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1753 MARITIME OAK DR - POOL °S, CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD • • ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SWIMMING POOL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-POOL-2282 Job Type: SWIMMING POOL/SPA Description: POOL Estimated Value: $31,952.00 Issue Date: 11/2/2015 Expiration Date: 4/30/2016 PROPERTY ADDRESS: Address: 1753 MARITIME OAK DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: BACKYARD DESIGNS INC- MARK S TURNER Address: 4265 Eldridge Loop Ave Orangr PARK Phone: - - PERMIT INFORMATION: FEES: PLAN CHECK FEES $104.88 BUILDING PERMIT FEE $209.76 STATE DCA SURCHARGE $3.15 STATE DBPR SURCHARGE $3.15 Total Payments: $320.94 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 • Job Address: 1753 Maritime Oak Drive, Atlantic Beach, FL Permit Number: /S _(06/.—22(5'2' Legal Description Lot 101, Atlantic Beach Country Club, Unit 2,67-132-08-2S-29E.193 Parcel 169505-1800 Floor Area of Sq.Pt. Sq.Ft Valuation of Work$ ?5 .3(J 2- Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition ool/spa window/door Use of existing/proposed structures)(circle one): Commercial esid tten ia7 If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N /A Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: swimming pool Property Owner Information: Name:, Toll FL VI Limited Partnership City 250 Gibraltar Rd., Horsham State PA Zip 19044 Phone 904-217-0739 E-Mail or Fax#(Optional) Contractor Information: Company Name: Backyard Designs, Inc. Qualifying Agent: Mark S. Turner Address: 4265-A Eldridge Loop City Orange Park State FL Zip 32073 Office Phone 904-272-9473 Job Site/Contact Number 904-813-3309 Fax# 904-644-8780 State Certification/Registration# CPC 1457269 Architect Name& Phone# Engineer's Name& Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. /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 laws regulating construction in this jurisdiction. This permit becomes null and void of work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordi antes governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority 'olate or cancel the provisions of any other federal,state, or local I regulating construction or the performance of construction. Signature of Owner Signature of Contractor ! I it- l' Print Name </ f4'1c Print Name IAAR • 1.4112112g. Sworn to and subscribed before me Swor to and subsc 'bed before me this i 1 Davy of )t.111.Q 20_"� this3 arDay of ca A . = 20 MELISSA LIEBERMAN � ' y G � 4 Pate: %�[7 J �Nota ublic.. u - t [ • MY COMMISSION;iFF055605 Notary P ` MY COMMISSION 1FF150195 EXPIRES September 18.2017 � EXPIRES Auqu t2,201$ (aU:i 4,.01 53 FloridallotaryS^n•ic 47,%),:;*g;R,.t *ended TMu Navy 1u BdN6fl .26.10 NOTICE OF COMMENCEMENT OFFICE COPY State of Florida Tax Folio No. 169505-1800 County of c.j1 u VG / To Whom It May Concern: Pe r m.1 -ft- I C.-. 6;0 / •- 2z 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: Lot 101,Atlantic Beach country club,Unit 2,67-132-08-2S-29E.193 Address of property being improved: 1753 Maritime Oak Drive,Atlantic Beach,FL 32233 General description of improvements: Swimming.pool and any improvements Owner: Toll FL VI Limited Partnership Address:250 Horsham,PA 10944 Owner's interest in site of the improvement: Fee Simple Fee Simple Titleholder(if other than owner): Name: Contractor: Backyard Designs, Inc. Address: 4265-A Eldridge Loop,Orange Park,FL 32073 Telephone No.: 904-272-9473 Fax No: 904-644-8780 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: - e/ � Date: 6./r /rar• Before me is l day of SuLn2 in the County of Duval,State Of Florida,has personally appeared Doc#2015217863,OR BK 17310 Page 2127, Notary Public at Large,State of Florida,County of Duv. . Number Pages:1 My commission expire . 41 / / A Recorded 09/23/2015 at 10:33 AM, Personally Known: or Ronnie Fussell CLERK CIRCUIT COURT DUVAL Produced Identification: e4i." MELISSA LIEBERMAN COUNTY RECORDING$10.00 Aft .•) MY COMMISSION#FF055605 EXPIRES September 18.2017 (407)398.0153 FloridalloteryService.com 1;1/17/2014 at 12:46 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $33484.50 • Prepared by and return to: OFFICE COPY Atlantic Beach Partners,LLC 414 Old Herd Road,Suite 502 Fleming Island,Florida 32003 SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED made as of the /2s day of December, 2014, by ATLANTIC BEACH PARTNERS, LLC, a Florida limited liability company, whose address is 414 Old Hard Road, Suite 502, Fleming Island, FL 32003 (hereinafter called "Grantor") and TOLL FL VI LIMITED PARTNERSIIIP, a Florida limited partnership, whose address is 250 Gibraltar Road, Horsham, Pennsylvania 19044 (hereinafter called "Grantee"). WITNESSETH: That Grantor,for and in consideration of the sum of Ten and no/100 Dollars($10.00)and other valuable consideration,the receipt whereof is hereby acknowledged,by these presents does hereby grant, bargain, sell, alien, remise, release, convey and confirm unto Grantee, its legal representatives and assigns, all that certain real property situate in Duval County, Florida, described as follows: Lot 5,Atlantic Beach Country Club Unit 1, a subdivision according to the plat thereof recorded in Plat Book 67 pages 52,53 and 54,in public records of Duval County,Florida Parcel Identification Number: 169505-1080 and, Lot 7, Atlantic Beach Country Club Unit 1, a subdivision according to the plat thereof recorded in Plat Book 67 pages 52,53 and 54,in public records of Duval County,Florida Parcel Identification Number: 169505-1090 and, Lots 9, 16,46,50,54,68,78,73,81,82, 101, 102, 108, 124, 126, 161, 164, 167, 170, 175, Atlantic Beach Country Club Unit 2,a subdivision according to the plat thereof recorded in Plat Book 67 pages 132, 133, 134, 135, 136 & 137, in public records of Duval County, Florida ("Property") Parcel Identification Number: 169399-0002 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 Grantor hereby covenants with Grantee that except as set forth below at the time of the delivery of this deed,the Property was free from all encumbrances made by Grantor;and that Grantor will warrant and defend the same against the lawful claims of all persons claiming by, through or under Grantor,but against none other. 3AX ACTIVE 3453587.3 By acceptance and recording of this deed, Grantee, for itself and its successors and assigns, agrees to join in and support and to execute all documents and papers necessary to accomplish the annexation of the Property conveyed hereby into the City of Atlantic Beach, Florida.Grantee acknowledges that the foregoing agreement is a condition of this conveyance by Grantor and shall run with the title to the Property. This conveyance is subject to covenants, easements and restrictions of record and to ad valorem taxes levied or which may become a lien subsequent to December 31 of the calendar year next preceding the date hereof. IN WITNESS WHEREOF, this deed has been executed as of the date first above written. Signed,sealed and delivered GRANTOR: in the presence of: W(1,0- ATLANTIC BEACH PARTNERS,LLC, Print Name: S dra Spencer a Florida limited liability company /TA ,jd,&i1/1( By:The Wood Development Company of Print Name: Jacksonville,its Managing Member B 2 Name: Susan D.Wood Title: Vice President STATE OF FLORIDA } COUNTY OF DUVAL } The foregoing instrument was acknowledged before me this` day of December,2014, by Susan D. Wood as Vice President of The Wood Development Company of Jacksonville, a Florida corporation, the Managing Member of Atlantic Beach Partners, LLC, a Florida limited liability company,on behalf of said LLC. Susan D.Wood is personally known to me.. PmditaL �• C� �, Sandra Spencer,Notar Public QMI �'...1:511 Commission#EE089096 p,s } My Commission Expires:June 4,2015 it 1AX ACTIVE 3453587.3 2 `• ".. ATLANTIC BEACH = Y PERMIT RECEIPT 'V� iil�>r PERMIT DESCRIPTION: ELEC FOR POOL PERMIT NUMBER: 15-ELEC-2283 ADDRESS: 1753 MARITIME OAK DR OWNER: DATE ISSUED: FEES DUE: State Elec DBPR Surcharge $2.00 State Elec DCA Surcharge $2.00 Swimming Pools $40.00 Trade Permit Base Fee $55.00 Totals: $99.00 t. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph (904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: 1753 D A..w PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK$ 7SO . 00 NEW SERVICE ❑ Overhead n Underground I IJ Underground up Pole Residential (Main) Service I0-100 amps 101-150amps 151-200amps amps # of Meters Commercial(Main) Service 0-100 amps 101-150amps 151-200amps amps CT Service amps Conductor Type Size Multi-Family(Main) Service 0-100 amps 101-150amps ! 151-200amps amps # of Unit Meters ' Temporary Pole . amps SERVICE UPGRADE ; . amps CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) 100 amps 150amps [ 200amps 1 amps CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTH ELECTRICAL PROJECTS Swimming Pool Sign Smoke Detectors_Qty Transformers KVA Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS I Replace Burnt/Damaged Meter Can (Safety Inspection Panel Change :OH to UG Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name 111// FL-_. VI Doe, Phone Nu�ber dl 7 r d 73 7 Electrical Company David Pruette's Electrical Services, Inc. Office Phone 904-272-7225 Fax904-272-7229 Co. Address: 331-8 Parkridge Avenue City Orange Park State FL Zip 32065 License Holder(Print): David Pruette St. e�f 'cation/Registration# EC0002923 Notarized Signature of License Holder %OP / ,:r:!, Sworn and subscribed befo e e this P-( (delay •• 20 (S Signature of Notary Public _ $Qr� N g l✓ � ,r,,y�/�' TREE & VEGETATION AFFIDAVIT . S, City of Atlantic Beach OFFICE COPY rw . Via:, Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach, FL 32233 (P) 904 247-5800 (F) 904 247-5845 '''.! _)5119'1" PERMIT# SECTION I-APPLICANT INFORMATION (- Owner(s) EY Legal Authorized Agent* NAME OF APPLICANT 'Aar - 6 . 1 l,L('f1L°(- NAME OF COMPANY \-at-c--- ADDRESS OF COMPANY �a(D an F'd L"Lail wz� 3O73 PHONE a`-1 cLi'�3 CELL 3-3 jQ 9 EMAIL fayL�bac d r CaYL CONTRACTOR CERTIFICATION NUMBER LPly 1 L/5 7a‘c)9 ATLBCH BUSINESS TAX RECEIPT NUMBER Dv t ej li0 r, .,_A, /7 g', 3 7 SECTION II-SITE INFORMATION ' V v Pri-e_C-i-ed /0- /D 'be-- -R Vil u lr STREET ADDRESS OF PROPERTY j 753 ‘4 2 r -' e J Cap., J If an address has not been assigned to this property,contact the AS Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION Lot/D/a i& eJ L zs.OM thI 02 2 D/C.t � 1.- 4 /37—x`37 LOT l .D 1 BLOCK SUBDIVISION atte24,1 [ -,1 C. REAL ESTATE NUMBER 1(e g - 18to LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation" of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subse. -• ly, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-d"Pd ibe• .r adjacent properties in conjunction with this project. I SIGNATURE SF OWNER SIGNATURE OF OWNER Signed and sworn before me on this 'day of a , , , ,5 ,by State of ("—L C 'f € ill\e t� .vm County of Ucc,, Identification verified: Oath sworn: /No Yes r No I ; '" "" = PAMELA 0 TURNER �: AiY CO11fv11SSICN B Fr;;q[562 IL_ „ ,a EXPIRES:5eptemt�er 14 2017 •• 'e. ru'.tayPub underwders Notary Signature "' .��+t REV-TVA-v10.12 My Commission expires: Ls - SFR - 146D ANSI/ASP-7 2006 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 OFFICE COPY Determine Maximum System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 1. Calculate Pool Volume: 32- x L/, % . Y (Surface Area) (Average Depth) (Volume in gallons) 2. Determine preferred Turnover Time in hours: Cv x 60 (minutes / hour) = 3170 (Hours) (Turnover in Mirutes) 3. Determine Max Flow Rate: I/O l 79 / 36,0 = JO. 7 + 0 = 36, 7 (Volume in gallons)(Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) 4. Spa Jets: x gpm per jet = flow rate. (Number of jets) (Jet Flow) (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: Branch Piping to be 3 inch to keep velocity @ 6 fps max. at /3Z3 gpm Maximum System Flow Rate. Trunk Piping to be ,,2,5 inch to keep velocity @ 8 fps max. at 1/ 0 gpm Maximum System Flow Rate. Return Piping to be •/) inch to keep velocity @10 fps max. at 1O- gpm Maximum System Flow Rate. Determine Simplified TDH: 1. Distance from pool to pump in feet: `L 3 2. Friction loss (in suction pipe) in v___ inch pipe per 1 ft. @ 1/7 gpm = • _• (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in (9,0 inch pipe per 1 ft. @ /fir gpm = `16 (from pipe flow/friction loss chart) 4. Length of suction pipe 1'() x ft. of head/1 ft of pipe q = TDH suction pipe 3• �' 5. Length of return pipe 'JO x ft. of head/1 ft of pipe ' �? = TDH return pipe 69,`-> TDH in Piping: /0 Filter loss in TDH (from filter data sheet): i Heater loss in TDH (from heater data sheet): Total all other loss: Total Simplified TDH: 3 'I Selected Pump and Main Drain Cover: rte.) Pump selection 2'656 L R,,/.BLg -ffq ng pump curve for Simplified TDH & System Flow Rate (Pump mod 1 ndsze in Horsepower) Main Drain Cover (System Flow Rate must not exceed approved cover flow rate) (Make and Model) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required In-Floor Suction Outlets: Check all that apply. ' E C E Q v IE © 3' — 0" O 2 SLX suction outlets @ /39 gpm max. flow (se= • 2)OCT 1 4 2015 O O O 3 suction outlets @ gpm max. flow (se; • 1 3) Aquastar Channel Drain @ 316 gpm max. flow rate A & A Channel Drain @ 217 gpm w/ 2 port & 278 gpm w/ po s -- • - TDH Calculation Options Total Head In Feet Conversion Chart For each pump Inches Mercury(Vacuum Gauge Check one 0 2 4 6 8 10 12 14 16 18 0 0.0 2.3 4.5 6.8 9.0 _ 20.3 X Simplified Total Dynamic Head (STDH) 1 2.3 4.6 5.8 9.1 11.4 =.§ '2 4 22.7 Complete STDH Worksheet-Fill in all 2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 blanks 3 6.9 9.2 11.5 13.7 16.0 _18.2 20.5 22.8 25.0 27.3 • 4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.6 ' Total Dynamic Head (TDH) 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 Complete Program or other calcs. Fill 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 in required blanks on worksheet& 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 attached calculations. 8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 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 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1 • 13 30.0 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4 Notes: 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 , 1. If a variable speed pump is used, use the 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 , maximum pump flow in calculations. • 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 2. For side wall drains, use appropriate side 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 wall drain flow as published by the 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 manufacturer. • 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 58.9 3. Insert the manufacturer's name and • 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 approved maximum flow. 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 24 55.4 57.7 60.0 62.5 64.5 66.7 69.0 71.3 73.5 75.8 4. See installation instructions for number of 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.0 ports to be used. 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 5. In-floor suction outlet cover/grate must 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 76.0 78.2 80.5 82.8 85.0 conform to most recent edition of 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3 ASME/ANSI A112.12.8 and be embossed 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 with that edition approval. 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92.0 6. Pump & Filter make, model and location can 32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92.0 94.3 • 33 76.2 78.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6 not change without submitting revised plans 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 and TDH worksheet. 35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 101.2 Flow and Friction Loss Per Foot Swimming Pool Specification for: Schedule 40 PVC Pipe -re/ Lor /0/ Velocity-Feet Per Second /� / ^ Pipe 6fbs 8 fbs 10 fbs /T r Arne CfA( t• l'! /j7'/�-�r CU/,G Size 1" 16 gpm 0.25' 21 gpm 0.66' 26 gpm 0.94' 1.5" 37 gpm 0.16' 50 gpm 0.28' 62 gpm 0.48' ' E3l. 2" 62 gpm 0.15' 82 gpm 0.25' 103 gpm 0.40' Job Address: 1 75 / • 2.5" 88 gpm 0.09' 117 gpm 0.15' 146 gpm 0.23' • __JA)//e_ 4;111 AL 1 4 2015 3" 138 gpm 0.09' 181 gpm 0.14' 227 gpm 0.23' 4" 234 gpm 0.06' 313 gpm 0.10' 392 gpm 0.15' Permit # 6" 534 gpm 0.04' 712 gpm 0.04' 890 gpm 0.10' „a,�l;.,,, City of Atlantic Beach APPLICATION NUMBER ” Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233 5445 Po, L ; Phone(904)247-5826 • Fax(904)247-5845 �j 9 !� W� E-mail: building-dept @coab.us Date routed: 77 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 731 � Oa-,< _ De•artment review required No re I I Applicant: CK Y 424 ns ' -' in.. &Zonin• Tree Administrator Project: 7D o L ' 11- 3iftil ->• Public Safety _ Fire Services Review fee $ Dept Signature Review or Receipt Date Other Agency Review or Permit Required 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 'view: VApproved. ❑Denied. (Circle one.) ' ommen .. BUILDING PLANNING &ZONING Reviewed by: Al 1 Date:/6'A p'/s--- TREE ADMIN. Second Review: ❑Approved as revised. ❑Deni•d. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER /J S� Building Department (To be assigned by the Building Department.) ) 800 Seminole Road 4C- PO L _ r Z. mop Atlantic Beach, Florida 32233-5445 Phone(904)247 5826 Fax(904) 247-5845 /� r V E-mail: buildin de t @ coab.us Date routed: 7 Z 9 P City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:/7.�3 //(�� O4K Department review required Yes No rM Applicant: d,) Ck Q�� 2. -a/ iS •�- &Zonin• Y Tree Administrator Project: d 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. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: v�Date: WU' TREE ADMIN. Second Review: I 'Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [Approved as revised. nDenied. Comments: Reviewed by: Date: Revised 07/27/10 ).-Al rr City of Atlantic Beach APPLICATION NUMBER � Building Department � __ __ (To be assigned by the Building Department.) 'L• 800 Seminole Road IN,CE l� � /r D �� -6v Atlantic Beach, Florida 32233-5445 J' Z. Phone(904)247-5826 • Fax(904)247-5845 SEP 2 9 206 L 22.t eta E-mail: building-dept @coab.us Date routed: 7 9 rl City web-site: http://www.coab.us �y- APPLICATION REVIEW AND TRACKING FORM Property Address:/i< ,7/ f1 / i L O4,< De•artment review re.uired Yes No Applicant: Z3 ek QeA �� /1,S _ - . • &Zonin• _- Y Tree Administrator Project: '?/3.0 L E' ' Public Safety Fire Services Review fee $ zt Dept Signature )C i Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B� Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District _ Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: IP proved. ❑Denied. (Circle one.) Comments: BUILDING I PLANNING &ZONING Reviewed by: 4 Datec�: I/)0/'I TREE ADMIN. Second Review: Approved as revised. ❑Denied. C WOR. ' Comments: 'UB C UTILITI — —/ PU LIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER s` `� Building DepartmentE� ., (To be assigned by the Building Department.) ' 800 Seminole Road / , - �0 L .. -- ‘19 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-58455 E f 2 9 2.-fir E-mail: building-dept @coab.us Date routed: L Ver City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:/7J Rita/1;71g, O4,< Department review required Yes No nS Applicant: CSC//y 424 �g ' &Zonin Tree Administrator Project: 9:sô L — • .. •_ �. •Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: Jet liYiatell BUILDING �V PLANNING &ZONING Reviewed by: �, Date: 3141 TREE ADMIN. Second Review: ❑Approved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 07/27/10 • Z INTELLIFLO® VS+SVRS PENTAIR HIGH PERFORMANCE PUMPS CC >;!› CD Featured Highlights • Ability to program exact pump speeds for specific 40. operations-filtering,heating,cleaning,spa jets,water features and more-reduces energy costs up to 90% Select n°'"'°r•`°"°""" • SVRS complies with Virginia Graeme Baker Safety Act CL ' i PENTAIR • Built-in diagnostics protect the IntelliFlo pump from the most common causes of premature failure- r'f`' overheating,freezing,and voltage irregularities. ,..(lft,e • Includes priming protection.No SVRS calibrations needed.Built-in SVRS cannot be turned off. ENERGY STAR • Safety lock-out feature(password protected) prevents pump speed settings from being changed by IntelliFlo VS+SVRS Appliance unauthorized personnel Efficiency •Ability to set minimum and maximum speeds so pump High Performance Pump Database will only operate within the ranges set to help assure safe operation and long life IntelliFlo VS+SVRS pump Protected by U.S.Patent No.813.306:6.602,743;8.469.675: • Compatible with IntelliTouch'0,EasyTouch"-',and 8.573.952;8,602,745 8.043,070;7.686.587;7,815,420;7.857,600;7.854,597;0568.340; 0606.562,0611.430 and Patent Pending and all corresponding foreign counterparts. SunTouch"Pool Control Systems IntelliFlo pumps combine variable speed technology,onboard digital • NSF Certified,UL and ETL Listed as an intelligence,and permanent magnet motors(used in hybrid cars)to ASME A112.19.17.2002 Device reduce pump-related energy costs by up to 90%.The IntelliFlo VS+SVRS • Operates seamlessly on 50 hz or 60 hz input power. pump models are the first swimming pool pumps to feature a built- Flow/speed are constant when operating on 50hz or 60 hz. in Safety Vacuum Release System that detects drain blockage and automatically shuts the pump off. Ordering Information Full Load Primary Listings and Port Size Carton Product Model Voltage Amps kW HP SF SFHP FRED. Certifications` (NPT) Wt.(Lbs.l ULTRA ENERGY EFFICIENT VARIABLE SPEED WITH SAFETY VACUUM RELEASE SYSTEM 011017 IntelliFlo VS+SVRS 230 16 3.2 3 1.32 3.95 50hz/60hz UL',NSF',CSA',ASME`,ETL, 2 in.x 2 in. 47 APSE ACCESSORIES 520641 IntelliCom 4-Rated 15-240 VAC 15-100 VDC with 4 inputs 8 521109 IntelliCom 2-Rated 9-30 V DC with 4 inputs 1 350122 Communication Cable-50 ft.-Included with pump 2 3502502 SVRS KIT-Allows use of discharge check valves with SVRS pump 1 UNIONS 11201-0154 2 in.x 2 in.Union 12 in.NPT male x 2 in.female NPT quick connect) •Note:two required per pump[sold individually) 2 'UL'indicates that pump bears a UL mark signifying evaluation to U.S. Title 20 and is certified to use on Residential Swimming Pool Filtration Standards UL1081 for Permanently Connected Swimming Pool and Spa Systems, Pumps and to Canadian Standards CAN/CSA C22.2 No.108-01 Liquid Product may have been evaluated to other state and local regulatory Pumps For Swimming Pools Only!Enclosure 31. standards.Listing status may change.Always confirm status with 'NSF'indicates that pump bears a NSF mark signifying evaluation to NSF appropriate agency if in doubt. Standard 50 For Self-Priming Centrifugal Pumps For Swimming Pools Only, Note:Pump must be used with current collectors when installed on spas ' 'CSA'indicates that pump bears a CSA mark signifying evaluation to or hot tubs in Canada. Canadian Standards CAN/CSA C22.2 No.108-01 Liquid Pumps For Swimming Pools Only!Enclosure 31. Refer to catalog page 36 for a selection of 1-and-2-Pole GFCI breakers 'ASME'indicates that pump bears a specific mark signifying evaluation to which offer 6 milliamp personnel protection while meeting 2008 to ASME/ANSI Standard A.112.19.17.2002 Manufactured Safety Vacuum Relief Current NEC Standards for Pool Pumps. System ISVRSI. 'APSP'Pump has been evaluated to ANSI/APSP/ICC-15 and California 158 1 • •■ 0 CLEAN & CLEAR° FILTERS ce FIBERGLASS REINFORCED POLYPROPYLENE TANK Ce + PENTAIR V .. .„ Featured Highlights 1 N • NSF listed Cr W Aim, • Unionized connections J • Integrated continuous High Flow'Internal Air Relief• LL • Chemical resistant tank body • Lock ring with spring-loaded safety latches _ •• Coreless cartridge for easy cleaning • High Flow manual air relief valve Clean & Clear • 1 in.drain and wash out Filter • Single piece base and body design The Clean&Clear®Filter features a chemical resistant tank with no-tool servicing and a careless cartridge for easier cleaning.All models are equipped with easy spin-on unions for plumbing hook-ups.These filters are NSF listed,and are available in 50,75,100,150,and 200 square foot sizes. Ordering Information Turnover Capacity Product Model Effective Filtration Flow Rate' Flow Rate (In Gallons! Carton Carton Area(Sq.Ft.) (GPM Res) IGPM Comm) Qty. Wt.(Lbs.) 8 Hour 10 Hour 12 Hour CLEAN&CLEAR FILTERS 160314 CC 50 50 50 19 24,000 30,000 36,000 1 15 160315 CC 75 75 75 28 36,000 45,000 54,000 1 26 160316 CC 100 100 100 38 48,000 60,000 72,000 1 33 160317 CC 150 150 150 56 72,000 90,000 108,000 1 35 160318 CC 200 200 150 75 72,000 90,000 108,000 1 35 ' One GPM per sq.ft.shown recommended flow rate.5 GPM per sq.ft. 2 Commercial rate is a maximum of.375 GPM per sq.ft.of filter area. Dimensions and Performance Clearance to remove Filter Module Note:Actual system flow will depend NSF„ (0 on plumbing size and other system components. Listed / -.1. O'' Note:Pentair Aquatic Systems does not Dimension Table recommend flow rates above 150 GPM. Mode - A Dim. BDim •Integrated continuous High Flow internal 160314 18' 30' \� Vii- B •._ — '',t air relief is operational only when there 180316 25.1/1' 39' ,,.�` ,.-0 A is unobstructed flow in the circulating 160316 33' 61' system. 160317 40in' 76' Note:Operating Limits—maximum 160318 40412' 76' continual operating pressure of 50 PSI. Pool/spa(bather)applications,maximum operating water temperature(internal filter)104°F(40°C). (r� 15-W I 46 See page 360 for replacement parts. W -_. .._N___. .._....• 00 1z O (n o I: • o O O D z CO N I Q W Ln J - co co -I! 5 X CD ll ) O p S 0 Z f r 0 k y . i-- II J j ti E CD 3 c3 1-- 'CI_ = •C� O I 1 F ma,. pi • • Z 00 (y �. coax° 0 W N LL f--- cc 0. -41 W U Kx 4, z J OCR _ O o 3 $a$W._5, aI 6 Z W >- OW „ ' AA OI-- > i Q < 0 OX • W W W L_ 0 . f . C W ti Q . Q > W 1 . 1 . 1 I i1��' -. _._ ... .._ _.. _._.. ��\��t1►�ti ►.� . 10' t \ � i i� rr h r1�r � a... ,��� .��41,Iowtoi�1C''A♦�iij�,4 istAW11�' % � � 1� 111, 1111r li♦ �i"i♦ � / � ��11�k 1 tl�t 111‘1 h11r lj1/,�,!�.�,!,;�O!,i,%,♦�♦i' A. \ \\ \\‘\1,\10.1,:11/4 \X I 1/♦/ j i 00!„• M 14\ `\�1_-1.1 ,`�4.... �����••/1 koesge..........ok...4 0 .L � a � ����-:•y4 .t*S∎ _A� ,...7..:::. `` . Vitt%��.••/:4 j, .� . \`��`? • \:**.lt-- -. 41bNi% .- . '• \ ♦1,i•,�i��.,���/i��j/i/�j�1�11�,�1\111111\\\‘-\)i �� \��.r ♦/ `414.* �,i ♦i ♦ 1�1 1 11 1 ` � 4j41j/ ��i��•.�jii�j/i ♦jrl,r 1 11 1,1�11i� �� �11 4e/. .; �,.�♦/ 1 rill i Vii• r��►r``/��1r111ra I 'I �1 1\t.� 44 11411041 X 11 .11 Ekklk �v∎111iy�ki�1- N�� > - ► PENTAIR TDH CALCULATOR Pool Information Pool Volume: 11074 Gal Total Piping Lengths: Turn Over Time: 6.00 Hrs Inlet Side: 50 Ft Suction Lift: 0 Ft Discharge Side: 50 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (consult your local code) Inlet Piping: 2.445 In Branch Piping: 6 Ft/Sec Discharge Piping: 2.445 In Inlet Piping: 6 Ft/Sec Piping Head Loss at 30.76 Gal/Min: Discharge Piping: 8 Ft/Sec (not incuding fittings or valves) Inlet Piping: 0.35 Ft Discharge Piping: 0.35 Ft For advanced pools that contain multiple suctions, this program may be inaccurate. Consult a hydraulics engineer. This program is for single pump sytems with a single body of water. Results: Your TDH Calculation Suggested Minimum Pipe Sizes: Flow Rate: 30.76 GaVMin Branch Piping: 1.5 In Your Head Loss: 3.43 Ft Inlet Piping: 1.5 In Maximum Flow Rate Discharge Piping: 1.5 In at Maximum RPM: 116.31 GaVMin Head Loss at Maximum Flow Rate: 66.49 Ft System Head Pressure Curve 8 7 6 5 O I O 4 U- 03 a) N 3 2 1 IntelliFlo Variable Speed.VS+SVRS. or W -800 rpm Clean System Desired Operation Point 0 0 10 20 30 40 r Selected Components Components Head Loss at Name Quantity 30.76 Gal/Min IntelliChlor IC-20 1 0.39 2"x 2.5"3 way valve 2 0.10 2"x 2.5"2 way valve 2 0.08 Main Drain 1 0.32 Clean and Clear 1 0.52 1 inch Return 3 0.33 Skimmer 2" 1 -0.42 Piping Inlet Discharge Head Loss at Name Quantity Quantity 30.76 Gal/Min 90 degree elbow 12 12 1.15 Tee Through 1 2 0.10 Check Valve 0 1 0.15 Pumps Name Quantity IntelliFlo Variable Speed,VS+SVRS, or 1 VF All Pentair trademarks and logos are owned by Pentair. Inc. lntelliFlo®, IntelliComm®, EasyTouch®. IntelliTouch®, Sun Touch®, and Eco Se/ectTM are registered trademarks and/or trademarks of Pentair Water Pool and Spa, Inc. and/or its affiliated companies in the United States and/or other countries. Unless expressly noted, names and brands of third parties that may be used in this document are not used to indicate an affiliation or endorsement between the owners of these names and brands and Pentair Water Pool and Spa, Inc. Those names and brands may be the trademarks or registered trademarks of those third parties. Because we are continuously improving our products and services, Pentair reserves the right to change specifications without prior notice. Pentair is an equal opportunity employer. .... ... The Association of V Pool& Spa Professionals ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: TB, Lot 101, ABCC CONTRACTOR NAME Backyard Designs, Inc. AND ADDRESS AND ADDRESS: 1753 Maritime Oak Drive 4265-A Eldridge Loop Atlantic Beach, FL Orange Park, FL 32073 OWNER:Toll Brothers, Inc. CONTRACTOR PHONE:(904) 272-9473 DATE:8/27/2015 This information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals(APSP). It is not part of the American National Standard ANSI/APSP/ICC-15 2011 but is included for information only.Contractors should acquire and comply with the ANSI/APSP/ICC-15 2011 standard which can be purchased at www.apsp.org. 1. §5.2.1:Calculated pool volume a. Gallons: 11,074 ;or 1. 11,074 gallons - b.Calculated Gallons: (surface area)X (average depth)X 7.48 (gal/ft"3) = 0 2.§5.2.1:Calculated maximum filtration flow rate 2. 36 gpm - (Pool volume_360 or 36gpm whichever is larger) 3.§5.2.2:Auxiliary Pool Load: El Yes, ❑r No? (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not add auxiliary 3. 36 gpm - pool load flow rates together,only the highest is used.) 4. Calculated maximum flow rate 4. 36 gpm - (Item 2 or item 3,whichever is larger.) 5.§5.5.1:Pipe sizing: a.Minimum suction pipe diameter 5a. 1.5 inches - (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the some or more than item 4.) b.Minimum suction branch pipe diameter 5b. 1.5 inches - (Calculate:Item 4. 36 (gpm)_Branch Pipes 1 (quantity)=branch flow rate 36 (gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c.Minimum return pipe diameter 5c. 1.5 inches - (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.) d.Minimum return branch pipe diameter 5d. 1.5 inches - (Calculate:Item 4. 36 (gpm):Branch Pipes 1 (quantity)=branch flow rate 36 (gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than the calculated return branch flow rate.) 6.§5.4.1:Filter type and size: 6a. Cartridge a.Filter type: (Cartridge, DE,Sand) - b.Minimum filter area 6b. 96.0 sq.ft. - (Calculate:item 4. 36 (gpm)_filter factor 0.375 ) Filter factors:Cart�n-dj e=0.375, Sand=15,Diatomaceous Earth=2 7. §5.4.2:Backwash valve: lJ Yes, ta No? 7. 2.0 inches - (When using a backwash valve,enter result of item 5c or 2 inches whichever is larger) Table 1 Pipe Size: 1.5" 2" 2.5" 3" 3.5" 4" 5" 6" Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540 Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720 8.Pump selection: §5.3.2.1:Pools 17,000 gallons or less,select pump*from the database with a Curve-A gpm flow equal to item 2 or less. §5.3.2.2:Pools 17,001 gallons or more,select pump*from the database with a Curve-C gpm flow equal to item 2 or less. •Multi- speed pumps must have one speed listed that satisfies this requirement. a.Pump model ga. IntelliFlo 3050VS - b.Pump flow 8b. 73 gpm - (§5.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 i ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Component Section Requirements Check 4.4.1.1 Heater has no pilot light 4.4.1.2 Readily accessible on-off switch mounted outside of the heater Heaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, 4.3.1.3 or for pool with 60%of documented pool heating from on-site solar or recovered energy. 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0 5.1.1 Pool filter pump listed in database ✓ 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speed ✓ Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for V servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. l System installed with solar,or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or built-up connections,or dedicated pipe to and from the pool. 5.5.6 Directional inlets for mixing pool water. ✓ 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 MAP SHOWING PLOT PLAN & BOUNDARY SURVEY OF LOT 101 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT 800K 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. II CERTIFIED TO: TOLL BROTHERS INC. S' IMPERVIOUS CALCULATION OFFICE COPY -LOT 8,418 SQ.FT. RESIDENCE POOL DECK 4,799 SQ.FT. 222 SQ.FT. -TOTAL IMPERVIOUS 5,021 SQ.FT. -PERCENTAGE 60% .. <AA. 0 00 0 94o .. tql LOT 102 .41� `O // �� F�,B.4'CONC.P.RU. ! /4 \\ 4 � GOLF COURSE lisjo,1`•3� .off' 'a to ,-a9�i \\ i ot. ..i, s,...„/ - 0 ?tk S' \ `b' giggRill \ �/ o- ,A \ Y• (I\ / ,146,3e O P s.,\ F` \ `,pe / 's;fir\\ 1�OO R9-ci 04 �� . .' ) 'sue. `TIC;. ' — h pPNP V- A O. � k s . t \.`2,2,•...,9 TE�O �, : `. 4.60 NANO HOLE _.,041_, .' UQR a_ Z;, %mum , ,q lW, 4 a� � o. y • �1 NI' •1es\s r`� `k;V , . it, :" o• -,4`K,R; •. h. le"`1,.%.\~. ''..,:s''' , 2. r, • 't,'"0 qr i \` A. • ,,,, `, o ,qt %. EJ 4a \ TP. 0 \ /' LOT 100 'LB�� ,, `,,moo' \0 ��\�Sa 0, 4482_ ' 4.-7 6 10'.10' `�1 CI JEA-E.E. PO �� '�P/araANSFDRHLR ALL PAVERS t� \ ALL MEASUREMENTS ESTIMATED 1/1", . %.• * Ok \ 1.623* SQ. FT. LOT 101 MODEL"CATALINA" LOT SIZE 8,418* SQ. FT. --,-DENOTES DIRECTION OF FLOW DRIVEWAY TO R/W 680* SQ. FT. TYPE'A'DRAINAGE ELEVATIONS SHOWN THUS(11.60) ENTRY WALK 89* SQ.FT. WERE TAKEN FROM ENGINEERING PLANS RIGHT—OF—WAY LENGTH 70.00 FT. BY TAYLOR &WHITE, INC.,DATED 04-15-14 TOTAL IMPERVIOUS COVERAGE 4.799* SQ. FT. 57% ELEVATIONS SHOWN HEREON REFER TO NAVO OF 1988 NOTE BEARINGS BASED ON THE CEHTERUNE OF MARRME OAKS DEAD AS BONG N3E23.041I PLOT PUN;W.04144287;5-4-2015(OFFICE) NoS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITIONAL.EASEMENTS AND/OR RESTRICTIONS THAT ARC NOT SHOWN ON TNS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. °DENOTES FAO I/2'I.P.#384B THE LAND SHOWN HEREON IS N THE SPECIAL FLOOD HAZARD ZONE-X AS SHOWN ON FLOOD INSURANCE RATE MAP 0409+1 FOR THE CITY OF JACKSONVILLE.FLORIDA.DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LARD SURVEYORS-5751 SAN JOSE PUCE SURE 13-.gCASONMLUL FLORIDA,32257-904/279-0006-LICENSED LAND 8M541B55 NO 3857 L d 3 OW FOL.•TAR C.A°pA pn'alolr THIS iS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE - (1� -enrr°tl SUPERVISION AND DIRECTION.THAT THERE ARE NO ENCROACHMENTS ExCEPT AS SHOWN —4 PAY.MOAKT RrUUCL AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS .1.. f P.I. •PcH K, y SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS ALL u. mmomom K°�op P.C.H.- DA Oros POW PURSUANT TO CHAPTER 472.027 / CHAPTER 61017-6, FLORIDA STATUTES. AMERICAN CI YW A mt.•Part a ROOM CUM OF SURVEYORS A ,AO M'rHIN VAL.MAID pAe( SURVEY NOT VALID UNLESS EMBOSSED BY SEAL T EPA,Horn.MCA•Wart JAMES 0.HARRISON.a R..No.2647 o® LID Ow.•MC. BOB L.PITIYAN,No.4827 w.H MOM•N4IHNrl OTAOCOC VOOICA RAM.LK MOM SCALE 1.4.20' E .cam Arc Nap•MORN WIC*.Y TG. /L�`/ OAF •IIOf�-.KY Pl. •PONT O/NION6.WA Y— .4"-•// /r 9 r[l+L [of -ma a N.m DATE 03/18/2015 00 -mos TOO ••1a or YON FLORIDA REGISTERED SURVEYOR ANO MAPPER , _8 F.R. PRINT.D.C. OR BY 815 o/2 P:\2015\78793-144287-pIotpIon ORDER NO 144287 FLIE 78793 MAP SHOWING PLOT PLAN & BOUNDARY SURVEY OF LOT 101 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 0 • • AS RECORDED IN PLAT 800K 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. IMPERVIOUS CALCULATION • -LOT 8,418 SQ.FT. RESIDENCE 4,799 SQ.FT. -POOL DECK 222 SQ.FT. -TOTAL IMPERVIOUS 5,021 SQ.FT. PERCENTAGE 60% :ID. •. LOT 102 �O4 / FNO 4"r4'CONC.P.R.N. • 'Q. / ,'� ,3946 • quipment Pad / \ \INkri; GOLF COURSE 40 !7• ♦ 4 1R' / •coif '^. �L9CA*. F 9 ■ "`'TTTA 4 ,5 4.5 1 as S, // .- O II measurements am • Ny1 °!1/ \ O. tom waters-••• \ A/ 3 E:.?v \ •d f rU, % ;� h y a.\ s / PA9-•Gp °°• °l,s31 41 o s' � y ,yti 4 ms , w 7.0R"�a 9:'''' y TELEPHONE \ :Va• ' CL- °nA LE CDVCRETEJ�j d � `\ Q� 6y t.e ucHr Pa. WATER :, �\� .`�,• A� Q• Q � C)45 METER �q ..............Z2` '•;e'. a O )•\ <2 . �`'`:..BFT9 ■\`�\�.��� •���t`�3` r ° 'Sid`WR8A N2„2\ F `\`> 2,ts\ \`s4 `;tr. ,, h'� "`" .., g, s\ 'Y LOT 100 • rz - \y •‘,q,-,.:5,.'..r +QO ' .o: p• \\ y9�OpO�. \ 4!+ .6 IOk10' 0�-� \IA'�' . o' JU-E.E. \ 9. PAOraANS�ORNER ALL PAVERS • \ �` \ ALL MEASUREMENTS ESTIMATED + O 1,623±SQ. FT. LOT 101 MODEL"CATALINA. LOT SIZE 8.418* SQ.FT. ---"-DENOTES DIRECTION OF FLOW DRIVEWAY TO R/W 680± S0. FT. TYPE'A" DRAINAGE ELEVATIONS SHOWN THUS (11.60) ENTRY WALK 891 SQ.FT. • WERE TAKEN FROM ENGINEERING PLANS • RIGHT-OF-WAY LENGTH 70.00 FT. BY TAYLOR k WHITE,INC., DATED 04-15-14 TOTAL IMPERVIOUS COVERAGE 4,799± SO. FT. 57% ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 NOTE BEARNGS BASED ON THE . CENIERUNE OF MARMME OAKS • PLOT PLAN;W.04144287:5-4-2015(OFFICE) DRIVE AS BONG N31113'041.1 THIS SURVEY WAS PERFORMED 1MTHOUR THE BENEFIT OF A TITLE COMMRMER. THERE MAY BE ADOIIIONAE EASEMENTS MID/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN TPE PUBLIC RECORDS OF THIS COUNTY. ()DENOTES FED T/2'I.P./3846 THE LAND SHOWN HEREON IS IN THE SPECIAL ROOD HAZARD ZONE"X'AS SHOWN ON FLOOD INSURANCE RATE MAP 040914 FOR THE CITY OF JACKSONVILLE.FLORIDA.DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. • LAND SURVEYORS-3757 SW JOSE PLACE SIRE 15-JACKSONVILLE.FLORIDA,32257-904/279-0088-UCFNSED LAND BUSINESS NO.3857 COI Mt IOW ROCA ELEVATION $ An oaxanontX THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE [ASR co,c /i�0. IOCxIPIf TMn SUPERVISION AND DIRECTION,THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN =4I cant COWER PAY. PmNMOx lelaaME AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS - . VOA MOE PR P.t. POPO 0,TAVOan• SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS AEI. IA PM OD p'G• ?POW a tso.POW PURSUANT TO CHAPTER 472.027 / CHAPTER 61017-8, FLORIDA STATUTES. 06U N1°E PAC. rage o<aan vt CURIE AMERICAN ra " :z.3.. P.C.C. PORT N CH( 0004 410.E SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS 1 +m ,'�'A- P "e WC' JNIES D.HARRISON.JR..No.2647 or FLORIDA. • rW �J COMM SWIM. BOB L MITMAN,No.4827 INC. MOM.UK NOPRI SCALE 1".20' A cewu MO Moo MAY AI (I(V[glr+A s -°-1e" Pi row or HIWN 4Tnn . .'61•i/.: 8 . RICE CC* 00 Of VAnR DATE 03/18/2015 01 'ER= Tot -MP a awH FLORIDA REGISTERED SURVEYOR ANO MAPPER =BI F.8. PRINT,D.C. LM.BY WES LYR. P:\2015\78793-144287-pblp;on ORDER ND. 144287 _ FKE 70793 . MAP SHOWING PLOT PLAN & BOUNDARY SURVEY OF LOT 101 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT 800K 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. S' IMPERVIOUS CALCULATION -LOT 8,418 SQ.FT. RESIDENCE 4,799 SQ.FT. POOL DECK TOTAL IMPERVIOUS 222 SQ.FT. 5,021 SQ.FT. PERCENTAGE 60% i � � pis rteOq s. 0 LOT 102 �,o'� / NO 4'+4'CC41G P.R.M. TT. / A 0848 / �\ GOLF COURSE �q A, ,,,>.../ s..1.,o .- 111,. )110, 1.Q: /%/ Aj4.5 1 P, . , / �° \ .N. 4 �r 20. �4,,,1G,b C�(`�440*�1�`�� 'O i AND HO d'�g s.vcsv.a Q'� �e�0�'� NAND MOLE . NN..•ii•• e• LIGHT MERIT ` ��i„,41,..i....:` '...k i, i�• d 7.0 64Q*'" ye ,,'yo. iiii\. \ �•�i. \ 'a. .,,,4o.•' ...41 � j� ``I∎Is,\}' '.OT 100 % 9�Q+0 4 W TRN/SFORYER ALL PAVERS PAD ALL MEASUREMENTS ESTIMATED +‘" O4 \ 1,6233 SQ. FT. e;A 9 \ • LOT 101 MODEL'CATALINA' LOT SIZE 8.418* SQ. FT. --"-DENOTES DIRECTION OF FLOW DRIVEWAY TO R/W 680* SQ. FT. TYPE'A' DRAINAGE ENTITY WALK 89* SQ. FT.SHOWN THUS(11.60) WERE TAKEN FROM ENGINEERING PLANS RIGHT-OF-WAY LENGTH 70.00 FL BY TAYLOR &WHITE. INC..DATED 04-15-14 TOTAL IMPERVIOUS COVERAGE 4.799* SQ. FT. 57% ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 NOTE BEARINGS BASED ON THE CENIERUNE OF MARITIME OAKS DRIVE AS BONG N31E23.0411, PLOT PLAN;W.0.1144287;5-4-2015(OFFICE) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TIRE COMMITMENT. THERE MAY BE ADDITIONAL EASEMENTS ANO/OR RESTRICTIONS THAT ARC NOT SHOWN ON T11S SURVEY THAT MAY BE FOUND IN THE PUBJC RECORDS OF THIS COUNTY. ()DENOTES FRO 1/2'I.P.43848 NE LAND SHOWN HEREON IS N THE SPECVL.FLOOD HAZARD ZONE'X'AS SHOWN ON FLOOD INSURANCE RATE MAP 040911 FOR 111E CITY OF JACKSOAMLLE,FLORIDA DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. • LAD SURVEYORS-3751 SAN JOSE PLACE SUITE 15-JOCRSOAAELE FLORIDA.32257-904/779-0088-LICENSED LAND 81156,155 NO 3557 L d II;•.w�CaR�°1pMe°IO9�t°" I-4I ,.,�eq-s�rq� MIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVE,EO UNDER MY RESPONSIBLE . M SUPERVISION AND DIRECTION,THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN cart DAWN, •PDSMMDR PERAOKL AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS MAP.. 00 ei PT . W TAY SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS ALL I.P. 4NM PM P.C.P.-PAIYNDR COMM POOR PURSUANT TO CHAPTER 472.027 / CHAPTER 61017-6, FLORIDA STATUTES. AMERICAN .W OM woo PG -MO a OAdL Rim-POO a imam avert A MC P.C.C.•POO d COMOND CUM SURVEY NOT vALIO UNLESS EMBOSSED BY SEAL FLORIDA. 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