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1698 MARITIME OAK DR - SWIMMING POOL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD \J \ 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-2280 Job Type: SWIMMING POOL/SPA Description: NEW POOL Estimated Value: $37,612.00 Issue Date: 10/26/2015 Expiration Date: 4/23/2016 PROPERTY ADDRESS: Address: 1698 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: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. All silt must remain on-site during construction. POOL - Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). A separate pool permit is required. Roll off Container Company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) Full right-of-way restoration, including sod, is required. FEES: PLAN CHECK FEES $119.03 FERMI I IS APPROVED ONLY IN ACCORDANCE WITH Al.!. CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. <;) CITY OF ATLANTIC BEACH \ss‘ 800 SEMINOLE ROAD ,, J ATLANTIC BEACH, FL 32233 f- .. (//.?!...jvi.,\,,,, v INSPECTION PHONE LINE 247-5814 BUILDING PERMIT FEE $238.06 STATE DCA SURCHARGE $3.57 STATE DBPR SURCHARGE $3.57 Total Payments: $364.23 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALI. CITY OF ATLANTIC BEACH ORDINANCES AM) THE FLORIDA BUILDING CODES. ► `- I\ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD +J /' ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ELECTRICAL PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-ELEC-2281 Job Type: ELECTRIC ONLY Description: ELEC FOR POOL Estimated Value: Issue Date: 10/26/2015 Expiration Date: 4/23/2016 PROPERTY ADDRESS: Address: 1698 MARITIME OAK DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: DAVID PRUETTES ELECTRICAL SVC. Address: 331 -8 P PARKRIDGE AVE QA DAVID THOMAS PRUETTE Phone: - - FEES: State Elec DBPR Surcharge $2.00 State Elec DCA Surcharge $2.00 Swimming Pools $40.00 Trade Permit Base Fee $55.00 Total Payments: $99.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PROJECT ADDRESS: Atlantic Beach Country Club, Lot 119 1698 Maritime Oak Drive, Atlantic Beach, FL 32233 OCCUPANCY CLASS: Single Family APPLICABLE CODES: • 2010 Florida Building Code— Residential • 2008 National Electrical Code LOT COVERAGE CALCULATIONS: • Lot 10,403 sf • Residence/Walkways/E.... 5,011 • Pool Deck + 533 • Total Impervious 5,544 sf • Impervious Percentage 53.3% INDEX PERMIT APPLICATION — POOL ELECTRICAL APPLICATION — POOL WIRE NOTICE OF COMMENCEMENT WARRANTY DEED TREE REMOVAL AFFIDAVIT SITE PLAN (2) DECK PLAN POOL BARRIER DETAILS - Fence - Alarms CONSTRUCTION DRAWING (2) Backyard Mark Turner PLUMBING /STEEL DRAWING (2) 41, CUT SHEETS (2 sets) INC 4265-A Eldridge Loop Orange Park,FL 32073 ANSI 7 /ANSI 15 (2 sets) Pools 904-272-9473 Office Pavers 904-644-8780 Fax Fencing mark @backyardesign.com Screen Enclosures www.backyardesign.com Summer Kitchens SCC 131149942 - CPC 1457269 li U ILDING PERMIT APPLICATION 1r,r, r CITY OF ATLANTIC BEACH ► Li,,si,,., ,,, ` 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 /5-1470)._ 22yo Job Address: 1698 Maritime Oak Drive, Atlantic Beach, FL 32233 a7zAfrr«, aVirt4KYCZ4,6 War 2. Legal Description of-M. -/ ,cg /(?77.11, Parcel # i p�j - 5_ / I3-Re) Floor Area of Sq.Ft. q.Ft Valuation of Work$ 31 ,, (O Lot. Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa >vindow/door Use of existing/proposed structure(s) (circle one): Commercial esidential If an existing structure,is a fire sprinkler system installed? (Circle one): o 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 Address: 250 Gibraltar Road City Horsham State PA Zip 19044 Phone 904-217-0739 Mail or Fax#(Optional) Contractor Information: Company Name: Backyard Designs, Inc. Qc jL. 6 [-RAT-fl ex-- Address: 4265-A Eldridge Loop City Orange Park State FL Zip 32073 Office Phone 4 04 - a—9413 Job Site/Contact Number et ny- 41 Fax# n et— c.t4 - 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all 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 plication and know the same to be true and correct. All provisions of laws and or.•nances governing this type of work will be complied with whether s.eci red herein or not. The granting of a permit does not presume to give author: t. violate or cancel the provisions of any other federal,state, or loc w regulating construction or the performance of construction. /// Signature of Owner �� Si nature of Contractor Signature Print Name /4-r1.<--) Print Name Mar..k,.. 5). I 44- --.r).-e-c Sworn to and subscribed before me Swor tka�xn1d subscribed before e this (.1 Day of l ti , 201- this4p1 Day of /9'jt-c�sz Ar 0 /.. \Iota Public \ )` MELISSA LiLSLHMYMAN Nota ry 'ui • ' '' MYCOMA4ISSION#FF0— . a`, • MY COMMISSION#FF 150195 • • •r EXPIRES: t 12,20 EXPIRES September 18.2017 �Rf• BondedThuNotaryA�l 6.10 (407)39£1-0153 FloridallolaryService.com 4r/5'1)0d- 228o NOTICE OF COMMENCEMENT State of Florida Tax Folio No. l (o'I 505 - I �9O County of Duval F .E COPY To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved:67-J 1S 079E -dm ,izi ptm 4 i Ii�%��1 eev rieV O -ui oNir A Aor /19 Address of property being improved: 1698 Maritime Oak Drive,Atlantic Beach,FL 32233 General description of improvements: Swimmin• Pool and an im.rovements Owner: Toll FL VI Limited Partnership Address: 250 Gibraltar Road,Horsham, PA 19044 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: " Date: ��� �I Before me 0••s day of in the County of Duval,State Doc#2015217864,OR BK 17310 Page 2128, Of Florida,has personally appeared 5 •P VP ref+ erl Number Pages: 1 Notary Public at Large,State of Florida,County of Duval. Recorded 09/23/2015 at 10:33 AM, My commission expires Ronnie Fussell CLERK CIRCUIT COURT DUVAL Personally Known: t/ % or COUNTY Produced Identification: ;off' °As; RECORDING$10.00 MELISSA LI BE;�M iu MY COMMISSION#FF055605 ' Via ' EXPIRES September 16.2017 •.,or rry (407)398.0153 FlorideNotarySorvice.com IRTH One Call Page 1 of 1 Ticket : 238506263 Rev:000 Taken: 08/26/15 12:44ET FiLE C00Y State: FL Cnty: DUVAL GeoPlace: ATLANTIC BEACH CallerPlace: ATLANTIC BEACH Subdivision: ATLANTIC BEACH COUNTRY CLUB Lot: 119 Address : 1698 Street : MARITIME OAK DRIVE Cross 1 : COASTAL OAK LANE Within 1/4 mile: Y Locat: ENTIRE REAR YARD Remarks : *** LOOKUP BY MANUAL *** Grids : 3020B8124C 3020B8124D 302008124C 302008124D Work date: 08/28/15 Time: 23:59ET Hrs notc: 059 Category: 3 Duration: 02 DAYS Due Date : 08/28/15 Time: 23:59ET Exp Date : 09/25/15 Time: 23:59ET Work type: SWIMMING POOL Boring: N White-lined: N Ug/Oh/Both: U Machinery: Y Depth: 6 Permits: Y PENDING Done for : TOLL BROTHERS, INC. Company : BACKYARD DESIGNS INC Type: CONT Co addr : 4265 ELDRIDGE LOOP City : ORANGE PARK State: FL Zip: 32073 Caller : PAM TURNER Phone: 904-272-9473 Contact : MARK TURNER Phone: 904-813-3309 BestTime: 9-4 Mobile : 904-591-2961 Email : PAM @BACKYARDESIGN.COM Submitted: 08/26/15 12:44ET Oper: PAM Chan: WEB Mbrs : CAB457 CCTV03 JEA PGSJAX SBF17 TL2051 Service Service Area Name Contact Phone Numbers Utility Type Area Code CAB457 CITY OF ATLANTIC CHERYL Day: (904) 247 - 5834 WATER AND BEACH, FLORIDA KOMOREK SEWER CCTV03 COMCAST CABLE USIC Day: (800) 778 - 9140 CABLE TV COMMUNICATIONS INC DISPATCH JEA JACKSONVILLE DAVID MEANS Day: (904) 665 - 8410 ELECTRIC & ELECTRIC AUTHORITY FIBER PGSJAX TECO PEOPLES GAS RUTH *** Day: (813)228 -4075 GAS JACKSONVILLE Alt: (813)455 - 1926 SBF17 A T & T/ DISTRIBUTION USIC Day: (800) 778 - 9140 x5 TELEPHONE DISPATCH*** Alt: (800)468 - 8243 http://www.online811.com//IRTHOneCall/Centers/PrinterFriendlyConfirmation.aspx 8/26/2015 s_, 1r FILE COPY j . -.; ATLANTIC BEACH Ir. . ,• Ji PERMIT RECEIPT p Vr PERMIT DESCRIPTION: ELEC FOR POOL PERMIT NUMBER: 15-ELEC-2281 ADDRESS: 1698 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: $99.00 i 4 ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 L `fi 1 l‘Ph (904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: 14gg Ir ma �Dt Antl,c/,g. 4ckW fL ,-1 33 PERMIT# Z2 JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK l) O6O NEW SERVICE ❑ Overhead n Underground nJ Underground up Pole -iResidential(Main)Service 0-100 amps 101-150amps 151-200amps amps # of Meters Commercial(Main) Service 0-100 amps 101-150amps 151-200amps I amps CT Service amps Conductor Type Size Multi-Family(Main) Service 0-100 amps 101-150amps 151-200amps amps # of Unit Meters I Temporary Pole amps SERVICE UPGRADE amps CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) 100 amps 1150amps 200amps amps CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS )(Swimming Pool Sign Smoke Detectors_Qty Transformers KVA Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) 7 Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS Replace Burnt/Damaged Meter Can Safety Inspection Panel Change OH to UG iOther: 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. N I Property Owners Name l'011 }��.,V I L 1 Yyl 1'Fed ` !` ge sQ/1A Phone Number qvq (xi -0-139 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. s' 'cation/Registration # EC0002923 Notarized Signature of License Holder i _ orn and subscribed before - t''s 115 day of 112 20 CS PAMELA O TURNER ( , ,4 MY COMMISSION t FF 042562 : EXPIRES:September 14,201D1. nature of Notary Public ' `I. •A : . mat Bonded Tin Notary Peek Undenrtders 04j10/2015 at 03:07 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RMCORD RG $18.50 DEED DOC ST $3223.50 R CO py Prepared by and return to: Atlantic Beach Partners,LLC 4l4 Old Hard Road,Suite 502 Fleming Island,Florida 32003 SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED made as of the 61 day of , 2015,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 PARTNERSHIP,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 suns 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: Lots 93 and 119,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: 169505-1760 and 169505-1890 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. 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. JAx AC IVE 3453587.3 OR BK 17127 PAGE 2417 IN WITNESS WHEREOF,this deed has been executed as of the date first above written. Signed,sealed and delivered GRANTOR: in the presence of • /►itCUZ[,Q/►t;'tU L -- ATLANTIC BEACH PARTNERS,LLC, Print Name: Marianne Wefls a Florida limited liability company v��jj/p�,,��i By:The Wood Development Company of Print"Name: San ra Spencer Jacksonville.its Managing Member By e )) Dt Name:Susan D.Wood Title: Vice President STATE OF FLORIDA }SS COUNTY OF DUVAL The foregoing instrument was acknowledged before me this ,/ day of___ �___2015, 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 the company. .! � ; • 1111 / ‘,/1!! -PP (Prini Name a Fxv\ " NOTARY PUBLIC Spencer} ,t---0377[MY '090 a State of Florida at Large No. 0%. 0fQ.� Commission#EE089096 le ,"q UB�•'po My Commission Expires:June 4,2015 ///,‘,OF r ` ;-•``` Personally known XX or Produced 1.D. . [check one of the above] Type of Identification Produced lAx_ACTIVE 3453557.3 2 �s: . . TREE & VEGETATION AFFIDAVIT FILE City of Atlantic Beach COPY j Department of Community Development , , ' :4" Planning &Zoning Division >: Jr 800 Seminole Road Atlantic Beach, FL 32233 '6>r (P) 904 247-5800 (F) 904 247-5845 PERMIT# SECTION I -APPLICANT INFORMATION fl Owner(s) [ Legal Authorized Agent* NAME OF APPLICANT Mar- k-- lA.tnn e-- NAME OF COMPANY Cc ( J 1 ADDRESS OF COMPANY 1.43.4.0 , ,4 El , �O ci" •�{, L. FL v 1J v1 ��/V1 vvv ccc---uuuiii PHONE glLf_fa- 474ELL EMAIL a;� �� •�1 • ' �� �' 4 ; CONTRACTOR CERTIFICATION NUMBER C iii5 7 ac9 ATLBCH BUSINESS TAX RECEIPT NUMBER Ou,va (rte I '78' i3 7 SECTION II-SITE INFORMATION �0 '�rote a I i es-f-- -be e ilvt.00e J - STREET ADDRESS OF PROPERTY I l.0 9 c' l ((Ilk FL3 8- 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 LDt I I9� ep elk_� _ liaaJ3p L7�(-r�. 2-13 ro LOT i i 01 BLOCK SUBDIVISION ) e G cl ft 1Ali- CD REAL ESTATE NUMBER 1 (0.c 3/4 5 0 5 ... 1 PLOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) Mir 11111■I 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. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-d - i d or adjacent properties in conjunction with this project. SIGNA URE OF OWNER SIGNATURE OF OWNER Signed and swornnbnefore me on this .�d day of J ` ) ,by State of F(^ t.�1� V' C t Cl Ate-{'\ County of Lt • Identification verified: Oath sworn: I r .;a..... ;: FAME U 0 TURNER Yes N �: � MY / , ...74;...,,:,T:.,� ` EXPIRES.SissioN Y FF 042562 1 L _ AP Bonded Thn pfem�r 14 �. i Notary Signature 'nder titers I REV-TVA-v10.12 My Commission expires: i n o o • co kl , ((kg I/ i �• O =+ m • i o mT <D ii r,73 OD m v, 0 • rE► 471.„ m SI r7 '@ -10 NO .T z 0. 11 0 n W� All 0. P -U Z o _ i �0 = N z N 1111111 1 I ig u 11! 11 i b co • I a. I .... ,_., ...•.s.:.:..,.. .?.,..,: •• 0 ..: b :j .çfl $- # w = :: •_ 1 Q ' �II o CCD) ‘.. _ L Ifi s''...\441-\\\'''.-----1j... iii - _ A O N��� L 4 0 1 N 3 ?. I Gl W r i� wI I a c 4 4 — _ i_ 1 0 INTELLIFLO® VS+SVRS ,► PENTAIR HIGH PERFORMANCE PUMPS Featured Highlights •Ability to program exact pump speeds for specific • Eeoperations-filtering,heating,cleaning,spa jets,water V 41k.: S e 1 e e t features and more-reduces energy costs up to 90%• - • •• • SVRS complies with Virginia Graeme Baker Safety Act • •,�PENTAIR • Built-in diagnostics protect the IntelliFlo pump from ,, the most common causes of premature failure- '' ^ overheating,freezing,and voltage irregularities. • Pr� • 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 High Performance Pump Efficiency • Abilit to set minimum and maximum speeds so pump p Database y P P P 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; 8,573,952;8,602,7458,043,070;7,686,587;7.815,420;7.857,600;7,854,597;D568.340; ' Compatible with IntelliTouch',EasyTouche',and 0606.562,D611,430 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 Product Model Voltage Full Load kW HP SF SFHP FRED. Primary Listings and Port Size Carton Amps Certifications' INPTI Wt.(Lbs.) 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 AFSP 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 ,P 350250Z SVRS KIT-Allows use of discharge check valves with SVRS pump 1 UNIONS 11201-0154 2 in.x 2 in.Union(2 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 Pumps For Swimming Pools Only(Enclosure 31. ° Product may have been evaluated to other state and local regulatory 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-Pote 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(SVRSI. 'APSP'Pump has been evaluated to ANSI/APSP/ICC-15 and California 158 CLEAN & CLEAR° FILTERS FIBERGLASS REINFORCED POLYPROPYLENE TANK + PENTAIR 1. Featured Highlights • NSF listed •Unionized connections • Integrated continuous High Flow'Internal Air Relief• • Chemical resistant tank body `j=- • Lock ring with spring-loaded safety latches I •Careless 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 coreless 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) (GPM 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 Fitter Module Note:Actual system flow will depend NSF Gg on plumbing size and other system ;, 'kt components. Listed / -,,gr Note:Pentair Aquatic Systems does not -141, recommend flow rates above 150 GPM. Dimension Table Model A Dim. B Dim. t *Integrated continuous High Flow internal 160314 18• 30' ;% /, B air relief is operational only when there 160315 25.12' 39• 414,-.• ✓',� A is unobstructed flow in the circulating 160316 33' 61' system. 160317 40 i4• 76' Note:Operating Limits-maximum 160318 40an 76 continual operating pressure of 50 PSI. Pool/spa(bather)applications,maximum operating water temperature(internal filter)104°F(40°C). Wre F15-'h' See page 360 for replacement parts. 1 A The Association of �1 � Pool& Spa Professionals' ANSI/APSPACC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: TB, Lot 119, ABCC CONTRACTOR NAME Backyard Designs, Inc. AND ADDRESS AND ADDRESS: 1698 Maritime Oak Drive 4265-A Eldridge Loop Atlantic Beach, FL 32233 Orange Park, FL 32073 OWNER:TB FL VI Limited Partnership CONTRACTOR PHONE:(9- 272-9473 'DATE:8/28/2015 ■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: 8,647 ;or 1. 8,647 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 023 (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 4.) b.Minimum suction branch pipe diameter 5b. 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 a25 (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 25 (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 some or more than the calculated return branch flow rate.) 6.§5.4.1:Filter type and size: a.Filter type:(Cartridge, DE,Sand) 6a. Cartridge - b.Minimum filter area 6b. 96.0 sq.ft. - (Calculate:item 4. 36 (gpm)_filter factor 0.375 ) Filter factors:Cartrid e=0.375, Sand=15,Diatomaceous Earth=2 7. §5.4.2:Backwash valve: Yes, A 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 ft 6 fps 38 63 90 138 185 238 374 540 Nominal GPM ft 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 3050 VS _ b.Pump flow 8b. 73 gpm 05.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 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 V/ 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 V 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 1/ 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. 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 PENTAIR TDH CALCULATOR Pool Information Pool Volume: 8647 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 24.02 Gal/Min: Discharge Piping: 8 Ft/Sec (not incuding fittings or valves) Inlet Piping: 0.22 Ft Discharge Piping: 0.22 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: 24.02 Gal/Min Branch Piping: 1.5 In Your Head Loss: 9.67 Ft Inlet Piping: 1.5 In Maximum Flow Rate Discharge Piping: 1.5 In at Maximum RPM: 106.41 Gal/Min Head Loss at Maximum Flow Rate: 70.79 Ft System Head Pressure Curve 15.0 12.5 10.0 7.5 a) 5.0 2.5 `-,IntelliFlo Variable Speed.VS+SVRS, or VF-1200 rpm Clean System Desired Operation Point 0.0 0 10 20 30 Selected Components Components Head Loss at Name Quantity 24.02 Gal/Min IntelliChlor IC-20 1 0.27 2"x 2.5"3 way valve 2 0.00 2"x 2.5"2 way valve 2 0.05 Main Drain 1 0.23 Clean and Clear 1 0.30 MasterTemp 1 7.79 1 inch Return 6 0.19 Skimmer 2" 1 -0.51 Piping Inlet Discharge Head Loss at Name Quantity Quantity 24.02 Gal/Min 90 degree elbow 12 12 0.73 Tee Through 1 2 0.06 Check Valve 0 1 0.10 Pumps Name Quantity IntelliFlo Variable Speed,VS+SVRS, or 1 VF All Pentair trademarks and logos are owned by Pentair, Inc. IntelliFlo®, IntelliComm®, EasyTouch®. IntelliTouch®, Sun Touch®, and Eco SelectTM 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. rSy City of Atlantic Beach APPLICATION NUMBER J k� Building Department (To be assigned by the Building Department.) 800 Seminole Road /( L „ 2 2 5 - Atlantic Beach, Florida 32233-5445 \ Phone (904)247-5826 • Fax(904)247-5845 4 21 /� 1tt9r E-mail: building-dept @coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /a 7f, 7i- 1,n art ent review required Yes No Build tannin &Zonin Applicant: 0e e r) )g /v $ 9 G Y Tree Administrator Project: - NG 1) Q Q 1. blic Works. talc Utilities u• Saletr 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. I Denied. (Circle one.) Comments: BUILDING / PLANNING &ZONING Reviewed by: �(/ /�— Date: IDA tf 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 rs.:iy City of Atlantic Beach APPLICATION NUMBER 4S :* `\ Building Department (To be assigned by the Building Department.) 800 Seminole Road /� wQ Z. 1 2 1� c� Atlantic Beach, Florida 32233-5445 ` Phone(904)247-5826 • Fax(904)247-5845 /j 21 Ar 0,..„.,�s3 �r E-mail: building-dept @coab.us SEP 2 9 , Date routed: "� / City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: M 9f, gr r)1 6i De�tment review required Yes No Buil • Applicant: Q,�'' g S--)..711/6 tanning &Zonin / / Tree Administrator Project: NG b 0 o L ublic Works en-Tic Utilities 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: Vi(proved. ['Denied. (Circle one.) Comments: la / ,/J�/ d 4#01,41.1 BUILDING I/j� PLANNING &ZONING C Reviewed by: ' J Date: d• fJ TREE ADMIN. Second Review: [Approved as revised. ❑Denied. • PUBLIC WORKS ) Comments: �� , . . io i• ,,, PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 07/27/10 . Sf:Ly; City of Atlantic Beach APPLICATION NUMBER �s~ �� �� Building Department (To be assigned by the Budding Department.) 800 Seminole Road s, „-0 be L . 2 2 �� Atlantic Beach, Florida 32233-5445 '�t! Phone(904)247-5826 Fax(904)247-5845 9 21-0s3 9Y E-mail: building-dept @coab.us ,. 9 706' Date routed: /5". City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /U 7f, 1qr De• ent review re•uired Yes No �rBuiId 1• _ Applicant: C Y etr) E 6 r'lannin• &Zonin• Tree •ministrator_ Project: _ ^ L 7Oc91 Review fee $ ZS- Dept Signature •-,1-\ 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: APPLIC .ION STATUS Reviewing Department First Review: pproved. ['Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING _ Re viewed b y:` —/ — �_ � Date: 7/4/1-r- ----- 1 4 � s' _ TREE ADMIN. _ Second Review: A roved as revised. ❑ pp ['Denied. I'I • C WORKS Co ments: C UTILI IES • PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 ,r0...u.`.& City of Atlantic Beach APPLICATION NUMBER Or• t; Building Department (To be assigned by the Building Department.) ∎;, 800 Seminole Road /d wQ / - 2 2 �V Atlantic Beach, Florida 32233-5445 L. Phone(904)247-5826 Fax(904)247-5845 2 .7 9 / r� � 9 E-mail: building-dept @coab.us Date routed: "/ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 14 ff, 74in ,4/ _De■ - r ent review required Yesr No ' k/Y J B i • Applicant: in � � / � ''l an nin g &Zonin Tree •ministrator Project: NF Ii) 7)00 L Wor 4 Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B r� 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: 1 Approved. ❑Denied. (Circle one.) Comments: BU ILlIN PLANNING &ZONING Reviewed by: ni Date:/d 'r TREE ADMIN. Second Review: ❑Approved as revised. ❑Den 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 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. IP •. Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate: Minimum �Fl ow Rate Required: 35 gpm per skimmer 1. Calculate Pool Volume: oe 7 x '7" / x 7.48 (gal./cubic foot) = 06,17 (Surface Area) (Average Depth) (Volurr in gallons) t 2. Determine preferred Turnover Time in hours: 2 x 60 (minutes / hour) = ,)(v ��,,�"�1 (Hours) (Turnover in Minutes) 3. Determine Max Flow Rate: Cic.Y I r) / j& C> = 2-"-/ + -5 = 6(1 (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 ff r .i p..l &yam. Determine Pipe Sizes: Z 0) Branch Piping to be 3 inch to keep velocity @ 6 fps max. at /36 gpm Maximu s a a' � �' Trunk Piping to be a -`J inch to keep velocity @ 8 fps max. at 7/7 ' gpm Maximu .t� �_ e. Return Piping to be ( .L) inch to keep velocity @10 fps max. at /63 gpm Maxim Ji ..4 -Qw 2Qe S D ES etermine Simplified TDH: • •� 1. Distance from pool to pump in feet: 96 • • to 2. Friction loss (in suction pipe) in ,,2,5 inch pipe per 1 ft. @ 1/7 gpm = 'nfrom pi.- i. , •• • 1.111 3. Friction loss (in return pipe) in v?,clinch pipe per 1 ft. @ MS gpm = 4.6 (from pipe flow/friction loss chart) 4. Length of suction pipe VI) x ft. of head/1 ft of pipe /69 = TDH suction pipe 3, 67 5. Length of return pipe L/n x ft. of head/1 ft of pipe • //2 = TDH return P�p I e 6. `/ TDH in Piping: /0 Filter loss in TDH (from filter data sheet): ,? Heater loss in TDH (from heater data sheet): (D Total all other loss: ''3) Selected Pump and Main Drain Cover: Total Simplified TDH: / A)Th(. -Z-3;M(.--/FL6 Pump selection �n5() ,!�;F./?4Lc" s;we:..O using pump curve for Simplified TDH & System Flow Rate (Pump model and size in Horssbpower) Main Drain Cover .SOO X (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: hil 1 Check all that apply. 144 a I X I N 3' — 0" N 2 50X suction outlets @ /S7 gpm max. flows notO( () 1 4 2015 O O ® 3 suction outlets @ gpm max. flow -s note 3) I Aquastar Channel Drain @ 316 gpm max. flow ra e I A & A Channel Drain @ 217 gpm w/ 2 port & 278 gpm w/ 3 ports (see note 4) i DH Calculation Options Total Head In Feet Conversion Chart For each pump OFFICE CAP ri- G Inches Mercury(Vacuum Gauge F' Check one 0 2 4 6 8 10 12 14 16 18 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3 L1 Simplified Total Dynamic Head (STDH) 1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 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) � Complete Program or other talcs. Fill 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 in required blanks on worksheet& 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 attached calculations. 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 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 1 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 Notes: 13 30.0 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 55.0 1. If a variable speed pump is used, use the i 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 I 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 ' manufacturer. 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 ' 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 conform to most recent edition of 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 82.8 85.0 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 I 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 i 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 72 t -or //q Velocity-Feet Per Second Pipe n Size 6fbs 8 fbs 10 fbs /`�7�•41C /J/` L'� di ,,,OrE'3, a�/R 1" 16 gpm 0.25' i"a1iYir!_" �. ih.■∎ l.yn0 II • 1.5" 37 gpm 0.16' ■1172I�MB. 1M2 2" 62 gpm 0.15' s..�� 1111111 0.25' 103 gpm nil Job Address: /6,q6 44,4,ee77424 ,047� 2.5" 88 gpm 0.09' l/ral 1 gpm ,I�i�' 4-1 i_.,-t��i e �(�'7S / fec 3" 138 gpm 0.09' f E �i 0.14' 227 Ern 4" 234 gpm 0.06' •13 g.IIIiM.INl • s' Permit# 6" 534 gpm 0.04' 12 gpm 0.04' 890 gpm 0.10' IC) 0 Drainage lf--------..___________ 11111110. f.3 cTI-------HC;jl' 17'g NJ I" (A 1-■ o 4 -n CA n ;' n -r1rn 1 vi ad O ' i X ro 7 �.0 O A rrr, 4=6 fD O O fD > o .� O as -0 7 n C CD 0 O Cu a) X CD 0 cft 7 _ .y, m CD '' S'v C7 3' O. fD to y A e ri7 CO A d a. � 0• O (D .9 0 = ao co O O c 4 O O < NN. oi c (1) = a rn p 0 n d G 7 -I 6' C JJ i q • n 0-H o C y o / _ In COI a. "• z AD = n .. • tv el- RI A.W X _ X co N rfl o N O "C M to cl M T ID 'R-- IN, 7' M CD a - � n d fD �cn o '1 i z a- t W D � w y ,n --- 9,Li o Cu = v Drainage o, I x cn S Q p x o p n O� -2 4 P N n Q 2 W 0 O N t? 7 0 n, O -0 D .. N 3 O .. D N O co. rD y, m r F CD 3 a 5 a 3 > v x co N fl, !^. CD r-• Yt ,0 A " a a z m rn D, O G1 aNO x ±. ■" z -P N cl, CO O, O N O p O n 7 d `O n Q` d c4i t;Z: qu 3 N V D d n N) V7 w 3 m N 7 K T O 0 O N In r-. N co 4. co cu r) S 3 W O U N CO rT ` w n LL n 7 Z co vi m C d co CDD� 3 N V m v O - 1 D n D tC Q Z r � n w n N o ~ O 3 m x n ro N d -0 > n O ^ fD a a,, `° a kip CT CU F o' N O <m � n n� " n w A CU 13 ?r CD 0. ,--,7 3 VD m r D n <x 1/f W N e NJ 3 ° Co x N N a r T �tl n W < c r o 3/f O N o O n N w Er, (D N W D,' LL, n l0 ro "0 cn --I C nc 3 = '5 11-0 cu n au r-I. !(D ©O O , O N , 'D • n5 in O N 3 in ,9 0 +-- -, CA- : C) O C 4-- J _`J t \C^ • - • 17 C 3 a- = 1. m MI 3 M ,<>% v (A f d f— �' MI , la a ■■■■E ti EMI. ■NE■■ MIEN. ■■MI■ ■■■■M ■■NEE 0).v)a INN■■ no7-• ■■■E ._r Ln n W IMME IEEE We ft. It co n w = ,'U III ' AD CO -----."-----..."1.)' ■ e N N Q 04- l ' n ep _ inn D n w Cl o m to tn_ r+ n c c. x —1 v n m- o ° co coo r: N O1 n 4 n 7 ° O N Oi 3 O0 . O N.D N 3 O•t� In 0 uo CD C J CD - N d 77 N In O r N O- N T .� O 01 W OD X -n '. N ..DJ ° x w 3 d d T T d .A pl -� W 7 N O1 3 co rt (D 3 N (D to O N d r W Lri •' l rr O O N W S O W co L.,,---' In 7 v N N W 3 p~.. 7 = 5 3 to C 3 T !D tD Cr N 7 0 N (sD - = A v O D W , co cn F Oo ao n O1 o n rD aQ O ° — ,.. -. r co v p a, -D 7r f1 t0 a, O O N_ /CTi S up is fD tD < F ( O N ° 7 3 3 7 ,D N A- T 90 Q to co co !� W pil, VI 3 CD 7.-aT 3 < C U1 'J X , p ^ n m N to .- oi J1 j C p c O ^ n l J w n m FILE COPY __ _ .___ .. i1IAP SIIOWING PLOT PLAN OF 1,07' 119 AS SHOWN ON MAP OF ATLANTIC, BEACH COUNTRY CLUB UNIT 2 AS RECORDED NV FLAT BOOK 61 PACES 132-137 GF THE CURRENT "UOLK: RECORDS Of DUVAL COUNTY. FLA. CERTTFTED TO: 101.1. BROTHERS, INC. DATA Cl i Si 742'20'E Impervious Calculation CH = 93.92' - DENOTES D'RECTKIN OF rL0*' 'YPE '8' CRAINAGE R = 150.00' I ELEVATIONS SHOW plus (1330) Lot 10,403 WERE TAKEN FROM ENGINEERING PLANS Residence 5,011 A - 95.53' BY TAYLOR Aa WHIR.. INC., DATED 04-15-14 Pool Deck 533 A = 36'29'18" ELEVATIONS SHOW HEREON Total Impervious 5,544 t REFER TO NAVE)OF 1986 Percentage 53.3.7% CURVE DATA C2 50310'55"W CH = 7.86' R = 85.00' 1 ePT � A = 7.87' " A - 5'18'08" ,:. Vs J v N-19. -" tt:o1\ , ,1146 CURS D Cl '14614..../-__„;..2,:a.s- ,I. N+:‘.'. „ '''S.. si \c\c 4.6, \ ...-- -10 0.04 .,./..t.;" .i..1.‘!: "C‘'01,.,',„, %,,,,t r.0�� A• e �,i�,�p� 16 V.�waS5'� 1 ��,� �,�a�.k ,`t�1``YA J z $ 4 1. 13 .it? 40C) ,1° 1 - p `'4 y. tI 0p1.f. F F E. 1Pt.;t Y Dq �.��// r`,°4�A, pgd?oS� I,2.6:l ARC w Gc_F -::_)(11R.- 1'': V - ,- 0400 PT N M ,. - ; w _ _ '911.}.1 C2 _ ..2.4t -�gN,:-4 J�. 11.4 I S _ a: �1z°) %I P.? 123.84'(PLAT) S00'32'22-W ! f' X76 04.w / 4.44'(PLAT) / n3 N 2 / J iq LOT 1 20 A 3 a ALL PAVERS $ AU.MEASUREMENTS ESTIMATED] 1884* SQ. FT. llll TREE SCHEDULE .OT SQ. FT. MINUS EASEMENTS/WETLANDS 10,403 - -- LOT 119 MODEL'CATALNA' ACRE5.5200/4S.S60 0.24 l i utS ENDORSEMENT LOT SZE 10,4033 SQ.FT. ACRESK4C=REQUIRED TREE INCHES 9.6 THE REQUIRED NUMBER CF TREE INCHES WILL MET SLED; DRIVEWAY TO R/W 6594 SO. FT. USING 2' DIAMETER TREES. NAME: ENTRY WALK 116 SQ FT. 70.5 OF REQUIRED PANTED TREES SHALL RE CANOPY TYPE, DATE:. -- RIGHT-OF-WAY LENGTH 107.84 P1. WTM NO MORE THAN 50%OF THE SAME SPECIES. TOTAL WPLRNOUS COVERAGE 5,0111 SQ. FT. 48% PLOT PUN:r-O.I 144257;05-00-1610-"FM NOTE KANN=LASED OA THE TINS SURREY WAS PERFCARED MMOUT ME DLNcrT Cf A TITLE(SUWryE'IT. PWE A 17F AMINE 4117 (MERE MAY BE MUILICNA.EAKMENTS mo/O4 RESTR'CTIONS THAT ARE :HOT°'RM'N ORME AS KM IIb'2J'04�11 04 F14 SIIR.LY THAT MAY BE 7OUt4t11 N ME FuH:1C RECORDS OF 1.5•;=ARM. THE 10. S/EOWN NERECN ,r, IN ME SPECIAL F1000 HAZARD II>rIE J AS SHORN ON ROM NSURVA7. RATE MAP 0409 11 ICE THE cry OF.AT7ISOHL".UE. P.CRK;A, CITE)OR-CS 'S ALL AMERICAN SURVEYORS OF FLORIDA, INC. IANO SLRYPORS -,II 54 SAN JOSE PIA E, Etwit IS -,14:.A"Sa'MT4J. FLORIN, 52257 - so4/275-Dade •- uca+s!LAND WLa'+LSS TAO 3017 4.041W II.M. ms.wal°aw11°K THIS IS-0/twin'TEAT THE AHOIE LANDS MERE SURVEYED UNDER Afr kLSFONSIDLE �I tife,oK 'hC AC1i"nr.+i Sul-,1r,1SON At.0 OR FCTION, NAT THERE ARE NO ENCRONCEWEN15 MERE AS 5HOWN 1- 4 rAA fl &AV' 10o,a AI.O THAT TN- !AKA'? SHOWN HEREON KEYS ME MINIMUM TECHNICAL Si ANLARDS K PVT'+ ., y', "-,. SET II)'H 55 THE FLOW,JA BOARD OE PROTCSSIC1AL SURVEYORS AND MAPPER-. �- AL~'\ �� IP L41.ao •u. WK`T«+"A.■"e.n PURSUANT TO CHAPTER 472.027 / CHAPTIII 01017-4. FLORIDA STATUTES T/ LP.A IP*WO ;If ft. er 11.Nt AMERICAN o- Rae l 'r'a"elr MIN , SURVEYORS Ptc. KIM v wro4C:w-. NV IOIIe" RAJ w4.a.,.•RRCYI_a SU.TVEY NOT VAI10 IIM.EI:S SSLO ftY SEAL or FLORIDA, CO CPI nna wPa,•acn .MMES 0.NARR150r1,,IR..I91.2e47 NC. C� CPI 4i1L BOO L Pant"He. 4tl27 14 - +'"u4. 1•Po M WC/r.4".4m w 9CXE 91 P'1. _a-4r-«. PA PO,a.,%smarn, I - •i,e/;. M .runt IWEaOP "Mr"awt" OATC L IH-1S FLORIDA RCOI• 7' , SO'.YCR AND MAPPER 1.;-al • P.R. X DR. 8Y <r'I' .J,p F\2015\75877-144797-P'*Ulan O?OCp NC. 144247 per 76577 I — - MAP SIIOWING PLOT PLANOF LOT 119 AS SHOWN T ON MAP OF ATLANTIC, BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN FIAT SOCK 6!PACES 132••137 CF ?Ti E CURRENr Pie RECORDS OP OIYAI, cower PIA. CERTIFIED TO: ?Oa 14R01VERS, INC CURVE DATA Cl J., --^-DENOTES D.RE+"RpN OF qAW Impervious Calculation $17 42'20"E it 'mC 'B• DRAINAGE CH z 93.92' ELEVATORS SHOWN THUS(13,50) Lot WERE TAKEN FROM ENGINEERING PLANS 10,403 R - 150 00' BY'AYLOR & WHI% INC., DATED 04-15-14 Pool deck 5,011 533 a1VATIONS SHOW HEREON Pool Deck 533 A ! 95.53' )! TO NAVE) of t9eo Total Impervious 5,544 A = 36'29'18" Y Percentage 53.3.7% CURVE DATA C2 50310'55"W CH = 7.86' vc. R = 85.00' o 2 = 7.87' = 5718'08" 1 � � �1 C t 0 .-,\ oft IY l - ,9 PPV'OSIb,79- �ll ,2.0 . r.., cuks J ,. l T Cl 3sN OV 'Of1 q. ,1,y.• t. !G1 ,C "�yt CAI 4�, .��, ���1. k tiro , 1 1. h 1, •1. 41 1.r' �yo .• �V,•N4 a \ ØL Op+ t5� �' 1� (;N• :rs.k.V'tt •N ARC GO..F COURS` S 11 `O� a ,��,1.11:4 •� ` .� gib% 41 J (7•EVICAL W. � •11.4) y.. a .120) I I.a S z S86 26'04"W 123.84'(PLA') SQ03(Pl AT) .4.4C(PLAT) e LOT 1 '70 "q A ALL PAVER$ ALL MEASUREMENTS ES7U/ATED TREE SCHEDULE 18641. 54. FT. LOT SQ. FT. MINUS EASEMENTS/E11. ACRE5.5 200/43,860 1C'43 0.24 LOT 119 MODEL 'CATALINA" ACRESK4C=REQUIRE° TREE INCHES BUiI,pERS ENnoRGI-uFY 1HE REOCIRED NUMBER OF THEE INCHE WKLS BE L(ET LOT 512E 10,403 Sp.PT, USING f DIAMETER'TREES. SIGNED- .—.....______-__._ DRIVEWAY T,7� RAW NAME;_ 639+ Q. FT, 70%OF REQUIRE°PLANTED TREES SHALL RE CANOPY TYar, DATE; ENTRY WALK 113{ SQ. . WITH NO MORE 114AN SOX OF 7HE SAME SPECIES, RICHT-OF LENGTH 107.!14 FT. PLOT PLAN:WV.' /44ZS?:06-0C-IS(OrgCF� TOTAL DAPE(iVIOUS COVERAGE 3,0111. SQ. FT. 48% THIS SURVEY ENFORREO M7IHOur THE ER Ntri OF A TR1E CA'MANITMENT. NOTE A 61543 I136'2 ON THE 1HERE MAY NAl EA3EMEt.TSµ0J/ 05 M'S SlITTEr THAT W(Y BE'O:RJD 1N THERF IC RESTRICTIONS ECORDS ME T515 S`RM•k CENTFIN;NE OF W3011uE OAAS COUkTY. CANE AS RENO 1138'2Y04.6 ON FLOOD NSURANCE RATE MAN 040409 H ICR SPECK E CRY or dAeAsoN(1lLE.FLCRKM CA7£0 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. imp curry var-Ns,SAID JOSE'tax soar rs'•JNCYSQVNLlj ROMA,32237- Le 4q0 904,/1Tq-OOd6 -UCf7v5T:'p TIMID Df e�..rMl[SS 1M� .1blf OnDVp CON,r," 1 z�/6131 RAM LL2 MICA C:1Ft i+net � ./'u'vr=Or THIS 15 TD'CERTIFY THAT TAE A6041E L440S WERE Su IMCER Mr RlSPON516LE _ 1ne Mx.�0 .7 SUF'I.IM9pN•JJFp Dl°.fCNC17.THAT TIIFItE ARC Np E R O ,,. , I tuc ••r. � AND.THAT Mt SURVEY SHOWN HF.RCON MEETS THE MINIMUM TECHNIjCAL yuAy SHOWN _-4 Cut aoe,IIOe •.cr.- w.,rM�,n,q ma SET FORTii BY THE FIAR,JA BOARD OF PROFESSW.YAL SUR C onr4 wlat ••e -rota eF"ANC SET Fong •Y CHAPTER 4>2:027 vEYoRS IVO MAPPER, �' of ••It-FOtrt.M 11b0t'i VAX / CHAPTER 01017-6, FLOR.OA STATUTES. DEL_ A1C!1.),111. o,x,.tart d m1414r CUM[ fQ"`� � `� � jro r uefr SUVVEY N0T 0/4/.0(ROSS GIBCSSE0 HT SEAL STIRV!'i'1?RS dl� a11,v.un, emeetle tm1e1, JAMES 0.HA1MERS,JR..W.2647 Of FLORIDA, f cow.VY, "1114 SCALE 800 L PITTMNL No. 4627 NOK.yr-111Y _ NAM tIQGU,K071.1. l''.. ._...•$C • 10 •A •POW OF 1111N3g0V M .�� ew .ten:0,wan • — .w /e.Cl11K mac to-1S /L9/f�`Y �9� P.O. K PR. 8T OM IROMOA REq E StJto TOR AIM MAPPER J _g Om xA2015\76877-1 K'.497,Aykalan O.4DtF 110. 114227 FTC 76077 •