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467 WHITING LN - POOL � ?T lo ire e tt , CITY OF ATLANTIC BEACH . ,i 800 SEMINOLE ROAD o 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: 16-POOL-1531 Job Type: SWIMMING POOL/SPA Description: SWIMMING POOL Estimated Value: $20,000.00 Issue Date: 7/29/2016 Expiration Date: 1/25/2017 PROPERTY ADDRESS: Address: 467 WHITING LN RE Number: 171435-0000 PROPERTY OWNER: Name: Hixenbaugh, Cheryl Address: 467 Whiting LN 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. If on-site storage is required, a post construction topographic survey documenting proper construction will be required. 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, Shapell's,Sunshine Recycling and Waste Pro). Full right-of-way restoration, including sod, is required. PERMIT IS APPROVED ONLY IN ACCORDANCE will' ALL CITY OF ATLANTIC REACH ORDINANCES AND 771E FLORIDA kuii.vi1TG(:(rorS. `ss\ CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD J i� `j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 J��•J,,l Jf. FEES: PLAN CHECK FEES $75.00 BUILDING PERMIT FEE $150.00 STATE DCA SURCHARGE $2.25 STATE DBPR SURCHARGE $2.25 Total Payments: $229.50 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER .-* • --Building Department (To be assigned by the Building Department.) P 800 Seminole Road 610 Atlantic Beach, Florida 32233-5445 I CO— POOL 53 ( Phone(904)247-5826 • Fax(904)247-5845 /7/i �E-mail: building-deptcoab.us Date routed: 5City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 4C7 7 .,V(k(TI S /OE._ Department review required Yes No Applicant: C)tIO O C e /arming&Zonin -_� Tree Administrator Project: N.? ublic Wo) ublic Utilitie 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: klApproved. (Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: ,.,f �l Date: yy-06 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 05/14/09 ( J'j ' City of Atlantic Beach APPLICATIONNUMBERBuilding Department (To be assigned by the Building Department.) Zi_:: ' 800 Seminole Road . . - - Atlantic Beach, Florida 32233-5445 I CO—(. PooLiS3 } Phone(904)247-5826 • Fax(904)247-584 JUL 1 1 2016 /7/1 E-mail: building-deptcoab.usDate routed: 7 City web-site: http://www.coab.us BY: APPLICATION REVIEW AND TRACKING FORM Property Address: 4C07 V V k('j"I \ L,06- Department review required Yes No Applicant: Cx1 )r ning &Zoninq) CY_ -, Tree Administrator Project: �) 03,1 AA iv‘,‘ !L? PC)0(...... lic Work blic Utilitie Public Safety Fire Services Review fee $ i Dept Signature /-'11 - 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: APPLI ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING /ti/ Reviewed by: S !/ Date: 7/( Z'(4 TREE ADMIN. Second Review: A roved as revised. ❑ pp ['Denied. 'IC WORK; Comments: 1—t.--4--P—e--- fir :LIC UTILITIES PU�LIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 1�:svr,, City of Atlantic Beach APPLICATION NUMBER � l Building Department (To be assigned by the Building Department.) \ • 800 Seminole Road // D \J � Atlantic Beach, Florida 32233-5445 I dO— POOL 53 ( Phone(904)247-5826 • Fax(904)247-5845 -1:J. / o9%.•;t � E-mail: building-dept@coab.us Date routed: '7/Ift City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 4G7 V V Int v n L - Department review required Ye No Applicant: OWN) E 1 2 tanning &Zonin C--, Tree Administrator Project: I Nl(�(�.\ f3� ccs -ublic Work -ublic Utilitie 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: (proved. ['Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: ill �- Date: 1'1�� TREE ADMIN. Second Review: ❑Approved as revised. ❑De ied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904) 247-5845 1 (.0,-pO CL_I 53( Job Address: 467 Whiting Lane Atlantic Beach, Florida 32233 Permit Number: Legal Description Swimming Pool Parcel# Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 2 Li,,) U Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition ,poi of pa window/door Use of existing/proposed structures)(circle one): Commercial Residential 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: 'iV ,Pao tr Property Owner Information: Name: L h b k l i-1,,�(�.n bit u 9/A r Address: Lf(p WI i ph t1 1•.l•\, City MI 4,41,. 'e..., L5 it,.e. ,L' State a-Zip )).,./3 3 Phone Q0 I elf—5- Sv E-Mail or Fax#(Optional) Lt �t.t I Oo' A) 1,14-r; it t/"." Contractor Information: Company Name: Qualifying Agent: Address: Zip Office Phone Job Site/Contact N ber Fax# State Certification/Registration# 1, Architect Name&Phone# • Engineer's Name&Phone# / Fee Simple Title Holder Name and Address Bonding Company Name and Address _ Mortgage Lender Name and Address 4pplication is hereby made to obtain a permit to do the work and installations as indicated I certifiz that no work or installation has commenced prior to the ,ssuance ofa permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null znd void f work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six 16)months at any time after Nork is commenced I understand that separate permits must be secured for ElectricalWork,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. herebycert that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this ye of work will be complied with whether specified herein or not. The granting of aa permit does not presume to give authority to violate or cancel the Provisions of any other federal,state, or local law regulating construction or the performance of construction. signature of Owner : _2414/ ``,,�t 1 t l 11 iro Signature of Contractor �f' . �• p, PO ii ,, rint Name cia. /' t fa 'I.9 •ice Print Name /' worn to and subscjibed before me Sworn to and sub5eribed before me his t+ Day of ,U,v� — ;My Coq plres; _ this Day f 1 — ' ,20 January 05,2020 i No.FF 948073::�� • Q '''',A •`•..«.............................. .•• Q` , 01.vi-of City of Atlantic Beach Ir . ,w„�., APPLICATION NUMBER j`y <<� Building Department -- = ;.:; J (To be assigned by the Building Department.) 1, !it 800 Seminole Road / POOL`I S3 - - zr Atlantic Beach, Florida 32233-5445 I JUL 1 1 2016 ILO— P Phone (904)247-5826 • Fax(904) 7-5845 /7/i o;; 9%- E-mail: building-deptcoab.us BYDate routed: 7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 4G 7 V V 4 vrl,' LA A. Department review required Yes No Applicant: 0(A.)/� E-(2 lannin &Zonin ,..� Tree Administrator Project: tia l /W AN\ LK:DC- �ub is Wo) ublic Utilitie 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. WIDenied. (Circle one.) Comments: She /'#Utd 6$4I I BUILDING %lel/ PLANNING & ZONING Reviewed by: �Jr�J�6� _dove/ Date: 7�/T�//e TREE ADMIN. Second Review: I AH roved as revised. ��// P pp ❑Denied. PUBLIC WORKS Comments: jte #4144/ 494V ifilf/6 PUBLIC UTILITIES `/ PUBLIC SAFETY Reviewed by: / , % Date: �< ` 3 ` FIRE SERVICES Third Review: ❑Approved as revised. 'Denied. Comments: Reviewed by: Date: devised 05/14/09 S�:Uyy. CITY OF ATLANTIC BEACH J3 �� DEPARTMENT OF PUBLIC WORKS IA 1200 Sandpiper Lane A ' Atlantic Beach,FL 32233-4318 mop) S) TELEPHONE:(904)247-5834 -, FAX:(904)247-5843 www.coab.us OWNER: DATE: 7-12-16 Cheryl Hixenbaugh PERMIT# 16-POOL-1531 467 Whiting Lane ADDRESS: 467 Whiting Lane Atlantic Beach,FL 32233 Atlantic Beach,FL 32233 7/37a, Email: L hL l l(i(I4(r a11.1 kI PERMIT APPLICATION FOR NEW OOL Your permit application has been deni by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) ✓* Provide detailed plan of pool and deck(wood vs. pavers). / *Provide construction site management plan, including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. ✓**Provide drainage plans showing site topography(flow arrows,etc.). (**Provide erosion and sediment control plans with installation details. *Provide impervious surface calculations for entire lot(existing and post construction). V**Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) **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. **If on-site storage is required, a post construction topographic survey documenting proper construction will be required. **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,Shapell's, Sunshine Recycling and Waste Pro). **Full right-of-way restoration, including sod, is required. cc: Toni Gindlesperger,Building Department Perrone, Jennifer C. To: cbe11004@att.net Cc: Williams, Scott; Gindlesperger,Toni Subject: Plan Review Comments for 467 Whiting Lane Attachments: Plan Review Comments 16-POOL-1531.pdf Permit application#16-POOL-1531 for 467 Whiting Lane is currently denied by Public Works. Attached are the plan review comments. Please submit required information at your earliest convenience in order that we can process approval for our Department. Thank you, Jennifer Perrone Administrative Clerk City of Atlantic Beach Public Works Department 1200 Sandpiper Lane Atlantic Beach, FL 32233 Phone (904) 247-5834 Fax(904) 247-5843 email: jperrone@coab.us 1 yG'7 ,C, /6-,/& Lo 9‘? Ve0 - /11 , / , J hd o LI Pa ZA Y Natia 21 11 Aso ?/y ue,� Cfia k 3 i 9 J43 , r� Peema /gaol ttite4/1 2/ k /#1 � Jrz c�� _ zIr /fm me �� -j r\-tv: ' ' \ CITY OF ATLANTIC BEACH '` l 800 SEMINOLE ROAD T. ...a'" ATLANTIC BEACH, FL 32233 (904)247-5800 F!LE COPY BUILDING DEPARTMENT REVIEW COMMENTS Date: 7.11.2016 Permit#: 16-POOL-1531 Applicant: Homeowner, Cheryl Hixenbaugh Site Address: 467 Whiting Lane,AB Site Address: 467 Whiting Lane,AB Review: 1 Phone: 904-616-5250 RE#: Email: cbef004@att.net Correction Comments: These are comments from 1 department of 5 that are doing plan reviews on this permit application. Application is disapproved for the following issues: 1. The PENTAIR TDH CALCULATOR is not a system that is used by the building department here in Atlantic Beach. I use the SIMPLIFIED TOTAL DYNAMIC HEAD (TDH) CALCULATION WORKSHEET. That worksheet is on line,if you Google the N "- above capitalized phrase, it pops up with all the forms needed to be used. Fill out completely and submit 2 copies. 7,i a/6 Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 rna ,l-ed Rfvise u. Coen rvAPet f-s 1 •/2-• /6 44; yrprp, /`r 1 0\ CITY OF ATLANTIC BEACH _,../) �, FILE COPY 0 WNER / BUILDER AFFIDAVIT I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE-OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY' OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. � 10 1 w 1,-1 i f NI 62 1,r( 0 it --3(,)1 rL.32-7-53 gG y- C=l - /6 3 ADDRESS PHONE NUMBER Aj sSLL ) / - /I PRINT NAME f/fl 7. 5 S NATURE DATE _ ot1111111//s/ Before me this, day of 1 V � ,201j in the county of ‘e``a f�E L F Duval,State of Florida,has personally appeared herin by himself/herself and affirms that `%' 0` ..•• • �v �/ all statements and declarations are true and accurate. ` $..\..\0. . • .';40T/61/91:%-576)-., (�'` • % Notary Public at Large,State of Y 1 U�f 1 �/\,County of(JVD 1 a - My Comm. Expires 0 Personally Knownt s : January05,2020 : • Produced Identification- V L- '''.+ %N. No.FF 948073 lo gA•.AuaL.�: \ % Notary Signature: „e„ % •••• ock `1 "fif O64 i !1 ``a x(60 Lv N 1T 1 r'b 2 z`3-3 0 11- ANSI/APSP-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 Determine Maximum System Flow Rate FILE CO d Minimum Flow Rate Required: 35gpm per skimmer (required: 1 skimmer per 800 sq ft of surf.area) 1. Calculate Pool Volume ) X 1-1 z5 X 7.48 (gal./cubic foot) = t2, 1-4 Cr (Surface Area) (Avg Depth) (Volume in Gallons) 2. Determine preferred Turnover Time in Hours: S • X 60 (min /hour) = C (Hours) (Turnover in min) 3. Determine Max Flow Rate I a 1 / 6,C (Volume in Gallons) (Turnover in Min) (Pool Flow Rate) (System Flow Rate) 4. Spa Jets: X GPM per jet= flow rate (No 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 L t' inch to keep velocity @ 6 fps max.at gpm Maximum System Flow Rate Suction Piping to be 2- inch to keep velocity @ 8 fps max.at g-'' gpm Maximum System Flow Rate Return Piping to be 2 inch to keep velocity @ 10 fps max.at, S gpm Maximum System Flow Rate Determine Simplified TDH: 1. Distance from pool,to pump in Ft: (e O 2. Friction loss(in suction pipe)in 2-- inch pipe per 1 t. @ gpm= 0. ( (from pipe flow/friction loss chart) 3. Friction loss(in return pipe)in 2 inch pipe per 1 t. @ gpm= .t(C(from pipe flow/friction loss chart) 4. X b - l = (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) 5. (40 x C . i = 9. (A (Length of Suction Pipe) (Ft of head/l ft of Pipe) (TDH Suction Pipe) Flow and Friction Loss Per Foot (Schedule 40 pvc Pipe) TDH in Piping 5-", Filter loss in TDH (from filter data sheet) I Velocity•Feet Per Second Pipe Size 6FPS 8FPS 10 FPS Heater loss in TDH (from heater data sheet) I C' 1.5" 37 gpm 0.08' SO gpm .14' 62 gpm .21' Total all Other loss vr J (TDH) � 62gpm 0.06' 82 gpm 10" 103 gpm 16 Total Dynamic Head ��" ((c 2.8' 88 gpm 0.05' 117 gpm .08' 148 gpm .13' 3" 136gpm 0.04' 181 gpm .07 227 gpm .10' Selected Pump and Main Drain Cover: rya�tkoc0 Pump selection 1 Ivy!-L` {' -C 1-- \ using pump curve for TDH&System Flow Rate (Pump model and size in HP) / Main Drain Cover 5 TO Z CO../,a 1:.D C5C..r t t(System Flow Rate must not exceed approved cover flow rates) (Pump model and size in HP) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required In-floor Suction Outlets: (Check all that apply) 1( 10 0 <— 3' —> 0 ' suction outlets @ 11-4(4 gpm max. flow (see note 2) 0 0 0 0 suction outlets @ gpm max. flow (see note 3) 0I t channel drain @ gpm w/ ports (see note 4) TDH Calculation Options FILE COPY ANSI/APSP/ICC Worksheet (For each Pump) Swimming Pool Energy Efficiency Compliance Information Check one Note:These Requirements Apply ONLY to the Filtration Pump ❑ Simplified Total Dynamic Head (STDH) Maximum Filtration Flow Rate Calcutlations Complete STDH Worksheet—Fill in all blanks Pool Water Voume IZIr4(cl=360='3L'1 lgpm=filtration flow rate ❑ Total Dynamic Head (TDH) Is there an Auxiliary load on the filtration pump?Yes_NO.../ Complete Program or other talcs. Fill in required blanks on worksheet&attach If so,what is the auxiliary flow rate gpm calculations Maximum Flow Rate gm maximum auxiliary pool loads or ❑ Maximum Flow Capacity the filtration flow rate,whichever is greater. of the new or replacement pump The pool filtration flow rate shall not be greater than the rate needed Notes: 1. If a variable speed pump is used,use the max to turn over the pool water volume in 6 hours or 36 gpm whichever is pump low in calculations greater. This means that for pools of less than 13000 gallons,the 2. For side wall drains,use appropriate side wall pump shall be sized to have a flow rate of 36 gpm or less. drain flow as published by manufacturer 3. Insert manufacturer's name and approved Suction Pipe size @ 6 fps 2- inch maximum flow Return Pipe size @ 8 FPS Z inch 4. See installation instructions for number of Filter Factors:(Cartridge.375)or(D.E 2)or(Sand 15) ports to be used 3�S 5. In-Floor suction outlet cover/grate must _ = conform to most recent edition of ASME/ANSI (flow rate) (filter factor) (minimum filter size) A112.19.8 and be embossed with that edition Filter Make/Size peAttug cuoihU -1 CL 4(t 15 v approval Backwash valve?Yes No /(if yes,must be 2 inch min) 6. Pump,Filter and Heater make and model cannot change,and equipment location cannot Pump Selection from APSP database on Curve A(less than 17000 be move closer the pool without submitting a gallons)or C(greater than 17000 gallons)(circle one) revised plan and TDH calculation worksheet for Model N' u-1 I LQ 1 I annroval Flow Rate(low speed) gpm @ rpm Velocity-Feet Per Second Flow Rate(high speed) 100 gpm @3454pm(not required Pipe Size 6 FPS 8 FPS 10 FPS if no auxiliary load on filtration pump 1.5" 37 gpm 0.08' 50 gpm .14' 62 gpm .21' Pump Controls 2" 62 gpm 0.06' 82 gpm .10" 103 gpm .16' 2.5" 88 gpm 0.05' 117 gpm .08' 148 gpm .13' Standard time clock/2 speed time clock or other 3" 136 gpm 0.04' 181 gpm .07' 227 gpm .10' Heater Model 1 4" 234 gpm 0.03' 313 gpm .05' 392 gpm .07' 6" 534 gpm 0.02' 712 gpm .03' Notes:suction piping in front of pump inlet must be 4 pipe diameters in length. Must have 18"of straight pipe after the filter for solar. Date Swimming Pool Specifications for: Owner: Contractors Signature Address City,State,Zip Print Name Certification Number Telephone Number k _ FILE COPY Total Head In Feet Conversion Chart Inches Mercury(Vacuum Gauge) 0 2 4 6 8 10 12 14 16 18 0 0 2.3 4.5 6.8 9 11.3 13.6 15.8 18.1 20.3 1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25 3 6.9 9.2 11.5 13.7 16 18.2 20.5 22.8 25 27.3 4 9.2 11.5 13.8 16 18.3 20.5 22.8 25.1 27.3 29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 7 16.2 18.4 20.7 23 25.2 27.5 29.7 32 34.3 36.5 8 18.5 20.7 23 25.3 27.5 29.8 32 34.4 36.6 38.8 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 P 11 25.4 27.7 29.9 32.2 34.5 36.7 39 41.2 43.5 45.8 5 12 27.7 30 32.2 34.5 36.8 39 41.3 43.5 45.8 48.1 I 13 30 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55 16 37 39.2 41.5 43.7 46 48.3 50.5 52.8 55 57.3 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62 64.2 20 46.2 48.5 50.7 53 55.2 57.5 59.8 62 64.3 66.5 21 48.5 50.8 53 55.3 57.6 59.8 62.1 64.3 66.6 58.9 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69 71.2 73.5 24 55.4 57.7 60 62.5 64.5 66.7 69 71.3 73.5 75.8 25 57.8 60 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 90.5 82.7 28 64.7 66.9 69.2 71.5 73.7 76 78.2 80.5 82.8 85 29 67 69.3 71.5 73.8 76 78.3 80.5 82.8 85.1 87.3 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92 32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92 94.3 33 76.2 78.5 80.7 83 85.3 87.5 89.8 92 94.3 96.6 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 101.2 * NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. **GAGES TO BE INSTALLED AT THE TIME OF FINAL INSPECTION FOR VERIFICATION. Doc 4"2013'X8028.OR 3K t'388 =age 1 1 l s ***RECORD AND RETURN TO:**' Recorded r d]c1`0'e at ==FT, Recorded _ _ R— Ronne Fussell CLERK _ R..- Cheryl B. Hixenbaugh • G� R:coRC li3 318. 467 Whiting Lane �cED r�C ST S245' Atlantic Beach Florida 32223 File Number. 2016-522 FILE (r Parcel ID No: 171433-0000 - Prepared by: Sheffield& Boatright Title Services. LLC an employee of Sheffield& Boatright Title Services. LLC 6101 Gazebo Park Place North,Suite 101 Jacksonville,Florida 32257 904-733-7900 S P Consideration:S vSeLC — Quit Claim Deed Made thisr - ,2016 A.D.by Cheryl B. Hixenbaugh tka Cheryl A. Bell,a married woman.joined by Russell K. Hixenbaugh,her husband,whose post office address is: 467 Whiting Lane,Atlantic Beach,Florida 32233 and Jason R. Bell. a unmarried man, whose post office address is Mailbox#83,Frente al Banco de Costa Rica, Utiva de Osa, Puntarenas 60504 Costa Rica hereinafter called the grantor,to Cheryl B Hixenbaugh whose post office address is: 467 Whiting Lane,Atlantic Beach,Florida 32233 hereinafter called the grantee: (Whenever used herein the term "grantor" and "grantee" include all the parties to this instrument and the heirs, legal re-presentatives and assigns of individuals,and the successors and assigns of corporations) Witnesseth, that the grantor, for and in consideration of the sum of$TEN AND NO/100 DOLLARS ($10.00)and other valuable considerations,receipt whereof is hereby acknowledged,does hereby remise,release,and quit claim unto the grantee forever, ail the right,title. interest. claim and demand Which the said cantor has in and to. all that certain land situate in Duval Count}. Florida. iz: Lot 18, Block 11 of REPLAT OF PART OF ROYAL PALMS UNIT TWO A, according to the Plat thereof as recorded in Plat Book 31, Page(s) 16, 16A through 16D, of the Public Records of Duval County, Florida. Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same together with all and singular the appurtenances thereunto belonging or in anywise appertaining, and all the estate. right,title, interest, lien. equity and claim whatsoever of the said grantor,either in law or equity, to the only proper use, benefit and behoof of the said grantee forever. In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. Quit Claim Deed FILE co, _ Signed, ►sealed and delivered in our presence: ..+„L iii. i.^�,�1 '�I r.'�t- /: .,,L .3. ,1(f� i J"A 4/c L,- --- (Seal) C ery I B. Hixenbaugh J Russell K. Hixenbaugh Ccs .: c ____.) _. (___S_Q__Q___,C (Seal) Jassoo R. Bell State of Florida County of Duval The foregoing instrument was acknowledged before me this .,i. i day,of/j.;: , ,-�c,', by Cheryl B.Hixenbaugh and Russell K. Hixenbaugh,who has produced Drivers license as identification. ' I. DENISE M.ARENA 4; i.�,\ Commiss'on#EE 838974 toot P I cA t�R >j r•! Expires September 27,2016 Print Name: C f NI S tC. r4. A R • • •' Penaea Mu Troy Fain Insurance 800.385.7019 i My Commission Expires:) State of Florida County of Duval r ' -• The foregoing instalment was acknowledged before me this r day of/ . A: ' , ., . `/.i by Jason R. Bell who has produced r L. / as identification. ,p�:r�L• DENISE M.ARENA Notary Public , f�' tACommiss.on#EE 838974 Print Name GE 111..1. ;',,.`*, `Expires JSeptember Troy Fain 27, 016 My Commission xpires; Quit Claim Deed INTELLIFLO® 2 VST VARIABLE SPEED a + PENTAIR HIGH PERFORMANCE PUNP FILE COPY : ... . 4 Featured Highlights • Control keypad can be rotated for convenient - ftr.abloa orientation on the pump or wall mounted with anti - Relocation Kit C. .c itSelect rlhcovvy•enrr,aI.,, • Intuitive,easy to use menu structure for programming •10PENTAIR and monitoring --� ? • Interfaces perfectly with Pentair automation systems It k ;:...i. - r, that give you the convenience of mobile device control t {'t � ", - ' •Can be programmed to deliver exactly the speed/flow •' ��•„ `:Aka required for filtration,water features,heating options, ENERGY STAR ORP and pH testing and dispensing,salt chlorine generators,suction cleaning and spas IntelliFlo 2 VST Appliance •Totally enclosed fan cooled design for quiet operation Variable Speed Pump Efficiency and long life Database •Top-mounted field wiring compartment makes access Protected by U.S.Patent No.7,686.587;7,815,420;7,854,597;8,043,070; and installation easier 8.469,675;8,573,952;0568,340;0606,562;D611,430 and Patent Pending • and all corresponging foreign counterparts. 8 programmable speed settings and built in timer IntelliFlo 2 VST Variable Speed pump is the next generation of Pentair's variable-speed pump technology. With energy savings up to 90%versus conventional pumps,near-silent operation and advanced programming capabilities,this pump continues to deliver everything a pool owner wants and reliability no other competitor can match. Ordering Information , Product Model Voltage Full Load kW HP SF SNP FREQ. Primary Listings and Port Size Carton Amps Certifications` (NPT) Wt.!Lbs.) ENERGY EFFICIENT VARIABLE SPEED(NON-SVRS MODEL) 011055 IntelliFlo 2 VST 230 16 3.2 3 1.32 3.95 50Hz/60Hz UL',NSF',APSP. 2 in.x 2 in. 55 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 357156 Chemical Resistant Lid r 356904Z Keypad Relocation Kit 2 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. ' 'APSP'Pump has been evaluated to ANSI/APSP/ICC-15 and California Standards UL1081 for Permanently Connected Swimming Pool and Spa Title 20 and is certified to use on Residential Swimming Pool Filtration Pumps and to Canadian Standards CAN/CSA C22.2 No.108-01 Liquid Systems. Pumps For Swimming Pools Only(Enclosure 31. Product may have been evaluated to other state and local regulatory 'NSF'indicates that pump bears a NSF mark signifying evaluation to standards.Listing status may change.Always confirm status with NSF Standard 50 For Self-Priming Centrifugal Pumps For Swimming appropriate agency if in doubt. Pools Only. Note:Pump must be used with current collectors when installed on spas or hot tubs in Canada. • • Refer to catalog page 43 fora selection of 2-Pole GFCI breakers which offer 6 milliamp personnel protection while meeting 2008 to current NEC Standards for Pool Pumps. .156 • .� INTELLIFLO® 2 VST VARIABLE SPEED EIIGH PLR[ ORMANCE= E'tiMP ICON rt 'Dl Dimensions and Performance 100 90 MAX SPEED @3450 RPM ' ....... FACTORY PRESET SPEEDS 80 • �. —3110 RPM `....,, , 2350 RPM H70 SPEED 4-3110 RPM �\ -1500 RPM 3 750 RPM O60 \ W 2 0Q S Z 40 SPEED 3-2350 RPM 0 Q O 30 20 - SPEED 2-1500 RPM 10 •i i •i SPEED 1-750 RPM 0 G 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 FLOW RATE IN US GALLONS PER MINUTE 4,' Note: IntetliFto VS+SVRS minimum speed is 1100 RPM .. .i ,___- 1 , T-_ .11'�l9_____!- ---....-- i e C' � - \ S.bin , 10.8in �1 ® I` 142mm f I 275mm v 1 �. 5=15 2.8in I' •.n. 1 � , �. „ .1 • 71 mm� j 7.8in 199mm 23.4in C (594mm i 9.9in 253mm i -- i - -- -•� —'1 11 ' I • i t:i 13.1in12.4in E 11.8in 9.1in 1 I 333mm 31 6m i 301mm 232mm 1. 1; ; .1._.__ L. l See page 509 for replacement parts. -_ .y SYSTEM 2 - SPECIFICATIONS InI — -----_____-- .411111.6 1\11111k•- 1 :Met. Dim 8 i'ilePi ipn1 u1' Inlet Outlet Minimum AirtgtService � Pump I 1 Air Release Valve — Height 40,111'41—al �� r (Pressure Gauge re r`,r) 110 )41 Behind) 1 . I — To Pool Upper C1 ,:Jl� Tank From Shell Pool +085 1001 Posi-LokrM FIGURE 13—Piping Connections Ring - 1/4 Safety 1IVIII""uIIIIII 'I'.�,�I Dim A Latch I. 20 038) Lower I a 18(124) Tank 18.58"Dia. > = 16(110) Shell --o- (472 mm) g. 14(97) 2"NPT Outlet Inlet =S 12(ee) Inlet or \ 2°NPT-\ or Drain oci 10(69) ` Drain 2"NPT mi 8(55) Drain—>:�IIii...... 0 J, I — :s 6(a1) Plug mom emu ,r a0 4(281 I- 4!3100203 2(1 ) E 15"Dia. ►� (381 mm) 2.25") (38) (78) so 80 108 (454) 12 ' 100 (57 mm ( ) (227) (303) (378) (529) (606) FIGURE 1A—Dimensions in inches (mm) Flow inGalbnsPerMinute([PM) lit) 2— Pressure Drop Curve (568) Table 1 - Filter Specifications Model PLM100 PLM125 PLM150PLM175 PLM200 Filter Area sq. k. (m2) 1000 11.6 .3) 125 PLM300 ( ) 150(14) 175(16.3) 200(18.6) 300(27.9) Max. Rated Flow GPM (LPM) Commercial 37(140) 47(178) 56(212) 66(249) 75(284) 113(428) Max.Operating Pressure PSI (kPa) 50(345) 50(345) 50(345) 50(345) 50(345) Max.Continuous Water 50(345) Temperature F(C) 104°(40°) 104°(40°) 1040(40°) 1040(40°) 104°(40°) 1040(40°) Dimension A—Height (mm) 27-3/4(705) 27-3/4(705) 27-3/4(705) 27-3/4(705) 27-3/4(705) 37-5/8(956) Dimension 8—Minimum Serivce • Height(mm) 38-1/2(978) 38-1/2(978) 38-1/2(978) 38-1/2(978) 38-1/2(978) 57(1,448) 4 LU F— S. 11 > PEN sil iP o •World',iardald of rr•1i tbiluly CD J - • )I dinIe7S slf9?I Id(P,Ing With • / url•tpriclon clamp k •supercar IIgnl diffusion , 111111W — - • PI Isaiah(lentpeled Ione. •LOW water cutoff •Medium blue Loses available I •Plastic snap-on face rings available for s/s lights Product Vctlaqn Wattage r. ,r.:3 L4i gth(Fl.I Carton WV. t::arton Wt ILu, - •, AMERLiTE WITH STAINLESS STEEL FACE RING•-3(10 WATT 120 VOLT 78421100 120 300 15 1 A 78428100 120 300 50 1 10 78928500 120 300 100 1 15 78927000 120 300 150 I 20 78927900 120 300 200 1 25 • . AMERLI T E WITH STAINLESS STEEL FACE RING-400 WATT,120 VOLT 78441100 120 400 15 1 6 78448100 120 400 50 1 10 78949100 120 400 100 1 15 78447100 120 400 150 1 20 78449100 120 400 200 1 25 AMERLITE WITH STAINLESS STEEL FACE RING-500 WATT,120 VCILT 78451100 120 500 15 1 6 78458100 120 500 50 1 10 78456300 120 500 100 I 15 78457100 120 500 150 1 20 78459100 120 500 200 1 25 78458300 120 500 250 1 35 A 1E.RLITE WITH STAINLESS STEEL FACE RING-100 WATT,12 VOW. 78411100 12 100 15 6 78418100 12 100 50 1 10 78415100 12 100 100 1 15 ill 112 AMERLITE® (CONT'D) G7 UN0EM14�'�A,TER INCANDESCENT LRH TS �f IM S,'S FACE RINGS = -41z Product Voltage Wattage Cord Length(Ft.l Car ton Oty. Cai ton Wt.iLbs.) G7 AMERLITE WITH STAINLESS STEEL FACE RING-300 WATT.12.VOLT_'. ` - 78431100 12 300 15 1 10 = 78438100 12 300 50 1 17 —I M 78435100 12 300 100 1 20 STAINLESS STEEL AMERLITE WITH MEDIUM BLUE LENS-400 WATT,120 VOLT 78444200 120 400 30 1 8 78448200 120 400 50 1 10 78950100 120 400 100 1 15 STAINLESS STEEL AMERLITE WITH MEDIUM BLUE LENS-500 WATT,120 VOLT 78454200 120 500 30 1 8 78458200 120 500 50 1 10 78958500 120 500 100 1 15 LENS,COVERS,AND FACE RINGS FOR AMERLITE 79100100 Clear Lens,tempered 1 1 79100200 Medium Blue Lens,tempered 1 1/2 78900100 Plastic Snap-on Color Lens Kit(Blue,Green,Red) 1 1 79110600 Stainless Steel Face Ring 1 1/2 79213100 Plastic Snap-on face ring(white),Qty.24 24 2 79212165 Plastic Snap-on face ring(Grey)Oty.1 1 1/2 __ 79212111 Plastic Snap-on face ring(Black)Qty.1 1 1/2 Ptea,e Beier to pages 12e-12:lar Canadian tis;ed Pool Lights. Dimensions and Certifications C14 Note All 120 volt pool and spa lights roust be connected to a brand:cmr:uii protected by a ground fault circuit ielerrupler IGFCII Note:All cord lengths over 56 feet on 12 volt lights create resistance that dramatically reduces the light output.Thi<_condition esists on all low voltage tights regardless of design or manufacturer. Notice:Underwriters Laboratories has listed Pentair Water Fool and Spa. 10.12 1110 Inc.lights for use tv:lh PentairWaterPool and Spa Penrair Pooi Producrs. American Products.Pur?+.,or PacFab rattles ONLY. 10 ensure proper grounding/bonding connections install only Penton.Water Poet and Spa lights in Pentair,Water Pool and Spa.Pentair(fool Products.American Product:.Purer or PacFab niches only. 7.72 See page 483 for replacement parts. 113 W INTELLICHLOR® ill SALT CHLORINE GENERATOR +PENTAIR . Featured Highlights .„.4 • Fun diagnostic capabilities,including cell life tracking that `•.. %, - communicates remaining hours of cell life in real-time.Captures r. 7. Select all performance data daily(production settings,hours of operation, [.\• 'c .. - chlorine output,cell cleaning cycles,salt readings,and water 'OCNTAIR temperature averages). • Push-button operation and easy-to-view displays enable fast checking of salt levels,cell cleanliness,sanitizer output, `•�i and water flow •Automatic shut-off feature protects the unit and prolongs cell life under IntelliChlor Salt Chlorin:: low water temperature conditions Generator Cell •On-time cycling helps prevent calcium and scale build-up to maximize cell life IntelliChlor Salt Chlorinator uses common table salt to •Ability to communicate with IntelliTouch°,EasyToucha,and SunTouch® produce all the chlorine a poo(needs,safety,effectively, Automation Systems and automatically. Same sanitation per formance as • 110 VAC or 220 VAC wiring(110 VAC only for1C151 manual chlorine addition without the drawbacks. No need for customers to buy,transport and store chlorine • Include 2 in.unions(IC15 unions adapt to 1 V:in.) compounds. •Certified to UL 1081 standard for safety •NSF approved •Health Canada approved Ordering Information Product Description Carton Oty. Carton Wt.(Lbs.) ', INTELLICHLOR SALT CHLORINE GENERATOR FOR UNITED STATES 520888 IntelliChlor IC15 Cell for Smaller Pools(US Version)-includes External Power Supply 521171 IntelliChlor Replacement External Power Supply for IC15 4110 520554 IntelliChlor 1C20 Cell IUS Version) 1 7 520555 IntelliChlor IC40 Cell IUS Version) 1 14 521105 IntelliChlor IC60 Cell(US Version) 1 16 520556 IntelliChlor Power Center(US Version) 1 13 - INTELLICHLOR SALT CHLORINE GENERATOR FOR CANADA 522109 IntelliChlor IC15(Canadian Version) 1 9 520911 IntelliChlor IC20 Cell(Canadian Versionl 1 7 520912 IntelliChlor IC40 Celt(Canadian Version) 1 14 520910 IntelliChlor Power Center(Canadian Version) 1 14 •- (Ni£LLICHLOR SALT CHLORINE GENERATOR ACCESSORIES 520588 IntelliChlor pass-through cell for winter or start-up 1 3 520594 IntelliChlor diagnostic wand 1 1 520595 IntelliChlor replacement unions(contains 2 0-rings,2 couplers.2 nuts) 1 1 520670 IntelliChlor Acid Washing Kit(includes closed-end union cap,0-ring,and coupling null 1 1 520734 15 foot extension power cord 1 1 520736 IntelliChlor Flow Switch replacement kit 1 1 521147 IntelliChlor Orings-Pack of Ten 1 1 5212482 IntelliChlor Power Center fuse holder replacement w/fuse 10A 250V 1 1 521034Z IntelliChlor Power Center PC100 surge board replacement 1 1 521377 IntellipH canister with controller 1 18 • 5• 21495 1 1 IntelliChlor IC15 Replacement Reducer Unions-2 in.to 1-1/2 in.(contains 2 0-rings,2 couplers.2 nuts) 521633 IntelliChlor Debris Cross Guard-Pack of 5 1 1 • 10010 IntelliChlor Power Center fuse for IC1511A 250V) 1 1 10006 IntelliChlor Power Center fuse for 1C20,1C40,IC60(10A 250V) 1 I 522745 IntelliChlor Power Center automotive style fuse replacement(IOA/58V Mini-blade) 5 1 240 522431 IntelliChlor Surge Board PC100 Europe 1 1 1 • [ i t /- Main Drain Frame and Grate I- ra >Pentair Water Pool mid Sp. StarGuard Main Drains comply with provisions of the ANSI/ASME i. yr''4K~.. rt' r.}�t,'t�r., ^� , 3 f,.}rQf:: li-Y r 1 i Al •y A112.19.8-2007 standard and the Virginia Graeme Baker Pool and • New.Improved 8 in. Round +a.f 1 Spa Sdfety Act. High quality StarGuard main drains are available in Main Drain white, black,gray, and dark gray as well as a variety of configurations g to fit any residential inground pool or spa installation. StarGuard main drains have an industry leading 15.35 square inches of open area • Available in Multiple Colors• Compliant with the Virginia tl i for water flow and allow flow rates up to 72 GPM at 1-1/2 ft./sec. Graeme Baker Act 4 1 ( ,i.,i;i ill; ,;I',. ; 4 4. r'InCt..t 1 1 1 . , ,. FLAY h,..e ..ti'r„rlr t:(+k7,Arrc<,. rr !lc h ' a,,/a floor'(4 1`M) 4t/gtl(GPM) (Sri In) '�' {v�,c ....,t?'.'!'• sw'-N It• 1,- 9 t u8: a it w � ti 7i Vit?.. kr --gt r/:�4fAitrp ,r„rsrt"1PV,K,c;•• a t [ •t , ,r1 1t ? 0 ' '. :, �5, . '� r. 500108 _•. c 1.f.rC.,!g.1•, �.,'r} y1 „ . 8 m.StarGuard cover w/long ring(single),white 144 112 15.35 500100 8 in.StarGuard cover w/long ring(single),black 144 112 I5.15 ` 500101 .,- ...e 8 in.StarGuard cover w/long ring(single),dark gray 144 500102 112 15.35 �' ••...! 8 in.StarGuard cover w/long ring(single),gray 144 • cf]- 112 IS.35 ........-.......t.'.."4-: • -0 500140 8 in.StarGuard cover w/long ring(2 pack),white •�' 144 112 15.35 ...PO........ • 500141 Bin.StarGuard cover w/long ring(2 pack),black 144 112 15.35 500192 8 in.StarGuard cover w/long ring(2 pack).dark gray 149 112 I5.35 r 500193 8 1n StarGuard cover w/long ring(2 pack),gray sr. tree ptiS+'i1 ..,Ye-Ai r, y•;,;;g,. pr 144 112 15.35 )'� �t t'' 1 16 +'%r•' �1: rw cy'i - TA..1.,-,,,,,,).-..,..._.p 'chi :.'+ ..� y id . f...'u,. ;•. ,1 ... is 61K .411/kihrlod: iimrd trt470rot t le/4srx?v a t:a � 0. , ;I 500103 8 m.StarGuard cover w/short ring(single),whiter 144 s ti � 112 15.35 :7,":'". rr;':; . v 500104 8 in.StarGuard cover w/short ring(single),black 144 ^`h ; ti2riu;+ii? 112 15.35 '• V:1 s :.:,:. ,; 500105 8 in.StarGuard cover w/short ring(single),dark gray 144 112 15.35 ` • • j•: t 500106 8 in.StarGuard cover w/short ring(single),gray 144 y ' rtthu►ttlpu"' ' • 500144 112 15.35 ` `++s•.,—., ..'i 'iAk 4 8 in.ScarGuard cover w/short ring(2 pack),white 144 112 15.35 .t . , t' 500145 8 in.StarGuard cover w/short ring(2 pack),black 144 7•t 112 15.35 •:• 500(46 8 in.StarGuard cover w/short ring(2 pack),dark gray 144 112 15.35 ;,5 500147 8 in.StarGuard cover w/short ring(2 pack),gray 144 v-. v'a? t*sgtiP+t+aw a,y;aw 112 15.35 .',�E' .. s t +' ' lwirt' ,nf c+9F 9...,,,, j C 4, Paw'. � t. .. ..-,,741'-'??':'..1;e.4.4.3 P wo aLyii•t5 t44•riw r. ..' 4 Lv,,y i,e 7 r t•0 L „C,ei I Jin, / 'a,i ,� �__ tNW•ra. 4MK.'-'`.!t;,4, ., y,•lt•R:1:4 4.1:4w i}i ,.y''• �' 17L.•}F. .,,�;(* lr 8 in.StarGuard drain w/2 in.side&1-1/2 in.bottom ports �``' O 500110 ABS sump wiring$cover a (2 pack),white 144 112 I5.35 {' 8 in,StarGuard drain w/2 in.side&1-1/2 in.bottom ports 'M«m+ I. 500111 ABS sump wiring$cover (2 pack),black 144 112 I5.35 ' k , 8 in.ScarGuard drain w/2 in.side$1.1/2 in.bottom ports •.;` -. 500113 ABS sump wiring$cover ''ii (2 pack).dark gray 144 112 IS 3S 8 in.StarGuard drain w/2 in side&1.1/2 in.bottom ports fr, 500114 ABS sump wiring&cover (2 pack).gray 144 112 IS 35 iA .... 4•••1:'42.::,;, .J'• .. ••.. �.:•:"•,...>e'.4.'.u. ' • �..• 500115 8 u+ StarGuard drain v..,2 in :irk pun ABS rump wtrmo g'•. .. •. •,.f •v` sr (Over(2 pack).white 144 11[ 151) _ 500116 6., F•tarGuard main w•2 n, side port ABS sump wiring 13 ,n • �} cover(2 pack),black 144 .11..11" 112 15.35 S00117 8 in StarGuard drain w/2 m side port ABS sump WI„ng$ $- cover(2 pack),dark gray 144 112 ' !i. 15,35 0 500118 8 in StarGuard drain w/2,n side port ABS sump wiring& cover(2 pack).gray 144 112 IS 35 ml $ STARGUARD'-' MAIN DRAINS MAN DRAIN FAME AND GRATE ::,. . ' , . .4,- ii ►r> PENTAIR ° Featured Highlights S' .._ tar Guard Macri Drains comply provisions of theANSliAPSP-16 2011 } standard and the Virginia Graeme Baker Pool and Spa Safety Act. High • New,Improved 8 in.Round quality StarGuard main drains are available in white,black,gray,and dark Main Drain gray as well as a variety of configurations to fit most residential inground • Available in Multiple Colors pool or spa installations.StarGuard main drains have an industry leading . Compliant with the Virginia 15.35 square inches of open area for water flow and allow flow rates up Graeme Baker Act to 72 GPM at 1-1/2 ft./sec. • Ordering Information Flow Rate Flow Rate rea Product Description Floor IGPM) Wall(GPM) D(Sq n.) 8 IN.STARGUARD COVER WITH LONG RING 500108 8 in.StarGuard cover w/long ring(single),white 144 112 15.35 500100 8 in.StarGuard cover w/long ring(single),black 144 112 15.35 500101 8 in.StarGuard cover w/long ring(single),dark gray 144 112 15.35 500102 8 in.StarGuard cover w/long ring(single),gray 144 112 15.35 500140 8 in.StarGuard cover w/long ring 12 pack),white 144 112 15.35 500141 8 in.StarGuard cover w/long ring(2 pack),black 144 112 15.35 500142 8 in.StarGuard coverw/long ring(2 pack),dark gray 144 112 15.35 • 500143 8 in.StarGuard cover w/long ring(2 pack),gray 144 112 15.35 - L 8IN.STARGUARD COVER WITH SHORT RING AND COVER 500103 8 in.StarGuard cover w/short ring(single),white 144 112 15.35 500104 8 in.StarGuard cover w/short ring(single),black 144 112 15.35 500105 8 in.StarGuard cover w/short ring(single),dark gray 144 112 15.35 500106 8 in.StarGuard cover w/short ring(single),gray 144 112 15.35 500144 8 in.StarGuard cover w/short ring(2 pack),white 144 112 15.35 500145 8 in.StarGuard cover w/short ring 12 pack),black 144 112 15.35 500146 8 in.StarGuard cover w/short ring(2 pack),dark gray 144 112 15.35 500147 8 in.StarGuard cover w/short ring(2 pack),gray 144 112 15.35 8 IN.STARGUARD DRAIN WITH 2IN.SIDE AND 1-1/2 IN.BOTTOM PORTS A13S SUMP' " WITH RING AND COVER 8 in.StarGuard drain w/2 in.side&1-1/2 in.bottom ports ABS sump 500110 w/ring&cover 144 112 15.35 (2 pack).white 500111 8 in.StarGuard drain w/2 in.side&1-1/2 in.bottom ports ABS sump 144 112 15.35 w/ring&cover 12 pack),black 500113 8 in.StarGuard drain w/2 in.side&1-1/2 in.bottom ports ABS sump 144 112 15.35 w/ring&cover 12 pack),dark gray 500114 8 in.StarGuard drain w/2 in.side&1-1/2 in.bottom ports ABS sump 144 • 112 15.35 w/ring&cover 12 pack),gray 284 VI U-3 SKIMMERS LU W SWIMOUIP® INGROUND SKIMMERS x II Featured Highlights W �,,' • Screw down lockable lid. > �� • 1-1/2"/hOmm or 2"/50mm slip or threaded y - r L ports. • "J ., . • Optional equalizer valve. 06 ti) •Compliant to AS1926.3 0 O c O E.1U-3 Skimmers feature a heavy-duty one-piece CU construction with sturdy external ribbing for W superior strength.All U-3 Skimmers are made I— from high-strength ABS plastic. 3 Ordering Information '111 - • Product Description Carton Dimensions pallet City. Carton WI. fmml MO SKIMMERS FOR CONCRETE POOLS U-3 Skimmer White w/White Lid&Frame,2 in.Slip with Cr 08650-1404 1-1/2 in.Slip Reducers;Incl.Float and Check Valve,Basket 390x260x495 26 4 L SKIMMERS FOR VINYL POOLS Z 09655-1404 Vinyl Skimmer-White;2 in.Stip with 1-1/2 in.Slip Reducers 390x260x495 26 4 ItDimensions =� r 270mm----{ 384mm I»aer.1 12.7mm � il' L B 11 �� 222mm 190.5mm 152.4mm.11 489mm 1 IlIll_Ill! 254mm jj 5-x+-1 MIN 71 7 7mm—lxn...-I ---298.4mm-- 495.3mm --260.3mm—I f^225.4mm 12.7mm 158.7mm \-e./216mm I • . 200mm- • III iiiiiiii • 146mm • 1 489mm 11111 II 273mm ^ . IIIIIII. 'All dimensions in mm. li2 320.6mm--4461m1 See page 182 for replacement parts. U-3 SKIMMERS (CONT'D) * -4 m 0 Dimensions and Performance ``- p 0 • to U3 Skimmer for concrete IA X 3 �IOShT IS �� I .,81 m Xi 'IMO �"�'ii1�I to 1 ,_- �1111111.1 111111 sif ill" ili M_ ENME.RIINE OF PORI 113 Skimmer for vinyl I „2 7.=.=4.. imoMMIIMMIEllromm., f-- ..: MD OM NM II. !IIIIIIMIll tl lZ' I • • �•lia • 11111111111• I 9i/< Illi n,, 1 �j . • moo CENIE•LINE Of PORTS See page 604 for replacement parts. 281 Bermuda Skimmer Pen.ta.ir Water 0 Pool and Spa' Bermuda Skimmer Headless• 6 -- — • 13 : . 14 . . --_ T� •err r y{l f� O ' — �_ ,l • j' r 1 lL 1i 2 t• 1 4- - • _• • 1 • ...., VII 'f1.7,":0!:.. ; SSI ! .. 1 ''� Jy. r'�tic rya+1 .iraf -rs 1 r.n 1 r r,. Y°�f,Y. Yir.4 Ln"' '...Jr•7 ; f� .' �. Y !e �•,.-...'"Xt. v r r `v n{ n;y t .: ,ti,.M`.ivj w. ;;;;.1%.;6.a Ts N y 11N f p y�bJ�,' . .M wri...,T fb ll":11314e:•,. �'+ aZ 1 r•. r .. 3.•.:_ • r ell i x'� A i:� ,� !!1y 1 All" rye., F, e.• -.t,J lvf•• 0 — r •`'. -_: -A.f Z1,2; ..,far ., :`Y''C e�y'dCH.f r. ..SSC j(... °rr ! aF w x..50r ae a_.�•+a... .5`t ?�r`,;;..�•.;,,1R: 60 70 80 GPM x- 1.5 inch --x— 2 inch 1 9 Rev 02/19/2009 ofirAQUA SHEER Part #GA01 �� Stock Color: White . Other colors: Tan, Gray, Black Standard Sizes Clear sheet of water 1 ', 1 .5', 2', 3, 4', 5', 6', 7', 8' Rate: 1 GPM per inch Nozzle Options 125 - - 4 75- ,--' -..._N':_i�Ler.uts._.. .- _. • 625T W 1- il — cr v Standard Nozzle Sizes L"feed 1", 6", 9", 12" • IL_ Inlet Fitting: Receives 2" pipe 2.5 Standard Back Fed (1 / 8 ft) Standard unit dimensions Alternate Bottom Fed (specify) Bottom Fed (2 Inlets / 5 ft.-8 ft) Custom Sizes Et Shapes are Unlimited. Contact GAWC for details. 1 Z ,, ,Lkoar....„.._ _ . . 41117 iii ,..xr 74 -„� :44...,:t.,,,,--< "M 't.. i",-7,/,'.,,`:.. y ...'1:f• Custom Nozzles Available Radius cuts to template or your specification at factory on standard units. No Up Charge! \ CONCAVE �� Compound Radius CONVEX klailin`_ ,NtidreN: P.O. Box 5375 Spring Hill, FL 34611 Toll Free 888-683-0042 shippintz address: he Toll Free Fax 877-683-3442 Email sates®gawcinc.com 13755 Sakera Road Great American www.gawcinc.com Ilud'on. FL 34667 Waterfall Company ' SHEER DESCENTR• TECHNICAL INFORMATION Waterfall Height Specification Waterfalls naturally narrow as they fall.Waterfall height specifications fo Aeach Sheer Descent Waterfall unit are represented below. • it ,r tr ,, A) Length of Sheer Descent Waterfall fixture. i 1e(c) i! f l,n,, i B) Recommended waterfall height from the = \ (B( (c► i 1 x '�I (B) \ Ti! 1 lip of the Sheer Descent fixture to the 1 I I ` ` (e) pool water surface. � ) (o) .6' C) (0) (0) C) Width of the sheet of water at the pool (A) (A) water surface(when installed at the .__x recommended height)mentioned in item B. 1 1 D) Maximum waterfall height. 36:E) Width of sheet of water at the maximum waterfall height. I (c)a(0 1 _(c)6(E) (0) (e)s(o) .r. Water Flow Requirement Chart Hydraulic Guideline Chart Feet of Projection • Use minimum of 11/2" pipe. • Use minimum of 2"pipe for runs over 60'or if Sheer Descent unit is over 5'. 3 1 2 • Dedicated plumbing lines are recommended. o \ u ` Maximum recommended flow(In U.S. Gallons) c 2 1W for 60 GPM Si . 2" for 100 GPM t'- 21/2" for 140 GPM 1- 3" for 225 GPM Typical pump performance at 50 feet of head ' HP = 26 GPM 3/4HP = 58 GPM 7 8 9 1215 20 1 HP = 68 GPM Gallons per minute per foot 11/2 HP = 93 GPM 2 HP = 106 GPM Guideline is for 1 ft. to 4 ft. models 3 HP = 140 GPM Pump Sizing and Installation Options One of the advantages of the Sheer Descent Waterfall is the ability to provide a continuous sheet of water with a minimum of water flow.A standard four foot model,for example,requires only 40 U.S.gallons per minute to operate. In order t•I size your pump properly, refer to the Water Flow Requirement Chart. In most cases,a properly sized standard swimming pool pump will operate the Sheer Descent Waterfall and filter the pool with little loss of total water turnover.As a general rule of thumb,the Sheer Descent Water- fall requires approximately 10 U.S.gallons per minute per foot with little head loss. For a more dramatic , uHwu PAGE 02 Head Loss Values for GAWC products cf) co . /_ (,) u) ci) .7r. .0 ci)a� a�,_ 6 o a3 a� o 03 o ' ' -C E E o o o Q 0 Q o o 0 o o cu .al > > Cl) ( c ) co co LT � C--/-5 -/5 - < Q Q Q Q Q Q Q < Q ,,, Ifi' .09 .03 .42 05 10 .03 0 09 .0 .09 03 25:` ' : .28 �Ob .46 2 - 06 0 .28 :ti. ..::. - 0b • � � .O6 .08 ,.24.",.‘ . .:; .46 . 14 .62 .28 --- , 14 0 .46 6 . 14 . 14 . 18 ani c4.60t- . 18 70 3 .62 6 . 18 0 .62 � ..., . . 18 - 18 24 cvI ' 'r .86 .33 ,98 '66 - 1111 0 .86 .33 -- ,33 ,44 60'" . 70 .46 1 , 7 .92 ---- .46 0 , 70 .46 -- .46 .60 72" ,98 .62 1 .2 ---- .62 0 .98 ,62 ----.- .62 ,82 84" 1 .4 .87 - 1 . 7 .87 0 1 .4 . 87 -__ ,67 1 .2 96" 1 . 7 1 . 1 - 2.2 1 . 1 0 1 . 7 1 . 1 -- 1 . 1 1 ,5 Values are in feet of head usingthe correct for each type of flow rate water fall unit. Also using the recommended size pipe for that flow rate. 1 1/2" pipe for g.p.m. 1 -48 2" pipe for g.p.m. 49- 100 LISTING REPORT Intertek Testing Services N.A. 1366 ADAMS COURT MENLO PARK,CALIFORNIA 94025 lob No 200 1 8420038251 Issued:February 14,2001 Revised:February 20,2001 REPORT NO. 20382512 INSPECTION,TESTS AND EVALUATION OF A GATE ALARM RENDERED TO Smart Pool, INC. LAKEWOOD,NJ GENERAL:This Report gives the results of the inspection,tests and evaluation of Lambo Products Gate Alarms for compliance with applicable requirements of the Standard for Safety of General-Purpose Signaling Devices and Systems, UL 2017, 1"Edition,2000,and Signal Equipment,Consumer and Commercial Products (CSA C22.2 No. 205-M 1983). This investigation was authorized by check No 111400, dated 11/13/00.Production samples in good condition were provided by the client on IIII 3100 and tested at 1TS's Menlo Park,CA, facility. General-Purpose Signaling Devices and Systems,UL 2017, 1"Edition,2000 and Signal Equipment,Consumer and Commercial Products CSA C22.2 No.205-M 1983. Applicant: SmanPoo1 Inc. Mr. Richard Holstein 575 Prospect Street Ph:(732)730-9880 Lakewood,NJ 08701 Fit;(732) 730-9881 A representative sample of the product covered by this report has been evaluated and found to comply with the applicable requirements of the Standard fur Safety of General-Purpose Signaling Devices and Systems, UL 2017,1" Edition, 2000, and Signal Equipment,Consumer and Commercial Products(CSA C22.2 No. 205-M1983). - - Phil Mason Signature: social--Engineer 2/Pt/en _ . John 0.Quigley Signator y c• 911eratt4rts Manager 8 • Printe in china March 2001 I11� Ix I I T 0 St m I r x r0 m y w ra g \1tr� 0y H iso 50) - o5 ti I> < oz ; o y ACCESS �. A A a g o a 0 T z r D ,i m � ; i O `z.� y 1 s A oob ^ to -' z * a ° 017 C- O \ i� o f mo A XXI 17 Z a � or° o XI� D � a0 Ta D0O e• A N mO 0 2 � 8 V� i r rti Zo (-. i,r. zc T2H 5•-0» V. > 1,3 EPTH 'cc..D cn 3. r J 3 I., • 2 Om > Z . 2 -` I� 3N A_ Z!d A m y Ol. XOMddtl 6. w m I r • y m r O, � Q4 'N.--- O t. ht I ki a O/ !g � �\ i • 3 — 2 r _ 1p� o i o Z'il NI f K m0 ,N,. a r XiCcc:c)\ (‘':. . C i. OnD�O m 0 0 `�! v OD0C x rr O Fn• to ey -0 ill q�71Dm I 0 3 D 1 k z m Al IFei r"§ :. g IR a gr) CAA . 4Of y T y • _a a CA CA . a T• T T-P i la T T 0 A New Residence Pool For The 0 p 4. Bell Family 467 waiting Lane-- M --JACKSONVILLE,FL-- p ce i I i , "Al,iii,,,, Vv MAP SHOWING BOUNDARY SURVEY OF LOT 18. BLOCK 11. REPLAT OF PART OF ROYAL PALMS UNIT TWO A AS RECORDED IN PLAT BOOK 31, PAGES 16, 16A THROUGH 16D, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: CHERYL B. HIXENBAUGH REGIONS BANK D/B/A REGIONS MORTGAGE FIRST AMERICAN TITLE INSURANCE COMPANY SHEFFIELD & BOATRIGHT TITLE SERVICES, LLC _...........41...4v",--,_ LOT 10I LOT 9 BLOCK 11 BLOCK 11 S 07'22'46" E 80.66' (MEASURED) FOUND I/2•IRON PIPE INS 0716'02" E 80.65' (PLAT) / FOUND 1/2"RON PIPE NO IDENTIFICATION f� NO IDENTIFICATION - ''I - N 10'DRAAOE ANO UTIUTIL'S EASEMEN T`�••^LLL OB" 1 0.0 \ , � . , C-- - - 1_1.4' PtAST1C LOT 17 METAL PIED 19 BLOCK 11 / \sHED .---�'4 LOT J1 i BLOCK 11 R� 1• ` 34.8' I - 1 23. l X \ / l FRAME Q_ v : COFo1TIDNETt ry,A) W~ / t ro PAD o a O o •' :1,4. ONE STORY ' o 6 rn MASONRY & FRAME ••'1•0)'" "'^� Ki cn POSTED # 467 46 c D.4J U_i w 4 I 10.1' __ 11'--� - 1 3 I. -.LD1 �' . co L2J In i7 .,.• . N ^��1.5' a Nn aO '1�.8'^:'r..'.. 14s' --• 18.0' OD �.Y`'`�..I.'r" CONCRETE` O Z •'.41 25•BUILDING RESTRICTION UNE -01 • PcP 40,14 CO'cr ,.r,. LOT 18 Q "ti: ..' BLOCK 11 )6..v?: pa- (� .. ';r, r X N U7-Ib 02" W 0.2' •. ' -il :r f%ft 7; 337.88' (PLAT) .5'� .E..•Y FOUND I/2 IRON OOUND 1/2•IRON PIPE NO IDENTIFICATION N 07'16'02" W 80.65' (PLAT) NO CEHTIDICATION N 0716'02" W 80.52' (MEASURED) WHITING LANE (60.0' RICHT OF WAY) APPROVEDTHE IMAGE SHOWN IS FOR CONVENIENCE AND SHOULD NOT BE RELIED UPON FOR ANY OTHER PURPOSE NOTES ACCEPTED DY; - Y JOB # 16-025 I DATE OF FIELD SURVEY: 05-09-16 IDATE OF ISSUE: 05-11-16 I SCALE: 1" = 20' CLOSING COORDINATED BY: MAP NOTES: SHEFFIELD & BOATRIGHT TITLE SERVICES. LLC 1. BEARINGS ARE BASED ON THE _-PLAT BEARING OF N 07'16'02` W ALONG THE 6101 GAZEBO PARK PLACE NORTH, SUITE 101 WESTERLY BOUNDARY UNE OF SUBJECT PARCEL. JACKSONVILLE, FL 32257 2. BY GRAPHIC PLOTTING ONLY, THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE X AS (904) 733-7900 SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED JUNE 3, 2013,COMMUNITY NUMBER 120075, PANEL _ 0408K- 3. THIS SURVEY REFLECTS ALL EASEMENTS &RIGHTS OF WAY AS PER RECORDED PLAT. UNLESS _,�j„• lir/ra,Imer,.,n OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED. 7':rlImoranrr Coml.',, 4. THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. CHARLES K CERTIFICATE LEGEND: I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE L - PROPERTY CORNER McINTUSH AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLOREA OBSTRUCTED NO EVIDENCE I� BOARD OF PROFESSONAL SURVEYORS ANO MAPPERS IN CHAPTER 5J-17,FLORIDA 11H ADMINISTRATIVE-COM PU TUANT TO SECTION 472.027,FLORIDA STATUTES. FOUND OR SET PROFESSIONAL SURVEYOR ` I O- CONCRETE &MAPPER/,x507 �U ___ ''l IFfl2CoviNCTONLANe ^!TS 1��/��,,,,,,,//// —X- .. FENCE ORANGE PARF1.32003 CHARLES K. McINTOSH R . RADIUS R- (PH0Ne)5O4-237-1232 REGISTERED SURVEYOR AND MAPPER 15502 STATE OF FLORIDA L .. LENGTH 4 A New Residence Pool For The Z Bell Family --467 Whiting Lane-- y JACKSONVILLE,FL-- 0 '4 Fn MAP SHOWING BOUNDARY SURVEY OF ' LOT 18, BLOCK 11, REPLAT OF PART OF ROYAL PALMS UNIT TWO A AS RECORDED IN PLAT BOOK 31, PAGES 16, 16A THROUGH 160, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: CHERYL B. HIXENBAUGH REGIONS BANK D/B/A REGIONS MORTGAGE FIRST AMERICAN TITLE INSURANCE COMPANY SHEFFIELD & BOATRIGHT TITLE SERVICES, LLC LOT 10LOT 9 I BLOCK 11 BLOCK 11 S .7'22'46" E 80.66' (MEASURED) I "S 0716'02' E 80.65' (PLAT) -_ -- — — — ,-- NO IDENTIFICATION FOUND 1/2'IRON PIPE 'I. ,1 __ NO IDENTIFICATION 0.0 10'°RAR/AGE AND UTILITIES EASEMENT 0.8' LOT 17 /SHED BLOCK 11 / \ I LOT 19 I '%!/1"....,'' i BLOCK 11 Q 34,8• W NAIR IQ • CONDITIONER m J ,A N a PA0 Q v • R b • t 0 !': :s!: k ONE STORY o rn • MASONRY 6c FRAME ••.+ ;`' o w cn POSTED # 467 i o.s W rEA :4•' 10.1' E—R CO Lo •IIA .,..•L a0 lU r7 a �' ,'•'•'' W. n ao �ti.8''::: 44.9 18.0' :* OC Q Z `•'T'`•":'4 :-;�•:,-)CONCRETE-` u BI;HIND RFsmICTION uNE `n O ▪ .,• -J .i' so " •A LOT 18 71 •'s BLOCK 11 N 07'16'02" W 0.2' 337.88' (PLAT) 0.5' •• ' '. FOUND 1/2'IRON PIPE • _ NO IDENTIFICATION N 0716'02" W 80.65' (PLAT) 'FOUND 1/2 IRON PIPE No wENnnoATION N 0716'02" W 80.52' (MEASURED) WHITING LANE (60.0'RICHT OF WAY) THE IMAGE SHOWN IS FOR CONVENIENCE AND SHOULD NOT BE RELIED UPON FOR ANY OTHER PURPOSE fl ':• , ,: At A• I NOTES: twat: -.: 1 i ACCEPTED BY: .c• , - ... A JOB # 16-025 I DATE OF FIELD SURVEY: 05-09-16 'DATE OF ISSUE: D5-11-16 I SCALE: 1" = 20' CLOSING COORDINATED BY: MAP NOTES: SHEFFIELD & BOATRIGHT TITLE SERVICES, LLC 1. BEARINGS ARE BASED ON THE PLAT BEARING OF ____N_.....2116'02" W _ALONG THE 6101 GAZEBO PARK PLACE NORTH, SUITE 101 WESTERLY BOUNDARY UNE OF SUBJECT PARCEL, i JACKSONVILLE, FL 32257 2. BY GRAPHIC PLOTTING ONLY. THE CAPTIONED LANDS UE'WITHIN FLOOD ZONE __ c__, AS i (904) 733-7900 SHOWN ON THE NATIONAL FL000 INSURANCE MAP DATED JUNE 3, 2013, COMMUNITY NUMBER 120075, PANEL 0408Jj.. 3. THIS SURVEY REFLECTS ALL EASEMENTS&RIGHTS OF WAY AS PER RECORDED PLAT. UNLESS A `mow •,, .Irnrr,,,,n OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED. -Y 7]U.•In.vrr.,r,r�Cnmpnn 4. THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE j r� CERTIFYING SURVEYOR. CHARLES K. CERTIFICATE LEGEND: y I HEREBY CERTIFY THAT THIS SURREY WAS MADE UNDER MY RESPONSIBLE CHARGE • m PROPERTY CORNER AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17,FLORIDA OBSTRUCTED NO EVIDENCE A McINTOSH 'I ADMIISTRAT1 PU SUINT TO SECTION 472.027.FLORIOA STATUTES. OFOUND OR SET PROFESSIONAL SURVEYOR 1 .. CONCRETE A ,6 MAPPER/5502 I U _ A I692 COVINGTON LANE 1 —X— = FENCE i ORANGE PARE.FL32003 CHARLES K. MUNTOSH R = RADIUS (PHONE)904-217-1333 REGISTERED SURVEYOR AND MAPPER /5502 STATE OF FLORIDA L = LENGTH nCI , O T. F A New Residence Pool For The W Bell Family S E --467 Whiting Lane-- JACKSONVILLE,FL-- p En En T (7 iT IN 1 o N z I I IX 0 0 1, m Awn, Z m Z (rt 73 Oizx• Om O y IN i 00 r o > v m � � o cI O 00 A Z Z U 3 • m 0 0 A 0 • A m f3 • T N N r ACCESS 'to � � m m � D m m0 n y D o X. 3 m o a m .1 q) � � m 20 -n 0 A ` "to m a O o > _ .1A)v `' O 1, 1, �X) O 0 7 m O v A �f� O a D 0 i � m0 V ' m 01 .�.ct O 0 , a R10 0 � 7,1 O m0 — O r v >Crvl PF _ � t �Na � jr_ I, ,, tiA cR1n �i --1.., o O :iii Z D OrI ��` 1III. VIII z 0 m 0 > , ' .. VIII x n x I DEPTH iiii P n o I N— poi < r I J 3 p D m D I Z n I I O I I A 104 > I 314Csikl.83dOLId uZ I Ol, 'XOLIddVII. ti -Xim 1 � ,. � � I \1 (31 Isb A C D I p mjr-rI I 5 r 0 Imo_ 0 w '_-, 0 I = m I I N mO I v I ? F-0--7-1 I b A m I I 3 ay „f4„.? 'r m N 2 ' /, 1ZD r. Eh 33 III$!