t `� S v C V� 2.Building Permit Application 3.Proof of ownership 4.Notice of Commencement (to be filed) 5.Site survey 6.Site management plan 7.Site plan 8.TDH worksheet 9.Drain and entrapment prevention 10.Pool steel drawings 11.a-g equipment cut sheets 12. Alarm specifications 03/27/2015 at 08:39 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $3972.50 PREPARED BY,RECORD AND RETURN TO: Osborne&Sheffield Title Services,LLC 4776 Hodges Boulevard,Suite 206 Jacksonville,Florida 32224 File#: 2015-115K Parcel Identification Number: 171890-0000 Ur\ 5)0 t>" WARRANTY DEED THIS WARRANTY DEED made this 17th day of March, 2015, by 221 Oleander, LLC, a Florida limited liability company, hereinafter called Grantor, whose post office address is 101 Century 21 Drive, Suite 104-A, Jacksonville, Florida 32216, to Robert McKimm, III and Valerie McKimm, husband and wife, hereinafter called Grantee, and whose post office address is 1175 Seminole Road, Atlantic Beach,Florida 32233. (Wherever used herein the term "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 considerations, in hand paid by the said Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the said Grantee the following described land situate, lying and being in the County of Duval, State of Florida,to-wit: Lot 3, Block 1 of SELVA MARINA UNIT NO. 1, according to the Plat thereof as recorded in Plat Book 23, Page 4, of the Current Public Records of Duval County,Florida. SUBJECT TO taxes accruing subsequent to December 31, 2014. SUBJECT TO covenants, restrictions and easements of record, if any; however, this reference shall not operate to reimpose same. TOGETHER with all the tenements, hereditaments and appurtenances thereunto 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. Warranty Deed(Company to Individual) Page I of 2 IN WITNESS WHEREOF, the said Grantor has set their hand and seal the day and year first above written. Signed, sealed . • delivered 221 Oleander, LLC, in our presen ::1; a Florida limited liability company Witness#1 s7•nature 11 SCOTT . GOATR1GHT 1 Witness#1 printed name By. b- _E. _ Y' . L no d P,441,40,Adte\- Its Manager Witness i os t nature Witness#2 printed name STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 17th day of March, 2015, by Phyllis L. Arnold, as Manager of 221 Oleander, LLC, a Florida limited liability company, on behalf of the company, who is personally known to me, has prod ed a valid driver's license or has produced as identification. Notary Publi I My Commiss en Expires: (Notary Seal) µr rp Notary Palk Stale of Raba • t 6cott R Boatright MN Commission FF 152589 dor Expires 091 h2p18 Warranty Deed(Company to Individual) Page 2 of 2 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 ' i 9.) X 4/r S X 7.48 (gal./cubic foot) = (Surface Area) (Avg Depth) (Volume in Gallons) 2. Determine preferred Turnover Time in Hours: (Q X 60 (min/hour) = 3(a 0 (Hours) (Tu r in min) 3. Determine Max Flow Rate /500 / 3 (P o + _ (Volume in Gallons) (Turnover' Min) (Pool Flow Rate) (Syste Fl w Rate) 4. Spa Jets:_id_XGPM per jet= I' flow rate (No of Jets) (Je low) (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: 4Branch Piping to be inch to keep velocity @ 6 fps max.at 1w gpm Maximum System Flow Rate ir Suction Piping to be5 inch to keep velocity @ 8 fps max.at /OD gpm Maximum System Flow Rate Return Piping to be d inch to keep velocity @ 8 fps max.at /o' gpm Maximum System How 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 W (from pipe flow/friction loss chart) 3. Friction loss(in return pipe) in a.S inch pipe per 1 tom.. @ gpm= NO (from pipe flow/friction loss chart) 4. ZC) X 10H = o (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) s. Z() x , 0`1 = tr8' (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) Flow and Friction Loss Per Foot / (Schedule 44)pvc Pipe) TDH in Piping , t¢ Filter loss in TDH (from filter data sheet) 1 S Velocity-Feet Per Second Pipe Size 6FPS 8FPS Heater loss in TDH (from heater data sheet) I 'c- 1.5" 37gpm 0.08' SO gpm .14' Total all other loss 6 2" 62gpm 0.06' 82 gpm .10" 88 gpm 0.05' 117 gpm .08' Total Dynamic Head(TDH) 3 . 3" 136 gpm 0.04' 181 gpm .07' Selected Pump and Main Drain Cover: Pump selection la V/ 3 0 SI) using pump curve for TDH &System Flow Rate (Pump model and size in HP) Main Drain Cover (A..)U..e Dtvct.y 9 0 (System Flow Rate must not exceed approved cover flow rates) (Pump model and si a 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: (Chfick all that apply) (3,,;- 3' —> O � suction outlets @ vv gpm max. flow (see note 2) O 0 0 0 suction outlets @ gpm max. flow (see note 3) O channel drain @ gpm w/ ports (see note 4) OFFICE 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 Simplified Total Dynamic Head (STDH) Maximum Filtration Flow Rate Calcutlations Complete STDH Worksheet-Fill in all blanks Pool Water Voumel 5711) :360= 4144 gpm=filtration flow rate ❑ Total Dynamic Head (TDH) Complete Program or other talcs. Fill in Is there an Auxiliary load on the filtration pump?Yes_NO PC required blanks on worksheet&attach If so,what is the auxiliary flow rate "-----gpm calculations Maximum Flow Rate '1 11 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. :/ 3. Insert manufacturer's name and approved Suction Pipe size @ 6 fps J inch maximum flow Return Pipe size @ 8 FPS Dail 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- = a(t O 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 eft ; r 2 P 3 at) approval 6. Pump, Filter and Heater make and model Backwash valve?Yes No tX, (if yes,must e 2 inch min) cannot change,and equipment location cannot Pump Selection from APSP database o ury Ce A(less than 17 be move closer the pool without submitting a gallons)or C(greater than 17000 gallons)(circle one) revised plan and TDH calculation worksheet for Model SN.1 e I It'iNi0 Vs 3 U 5-0 approval Flow Rate(low speed) /() gpm @/at rpm velocity-Feet Per Second FI�w Rate(high speed) gpm @. 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 Control s 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. te Swimming Pool Specifications for: Owner: .rsSignature Address (� L/ G f cty City,State,Zip Print Name C c, Sys -1 Certification Number 104 33H sL+a � Telephone Number Total Head In Feet Conversion Chart 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 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. 101 SPECIAL SPA REQUIREMENTS: • OR -MAXIMUM WATER DEPTH 4',MAXIMUM SEAT DEPTH :MEMS28",MAX NCE WITH - FLOOR SLOPE 1:12 -STEPS:MIN.TREAD 10"X 12",r MIN.RISER,12"MAX. iBLE RISER EXCEPT THE BOTTOM STEP MAY BE 14"IF IT IS MILL AND THE SEAT.INTERMEDIATE TREADS AND RISERS TO ,MAX. BE UNIFORM.IF THE SPA IS OPERATED S. INTERMITTENTLY IT SHALL HAVE A ONE HOUR OPTIONAL 12v LIGHTTURNOVER,IF CONTINUOUS A SIX HOUR TURNOVER. wrRANS.Y."BRASS -MAXIMUM TEMPERATURE 104 DEGREES. OR PVC(SEE NOTES) 'RAIN -MEET ANSI/NSPI ARTICLE XVII,SAFETY '.TED BY 3' INSTRUCTION/SAFETY SIGNS. COVERS. AS -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR AY BE• MEET LOCAL CODE IF GREATER. DRAINS • UCTION MAXIMUM GENERAL DESIGN REQUIREMENTS ESSED SWIM-OUT OR LADDEIO THE -DESIGN,CONSTRUCTION AND WORKMANSHIP REQUIRED(OPJ8E CU))UIRE SHALL BE IN CONFORMITY WITH THE ;4 WILERE DEPTH OVER REQUIREMENTS OF APSP/ICC 3,APSP/ICC 4,APSP/ICC 5, 5'DEEP(SEE NOTES) n. AND APSP/ICC 6 AND APSPACC 7 BASED ON THE = POOL TYPE. n � '.TION: -SEE NSPI FOR DIVING WATER ENVELOPES.GENERAL -SLIDES SHALL MEET THE MANUFACTURE'S INSTALLATION REQUIREMENTS. II�� -ALL POOLS WHETHER PUBLIC OR PRIVATE.SHALL BE •I : PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24 INCHES(610 MM).IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 2.-9"litL TO FEET(1524 MM)THERE SHALL BE LADDERS,STAIRS OR SLOPING EDING CODE UNDERWATER BENCHES/SWIM-OUTS IN THE DEEP END. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE 10'IF USED,BENCHES OR SWIM-OUTS SHALL BE RECESSED OR iR MIN.10' LOCATED INA CORNER. WATER OM POOL, -CIRCULATION SYSTEMS,COMPONENTS AND LINE i EVER IS EQUIPMENT SHALL COMPLY WITH NSF 50. EXCEPTION.ROPE AND a -THE MAXIMUM TURNOVER RATE IS 12 HOURS. FLOATS INSTALLED IF - -FILTERS SI IALL HAVE AN AIR RELEASE AND LESS THAN(6' PRESSURE GAGE. -PUMPS 3 HP AND LESS SHALL MEET ANSI/ULI081 CORROSION RESISTANT WITH STRAINER AND MEET THE REQUIRED FLAW. 7 Max. -SURFACE SKIMMERS SHALL.MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. -APPROVED MANUFACUTRED INLET FTTTNGS FOR THE RETURN OF RECIRCULATED POOL WATER SHALL BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 POOL 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 PRESSURE TESTING OF THE POOL SB2836,6-20-07 CIRCULATION PIPING.WHEN MORE THAN ONE INLET IS FOR BONDING AND GROUNDIN( REQUIRED,TILE SHORTEST DISTANCE BETWEEN ANY TWO AN UNDERGROUND BONDING C REQUIRED INLETS SHALL BE AT LEAST 10 FEET(3048 MM). COPPER WIRE BURIED TO A MIN -HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR SUBGRADE,AND 18 TO 24 INCHE UL 559. SPA,IS DEEMED A PERMISSIBLE -DISINFECTANT EQUIPMENT SHALL COMPLY WITH WITH s.680.26(c)OF THE NATIO! NSF 50. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. PAVERS OR -RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO FOOTING 4"DECK 2,500 MEET SECTONS 454.2.17 OPTIONAL psi(MM.)CONC -WASTE DISPOSAL TO COMPLY WITH SECTION 454.2.10 W/FIBER MESH IT HAS BEEN CERTIFIED THAT THESE DESIGN REQUIREMENTS ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 84501,6TH EDITON 454.2-2017, 11[00O ANSUAPSPACC 3, ANSUAPSPACC 4,ANSI/APSPACC 5,AND ANSUAPSPACC 6 AND ANSUAPSP/ICC 7,ANSI/APSPACC 14,ANSUAPSPACC 15. ira8"X8"FOOIIN 8" W/(2)83 BARS OR(1)#5BAR 6"Min.WALL&FLOOR THICKNESS. 12"CENTERS EITHER WAY,TIE ALT. 2"MIN.COVERAGE ON STEEL W/COI Structural subject I ISLAND P POOL/SPA, DEC! e ,,,,_. i .i'Pro° VS 3050 High Performance Pump x- Vi ..;h-.;,'. Dimensions and Performance ' .4:r = -4,;o; (11L$ al 4111:1 'T. y -.:,,i,•>•-,1 CSA Certified .,,,.. LISTED Listed 0. .. • 3Y' �• � 120 r4-,.. t -35 •—#': 100 ;1:,. 30 ©3450 rpm t t 80 @ 31 10 rpm , 'ate.''," 060 L Y.2350 rplk ,, t• � C At; zo @ 1560 rpm , u 7rpm L.. .E. .5.22, � ti 0 20 40 60 80 I00 120 140 160 Ali, U.S.Gallons per minute ; .�' � r ..b, , ; , r , r I . r r., t r ""• 5 10 15 20 25 30 35 tom't Cubic Meters per hour i Vic-t --- — -- 26.406 — — —— 6_./ t ��1 IOMMoimmomili I I lMar .—.-- ,I • raj VI MEM•A. l� ' .11.- 1 (' • + 11.047 ' ► 1. — a /40.4- '--- --. - r- Vii :1 C�, w) . ., - _- 10 75 1 _- WINO tient parts r 181 �, ''' � to°VS 3050 & InteIliFloVS+SVRS "Iiz .o , Intelli c,, l. ., .... o -w High Performance Pump i s aQ +Pentair High ) n. II Pool Products` 1 A4. Featured Highlights ' III,e k1� . l ECO • Slashes energy costs up to 30% or mor �4'I 0' t ,,".,:--- • ,� , •4 Select • Easy to program and operate • • #e -..4-4,1151?-:* G`: a • Offers ultra-quiet operation ...lust 7— .:,'rt 1 T ra �.x4"tla. ,?F ,%' ,-,7'� 's K 4', 4,tsztk r water '.t , ;AN' 7ig ; ,` decibels or half a human whisper iT: � r' 'f �., • Operates at the minimum speed requil " t a for unmatched longevity - • Compatible with other pool systems, including EasyTouch®,IntelliTouch®,anc InteIliFlo VS 3050 High Performance Pump SunTouchr" .1 . Patents Pending 1'�' +cl.' InteIliFlo®VS 3050 allows the programming of four various speeds r.:,,1 ,,,,4t10:,..' . ;;;,. al ranging from 400 to 3450 RPMs to accomplish different tasks at r.1I ;$,;'. .,� lowest energy usage. iziiiMi z Nt.i, , Ordering Information • • .' 1 v p i Full Load Port Size(NPT) Carton .. Ikr�,,V t ,I - -'' Product Description Certifications Voltage Amps kW HP SF SFHP Suct.&Disehl (Lbs •1I i If3 r:1"l INTELLIFLOVS 3050 PUMP 01 1013 InteIliFlo VS 3050 UL,CSA,NSF 230 16 3.2 3 1.15 3.45 2" 47 011017 InteIliFlo VS+SVRS UL,NSF 230 16 3.2 3 1.15 3.45 2" 47 ,' ACCESSORIES • `!'�'s"" 520641 IntelliComm 4 8 1 F 4 ti �` 350122 50'Communication Cable' i. ;,`:14'4017- 'Included in package with pump. f ir k4 .... 11.4 /.1 . ^ " 7� 3,j l... .•i& ,• /j2t8///jt) d-1 let amr°+a 1 S'b,� X-- 1. la f eel . I/1, t..,,4'°``e.. fie [ "s.• ►mkya. li I•}+fit •��ayby7h i r I1�,IG'{{1 .' ® 4 `* �"hmrtlm haloes so set s`'tT'fJJ; I •i1 / w.nmat.enartlem • �r'e� yaeeffeeWes.and ne 4..;•;-it ' ', .edJumnentbunom- r " 1 v ✓; • ^r # ( • e'et ras ts.your pool professional 11 " dial in the most efficient speed 1 4�+ y - "lir raids application I 1 ii Mir 1 ,� l> 1 '. �...,':`. -' Alarm Status light-a ' t .....i; sequence of blinks alerts •'"°4: -c, you ortomm�onathatmay 'tel` �, ,� ti need menden 7144... ....1 I.. 166 I tw , . . . STA . SYSTEM:2 • . , i Y. . . . t- Repair parts-see page 110 . Y: PLM SERIES - Sla-Rite's modular media filtration is the perfect match `' , for the small in ground and above ground pool markets. Advances 5` 1...- 1 in media technology and balanced flow design provide dirt loading '; ,f 1, capabilities up to 15 times greater than sand fillers of equivalent size. i=ce,! ' . . "'� � .'F 1 Virtually maintenance free operation for today's pool owner. Now , : .:',:';*.% available in 300 sq. It! t ''rr y »• I. :4 .r . CERTIFICATIONS - The filter shall be tested and certified by a rFtt, s•-:.,:,..-•-••••;',: rials}.;. ,4 i 1; nationally recognized testinglaboratoryto conform to NSF Std. 50. •""''�' it ;i i"n t it . ')t 1` �, s t' 1 I. •NSE, . u l an i •Typical Installation- In-ground the smaller System'2 filter,enabling . Large Drain Plug-Filter includes j pools and in-ground hot tubs maintenance-free operation for 2"NPT Drain ports,which are 01 Quality Construction - Durable pools of all sizes provided with reducer bushing an I I l/2"drainplug Iiof rugged ABS thermoplastic to media coverage combined with Modular Filler Tanks-Allows g.; ensure a long-lasting tank life shallow pleats means greater dirt (or quick change of filler medias I • Y 'w I Easy Access- Post-Lok'locking holding capabilities,resulting in without changing the tank 't • 14011 ring provides safe,fast access to longer filter cycles and less cleaning • Sleek Looks-Contemporary lank internals A Perfect Fit-The small diameter style and matte black finish looks Patented Design- The patented, footprint makes the System 2 filter attractive in any pool setting t innovative balanced flow design a perfect fit for new and retrofit first introduced with the System:3 installations.The interchangeble • Mod Media tiller is now available in ports provide multiple plumbing ` options. I j • 1 Filler Optimal' Flow Rated" TURNOVER RATE(GALLONS) Tank Approx. Catalog Area Performance GPM (FLOW RATE x 60 r HOURS) Port Ship.Weight Number ----- - -- ---.. .. ---- - - - (sq.(1.) al this GPM per sq.fl. At 6 Hrs. AI 8 Hrs. At 10 Hrs. Size (lbs.) 1'LM IOU 100 • 50 75 38 100 l4-36,000 18 48.000 23 60,000 2" 41 1PLM 12' 125 50 94 47- 125 17•45,000 22•60,000 28 75.000 2" 42 PLM150 �:. — --- — - — _; .. _ v — $6 150 20-54,000 2% 77.,000 7't •90,000 2" 43 PLM 1/517S 50- 120 66- 150 24•54,000 31 . 72,000 39.90,000 2" 44 N.M_2 00 _ 200 _ 60- 120_- 75- 150 27-54.000 36 72,000 •l5 90,000 2" 45 Pl.M:100 — .100 _ 50 120_ 113 - 150 4I ••54,000 54 /2,000 hH 90,n00 2" 53 'Oper.d,ni;ai Ihr.GPM will pn,v,d,•the longed tiller cycles combined wool)the hest and gre,nrsi ria i Inad,nv ral,..r,ly I.ugv,Idler area will provide longer Idle,,yrlo%between cleanings •'liase,i on NSF„•crnnmenara[low rile for commercial al 375 GPM per square lour No ha,Iowa,h valve,r,tun ed NOTE:laperalnrg l nu,i'. (maximum continual ape:along pressure of Si)I'SI Pool/spa(hasher)apphu,,ions.,n;,,,,n,,,,,Up...11111g wader temperature (a,rcmdl 1111x•,) 1097 Nor) OFFICE COPY STA-RITE yYSTEM:2'" accessory ordering information • ` Approx.Ship. lo; Walsht inter Description 11 ;!;02.01005 100 Sq.Ft.Replacement Module for PLM100 11.5 , ¢02-01255 125 Sq.Ft.Replacement Module for PLM 125 • :1!i2-0150S 150 Sq.Ft.Replacement Module for PLM150 2 112 • 102-01755 - 175 Sq.Ft.Replacement Module for PLM 175 13 ;i02-02005 200 Sq.Ft.Replacement Module for PLM200 - 19 02-03005 300 Sq.Ft.Replacement Module for PLM 300 : 8 oz. 0 8-820P 2"x 1-1/2"Pipe Reducer Bushing 1 Q. Spring Check Valve !!0101305 C i Z I outline dimensions ___. E: 1838 PLM300 0. 1 , files+ ' M100, \ / • I'L4A175, it 10. 91120U �,; I I..tok N•:,1v4+ IIIIIIIIIIIII I • !IIIIIIII111111'IIIIIIIP'; • 1�unupniuuliL! ��nunliiuilnnli an *tr iO I1111111110i ■ 091111 IMPAir, 2'HP1 4 ., ,,, Ii 14 TNR I!Ie IIMII il IMlfi , LS 2 NPl I i1::, 1511 I k . ! _ 1500 All dimensions shown In inches. filter performance :0 _ I ;e8 ��_ —— .„t} I -. - PLM 100,PLM 125, !i PLM 150,PLM175, _ li: '4 .____I_ ____ -- PLM200,PLM300 t 1 is "-- 10 20 40 60 80 100120 140 160 t! .'-FLOW RATE IN GALLONS PER MINUTE { i •• •- 511 Fax Orders' (2621, 728-7550 I www slarilepool.com I Delavan, WI 53115 USA i 55949PS Waterway Technical Bulletin:VGB2008 U� Z 08 :' 64-0- -231 x V 8"Anti-Entrapment Main Drain Cover and Frame • - 640 2310V ••• • • 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. s-. . • They are designed for single or multiple drain use.This drain cover assembly �,_ • '= = = - t s • includes frame and stainless steel screws with brass inserts.Packed 25 per case. -Via� 00 The Waterway 640-231x V series covers and frames are available in: x U White U Bone ■ Black U Gray • Dark Gray ■ Beige I 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 cortex 8e 11.83 100 @ 2.27 ft/sec 64 @ 1.73 ft/sec 55 0 8.650 . Part ua Description • v 7.624 - 819-00051 #8 Stainless Steel Screw-32 x 1A 642-215x V 8"Anti-Vortex Drain Cover 7.000 64I-214x 8"Anti-Vortex Drain Frame 819-00051 • �\���\\.11/IIiII�II�//��♦//% _ • T e 0 dr o p O431 OQ 0\• 642-1150v o m_- —'�- �0� - m �i O • . • • • O� @��I %%% ► t \\Q� � q): 0f0 • •-• .. • • Op;rp.. _��/l l� 1111 1`\�_ 1/ Q • • ~ • • O : �I .300 \ 4 11‘.€5:,---., - - �� 00 • • O O o. ,„„, ,.. .,-.1.4 it *Aar0 • • • O O l 642-214x 010•ll!010.\\. 1 -.470 t /7y�7� dp�y� � - - .975 • K.....____________- - .800 �ffnifa Y/lC rr���II�Pi►Y11VVO T f -I I 1- Be Sure NY Genuine IIIII 4tigiel250 w , .. 02009 Waterway Plastics•2200 Sturgis Road,Oxnard,CA 93030•Ph.805-981-0262.waterway@waterwayplastics.com•www.waterwayplastics.com 807-0081.0309 OF i(.:F 4 : PY U ET RATE v HI3H PEF- VANICE - EAT P vP Heating BTU Rating per Hour UltraTemp 110 Pump Heating BTU Rating per Hour UltraTemp 120&120 R H/C Pump 120,000 i I 130,000 115,000�__�_ 110,000 120,000 120,000 105,000 �� __ 115,000 110111111111111111111= 100,000 1111.1MMIIIIIIM=1 110,000 IMMMIMM=I 95,000 _--__ 105,000 _,__ 90,000 M���MI 100,000 -��� 85,000____,_ 95,000 - 80,000 M���ME� 90,000 MI=IIMEMI�� 75,000_____-_ 85,000_____, 70,000____MVIM 80,000____ 65,000 75,000 60,000 70,000 90° 80° 70° 60° 50° 40° 90° 800 70° 60° 50° 40° Ambient Air Temperature Ambient Air Temperature ORDERING INFORMATION 80/80/80" I 80/63/80'" 50/63/80" ! Fre Breaker Model Part# BTU/COP I BTU/COP BTU/COP i (Hz) Size(amp) Phase Volt I Carton Wt ULTRATEMP HEAT PUMPS Color: Almond 70 460930 75.000/5.8 70,000/5.6 50,000/4.0 60 40 230 230 90 460931 90,000/5.7 84,000/5.5 60,000/4.0 60 50 1 230 230 110 460932 :8,000/6.0 101,000/5.8 72,000/4.0 60 50 230 270 120 460933 127,000/5.7 120,000/5.5 82,000/4.0 60 50 1 230 270 120 460935 127,000 Heat/5.6 120,000/5.4 82,000/4.0 60 50 230 278 H/C 71,000 Coot/4.1 120 C 460937 123,000/5.6 115,000/5.3 81,000/4.0 60 50 3 230 280 140 460934 143,000/5.8 134,000/5.6 88,000/4.0 60 50 230 320 140 H/C 460958 140,000 Heat/5.6 132,000/5.4 85,000/4.0 60 50 1 230 320 71,000 CooV4.1 147C 460928 '40,000/5.8 132,000/5.6 86,000/4.0 60 50 3 230 320 Color: Black 70 BLK 460960 75,000/5.8 70,000/5.6 50,000/4.0 60 40 1230 230 90 BLK 460961 90.000/5.7 84,000/5.5 60,000/4.0 60 50 230 230 110 BLK 460962 108,000/6.0 101,000/5.8 72,000/4.0 60 50 1 230 270 120 BLK 460963 127.000/5.7 120,000/5.5 82,000/4.0 60 50 1 230 270 120 460965 127,000 Heat/5.6 120,000/5.4 82,000/4.0 60 50 1 230 278 H/C BLK 71,000 Cool/4.1 120 C 460967 123,000/5.6 115,000/5.3 81,000/4.0 60 50 3 230 280 BLK 140 460964 140,000/5.8 134,000/5.6 88,000/4.0 60 50 1 230 320 40 H/C 460959 40,000 Heat/5.6 132,000/5.4 85,000/4.0 60 50 230 320 71,000 CooV4.1 140C 460929 140,000/5.8 132,000/5.6 86,000/4.0 60 50 3 230 320 "Rating in accordance wan ARI Standard 1160 Which UltraTemp Heat Pump Model is right for your size pool?You or lair temp.F°1%relative humidity/water temp.F°I your pool professional can go to pentairpool.com,click Support,then click Calculators to access our Heat Pump Sizing Calculator to find the perfect UltraTemp Heater model for your specific needs. AVAILABLE FROM: + PENTAIR DFFICE COPY 1620 HAWKINS AVE,SANFORD,NC 27330 800.831.7133 WWW.PENTAIRPOOL.COM All Pentair trademarks and logos are owned by Pentair or one of its global affiliates.Ultra Temp*,IntelliTouche,EasyTouch°,Eco Select•,and AutoSet'"are trademarks and/or registered trademarks of Pentair Water Pool and Spa,Inc.and/or its affiliated companies in the United Slates and/or other countries.Emerson';s a registered trademark of Emerson Electric Co.,Copeland Scroll.is a registered trademark of Emerson Climate Technologies,Inc.Because we are contim.:ously improving our products and services,Pentair reserves'he right to change specifications without prior notice.Pentair is an equal opportunity employer. pumps• filters• heaters• heat pumps• automation • lighting • cleaners sanitizers•water features• maintenance products 11/15 Part#P1-046©2015 Pentair Water Pool and Spa,Inc.All rights reserved. fiEM tFIW .l1 Verizon LTE 1:07 PM / n 14% 11—) Not Secure poolguard.com OFFICE COPY 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 4Rated"by Good Housekeeping Magazine. Poolguard Pool Alarms have been Tested and • Certified by NSF International to the ASTM ✓ Standard Safety Specification for Residential Pool Alarms,ASTM F 2208-08. • 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 Innrmmri Pool Alarm PIlF manual 20' kq 60' I 3.5ft 6' 6ft - Light 0 40' En N Barriers per FBC2 17 water alarms and encing Pool beam elevat on even with existing pati pool beam is 8"-9" 120 LED light IC40 with ea y touch Intelliflo VS ump 120K BTU heat pu p access on right side of house and will need pre -rade maintain ' ' um setbacks verify equipment location before setting Access this side OFFICE CC RD GRAY 334-5421 Owner: Robert McKimm State: Address: 1175 Seminole Rd Zip: City: Atlantic Beach FL 32233 Phone: 477-1710 Phone: POOL SPECS SIZE: 11x25 SQFT: 450 sft DEPTH: 3.5- 6 PERIMETER: 90 Ift EST TOTAL GALLONS: SKIMMERS: 1 RETURNS: 3 INTERIOR MATERIAL: SPECIAL: TILE: NOTES: SPA SPECS SIZE: SQFT: DEPTH: PERIMETER: EST TOTAL GALLONS: SPILLWAY: RAISED HEIGHT: SKIMMERS: RETURNS: TILE: INTERIOR MATERIAL: SPECIAL: NOTES: PLUMBING 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 DECK TYPE: Brick pavers ELEVATION: TOTAL DECK SQFT: 500 sft PERIMETER: RAISED BEAM: LIP STYLE: MATERIAL 1: MATERIAL 2: SPECIAL: NOTES: EQUIPMENT POOL PUMP: Intelliflo VS3050 2ND PUMP: FILTRATION: Cartridge FILTER SIZE: RP 150 HEATER: INLINE: TIMER: Easy Touch 4 Function GAS: SPECIAL: IC 40 NOTES: Bit m 0 1" = 20' GRAPHIC SCALE 0 10' 20' 40' e> jh llAvAWs*op4wwJro- IMPERVIOUS COVERAGE TOTAL LlDT AREA: 11655 SQ. FT. EXISTING IMPERVIOUS: 38% POST IMPERVIOUS: 44% (See note 7) ND 172" ,578 8 59 05 ,>E , ? N PIPE 59, 55 »E 1 ' 1 1 (P 119-28 /DENT D 111 x X 4 WP' 9' 28 OU TH lift, FN C. ON-LINE x 11 6 WBF m � 1 -..- , �• 5' BRL �x S70NE ' PAVERS 32.3' D x 1 1.58 0,-- 1!� O O O O I( A = M 32.9' cV c) Ln W w cr co DO cv d 0 d lot O p Z � II O by EX. CONC. DRIVE U I FOU IRO NO FENCE 1.2' S x11 0 #CUT IN NW CORNER/ I CONCRETE DRIVE = 6.31 (NAVD_88) 2.9 I T- 'j . .,I- LIND 1 IRON F s EXISTING CONC. - (TO BE REMOVED) ONC REVISION: DA TE. 3 Y: BM #2 1 x f FNC. COR, (TO BE t BOX -CUT IN STONE PAVERZ 0.8' NORTH REMOVED) 20.3' '�•• 28.9' EL = 1 1.58 (NAVD_88) FOUND 172 p X PROPOSED FFE 10.92 N BRL O rq FENCE CH s.;. '••Y EXISTING �Q o a a 19.3 e.. ONE-STORY BRICK x112 10 0 c 7.5' BRL m cO #1175 11 1 CORNER FFE = 12.16' x PROPOSED;x 2,518 S0. FT. DECK OR ' 29.6' PAVERS ; 0' PROPOSED COVERED CD EN1RY CONC. p A/C PAD y p `o ' CL PROPOSED a (L N p I POOL EQUIPMENT a ow ON CONC. PAD 0 0 5 x10 10.94 -� s EXISTING CONC. - (TO BE REMOVED) ONC REVISION: DA TE. 3 Y: CONC. PAD 1 x f FNC. COR, (TO BE t • 0.8' NORTH REMOVED) fy '�•• 28.9' x11 x FOUND 172 BM PROPOSED FFE 10.92 N BRL CARPORT FENCE CH s.;. '••Y 14.7'X8.5' xs SQUARE FEET o I h e.. WBF x112 x10 c 7.5' BRL m cO WOOD PICKET FENCE - .J 0.1 0. CORNER 4' WPf' N88025'29"E 118.11 (M) N88°31'57"E 118.11 (P) x103 evo (I)o TOPOGRAPHIC SURVEY OF: LOT 3, BLOCK 1, SELVA MARINA UNIT NO. 1, SA-? ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 23, PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA 1 FOR: ISLAND POOLS AND MCKIMM RESIDENCE INO IDENT x x , A � 1• x149 (� x O co N X �m Ott- Do X p CID Cn 1 x14 $ N rO O 1 +�( e, e 5 /V fp FOUND 1 IRON PIF NO IlDEN- WBF 103xFNC. COR. 1.1' EAST (7EXISTING 0.8' SOUTH x14 ALUMINUM SHED (TO BE REMOVED) REVISION: DA TE. 3 Y: x11'2 1 x I FNC. COR, DE 1.4' EAST 9 0•x 0.8' NORTH EL 6 0 x106 x11 x FOUND 172 BM IRON PIPE INO IDENT x x , A � 1• x149 (� x O co N X �m Ott- Do X p CID Cn 1 x14 $ N rO O 1 +�( e, e 5 /V fp FOUND 1 IRON PIF NO IlDEN- WBF 103xFNC. COR. 1.1' EAST (7EXISTING 0.8' SOUTH x14 ALUMINUM SHED (TO BE REMOVED) GENERAL NOTES: 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD_88), AND ARE BASED ON A FOUND BOX -CUT IN CONCRETE SIDEWALK AT STATION 46+35.24, 30.461' RIGHT, SEMINOLE ROAD PER JACKSONVILLE TRANSPORTATION AUTHORITY CONTRACT PLANS, FINANCIAL PROJECT ID 434343-1-58-02, ELEVATION 7.17 (NAVD_88). 2. UNDERGROUND IMPROVEMENTS AND UTILITIES WERE NOT LOCATED AS PART OF THIS SURVEY. 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 WESTERLY RIGHT OF WAY LINE OF SEMINOLE ROAD, CHORD BEARING BEING NORTH 4°48'31" EAST. 6. THIS MAP WAS PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT. SURVEYOR DID NOT PERFORM A REVIEW OF THE PUBLIC RECORDS AND THERE MAY BE EASEMENTS AND/OR ENCUMBRANCE OF RECORD NOT KNOWN TO THIS SURVEYOR. 7. PER ATLANTIC BEACH CODE OF ORDINANCES CHAPTER 24, ARTICLE 11, SEC. 24-17, "THE WATER SURFACE OF SWIMMING POOLS SHALL BE CALCULATED AS FIFTY (50) PERCENT IMPERVIOUS SURFACE." JOB No. 19-162 FILE No. A-182 PARTY CHIEF' H. LAMM F.B. 2013, PG. 30-33 REVISION: DA TE. 3 Y: LEGEND Add note 7, u date calculations 01 10 2020 AGP (M) MEASURED DE DESIGN ELEVATION (P) PLAT EL ELEVATION A/C AIRCONDITIONER EX. EXISTING BM BENCHMARK FFE FINISHED FLOOR ELEVATION BRL BUILDING RESTRICTION LINE FNC. FENCE CH CHORD BEARING SQ. FT. SQUARE FEET CHD CHORD DISTANCE WBF WOOD BOARD FENCE CONC. CONCRETE WPF WOOD PICKET FENCE COR. CORNER GENERAL NOTES: 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD_88), AND ARE BASED ON A FOUND BOX -CUT IN CONCRETE SIDEWALK AT STATION 46+35.24, 30.461' RIGHT, SEMINOLE ROAD PER JACKSONVILLE TRANSPORTATION AUTHORITY CONTRACT PLANS, FINANCIAL PROJECT ID 434343-1-58-02, ELEVATION 7.17 (NAVD_88). 2. UNDERGROUND IMPROVEMENTS AND UTILITIES WERE NOT LOCATED AS PART OF THIS SURVEY. 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 WESTERLY RIGHT OF WAY LINE OF SEMINOLE ROAD, CHORD BEARING BEING NORTH 4°48'31" EAST. 6. THIS MAP WAS PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT. SURVEYOR DID NOT PERFORM A REVIEW OF THE PUBLIC RECORDS AND THERE MAY BE EASEMENTS AND/OR ENCUMBRANCE OF RECORD NOT KNOWN TO THIS SURVEYOR. 7. PER ATLANTIC BEACH CODE OF ORDINANCES CHAPTER 24, ARTICLE 11, SEC. 24-17, "THE WATER SURFACE OF SWIMMING POOLS SHALL BE CALCULATED AS FIFTY (50) PERCENT IMPERVIOUS SURFACE." JOB No. 19-162 FILE No. A-182 PARTY CHIEF' H. LAMM F.B. 2013, PG. 30-33 REVISION: DA TE. 3 Y: Pro osed construction updated 0110912020 AGP Add note 7, u date calculations 01 10 2020 AGP U dated due to site redesign_ 0111712020 AGP DRAWN BY: A. PULLER CHECKED BY: T. HODGE SURVEY DATE 12-17-2019 CAD FILE: P:\19\19-162 COAB 1175 SEMINOLE RD FOR ISLAND POOLS\D'WG\19-162 COAB SEMINOLE RD.DWG GHIOTTO & ASSOCIATES, INC. NATIONALLY CERTIFIED SURVEYORS & MAPPERS CERTIFICATE OF AUTHORIZATION No. LB 6508 2426 PHILIPS HIGHWA Y A JACKSONVILLE, FLORIDA 32207 (904) 886-0071 (904) 886- 7174 FAX www.GHIOTTO.com S'S. NOT VALIDI W1�0UT THE SIGNATURE AND THE ORIGINAL RAISED SEAL O A ORIDA LICENSED SURVEYOR AND MAPPER U. IMPERVIOUS COVERAGE TOTAL LOT AREA: 11655 SQ. FT. EXISTING IMPERVIOUS: 38% POST IMPERVIOUS: 44% (See note q 1" = 20' , GRAPHIC SCALE 0 10' 20' 40' FOUND 1 IRON PIF FENCE 4' WPF 1.2' SOUTH o � O O O ti Ln � MA _ W 32.9' cv U U �r Ln W W II r - Ir In co d- O o' II O U Icy EX. CONC. DRIVE #1 -CUT IN NW CORNER CONCRETE DRIVE 6.31 (NAVD_88) I 2.9'� 7.4' FOUND 1/2" } IRON PIPE PROPOSED COVERED ENTRY S78°5g, S78o59,55'.qE 719.11 (P) 119.28 M Xo x i FNC. 1 D � ON-LINE X 4 �-�- 11 6' wo,- _ '^- STONE _ PAVERS X 11,58 v1�'.4 BOX -CUT IN STONE PAVEF EL = 11.58 (NAVD-88, EXISTING ONE-STORY BRICK #1175 FFE = 12.16' 2,518 SQ. FT, I PROPOSED PROPOSED CONC GRAVEL DRIVE L -� - L EXISTING CONC. 7.5' BR (TO BE REMOVED) 3 x�N5 14.2' CONC. A/C PAD PROPOSED POOL EQUIPMENT v ON CONC. PAD �o e 10.94 CONC. PAD (TO BE REMOVED) +� 28.9' m CARP SED 10.92 �o ORT N 14.7'X8.5' J 0o v 0.1' + I 4' WPF )v88"25'29"E 118.11 (M) N88°31'57"E 118.11 (P) xN01 X6' WBF °3 x-,0 R LG'if a80 FOUND 1 x IRON PIF �, NO IDEN' FNC. COR. 1.1' EAST EXISTING 0.8' SOUTH ALUMINUM SHED (TO BE REMOVED) TOPOGRAPHIC SURVEY OF: LOT 3, BLOCK 1, SELVA MARINA UNIT NO, 1, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 23, PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA FOR: ISLAND POOLS AND McKIMM RESIDENCE 29.5' La o - 20.3' n ¢, X MEASURED DE 19.3' (P) PLAT EL x. PROPOSEDX A/C DECK OR EX. PAVERS BM 0 CONC. A/C PAD PROPOSED POOL EQUIPMENT v ON CONC. PAD �o e 10.94 CONC. PAD (TO BE REMOVED) +� 28.9' m CARP SED 10.92 �o ORT N 14.7'X8.5' J 0o v 0.1' + I 4' WPF )v88"25'29"E 118.11 (M) N88°31'57"E 118.11 (P) xN01 X6' WBF °3 x-,0 R LG'if a80 FOUND 1 x IRON PIF �, NO IDEN' FNC. COR. 1.1' EAST EXISTING 0.8' SOUTH ALUMINUM SHED (TO BE REMOVED) TOPOGRAPHIC SURVEY OF: LOT 3, BLOCK 1, SELVA MARINA UNIT NO, 1, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 23, PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA FOR: ISLAND POOLS AND McKIMM RESIDENCE GENERAL NOTES: 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD_88), AND ARE BASED ON A FOUND BOX -CUT IN CONCRETE SIDEWALK AT STATION 46+35.24, 30.461' RIGHT, SEMINOLE ROAD PER JACKSONVILLE TRANSPORTATION AUTHORITY CONTRACT PLANS, FINANCIAL PROJECT ID 434343-1-58-02, ELEVATION 7.17 (NAVD_88). 2. UNDERGROUND IMPROVEMENTS AND UTILITIES WERE NOT LOCATED AS PART OF THIS SURVEY. 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 WESTERLY RIGHT OF WAY LINE OF SEMINOLE ROAD, CHORD BEARING BEING NORTH 4°48'31" EAST. 6. THIS MAP WAS PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT. SURVEYOR DID NOT PERFORM A REVIEW OF THE PUBLIC RECORDS AND THERE MAY BE EASEMENTS AND/OR ENCUMBRANCE OF RECORD NOT KNOWN TO THIS SURVEYOR. 7. PER ATLANTIC BEACH CODE OF ORDINANCES CHAPTER 24, ARTICLE 11, SEC. 24-17, "THE WATER SURFACE OF SWIMMING POOLS SHALL BE CALCULATED AS FIFTY (50) PERCENT IMPERVIOUS SURFACE." JOB No. 19-162 REVISION, DA TE.' BY. - FILE No. A-182 Pro osed construction updated O1 09 2020 AGP PARTY CHIEF.' H. LAMM Add note 7, update calculation O1 10 2020 AGP F.B. 2013, PG. 30-33 U doted due to site redesi n 01 17 2020 AGP DRAWN BY.- A. PULLER CHECKED BY.' T HODGE SURVEY OA TE 12-17-2019 CAD FILE: P:\19\19-162 COAB 1175 SEMINOLE RD FOR ISLAND POOLS\DWG\19-162 COAB SEMINOLE RD.DWG MOTTO & A>�'SOCIA TE,S, INC. NATIONALLY CERTIFIED SURVEYORS & MAPPERS CERTIFICATE OF AUTHORIZATION No. L13 6508 2426 PHILIPS HIGH WAY A JACKSONVILLE, FLORIDA 32207 (904) 886-0071 (904) 886-7174 FAX www.GHIOTTO.com ri, S. NOT VAUDIWl�OUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL O A ORIDA LICENSED SURVEYOR AND MAPPER LEGEND (M) MEASURED DE DESIGN ELEVATION (P) PLAT EL ELEVATION A/C AIRCONDITIONER EX. EXISTING BM BENCHMARK FFE FINISHED FLOOR ELEVATION BRL BUILDING RESTRICTION LINE FNC. FENCE CH CHORD BEARING SQ. FT. SQUARE FEET CHD CHORD DISTANCE WBF WOOD BOARD FENCE CONC. CONCRETE WPF WOOD PICKET FENCE COR. CORNER GENERAL NOTES: 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD_88), AND ARE BASED ON A FOUND BOX -CUT IN CONCRETE SIDEWALK AT STATION 46+35.24, 30.461' RIGHT, SEMINOLE ROAD PER JACKSONVILLE TRANSPORTATION AUTHORITY CONTRACT PLANS, FINANCIAL PROJECT ID 434343-1-58-02, ELEVATION 7.17 (NAVD_88). 2. UNDERGROUND IMPROVEMENTS AND UTILITIES WERE NOT LOCATED AS PART OF THIS SURVEY. 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 WESTERLY RIGHT OF WAY LINE OF SEMINOLE ROAD, CHORD BEARING BEING NORTH 4°48'31" EAST. 6. THIS MAP WAS PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT. SURVEYOR DID NOT PERFORM A REVIEW OF THE PUBLIC RECORDS AND THERE MAY BE EASEMENTS AND/OR ENCUMBRANCE OF RECORD NOT KNOWN TO THIS SURVEYOR. 7. PER ATLANTIC BEACH CODE OF ORDINANCES CHAPTER 24, ARTICLE 11, SEC. 24-17, "THE WATER SURFACE OF SWIMMING POOLS SHALL BE CALCULATED AS FIFTY (50) PERCENT IMPERVIOUS SURFACE." JOB No. 19-162 REVISION, DA TE.' BY. - FILE No. A-182 Pro osed construction updated O1 09 2020 AGP PARTY CHIEF.' H. LAMM Add note 7, update calculation O1 10 2020 AGP F.B. 2013, PG. 30-33 U doted due to site redesi n 01 17 2020 AGP DRAWN BY.- A. PULLER CHECKED BY.' T HODGE SURVEY OA TE 12-17-2019 CAD FILE: P:\19\19-162 COAB 1175 SEMINOLE RD FOR ISLAND POOLS\DWG\19-162 COAB SEMINOLE RD.DWG MOTTO & A>�'SOCIA TE,S, INC. NATIONALLY CERTIFIED SURVEYORS & MAPPERS CERTIFICATE OF AUTHORIZATION No. L13 6508 2426 PHILIPS HIGH WAY A JACKSONVILLE, FLORIDA 32207 (904) 886-0071 (904) 886-7174 FAX www.GHIOTTO.com ri, S. NOT VAUDIWl�OUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL O A ORIDA LICENSED SURVEYOR AND MAPPER 1" = 20' .x GRAPHIC SCALE 0 10' 20' 40' 15; maawjc4. VP4�p/,A^of IMPERVIO:IMPERVIOUS: COVERAGE TOTAL LREA: 11655 SQ. FT. EXISTING 38% POST IMIOUS: 44See note 7) i A C tv�G� 1 (A- S I✓ Z�2 FOUND 1/2" IRON PIPE NO (DENT x` FENCE 4' wpF � S12' 1.2' SOUTH 32.3' Q � Q O O O O ti i �n II A 32.9' U U Lf) W n co c CO O II � U '1 h•i EX. CONC. DRIVE U BM #1 BOX -CUT IN NW CORNER OF CONCRETE DRIVE W, EL = 6.31 (NAVD_88) 11� ~ o' 11 I 2.9'_� 7.4 UND 1 IRON F PROPOSED COVERED ENTRY i S/�'g'59, 57859 X55 "E 9 1 (P 119.28 iM 11Nx FNC. x0 0 ON-LINE �_ 11 6' w-_ =.5 RL STONE STONE ` PA VERS x11.; X1.2 BM #2 BOX -CUT IN STONE PAVER EL = 11.58 (NAVD-88) EXISTING ONE-STORY BRICK #1175 FEE = 12.16' 2,518 SQ. FT. PROPOSED PR SED CONC VEL DRIVE 21 ` PROPOSED CARPORT 14.7X8.5' c 4E EON 7.5' BRL d BE REMOVED) 06 a 11A W, x10 4 11� ~ x11 5 x11 2 x 14.2' of o� 193' aQpN CONC. PAD :REMOVED) 11 1 11A W, /1/(j 11� ~ PROPOSED 29.5' IN PLAT BOOK 23, PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL 0.3 of o� 193' aQpN CONC. PAD :REMOVED) 11 1 10 9.' (M) MEASURED DE DESIGN ELEVATION (P) x D SED? PLAT EL ELEVATION A/C AIRCONDITIONER EX. EXISTING 10.92 ] BM BENCHMARK FFE FINISHED FLOOR ELEVATION BRL PA;rS GONC. A/C PAD W, /1/(j LOT 3, BLOCK 1, SELVA MARINA UNIT NO, 1, ACCORDING PROPOSED EQUIPMENT IN PLAT BOOK 23, PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL CONC. PAD Lb FOR: 10.94 ISLAND POOLS AND McKIMM RESIDENCE CONC. PAD :REMOVED) LEGEND TO BE (M) MEASURED DE DESIGN ELEVATION (P) N1q11U1VALLY CERTIFIED SUR1/EYORS &MAPPERS PLAT EL ELEVATION A/C AIRCONDITIONER EX. EXISTING 10.92 ] BM BENCHMARK FFE FINISHED FLOOR ELEVATION BRL i 4 + 0.1' , 4' WPF N88025'29"E 118.11 (M) N88°31'57"E 118.11 (P) x10 l_Ir`i' J %6' WBF 10��- X x10 h X11 No TOPOGRAPHIC SURVEY OF: /1/(j LOT 3, BLOCK 1, SELVA MARINA UNIT NO, 1, ACCORDING TO THE PLAT THEREOF RECORDED /VL) C ( 0 f`44 j- IN PLAT BOOK 23, PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL ffDA COUNTY, FLORIDA FOR: ISLAND POOLS AND McKIMM RESIDENCE LEGEND I11TC. (M) MEASURED DE DESIGN ELEVATION (P) N1q11U1VALLY CERTIFIED SUR1/EYORS &MAPPERS PLAT EL ELEVATION A/C AIRCONDITIONER EX. EXISTING J; BM BENCHMARK FFE FINISHED FLOOR ELEVATION BRL 6508 BUILDING RESTRICTION LINE FNC. FENCE 2426 PHILIPS HIGHWA Y CH CHORD BEARING SQ, FT, SQUARE FEET CHID CHORD DISTANCE WBF WOOD BOARD FENCE CONIC. CONCRETE WPF WOOD PICKET FENCE COR. CORNER GENERAL NOTES: FNC. COR, 1.4' EAST 0.8' NORTH x10 6 OUND 1/2' ,ON PIPE 1� 4. 10 9 x O � 6. � N x co N 7 co � O x C7 O � 1 � x108 N T�O/S� x vi V) FOUND 1/2" x IRON PIPE - FNC. COR. 1.1' EAST EXISTING 0.8' SOUTH ALUMINUM SHED (TO BE REMOVED) Lill L - 1 I. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD_88), AND ARE BASED ON A FOUND BOX -CUT IN CONCRETE SIDEWALK AT STATION 46+35.24, 30.461' RIGHT, SEMINOLE ROAD PER JACKSONVILLE TRANSPORTATION AUTHORITY CONTRACT PLANS, FINANCIAL PROJECT ID 434343-1-58-02, ELEVATION 7.17 (NAVD-88). 2. UNDERGROUND IMPROVEMENTS AND UTILITIES WERE NOT LOCATED AS PART OF THIS SURVEY. 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, ALL DATA SHOWN HEREON ARE FIELD MEASURED UNLESS OTHERWISE NOTED. 5. x 6. BEARINGS SHOWN HEREON ARE BASED WESTERLY RIGHT OF WAY LINE OF SEMINOLE TH SMAP WAS PREPABEING RED WITTHOUTBENEFIT OF A TITLE COMMITMENT. SURVEYOR DID NOT PERFORM A REVIEW OF THE PUBLIC RECORDS AND THERE MAY BE EASEMENTS AND/OR ENCUMBRANCE OF RECORD NOT KNOWN TO THIS SURVEYOR. PER ATLANTIC BEACH CODE OF ORDINANCES CHAPTER 24, ARTICLE 11, SEC. 24-17, "THE WATER SURFACE OF SWIMMING POOLS SHALL BE CALCULATED AS FIFTY (50) PERCENT IMPERVIOUS SURFACE." JOB No. 19-162 1-L VISION: FILE No. A-182 PLOposed construction u dated PARTY CHIEF. H. LAMM Add note 7, update calculationF.B. 2013, PG. 30-33 U dated due to site redesi n DRAWN BY: A. PULLER ffDA CHECKED BY T. HODGE SURVEY DATE 12-17-2019 CAD FILE: PA19\19-162 COAB 1175 SEMINOLE RD FOR ISLAND POOLS\DWG\19-162 COAB SEMINOLE RD.DWG GHIOTTO & ASSOCIATES I11TC. N1q11U1VALLY CERTIFIED SUR1/EYORS &MAPPERS CER TIFICA TE OF AUTHORIZA TION No. LB 6508 2426 PHILIPS HIGHWA Y JACKSONVILLE, FLORIDA 32207 0904 886-0071 (904) 886-7774 FAX www.GHIOTTO.com COMMUNITY DEVELOPME T APPROVED NOT VALIDW17[OUr THE SIGNATURE AND THE ORIGINAL RAISED SEAL O A ' ORIDA LICENSED SURVEYOR AND MAPPER 1" = 20' x GRAPHIC SCALE 0 10' 20' 40' A o ir tI W _� )-- O M•.r _0 ;W o rani O 1 �• x _ FENCE 4' WP`F 1.2' SOUTH 0- 0C? OC O Q O ti II A O 32.9' N u I -C) w W 00 cq �- Cp O p II Q 0z Fey EX, CONC, DRIVE U BM #1 BOX -CUT IN NW CORNER OF CONCRETE DRIVE EL = 6.31 (NAVD AR) UND 1 IRON F IMPERVIOUS COVERAGE TOTAL LOT AREA: 11655 SQ. FT. EXISTING IMPERVIOUS: 38% POST IMPERVIOUS: 44% (See note 7) I I 'x ClJ �) I N I I PROPOSED COVERED ENTRY L S7g 599 05�E 1 19 11 55 E 119.za FNC. x11 0 ON-LINE 11 6' lug _y_`=5'BRL_ STONE PAVERS x11.58 BM #2 �EL X-CUT IN STONE PAVER = 11.58 (NAVD_88) EXISTING ONE-STORY BRICK #1175 FFE = 12.16' 2,518 SQ. FT. I PROPOSED I PROPOSED CONC GRAVEL DRIVE 22 »: PROPOSED CARPORT i,.. 14.7'X8.8' L-- --- EXISTING CONC. " 7.5' BRL d (TO BE REMOVED) °O - � 0 11x p A/C PAD 112 IFNC. OO -•- 29.5' ��h 20.3' IxX ON CONC. PAD $ ¢ 19.3" C,4 10.94 111 1�9 Q x PROPOSED N DECK OR I� PAVERS ; co CONC. p A/C PAD N� p g IFNC. OO -•- PROPOSED a a � N POOL EQUIPMENT 0- `'o ON CONC. PAD $ 0 6 10• x1p5 10.94 FOUND 1/2 CONC. PAD Q (TO BE N REMOVED) I� 9• 10.92 m to N m o-J i x112h - x10 7.4' '+ a , 0.5' 4' WPF N88025'29"E 118.11 (M) N88'31'57"E 118.11 (P) x103 C5 J x6' WBF \,,:5x x1O h U01 V8,)i x,0 � IKUN L'IF'E x11 2 x NO IDENT IFNC. COR. DE 1.4' EAST 9 0.8' NORTH ox 0 6 \, x10 x11' . FOUND 1/2 FOUND 1 x IRON PIF �� NO IDEN' - FNC. COR. 1.1' EAST EXISTING 0.8' SOUTH ALUMINUM SHED (TO BE REMOVED) Lei Ii -.J• TOPOGRAPHIC SURVEY OF: LOT 3, BLOCK 1, SELVA MARINA UNIT NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 23, PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA FOR: ISLAND POOLS AND McKIMM RESIDENCE IKUN L'IF'E I NO IDENT x I_I I; DE DESIGN ELEVATION x PLAT �1 4 ELEVATION A/C 9 x x1� co BM Q 3' N BRL C7) N x FENCE CH 00 SQ. FT. SQUARE FEET m CHORD DISTANCE WBF a CID O CONC. CONCRETE WPF rn i1 1 x1d (904) 886-7174 FAX Q O FOUND 1 x IRON PIF �� NO IDEN' - FNC. COR. 1.1' EAST EXISTING 0.8' SOUTH ALUMINUM SHED (TO BE REMOVED) Lei Ii -.J• TOPOGRAPHIC SURVEY OF: LOT 3, BLOCK 1, SELVA MARINA UNIT NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 23, PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA FOR: ISLAND POOLS AND McKIMM RESIDENCE GENERAL NOTES: 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD_88), AND ARE BASED ON A FOUND BOX -CUT IN CONCRETE SIDEWALK AT STATION 46+35.24, 30.461' RIGHT, SEMINOLE ROAD PER JACKSONVILLE TRANSPORTATION AUTHORITY CONTRACT PLANS, FINANCIAL PROJECT ID 434343-1-58-02, ELEVATION 7.17 (NAVD-88). 2. UNDERGROUND IMPROVEMENTS AND UTILITIES WERE NOT LOCATED AS PART OF THIS SURVEY. 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 WESTERLY RIGHT OF WAY LINE OF SEMINOLE ROAD, CHORD BEARING BEING NORTH 4°48'31" EAST. 6. THIS MAP WAS PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT. SURVEYOR DID NOT PERFORM A REVIEW OF THE PUBLIC RECORDS AND THERE MAY BE EASEMENTS AND/OR ENCUMBRANCE OF RECORD NOT KNOWN TO THIS SURVEYOR. 7. PER ATLANTIC BEACH CODE OF ORDINANCES CHAPTER 24, ARTICLE 11, SEC. 24-17, "THE WATER SURFACE OF SWIMMING POOLS SHALL BE CALCULATED AS FIFTY (50) PERCENT IMPERVIOUS SURFACE." JOB No. 19-162 FILE No. A-182 PARTY CHIEF- H. LAMM F.B. 2013, PG. 30-33 LEGEND Proposed construction a doted 01 09 2020 AGP (M) MEASURED DE DESIGN ELEVATION (P) PLAT EL ELEVATION A/C AIR CONDITIONER EX. EXISTING BM BENCHMARK FFE FINISHED FLOOR ELEVATION BRL BUILDING RESTRICTION LINE FNC. FENCE CH CHORD BEARING SQ. FT. SQUARE FEET CHD CHORD DISTANCE WBF WOOD BOARD FENCE CONC. CONCRETE WPF WOOD PICKET FENCE COR, CORNER (904) 886-7174 FAX GENERAL NOTES: 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD_88), AND ARE BASED ON A FOUND BOX -CUT IN CONCRETE SIDEWALK AT STATION 46+35.24, 30.461' RIGHT, SEMINOLE ROAD PER JACKSONVILLE TRANSPORTATION AUTHORITY CONTRACT PLANS, FINANCIAL PROJECT ID 434343-1-58-02, ELEVATION 7.17 (NAVD-88). 2. UNDERGROUND IMPROVEMENTS AND UTILITIES WERE NOT LOCATED AS PART OF THIS SURVEY. 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 WESTERLY RIGHT OF WAY LINE OF SEMINOLE ROAD, CHORD BEARING BEING NORTH 4°48'31" EAST. 6. THIS MAP WAS PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT. SURVEYOR DID NOT PERFORM A REVIEW OF THE PUBLIC RECORDS AND THERE MAY BE EASEMENTS AND/OR ENCUMBRANCE OF RECORD NOT KNOWN TO THIS SURVEYOR. 7. PER ATLANTIC BEACH CODE OF ORDINANCES CHAPTER 24, ARTICLE 11, SEC. 24-17, "THE WATER SURFACE OF SWIMMING POOLS SHALL BE CALCULATED AS FIFTY (50) PERCENT IMPERVIOUS SURFACE." S'S. NOT VALIDI WI�OUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL 0 A ORIDA LICENSED SURVEYOR AND MAPPER JOB No. 19-162 FILE No. A-182 PARTY CHIEF- H. LAMM F.B. 2013, PG. 30-33 REVISION: DA TE: B Y Proposed construction a doted 01 09 2020 AGP Add note 7, update calculotion 01 10 2020 ACP Updated due to site redesign 01 17 2020 ACP DRAWN BY: A. PULLER CHECKED BY.• T. HODGE SURVEY DATE 12-17-2019 CAD FILE: P:\19\19-162 COAB 1175 SEMINOLE RD FOR ISLAN SEMINOLE RD.DWG D POOLS\DWG\19-162 COAG MOTTO & ASSOCIATES, INC. NA 110NALL Y CERTIFIED SURVEYORS & MAPPERS CERTIFICATE OF AUTHORIZATION No. LB 6508 2426 PHILIPS HIGHWAY JACKSONVILLE, FLORIDA 32207 (904) 886-0071 (904) 886-7174 FAX www.GHIOTTO.com S'S. NOT VALIDI WI�OUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL 0 A ORIDA LICENSED SURVEYOR AND MAPPER