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364 7TH ST - POOL yV :rj s, CITY OF ATLANTIC BEACH PO'{ 800 SEMINOLE ROAD Jlop v~ ATLANTIC BEACH, FL 32233 %01119%' INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: POOL18-0032 Description: Estimated Value: 12000 Issue Date: 9/13/2018 Expiration Date: 3/12/2019 PROPERTY ADDRESS: Address: 364 7TH ST RE Number: 169901 0000 PROPERTY OWNER: Name: NOVAK EMILY E Address: 364 7TH ST ATLANTIC BEACH, FL 32233-5434 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Parry Pools, Inc. Address: 4571 St. Augustine Road Jacksonville, FL 32207 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. r,S.A,vr, City of Atlantic Beach APPLICATION NUMBER JSp. SBuilding Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 AUG 9 pooL� s--0032. Phone(904)247-5826 • Fax(904)247-58451 2U18 p 'iJl9)' E-mail : building-dept@coab.us Datexrouted: 8/ r� City web-site: http://www.coab.us BY.- APPLICATION REVIEW AND TRACKING FORM Property Address: 3 to Le 7 5• Department review required Yes No Builds Applicant: rThTOO Is ///1 C.. p.`lanr�ing &Zonin t Tree Administrator Project: ?Q O(_.- �'Itilic.Wor s .10 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: I�Approved. I 'Denied. ❑Not applicable (Circle one.) Comments: BUILDING • PLANNING &ZONING Reviewed by..:1".4M),(14044_Date: TREE ADMIN. Second Review: ❑Approved as revised. (Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 �, f fly;.. `. Comp. By: SRW '-.'...) )4. Date: 8/8/2018 Public Works Department City of Atlantic Beach Permit No: RESO 18-0047 POOL 18-0032 Address: 364 7th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 9,000 ft2 Runoff Coefficient Area Lot Area Description (ft2) Impervious 24 (ft2 ) "C" Wtd"C'• 9,000 1.00 0.25 Pervious 6,760 9,000 0.20 0.15 Runoff Coefficient(C)= 0.40 Runoff Volume V= 0.40 x 9,000 x 9.3 / V= 2,784 ft3 12 Postdevelopment Runoff Volume: Lot Area (A) = 9,000 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Impervious 4,436 Wtd"C" 9,000 1.00 0.49 %ISA = 49.3% Pervious 4,564 9,000 0.20 0.10 Runoff Coefficient(C)= 0.59 Runoff Volume V= 0.59 x 9,000 x 9.3 / V= 4,145 ft3 12 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 4,145 - 2,784 DV= 1,362 ft3 Retention 7th Street 364 Pool Addition 8/8/2018 f. J4. • Comp. By: SRW Date: 8/8/2018 Public Works Department City of Atlantic Beach Permit No: RESO 18-0047 POOL 18-0032 Address: 364 7th Street Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 9.0 464 0 BOTTOM 58 X 8 9.5 600 266 TOB Elevation Area 60 X 10 Storage (ft) (ft) (ft3) 9.0 0 BOTTOM 9.5 50 13 TOB 50'of pipe Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 650.0 d=depth to ESHWT= 6.0 pf=pore factor= 0.3 Inground Storage= 1170.0 ft3 Required Treatment Volume= 1,362 ft3 Supplied Treatment Volume= 1,436 ft3 Retention 7th Street 364 Pool Addition 8/8/2018 CUSTOMER NAS ELECTED TO USE TUE Notes: FOLLOWING: ALARMS ON ALL DOORS AND WINDOWS Pool Beam To Be 8"Thick Beam To X LEADING TO POOL AREA Pool Area is 358 Sq.Ft. White LED Be Raised 12" BABY BARRIER FENCE Pool Light POOL COVER X PROPERTY FENCING Main Drains Planter 5'-0" Depth Bench 1 (5)Returns 0 ---___.--" Pressure Cleaner Skimmer ‘ 3'-6" / Depth Q Walk-In Steps And Bench 4'x 5'Pool Equipment Pad Residence 01 PIAN Scale: I/8"=I'-0" CLIENT SWEET NAME REVISIONS Cline Pool Permit 144/vo/ri REMARKS 0 ADDRESS SCALE @ II"X 85" ®u I 5/22/18 _ G z / , 364 7th Street DESIGN BY: M.E. PP 3 / / _- 4 / / _ Atlantic Beach,FL 32233 DOCUMENTATION BY: JA. 5 / / f .„,II 5E%/L NTi 5TR.EET (40 R/W) ENO ;i%49P. . ..._ IND I/27PNO SURVEYOR ID (NO .SURVEYOR l0 0,1 FENCE It0'(PLAT) At . SLY LINE 311.30' Ervv l/27P- - 60.00 R/W NO SURVEYOR 1U 1~ 1.0'ITNCE-'' . 9A 11E r� 47t. ti >1 4/ 7 11.0' 16.0' pp ---BKICK Jr5YONACE AREA 0..Jb'LA51 1 CWC Zt N`i� ro \,� �d Y.i W•NOUNLW/Y Q • '8.+% 1IA o 16.008.2 •, •,I !AO ^;1 SI ORY WOO D q I`" I I .6 I c, r cv { �`�1 � -swoov cnrENO. 364 4.z' ��1, s.s' o C7i "• :p ''. .\V.4.\\ \ I -CO C) -pi, az �� \��. ATO!^ACt Q. kJ LLI .,. ig , . (.... r I THE WEST 30 FEET L. y NOCK 8. PIAT NO.1, StIRDIVIS� (ACCORDING TO I • PAGE 69 OF THE I ti'tENCF.-r.__ tt. -6FENCC 0.3 EAST = 1 ! 0.4'FAS1 OF(.INE OF CINE FND I/21P•--- t0.3'FT'NCE lit 60.066fENCE _END 1/271' +� ~ NO SURVEYOR 10 ti0'(PUN) NO SURVEYOR 10 WATER RETENTION APPROVED TOP 60'x10' BOTTOM 58'x 8' /� / DEpTNb" _ SITE PLAN fi 1/v I.ADDITION WILL BE GUTTERED SCALE<> 1" mi 30'-(," 2.GUTTERS WILL RUN TO RETENTION AREA WIT!-I TWO POP OFF VALVES i (� 3.OVER FLOW WILL RUN TO STREET d /( 0.1.AN: City of Atlantic Beach APPLICATION NUMBER js k`' 'A Building Department (To be assigned by the Building Department.) 800 Seminole Road 0Atlantic Beach, Florida 32233-5445 poo L/ cel—0Ot3Z Phone(904)247-5826 • Fax(904)247-5845 p r x.21954 E-mail: building-dept@coab.us Date routed: 8/�[ 1 /8- City web-site: http://www.coab.us f APPLICATION REVIEW AND TRACKING FORM Property Address: 3/0 ( 7± Department review required Yes No c Bulds i f-Rn / Applicant: Too l s //l C. �Japnning &Zorn. Tree Administrator Project: POOL- --Fsublic Wor s Public Safety Fire Services evle rdee$ -'=. r ---t-_. , `15ept Signaau 7 > .. .0..,u .. L‘..,:.: 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. 7Denied. ❑Not applicable (Circle one.) Comments: /1/-ee1140 BUILDING a‘CG I _ v ,(71e0"1-- PLANNING &ZONING Reviewed by:`i64;7. Date: e--6 12 TREE ADMIN. Second Review: Approved as revised. nDenied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 • y_ TREE & VEGETATION AFFIDAVIT A 44, '`- i City of Atlantic Beach _ � Department of Community Development 15" zf,' Planning&Zoning Division 800 Seminole Road Atlantic Beach, FL 32233 '''-‘72-0.1119'''' (P) 904 247-5800 (F) 904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION (X Owner(s) r Legal Authorized Agent* NAME OF APPLICANT Emily Novak NAME OF COMPANY Pratt Guys,Inc. ADDRESS OF COMPANY 6967 Philips Hwy.Jacksonville,FL 32216 PHONE 9047374652 CELL EMAIL Justin@PrattGuys.com CONTRACTOR CERTIFICATION NUMBER CBC056685 • ATLBCH BUSINESS TAX RECEIPT NUMBER MC 772.309 SECTION II -SITE INFORMATION STREET ADDRESS OF PROPERTY 1024 OCEAN BLVD,AI LANTIC BEACH,FL 32233 If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION 5-69 16-2S-29E ATLANTIC BEACH W 30FT LOT 27,E 30FT LOT 29 BLK 8 LOT 27 BLOCK 8 SUBDIVISION REAL ESTATE NUMBER 169901-0000 LOT OR PARCEL SIZE: SQ FT AC • RESIDENTIAL X COMMERCIAL OTHER(SPECIFY) I affirm that / 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-described or ad'acent properties in conjunction with this project. SIGNATURE OF Lit ER SIGNATURE OF OWNER Signed and sworn before melon this-3 b day of g*�' , Z/016 ,by State of pt r.vi i'1 �aJ a k, County of AAv at, 1 Identification verified: pi_ .r/\ 11 ii , ....n. fef f No :lig: 1pflY P�Bi, N At H A N N I E D E L 4� ., i° :+�+_State of Florida-Notary Public ='i, - Commission # GG 126453 %±,to'';`,'MMy Commission Expires otary Signature ��i�����` July 20, 2021 REV-7VA-v10.12 y Commission expires: 7/ /Zl CUSTOMER NAS ELECTED TO USE THE Notes: FOLLOWING: ALARMS ON ALL DOORS AND WINDOWS Pool seam To Be 8"Thick Beam To X LEADING TO POOL AREA Pool Area is 358 Sq.Ft. White LED ,_�._ / Be Raised 12" BABY BARRIER FENCE Pool Light POOL COVER fl. ---..‘\ X PROPERTY FENCING Main Drains ` ' Planter 5'-0" Depth Bench i (5)Returns OS Pressure Cleaner Skimmer 3'-6" -1r� Depth ____7)0 511 Walk-In Steps And Bench 4'x 5'Pool Equipment Pad Residence 01 PLAN Scale: 1/8"=I'-0" CLIENT SHEET NAME REVISIONS Cline Pool Permit MM/DD/YY REMAWcs 0 ADDRESS SCALE @ II"X 85" "fri% YS I 5,22/18 - n 2 / __ DESIGN BY: ME. I 1p" 364 7th StreetP 2 / / 4 / / - Atlantic Beach,FL 32233 DOCUMENTATION BY: JA. 5 / / _ rS�L`Jrl,, S ' CITY OF ATLANTIC BEACH J A800 Seminole Road i� t op)-, Atlantic Beach, Florida 32233 REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date Eial i 1Revision to Issued Permit Corrections to CommentsPermit# P (,��(� Z 3 Project Address (.3614 7 41\ S &rv1c (2 ,2,,e,/, FL I- J Contractor/Contact Name Pt Cvi5., /IC- - .-- �652 Phone G�� Email —5-v )f�},Ig Pie4..11-CVC/.5-CO"'1. Description of Proposed Revision/Corrections: Permit Fee 1 ue $ 5 c�. d L� 1\kAA) $1>k. 121E4A Pr 7,p&sCa' o,, ' A) ia, cty01-1, pc-tai - rt Additional Increase in Building Value $ �-- Additional S.F. 20 S P t^. J ,o{!]r'G� - C By sit!' :, J affirm the Revision is inclusive of the proposed changes. (printed name) / i• � i2 Zo tl • 'o'actor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / _ Denied Not Applicable to Department Revision/Plan Review Comments P`ac.G -/))r Re V i So r. w, 41-, -4-41 4 I v i tO(i r Plan Review -�-4 4 i S , y. drawer: pry c..ommQ/1.-FS' have rto - 1oe-LIA Department Review Required: a ncweriQol ye A. (, uildin nrnng &Zont ►. r� Reviewed By Tree Administrator P 6iic Works Public Utilities W( 2 !/! V Public Safety Date Fire Services 'ri yLy p,,3 S _ CITY OF ATLANTIC BEACH ^ ;`, : ,� 800 Seminole Road car) � Atlantic Beach,Florida 32233 AT-11319'r' REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS j � V Date gq 1 Revision to Issued Permit Corrections to Comments Permit# Pro'ect Address 6 14 7 ! k S •1Li c L ri'ltrj‘" ��J ) Contractor/ Contact Name pit if CS , l� C - 737 -Phone 'q© 6(6 s2 Email -5-v )tyjtg e 'Cv( s-cotA'j Description of Proposed Revision/Corrections: Permit Fee Due $ tJCJ) 91 klt� Pi- 7opcd /00 ( Ai/1� U.''!_ tom, 1Od dr&w r1 I el Additional Increase in Building Value $ `onr'�G,� Additional S.F. 20 S P By si;,!'•:, _, e 5Iye, 0 I) S affirm the Revision is inclusive of the proposed changes. ® v (printed name) Illr/ Ato, Aillill\— 0 '1 1 •z-t7 ife z !firr. ctor/Agent(Contractor must sign if increase in valuation) Date il (Office Use Only) Approved / Denied Not Applicable to PP PP Department Revision/Plan Review Comments Department Review Required: / /' uilding� / / el nning & '-- ] Reviewed By Tree Administrator Public Works ?------ 2_6-- 1 e Public Utilities Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 /� (904) 247-5800 BUILDING REVIEW COMMENTS Date: 8/8/2018 Permit#: POOL18-0032 Site Address: 364 7TH ST Review Status: denied RE#: 169901 0000 Applicant: Parry Pools, Inc. Property Owner: NOVAK EMILY E Email: Billy@prattguys.com Email: eenovak@me.com Phone: 9047337665 Phone: 9045255636 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. The Atlantic Beach Building Department requires the SIMPLIFIED TOTAL DYNAMIC HEAD (TDH) CALCULATION WORKSHEET be submitted for pool plan review. 2 copies. 2. This will also require that a mercury vacuum gauge be installed for the pool final inspection. 3. Inspection inspections to be: 1. Steel/rebar. 2. Equipotential bond/deck bonding. This inspection to be called in by the electrician who has pulled the electrical permit for the pool installation and to be recorded under his electrical permit number, not the pool permit number. 3. Safety inspection to inspect where applicable: fences and gates, alarms at windows and doors, hang over the edge pool alarms that are at least in the box on site and later to be tested at the pool final. 4. I will attach a file that has the documents for the TDH worksheet. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us (� / fC'e v i e w I v�r.v /0-r O c Resubmittal Notes: ��'11Giil2Q/ /31)7 All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date Civi , City of Atlantic Beach APPLICATION NUMBER L� Building Department (To be assigned by the Building Department.) 800 Seminole Road - Atlantic Beach, Florida 32233-5445 poo Li ��QO�Z Phone(904)247-5826 • Fax(904)247-5845 p/ A. ;359r E-mail: building-dept@coab.us Date routed: U/ �i'/k City web-site: http://www.coab.us jj APPLICATION REVIEW AND TRACKING FORM Property Address: 3 4 4 7 Department review required Yes No B // ud il f-Rn / Applicant: Too Is C_ ;Planning_ &Zonin t Tree Administrator Project: 'POOL _-isublic Wor N Public Safety _ Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required of Permit Verified By Date 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. ROenied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING �/}'� (� ,-j Reviewed by: ( � Date: P-- Vi ADMIN. Second Review: A roved as revised. Denied. Notapplicable ❑ PP ❑ ❑ PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ` 'r'/rr Building Permit Application City of Atlantic Beach 800 Seminole Road,Atlantic Beach, FL 32233 n Phone: (904)247-5826 Fax: (904)247- 4 58 5 Job Address: 364 7th St.Atlantic Beach,FL 32233 Permit Number: ("bU L4 (f-O>7 2 Legal Description 5-69 16-2S-29E ATLANTIC BEACH W 30FT LOT 27,E 30FT LOT 29 BLK 8 RE# 1 69901-0000 Valuation of Work(Replacement Cost)$ 12/ C3 O a Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Mo - Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit o No Tree Removal Describe in detail the type of work to be performed: Swimming Pool � 11 • ?t j Florida Product Approval# for multiple products use product approval form Property Owner Information Name: Emily Novak Address:364 7TH ST City Atlantic Beach State FL Zip 32233 Phone (904)716-5007 E-Mail eenovak@me.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: Parry Pools, Inc. Qualifying Agent:Justin Belichis Address6967 Philips Hwy. CityJacksonville State FL Zip32216 Office Phone 904-737-4652 Job Site/Contact Number 904-418-3903 State Certification/Registration#CBC 056638 E-MailJustin@PrattGuys.com Architect Name&Phone# • Engineer's Name&Phone# Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. (Signature of•p-r or Agent including Contractor) (Signature of Contractor) Signed and sworn to affirmed)before me this 10 ay of Signed and sworn to(or affirmed)before me this 30 day of JIA 1�/ , Zv l ,by /1 fie Ja lc ��t ( , -O I $ ,by Pm( p • (Signature of Notary) NATHAN NIEDEL Ftp"Pie •� �,sState of Florida-Notary Public �" "" NATHAN NIEDEL IIIII ��pRY PVA —��•= Commission # GG 126453 ;.p °,-State of Florida-Notary Public .o; • --- •E Commission # GG 126453 PersonallyKnown ORS %;)41�°`�' My Commission Expires ,�� II ,�; [ ) `'‘ July 20, 2021 Jj}'Personally Known OR ,;Fe,t�o�°� My Commission Expires .frrProduced Identificati .r■..w [ )Produced Identification „'m July 20, 2021 Type of Identification: ` Type of Identification: Book 11544 Page 1508 ,/THIS INSTRUMENT PREPARED BY: Bartlett&Deal,P.A. Doc*2003415916 135 Professional Drive,Suite 101 Rooks 11544 Ponte Vedra Beach,Florida 32082 Ness 1568 — 1569 Filed I Recorded 12/23/2103 9905:54 AM RECORD AND RETURN TO: JIM FULLIR CLERK IT COURT Emily E.Novak Y 364 Seventh Street RECORDING f 9.10 Atlantic Beach,Florida 32233 TRUST FUND $ 1.59 DEED DOC STAMP f 2,528.88 RE PARCEL.ID#:169901-0000 WARRANTY DEED TELLS WARRANTY DEED made this 1st day of December, 2003 by PHILIP LANCELOT, UNMARRIED, AS TO AN UNDIVIDED 50% INTEREST; FRANCES AND TONY R. LANCELOT, WIFE AND HUSBAND, INDIVIDUALLY AND FRANCES LANCELOT,AS TRUSTEE OF THE FRANCES LANCELOT FAMILY TRUST DATED JUNE 19, 1997, AS TO AN UNDIVIDED 25% INTEREST; AND TONY R. LANCELOT, AS TRUSTEE OF THE TONY R.LANCELOT FAMILY TRUST DATED JUNE 19,1997,AS TO AN UNDIVDED 25%INTEREST,hereinafter called Grantor, and whose address is 3097 LaReserve Drive, Ponte Vedra Beach,Florida 32082 to Emily E. Novak, UNMARRIED,hereinafter called Grantee and whose address is 364 Seventh Street,Atlantic Beach,Florida 32233. (Wherever used herein the term 'grantor" and 'grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations.) WITNESSETH: THAT the Grantor, for and in consideration of the sum of Ten and NO/100 Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land situate, lying and being in Duval County, Florida, viz: The West 30 feet of Lot 27 and the East 30 feet of Lot 29, Block 8, Plat No 1, SUBDIVISION A, ATLANTIC BEACH, according to plat thereof recorded in Plat Book 5, page 69 of the current public records of Duval County,Florida SUBJECT TO taxes accruing subsequent to December 31,2003. SUBJECT TO covenants, restrictions and easements of record, if any; however, this reference thereto shall not operate to reimpose same. TOGETHER with all the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is free of all encumbrances. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. Pips 1 Form Bagman by AuMmMed Rai Mole awbw,Me.14004.10-12911 031“22J11 I Doc # 2018183913, OR BK 18481 Page 334 , Number Pages: 1, Recorded 08/06/2018 11 : 04 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10. 00 NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. OC31/(F 06 73-2- Tax Folio No. 169901-0000 State of Florida County of ouvaL To whom It may concern: The undersigned hereby Informs you that Improvements will be made to certain real property,and In accordance with Section 713 of the Florida Statutes,the following Information Is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: 5-69 16-2S-29E ATLANTIC BEACH W 30FT LOT 27,0 30FT LOT 29 BLK 8 Address of property being Improved: 364 7TH SZ'.ATLANTIC BEACH,FL General description of improvements: Swimming Pool Owner Emily Novak Address 364 7TH ST.ATLANTIC BEACH,FL, Owner's interest in site of the improvement FEE SIMPLE Fee Simple Titleholder(if other than owner) Name Address Contractor Parry Pools Inc.CBC 056638 Address 6967 Philips Hwy.Jacksonville,FL 32216 Phone No.904-737-4652 Fax No. Surety(if any) Address Amount of bond$ Phone 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 JUSTIN BELICHIS Address 6967 PHILIPS HWY.JACKSONVILLE,FL 32216 Phone No. 804-737-4652 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 Statutes.(Fill in at Owner's option). Name Address • Phone No. Fax Na. I ,�,,, Expiration date of Notice of Commencement(the expiration date is one(1) Q ��� different date is specified): p Year from the date of recording unless a THIS SPACE FOR RECORDER'S USE ONLY � OWN o o'T Signed: DATE /li the dpi 1 Before me this d,.:y of 9'„t l}� (((nnn the d Co.1my of puval,Sta Morita,hasersonally appeared i r •>:i • 1G.w 119�/ r URIC herein by of .�;Z hlmsel/ self and affirms that all statements and declarations herein a e, re are true and accurate „o 6)y Z O s G1;o 17 U?ma me Notary Publ a at Large,State of County of l . (• r"1=• My commission expires:'1/7 p Personally Known or Produced Identification F1. ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: Novak CONTRACTOR NAME • Parry Pools Inc. AND ADDRESS AND ADDRESS: 364 7th St. 6967 Philips Hwy Atlantic Beach, FL 32233 Jacksonville, FL • OWNER: CONTRACTOR PHONE:(904) 737-4652 DATE:8/1/2018 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 F F I C L c'i„„ a. Gallons: 11,381 ;or 1. 11,381 gallons b.Calculated Gallons: 358 (surface area)X 4.3 (average depth)X 7.48 (gal/ft^3) = 11,381 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, ID No? (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not add auxiliary 3. gpm - pool load flow rates together,only the highest is used.) 4. Calculated maximum flow rate 4. 36 gpm _ (Item 2 or item 3, whichever is larger.) 5.§5.5.1:Pipe sizing: a. Minimum suction pipe diameter 5a. 1.5 inches - (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the 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 I with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c.Minimum return pipe diameter 5c. 1.5 inches _ (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.) d.Minimum return branch pipe diameter 5d. 1.5 inches _ (Calculate:Item 4. 36 (gpm)_Branch Pipes 1 (quantity)=branch flow rate 36 (gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than the calculated return branch flow rate.) 6.§5.4.1:Filter type and size: 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:Carted e=0.375, Sand=15,Diatomaceous Earth=2 7. §5.4.2:Backwash valve: _Yes, ❑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 g 6 fps 38 63 90 138 185 238 374 540 Nominal GPM g 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. Inteliflo V/S - b. Pump flow 8b._ 101 gpm (55.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 ' 8/1/2018 Pentair TDH Calculator 411- PENTAIR PENTAIR TDH CALCULATOR Pool Information Pool Volume: 11381 Gal Total Piping Lengths: Turn Over Time: 6.00 Hrs Inlet Side: 60 Ft Suction Lift: 0 Ft Discharge Side: 60 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (consult your local code) Inlet Piping: 2.052 In Branch Piping: 6 Ft/Sec Discharge Piping: 2.052 In Inlet Piping: 8 Ft/Sec Discharge Piping: 11 Ft/SecPiping Head Loss at 31.61 Gal/Min: (not incuding fittings or valves) Inlet Piping: 1.03 Ft Discharge Piping: 1.03 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: 31.61 Gal/Min Branch Piping: 1.5 In Your Head Loss: 6.87 Ft Inlet Piping: 1.5 In Maximum Flow Rate Discharge Piping: 1.5 In at Maximum RPM: 107.68 Gal/Min Ensure the drain cover max flow rating is not exceeded. Head Loss at Maximum Flow Rate: 75.44 Ft System Head Pressure Curve 15 6;4 O 10 03 5 IntelliFlo Variable Speed,VS+SVRS,VF,or VSF-1200 rpm Clean System Desired Operation Point 0 0 10 20 30 40 50 Volumetric Flow Rate(GPM) https://www.pentairpartners.com/marketing/tdh/index.aspx 1/2 ". 8/1/21318 Pentair TDH Calculator Selected Components Components Head Loss at Name Quantity 31.61 Gal/Min IntelliChlor IC-20 1 0.41 Main Drain 1 0.33 Clean and Clear Plus 1 1.36 1 inch Return 5 0.22 Skimmer 2" 1 -0.41 Piping Inlet Discharge Head Loss at Name Quantity Quantity 31.61 Gal/Min 90 degree elbow 12 12 2.35 Tee Through 1 2 0.21 Check Valve 0 1 0.34 Pumps Name Quantity IntelliFlo Variable Speed,VS+SVRS,VF, 1 or VSF All Pentair trademarks and logos are owned by Pentair,Inc.IntelliFlo®,IntelliComm®,EasyTouch®,IntelliTouch®,SunTouch®,and Eco Select."' 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. https://www.pentairpartners.com/marketing/tdh/index.aspx 2/2 • T OFFICE COPY U) U-3 SKIMMERS ce i SWIMU_IP INGROUND SKIMMERS I STA-RITE N cm Ordering Information 0 G Product Description Carton Qty. Carton Wt.(Lbs.) 0SKIMMERS FOR CONCRETE POOLS LU 08650-1403 U-3 Skimmer White w/White Lid&Frame,2 in.NPT with 48 10 I 1-1/2 in.NPT Reducers;Incl.Float and Check Valve,Basket' i I 08650-3403 U-3 Skimmer Gray w/Gray Lid&Frame,2 in.NPT with 1-1/2 48 10 in.NPT Reducers;Incl.Float and Check Valve,Basket;NSF' 08650-3403E U-3 Skimmer Gray,w/Tan Lid&Frame,2 in.NPT with 1-1/2 48 10 in.NPT Reducers;Incl.Float and Check Valve,Basket;NSF' 08650-2403 U-3 Skimmer White w/Tan Lid&Frame,2 in.NPT with 1-1/2 48 10 in.NPT Reducers;Incl.Float and Check Valve,Basket' 08650-1404 U-3 Skimmer White w/White Lid&Frame,2 in.Slip with 48 10 1-1/2 in.Slip Reducers;Incl.Float and Check Valve,Basket' 08650-3404 U-3 Skimmer Gray w/Gray Lid&Frame,2 in.Stip with 1-1/2 48 10 in.Stip Reducers;Incl.Float and Check Valve,Basket;NSF' 08650-3404E U-3 Skimmer Gray,w/Tan Lid&Frame,2 in.Slip with 1-1/2 48 10 in.Slip Reducers;Incl.Float and Check Valve,Basket;NSF' 08650-2404 U-3 Skimmer White w/Tan Lid&Frame,2 in.Stip with 1-1/2 48 10 in.Slip Reducers;Incl.Float and Check Valve,Basket' 08650-4403 U-3 Skimmer White w/White Lid&Frame,2 in.NPT with 48 9 1-1/2 in.NPT Reducers;Incl.Basket w/o float 08650-6403 U-3 Skimmer Gray w/Gray Lid&Frame,2 in.NPT with 1-1/2 48 9 in.NPT Reducers;Incl.Basket w/o float 08650-6403E U-3 Skimmer Gray,w/Tan Lid&Frame,2 in.NPT with 1-1/2 48 9 in.NPT Reducers;Incl.Basket w/o float 08650-5403 U-3 Skimmer White w/Tan Lid&Frame,2 in.NPT with 1-1/2 48 9 in.NPT Reducers;Incl.Basket w/o float 08650-4404 U-3 Skimmer White w/White Lid&Frame,2 in.Stip with 48 9 1-1/2 in.Stip Reducers;Incl.Basket w/o float 08650-6404 U-3 Skimmer Gray w/Gray Lid&Frame,2 in.Slip with 1-1/2 48 9 in.Slip Reducers;Incl.Basket w/o float 08650-6404E U-3 Skimmer Gray w/Tan Lid&Frame,2 in.Slip with 1-1/2 in. 48 9 Slip Reducers;Incl.Basket w/o float 08650-5404 U-3 Skimmer White w/Tan Lid&Frame,2 in.Slip with 1-1/2 48 9 in.Stip Reducers;Incl.Basket w/o float SKIMMERS FOR VINYL POOLS 1 09655-1403 Vinyl Skimmer-White;2 in.NPT with 1-1/2 in.NPT Reducers 32 10 09655-1404 VinylSkimmer-White;2 in.Slip with 1-1/2 in.Slip Reducers 32 10 !I. . 09655-2403 VinylSkimmer-White w/Tan Lid&Frame;2 in.NPT with 32 10 1-1/2 in.NPT Reducers 09655-2404 Vinyl Skimmer-White w/Tan Lid&Frame;2 in.Slip with 32 10 I. 1-1/2 in.Stip Reducers 09655-0010 Skimmer Mount Space Block(for vinyl pools only( 32 0.25 ' NSF Certified.Only skimmers with Float Valve assemblies are NSF approved. Note:All U-3 Skimmers are made with high strength ABS plastic. 284 , U-3 SKIMMERS (CONTD) _ -Im 0 Dimensions and Performance o v CP U3 Skimmer for concrete VI X I 0 5/8" m 4 5/8.. 5 1/8" 1/7 1 23 IT r _2 _rr to I ,!i Mil 8 3/4" 6„ 91/d" 71/7' r 1.1 : -- 83/8"- I 3"A CENTERLINE OF PORTS U3 Skimmer for vinyl 113/4- 191/T 101/4..� 87/8" I/2" 61/4" • 8/7 • �• • X 7,4.. ■ 44 • � • • ii 191/d" t i I I 1 GASKETS 105/4, (2)REQUIRED w 12518- ( "d CENTERLINE OF PORTS See page 610 for replacement parts. 285 c STARGUARD® MAIN DRAINS o MAIN DRAIN FRAME AND GRATE 0 w F- Featured Highlights I StarGuard Main Drains comply with provisions of the ANSI/APSP-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 Product Description Row Rate Row Rate Open Area Floor(GPM) Wall(GPM) (Sq.In.) 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/tong 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(2 pack),white 144 112 15.35 500141 8 in.StarGuard cover w/long ring 12 pack),black 144 112 15.35 500142 8 in.StarGuard cover w/tong ring 12 pack),dark gray 144 112 15.35 500143 8 in.StarGuard cover w/tong ring(2 pack),gray 144 112 15.35 8 IN.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(2 pack),black 144 112 15.35 500146 8 in.StarGuard cover w/short ring 12 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 2 IN.SIDE AND 1-1/2 IN.BOTTOM PORTS ABS 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(2 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(2 pack),gray 288 STARGUARD® MAIN DRAINS (CONT'D) _ Product Description Flow Rate Floor Flow Rate Wall Open Area Il l (GPM) (GPM) (Sq.In.) 47 8 IN.STARGUARD DRAIN WITH 2 IN.SIDE PORT ABS SUMP WITH RING AND COVER 0 v 500115 8 in.StarGuard drain w/2 in.side port ABS sump w/ring& 144 112 15.35 N cover(2 pack),white 500116 8 in.StarGuard drain w/2 in.side port ABS sump w/ring& 144 112 15.35 cover(2 pack),black 500117 8 in.StarGuard drain w/2 in.side port ABS sump w/ring& 144 112 15.35 cover 12 pack),dark gray 500118 8 in.StarGuard drain w/2 in.side port ABS sump w/ring& 144 112 15.35 cover 12 pack),gray 8 IN.STARGUARD DRAIN WITH DUAL 2 IN.BOTTOM PORTS ABS SUMP AND COVER 500120 8 in.StarGuard drain w/dual 2 in.bottom ports ABS sump& 144 112 15.35 cover(2 pack),white 500121 8 in.StarGuard drain w/dual 2 in.bottom ports ABS sump& 144 112 15.35 cover(2 pack),black 500122 8 in.StarGuard drain w/dual 2 in.bottom ports ABS sump& 144 112 15.35 cover 12 pack),dark gray 500123 8 in.StarGuard drain w/dual 2 in.bottom ports ABS sump& 144 112 15.35 cover(2 pack),gray 8 IN.STARGUARD DRAIN WITH 2 IN.SIDE AND 1-1/2 IN.BOTTOM VINYL LINER ABS SUMP 500130 8 in.StarGuard drain w/2 in.side& 1-1/2 in.bottom vinyl 144 112 15.35 liner ABS sump(2 pack),white 0 _ ._,,,,,, 500108 500103 500110 8 in.StarGuard cover 8 in.StarGuard cover 8 in.StarGuard drain w/2 in.side w/long ring w/short ring &1-1/2 in.bottom ports ABS sump w/ring&cover . •,.7. ,,., •.•.• .. • lir 500115 500120 500130 8 in.StarGuard drain 8 in.StarGuard drain w/ 8 in.StarGuard drain w/2 w/2 in.side port ABS dual 2 in.bottom ports in.side& 1-1/2 in.bottom sump w/ring&cover ABS sump&cover vinyl liner ABS sump See page 614 for replacement parts. 289 Z INTELLIFLO® VARIABLE SPEED o HIGH PERFURVANCE PUv1P ce CD Featured Highlights cAn a. •Ability to program exact pump speeds for specific operations—filtering,heating,cleaning,spa jets,water t ��O features and more—reduces energy costs up to 90% CL Select Eftency •8 speed settings and on-board scheduling with timers iPENTAIR LCD screen with keypad for easy programming �. • Ultra-efficient permanent magnet motor design reduces noise and vibration for greater efficiency and "E'^ 00 longer pump life • Fully compatible wtih IntelliTouch®,EasyTouch®, ENERGY STAR SunTouch®Automation and other pool control systems • Operates seamlessly on 50 hz or 60 hz input power. Appliance Flow/speed are constant when operating on 50hz or 60 hz. Efficiency IntelliFlo Variable Speed Database High Performance Pump IntelliFlo Variable Speed pump is the most energy-efficient pump ever, with over 8 years of proven in-field reliability. Protected by U.S.Patent No..7,686,587,7,854,597,D611,430, IntelliFlo Variable Speed pumps combine variable drive D568,340,D606,562;8,043,070;8,469,675;8,573,952 and Patent technology, onboard digital intelligence, and permanent Pending and all corresponging foreign counterparts. magnet motors(used in hybrid cars)to reduce pump-related energy costs by up to 90%. Ordering Information Product Model Voltage Full Load kW HP SF SFHP FREQ. Primary Listings and Port Size Carton AmpsCertifications INPT) Wt.(Lbs.) ENERGY EFFICIENT VARIABLE SPEED(NON-SVRS MODEL) 011018 nteltiFlo Variable 230 16 3.2 3 1.32 3.95 50HZ/60HZ UL',NSF 2,CSA s APSP 2 in.x 2 in. 45 Speed ACCESSORIES 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 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 Poot Filtration Pumps and to Canadian Standards CAN/CSA C22.2 No.108-01 Liquid Systems. Pumps For Swimming Pools Only(Enclosure 3). 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 '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 3). Referto catalog page 45 for a selection of 2-Pole GFCI breakers which offer 6 milliamp personnel protection white meeting 2008 to current NEC Standards for Pool Pumps. 160 INTELLIFLO® VARIABLE SPEED HIGH PERFORMANCE PUMP (CONT'D) 3 Dimensions and Performance cci 7.10 C 100 Z CP 90 - MAX SPEED@3450 RPM FACTORY PRESET SPEEDS 80 -3110 RPM- -2350 RPM 70 SPEED 4-3110 RPM -1500 RPM _ 3 -750 RPM O 60 LL Z III = 50 V 2 Z 40 SPEED 3-2350 RPM O 0a 30 1- 20 SPEED 2-1500 RPM 10 SPEED 1-750 RPM 0 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 Note: IntettiFlo VS+SVRS minimum speed is 1100 RPM 10.78 23.41 ii. UU 1 , --r- -9‘,-=--... r - ,...........- p.s _.-_ file■ i 1�1i1 i 'irimilV j ►t al . 12 50 M_ 1-� • 111111--- .11111 lOI awJ,411.1 Mr ,7ILi_ See page 518 for replacement parts. 161 CLEAN & CLEAR° FILTERS o FIBERGLASS REINFORCED POLYPROPYLENE TANK ce 1— IX a v Featured Highlights t N • NSF listed Ce LL • Unionized connections J • Integrated continuous High Flow"'Internal Air Relief" LL • Chemical resistant tank body • Lock ring with spring-loaded safety latches • Coreless cartridge for easy cleaning • High Flow manual air relief valve Clean & Clear • 1 in.drain and wash out Filter • Single piece base and body design The Clean&Clear Fitter 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 fitters 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' fin Gallon( Carton Carton Area(Sq.Ft.) (GPM Res( Oty. Wt.(Lbs.) 8 Hour 10 Hour 12 Hour CLEAN&CLEAR FILTERS 160314 CC 50 50 5C 24,000 30,000 36,000 1 15 160315 CC 75 75 75 36.000 :15,030 54,000 1 26 160316 CC 100 100 100 48,000 72,000 1 33 160317 CC 150 150 150 72.000 90,000 108,000 1 35 160318 CC 200 200 150 72,000 90,000 108,000 1 35 ' One GPM per sq.ft.shown recommended flow rate.5 GPM per sq.ft. Dimensions and Performance Clearance to remove Filter Module to Note: Actual system flow will depend on NSF plumbing size and other system components. ;.; / t Note: Pentair Aquatic Systems does not iso _ ,/, recommend flow rates above 150 GPM. Dimension Table 4 * Integrated continuous High Flow internal Model ADim. B Dim. ��) air relief is operational onlywhen there is 160314 18' 30' ,`� �„ a P 160315 251rz" 39' \ ��C.;!, A unobstructed flow in the circulating system. ,-�� e. 160316 33' 61' Note:Operating Limits-maximum continual 160317 40-1n" 76' operating pressure of 50 PSI. Pool/spa 160318 40-1/2" 76" (bather) applications, maximum operating water temperature (internal filter) 104°F (40°C). F 15-V" 50 See page 384 for replacement parts. GLOBRITE® WHITE AND COLOR LED LIGHTS UN:ERWATER LED EIGHTS FO SWIMMING POOLS AN- SPAS i z c) Featured Highlights le •The brightest and most efficient = LEDs available GloBrite LED Light Al® m • Can be placed in as tittle as 4 in. Fiberglass Niche S e 1 e C t of water even in the floor pointing up \\Efficiency• / Z • Does not require grounding or bonding PENTAIR 0 for quick and easy installations C) 0 • 5 brilliant fixed colors and 7 4401 r pre-programmed tight shows 0 ,. 1101P•Compatible with IntelliTouch®or ,'.,.' `� GloBrite LED Light EasyTouch®Control Systems for Vinyl Niche advanced control features •Compatible with gunite,fiberglass and vinyl pools GloBrite LED Light Concrete Niche GloBrite LED Lights use advanced technology for energy-efficient,high quality light displays,delivered with enhanced LED brightness and superior optics,white using 18%less energy than other shallow water LED lights.Globrite lights are compatible with InteltiTouch and EasyTouch control systems and IntelliBrite 5g LED pool tights.GloBrite LED lighting is a brilliant way to showcase and enhance pool features like baja shelves,steps,beach entries and shallow water features. Note:Only GloBrite white lights have two dimming levels. GloBrite color lights cannot be dimmed. Ordering Information CorCor Product Voltage Wattage Length Carton Carton Product Voltage Wattage Length Carton Carton (Ft.) Qty. Wt.(Lbs.) (Ft.) Qty. Wt.(Lbs.) GLOBRITE COLOR LED LIGHTS GLOBRITE WHITE LED LIGHTS 602053 12 15W 30 1 5 602102 12 15W 30 1 5 602054 12 15W 50 1 6 602103 12 15W 50 1 6 602055 12 15W 100 1 9 602104 12 15W 100 1 9 602056 12 15W 150 1 12 602105 12 15W 150 1 12 Product Description Carton Qty. Carton Wt.(Lbs.) GLOBRITE NICHES 620040 Gunite Niche for GloBrite(includes white,blue,black,grey and tan rings) 1 1.3 620039 Vinyl Niche for GloBrite(includes white,blue,and grey rings) 1 1.3 620041 Fiberglass Niche for GloBrite(white) 1 1.3 620093 Fiberglass Niche for GloBrite(blue) 1 1.3 620094 Fiberglass Niche for GloBrite(grey) 1 1.3 GLOBRITE COLOR KITS 619993 1 GloBrite Color 100 ft.with 300W Transformer+Gunite Niche 1 25 619994 2 GloBrite Color 100 ft.with 300W Transformer+2 Gunite Niches 1 40 620051 1 GloBrite Color 100 ft.with 300W Transformer+Fiberglass Niche 1 25 620052 2 GloBrite Color 100 ft.with 300W Transformer+2 Fiberglass Niches 1 40 620080 1 GloBrite Color 100 ft.with 300W Transformer+Vinyl Niche 1 25 620081 2 GloBrite Color 100 ft.with 300W Transformer+2 Vinyl Niches 1 40 111 o GLOBRITE° WHITE AND COLOR LED LIGHTS (CONT'D) o UNDERWATER LED LIGHTS FCR SWIMMING POOLS AND SPAS 0 0 Ordering Information w Product Description Carton Qty. Carton Wt.(Lbs.) GLOBRITE WHITE KITS 602106 2 GloBrite White 100 ft.with 300W Transformer+2 Gunite Niches 1 40 602107 2 GloBrite White 100 ft.with 300W Transformer+2 Fiberglass Niches 1 40 602108 2 GloBrite White 100 ft.with 300W Transformer+2 Vinyl Niches 1 40 = TRANSFORMERS(LANDSCAPE AND POOL RATED) 619962 12V-14V 100W 1 12 J 619963 12V-14V 300W 1 12 ACCESSORIES 620314 GloBrite LED Light Glare Shield All Pentair UL Listed underwater tights are certified for use in fresh water with up to 6.000 ppm salinity. Dimensions and Certifications C ® US 112 See page 488 for replacement parts. INTELLICHLOR® W SALT CHLORINE GE\E�ATOR Featured Highlights • Full diagnostic capabilities,including cell life tracking that SeG� . communicates remaining hours of cell life in real-time.Captures lect all performance data daily(production settings,hours of operation, chlorine output,cell cleaning cycles,salt readings,and water djoeNrnia temperature averages). • Push-button operation and easy-to-view displays enable fast checking of salt levels,cell cleanliness,sanitizer output, and water flow • Automatic shut-off feature protects the unit and prolongs cell life under IntelliChtor Salt Chlorine low water temperature conditions Generator Cell • On-time cycling helps prevent calcium and scale build-up to maximize cell life IntelliChtor Salt Chlorinator uses common table salt to • Ability to communicate withIntelliTouchl',EasyTouch'9,and SunTouch® produce all the chlorine a pool needs,safely,effectively, Automation Systems and automatically. Same sanitation performance as • 110 VAC or 220 VAC wiring 1110 VAC only for 1015) manual chlorine addition without the drawbacks. No ▪ Include 2in.unions(IC15unions adapt tolVzin.) need for customers to buy,transport and store chlorine 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 520554 IntelliChlor IC20 Celt(US Version) 1 7 520555 IntelliChlor IC40 Cell(US Version) 4 521105 IntelliChlor IC60 Cell(US Version) 1 16 520556 IntelliChtor Power Center(US Version) 1 13 INTELLICHLOR SALT CHLORINE GENERATOR FOR CANADA 522109 IntelliChlor IC15(Canadian Version) 1 9 520911 IntelliChtor IC20 Cell(Canadian Version) 1 7 520912 IntelliChtor IC40 Cell(Canadian Version) 1 14 520910 IntelliChlor Power Center(Canadian Version) 1 14 INTELLICHLOR SALT CHLORINE GENERATOR ACCESSORIES 520588 IntelliChlor pass-through cell for winter or start-up 1 3 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 nut) 1 1 520734 15 foot extension power cord 1 1 520736 IntelliChtor Flow Switch replacement kit 1 1 521147 IntelliChtor Orings-Pack of Ten 1 1 521248Z 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 521495 IntelliChlor IC15 Replacement Reducer Unions-2 in.to 1-1/2 in.(contains 2 0-rings,2 1 1 couplers,2 nuts) 521633 IntelliChlor Debris Cross Guard-Pack of 5 1 1 10010 IntelliChlor Power Center fuse for IC15 11.5A 250V) 1 1 522745 IntelliChlor Power Center automotive style fuse replacement 110A/58V Mini-blade) 5 1 246 • L_ GENERAL NOTES + T. FOR POOL PLAN.SIZE,DECK EXTENTS.SPECIAL DETAILS.SEE CONTRACTORS POOL PLAN 2 • . ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2017 AND FLORIDA UDDER BUILDING CODE RESIDENTIAL 2017 TOGETHER WITH LATEST REVISIONS AND ANSVNSPI NATIONAL STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSINSPI NATIONAL.STANDARD-3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE-LATEST MINIMUM REINFORCEMENT/3 -SEE STRUCTURAL NOTE 5 3 ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. A BTYPICAL POOL 3'TOB DEEP RRACF ARS 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL.CON6TRUCTION IN CASEMENTS OR TYPICAL SPACED 10'O C.E.W. - `' RECOMMENDED CROSS REQUIRED SETBACK AREAS.POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL 1y DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND SHOTCRETE/GUNITE STEPS OR ENSURE MINIMUM CLEARANCE N ACCORDANCE WITH LOCALREGULATIONS ANO ORDINANCES. BENCHES AS NEEDED'\ �,S 1 - 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO \ I `��;: =MN=UNAUTHORIZED ENTRY INTO POOL AREA. \T ESCUTCHEON PLATE 3'8' WATER 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED.A MINIMUM 7'ATMOSPHERIC BREAK WILL BE PROVIDED.IF AN AUTOFILL ASSEMBLY IS INSTALLED,A BACKFLOW PREVENTER WILL BE REQUIRED ON THE POTABLE1.11PANCHOR SOCKETLEVEL WATER LINE USED TO SUPPLY THE POOL. ".rh 111=,. 8. ALL STRUCTURAL,FILTRATION,AND ELECTRICAL DETAILS OUTLINED N THESE DRAWINGS ALSO RELATE TO EXTRA TRANSVERSE 111=11,_ SPA CONSTRUCTION. REINFORCEMENT-4310'LENGTH 111=III__ �1-, UNDISTURBED 9. ALL POOL AND SPA HEATERS SHALL BE INSTALLED IN ACCORDANCE WITH FBC 454.2.14.'WATER HEATING SPACED ON 10'CENTERS - II SOIL NO VOIDS) LADDER TREADS EQUIPMENT' BETWEEN MAIN BARS. • 1111 SHALL BE 10. TO EMPTY THE POOL FOR ANY REASON,THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED.THE CENTERED ON TRANSITION(MAY �I RUBBER BUMPER SLIP-RESISTANT OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE CONTRACTOR BE ELIMINATED IF NO POOL WALL SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAINPUMPING SYSTEM IN AREAS WHERE TRANSITION EXISTS) -�I GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND. SIMILAR DIRGO LIGHTAL.E WI H DRAIN I��I!I_"II- 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BEN TO NICHE DETAIL PLACE 6'MIN. PRIOR TO FILLING OF THE POOL.FRC R4101.17 LONGITUDINAL POOL SECTION TYPICAL SWIMOUT DETAIL LADDER DETAIL 12 CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED.PLAN/PERMIT ISSUANCE NTS DOES NOT GRANT APPROVAL OF A CODE VIOLATION.2017 FRC 109.1 N.T S. N T.S 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND -FLOOR REINF.AS PER WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GIVEN STANDARD PLAN YEAR. THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW r-- THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE ��'I�,� I " - - ADJUSTABLE FLOOR INLET. MAXIMUM STANDARDS FOR VELOCITY(FT/SEC) ,I=EIER ■,, I 1 STRUCTURAL NOTES FINISHED POOL AFTER NFULL OORCLOSE,IN ETS OPEN '�� f 1(2 TURN(FLOOR INLETS SHALL PIPE SIZE 8 FTIS B FTIS 10 FT/S 1 1 ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40.REINFORCING SHALL BE 93 BARS AT 10'ON FLOOR BE FLUJM WITH POOL FLOOR.) 'T.�-'I i' 18 GPM 21 GPM 26 GPM I I AS SHOWN BARS BENT CENTER EACH WAY WITH 15'LAP JOINT IN WALLS ANO FLOORS UP TO 6 FEET DEPTH.BETWEEN 8'0'ANO 10'0'. Y 2- 3BARS EACH USE AL3 BARS AT 5'ON CENTER VERTICALLY STARTING AT 3'0'DEPTH IN THE AREA OF THE POOL OVER B N 1yl' 37 GPM 50 GPM 62 GPM WAY AND LAPPED TOTAL DEPTH.(ALTERNATE:IFI BARS AT 12'ON CENTER EACH WAY Wf7H ZO'LAP JOINT IN WALLS AND FLOORS 1 1/7 DIA I 18'WITH FLOOR UP TO 6 FEET IN DEPT M;BETWEEN 6'0'AND 10'0'.USE#4 BARS AT 6'ON CENTER VERTICALLY STARTING AT 3D' 7 62 GPM 82 GPM 103 GPM HYDROSTATIC RELIEF =_REINFORCEMENT DEPTH IN THE AREA OF THE POOL OVER 6'0'IN TOTAL DEPTH) NOTE APPLIES TO NORMAL,NON-EXPANSIVE 1 I,I 1 2/4- 88 GPM 117 GPM 146 GPM PERFORATEPIPE BOTTOM(SEE12' .I I I-MN.3' SOILS ONLY.NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID PRESSURE OF 35PCF AND UNIT SUPPLY HEADER GENERAL NOTE 13) - CLEARANCE WEIGHT OF 120 PCF.IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT SEPARATION BARRIER,MINIMUM 3' 138 GPM 161 GPM 227 GPM FROM EARTH COVER SHALL BE 3':WITH A BARRIER(STEELTEX)BETWEEN CONCRETE AND EARTH.MINIMUM COVER SHALL BE 4' 234 GPM 313 GPM 392 GPM -1 B! Iit . 2'. NOTE we-1-1? lg.. i _ 2 POOL WALLS SHALL BE MIN 6'THICK AND FLOORS SHALL BE MIN.6'THICK AND SHALL BE PNEUMATICALLY CONCRETE ENCASEMENT OCCURS B' 534 GPM 712 GPM 900 GPM DRAIN ROCK '-,,�• i, APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS.CONCRETE DECK SHALL BE ONLY AT THE RETURN FITTING. PUMP SIZE WILL VARY DEPENDING ON THE PUMP AUA,1!--,:1 IC 2.500 PSI.CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318.MINIMUM WALL THICKNESS MUST SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE - '••• _I= BE INCREASED FOR DEPTHS GREATER THAN CO'.NOTE APPLIES TO'NORMAL'SOILS ONLY POOL FLOOR INLET DETAIL SPECIFIC POOL NEEDS 1.""(-I I. t 3 POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND.WHICH SHALL BE COMPACTED TO PROVIDE A MAIN DRAIN DETAIL 24.50 STRUCTURALLY SAFE BEARING CAPACITY.ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL N.T.S. OR 0 AND BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL NTS. PROPERLY COMPACTED.WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED,THE POOL MUST BE REDESIGNED • 4 SOILS SHALL HAVE MINIMUM BEARING VALUE OF 2000 PSF. 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS.THE PLANS EXPIRE: DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES.CONTRACTOR % Li SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HAVE THE POTENTIAL TO �4 INFLUENCE FORCES ON THE POOL WALL,OR VICE VERSA -I'I' y,TA 6. SHOTCRETE/GUNITE(WET OR DRY)SHALL BE PROPORTIONED AND PLACED ACCORDING TO UBC SECTION 1922 =Ji MARCH 12, 2019 AND ACI 506.CEMENT TO AGGREGATE.IN DRY WEIGHT.SHALL NOT BE LESS THAN FIVE TO ONE. 7. SHOTCRET/GUNITE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THAN 40F AND FALLING.OR WATER LEVEL(CENTER IF TEMPERATURE IS GREATER THAN 100F.NEVER APPLY SMOTCRETE/GUNITE IN HEAVY RAIN. LINE OF SKIMMER) 8. SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHOTCRETE/GUNITE APPLICATION TO ALLOW HYDRATION AND LIMIT RAPID DRYING OF CONCRETE,AND TO COOL REINFORCEMENT STEEL SPRING LOADED VERTICAL. EQUALIZER FITTING 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE/GUNITE,THE FLOOR SHALL BE W/VGBLOMPLIANT TOCHECK EQUALIZER VALVE --. 17:1GRATE(IF INSTAL(ED) RESIDENTIAL POURED PRIOREINO CONSTRUCTION OF THE WALLS.FOR SHOOF THE/LII FLOORS.APPLICATION SHOULD GENERAL NOTES A N D COMMENCE IN CORNERS AND WORK TOWARDS TME CENTER OF THE POOL FOLLOWING WALL CONSTRUCTION. TO PUMPSUCTION��11._I. J IAI}/)� 10. IF EXPANSIVE SOILS(CLAYS)ARE ENCOUNTERED,THE SIDES AND BOTTOM OF THE POOL EXCAVATION MUST SE -III VACUUM FITTNG-SEE 63rtiT VONtO 77 DETAILS IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE/GUNITE. NOTE 3 BELOW ]�Lf 1 11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40.LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS.ALL El3W.<" C•�Z ..'� NOTES' -ys7T�F e/I:tMfi-Bij- BENDS MUST BE SHARP.UBC SECTIONS 1907,1912.AND 1924 SHALL BE USED AS A GUIDELINE. 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS N THE UO.THROUGH AN :�``` ., \l•C/ys ••.F'�••! 12 LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETEJGUNITE SPRAY DIRECTION.NOT SIDE-BY-SIDE ENGINEERED VENT PIPE.OR INCORPORATE AN EQUALIZER LINE. "-v PERPENDICULAR TO SPRAY. N� , A z PRATT GUYS,INC. 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRETE/GUNITE FACE TO 2. EQUALIZER LINES.WHEN USED,SHALL BE LOCATED ON THE WALL A I/G THE CENTER NO MORE THAN 1B BELOW THE MAX OPERATING LEVEL IT SHALL BE PROTECTED BY A VGB COMPLIANT COVER/GRATE.IF 'x6714 _ 6967 PHILLIPS HIGHWAY REBAR SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETEJGUNITE THICKNESS MINUS 3'. THE EQUALIZER LINE AND FITTING ARE NOT INSTALLED.THE SKIMMER PORT MUST BE PLUGGED. �1 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURVATURE OF THE WALL,I-a4 3. WHEN USED.VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6' t = JACKSONVILLE,FL 32216 BAR MAY BE SUBSTITUTED FOR 2-AL3 BARS IN ORDER TO MAINTAIN A MINIMUM 2.5 NCH SPACING. AND NO GREATER THAN 12'BELOW THE MINIMUM OPERATIONAL WATER LEVEL ANO BE FITTED WITH A 15. UP TO 2'DIAMETER PIPING MAV BE PLACED IN THE LOWER OUTSIDE CORNER OF THE BOND BEAM PROVIDED A SELF CLOSING.SELF LATCHING FITTING IN ACCORDANCE WITH IAPM O SFS 4, = •• TE OF ; 904-7374652 MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL REINFORCEMENT. '% '6c J CPC056638 16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED. SKIMMER AND VACUUM FITTING DETAIL R I p P,:���CQ,= 17. IF A RAISED BOND BEAM EXCEEDS 2'0'AND SERVES ASA RETAINING WALL FOR SOIL.THE RAISED PORTION ' �N ...Nf� uAc SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES. [ V\. NOT 10 uAtR own k�F� EMI AA, SHEET 1 OF 4 APPROVED Bt + / Y • 3'MIN(TYP.) EXPANSION JOINT r-I1' T DECK SLAB- VINYL C I/2'WHITE VINYL JOINT - � �IIIIIIIIII, MM.MIIIIIIIID 4.-' DECK SLAB 6' 3 STRIP(N/A FOR PAVER GWATER LINE TILE. DECKS) I -TILE - I m IN. n�'�lill`L ;Pigae io CONCRETE DECK(OPTIONAL)... alVIT VIMIIMV■ T WITH SLIP RESISTANT TOPPING _ 4_• q SEE STRUCTURAL NOTE 15 ALTERNATE LOCATION OF ON COMPACTEDLGROUND WRIAH .., =— BOND BEAM REIN.3-W- BOND BEAM BAR(TY'P) ALL ORGANIC MATERIAL „i—I BARS(TYP.FOR ALL REMOVED.4'THK.WITH FIBER I , , BOND BEAMS) MESH.6•WITH 03 REBAR // o TYPICAL WALL RETURN.ORP VACUUM FITTING.WITH '_• Lj 0 3 EA#3 REBAR CONTINUOUS 18' 2 Z LAP SPLICES AS NECESSARY WATER STOP FLANGE O 3 CANTILEVER DECK DETAIL COPING DETAIL 7• LIGHT FIXTURE 6 2:.1 NICHE Z MIN. N.T.S N.T.S. • - MIN. —R•6'WHENH=3'-0' A. RADIUS INCREASES 6'FOR EACH 1'OF DEPTH<S- 2-03 EACH WAY —_.... R<2'-0'WHEN H•SO' F RADIUS INCREASES 1'FOR EACH 1'OF DEPTH>5-0• 4 STD.REMF.: LL QUARTZ AGGREGATE PLASTER FINISH 03 REBAR�1 10'O.C.BAN.MIN. 1 SHOTCRETE/GUNITE 6' — COVER 3'(EARTH SIDE),2' 1 WAIL ___ - EXPANSION JOINT DECK SLAB . (POOL SIDE) REFER TO 6-MIN SHELL 4 STRUCTURAL NOTE 0I FOR v `! LIGHT NICHE DETAIL '. imum ALTERNATE SCHEDULE. moi— ,—BEND BEAM DOWN N.T.S. 2' BOND BEAM BARS 1 TYPICAL POOL WALL SECTION 63BAR BEND 4 SCALE:N.T.S AS SHOWN / i - 91=4-11 O 343 r SPA WALL SKIMMER DETAIL MINIMAL BOND BEAM MI N.T.S. SCHEDULE N.T.S NOTE:MAY BE USED WITH DEPTH OF CONCRETE SAND.GRAVEL.OR ROCK — WATER FT THICKNESS SOIL CONDITIONS ONLY. INCHES 10•MIN. 3.0 6 - E 6•MAX WATER ALTERNATE TROUGH PLUMBING LOCATION 3.5 6 WI � Ili LOCATION SEE SPA WALL SCH AT GRADE V—._. -.AT GRADE 4.0 8 SEE STRUCTURAL Ir 45 10 2-03 BARS H NOTE 15 ,,— I -1 u' }l.� '°R' "° �� - _ L . PLANS EXPIRE: 5.0 10 n' 1 WATER A OR ELEVATED • NORIZ.REIN.03 BARS B' I I Y L_- TROUGH REINFORCEMENT#3-VERTICAL O.C.FOR FREE STANDING ` _ 10 INCH CENTERS. WALLS TYPICAL REINF. OR MARCH 12, 2019 VERT.REINF.SEE SPA NOTE.GREATER WALL I 10'O.C.E.W. WALL SCH. I THICKNESS(T)OR • el 2 N DOUBLE CURTAIN /J a REINFORCEMENT MAY io BE USED IF REQUIRED FOR AESTHETICS OR - '� SHEER DESCENT DETAILRESIDENTIAL PLUMBING N.T.S. €49.1l� FLOOR REINF.CONT. Certificate I Authority No.28177 STRUCTURAL DETA. ILS FROM SPA TO POOL 4337 FAB ()mowpT,SURE 101 \ MIN. TI LAP EITHER IAC D"2 1k, SPA DETAIL DIRECTION 2�9 R N.T.S ,°'P�;• \CEN0%/� \ % PRATT GUYS,INC. a 13' 6967 PHILLIPS HIGHWAY * • ��• JACKSONVILLE,FL 32216 .• * E 904-737-4652 &F CPC056638 s(=3'\•<OR1DA• •���: owc8F_O • �! \C� NOT TOSCALE SHEET 2 OF 4 , OwoB xi ''"„„ IAL ,'' 311-MIN.(EDGE OF OUTLET) 30P MIN.(EDGE OF OUTLET) - .'J'0`AAN.(EDGE OF OUREli •• _ • .. . .... : 1 =J . ... III fx._ ,.... ......,. • VELOCITY=6 FTIS \Jl- _ ... , •- SCM 40 SCH 80 NPPE M(GPM( MAX(GP%I( SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP DIAMETER (GPM) (GPM) 63 2 tl2' 90 79 • • 3• 138 124 •- • •- _ 4' 6' 238 540 215 • • 488 I I OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO DUAL PARALLEL OUTLETS TO TWO PUMPS PUMPS IN PARALLEL NOTESSINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS 1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. AM,sta.. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. - 3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST EQUAL TO THE SYSTEM'S MAMMUM FLOW RATE. 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE Sr SEPARATION REQUIREMENT.I.E.ONE(1)ON THE BOTTOM AND ONE(1)ON THE ��,������� ^ VERTICAL WALL.OR ONE(I)EACH ON TWO(2)SEPARATE VERTICAL WALLS. 4 (C DUAL SUCTION OUTLET ARRANGEMENTS LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP NOTES'. 3'0'MIN.(EDGE OF OUTLET) 3'0'MIN.(EDGE OF OUTLET) 3'0'MIN.(EDGE OF OUTLET) 1 SINGLE CHANNEL OUTLET:3'OR GREATER IN WIDTH AND 3?OR GREATER W LENGTH(APPLIES TO PERFORATED AREA) 2 SINGLE UNBLOCKABLE OUTLET.SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE 99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION :"a-F •=z7F. 01:.._1• 11 4 --- ....-.. ENTRAPMENT HAZARD.THE TORSO IS REPRESENTED AS A RECTANGLE 16 X 23'WITH CORNERS OF RADIUS 4. __ __ _= a _= SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS IT 90•BEND(TYP. 2'TEE OF 2) 1 T AIR GAP(MIN.)1 f. MAXIMUM UNDERWATER <IF' /' - ,,,:`.' OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL LENGTH OF VENT PIPING.30 2'VENT SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPINGFEET FROM TEE ON PIPING SUCTION PIPING TO AIR GAP • SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. NOTES: 1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. TO SUCTION PIPING LABEL VENT FOONOT-.POOL SAFETY DEVICE-DO NOT HANDLE' 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. 3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHALL BE AT LEAST TWICE THE SYSTEMS MAXIMUM FLOW RATE. VENT,LINE DETAIL THREE-OR-MORE SUCTION OUTLET ARRANGEMENTS SUCTION OUTLET II PLANS EXPIRE: NOTES' DEBRIS OUTLET MOUNTED 1. ALL COVER S/GRATES SHALL COMPLY WITH ANSI/ASME AlAl12.19.8-LATEST,'SUCTION FITTINGS FOR USE IN IN POOL FLOOR SWIMMING POOLS,WADING POOLS,SPAS AND HOT TUBS'RECOMMENDED:GRATES SHOULD BE INSTALLED MARCH 12, 2019 WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROUGH THE GRATE(S). 2.SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSUAPSP-7.LATEST-THE FOLLOWING "..............> METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSUAPSP-7:A)SURFACE SKIMMING OR OVERFLOW SYSTEMS THAT PROVIDE 100%OF THE REQUIRED SYSTEM FLOW,B)DUAL SUCTION OUTLET SYSTEMS:C)THREE-OR-MORE SUCTION OUTLET SYSTEMS:D)SINGLE UNBLOCKABLE SUCTION OUTLET SYSTEMS;E)SINGLE OUTLET SWIM JET SYSTEMS(TESTED AND LISTED AS CONFORMING TOASME/ANSI SEE NOTE 1 BELOW RESIDENTIAL A112.19.8),F)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN ACCORDANCE WITH ANSI/ASME A112.18.8-ATESTttttttt� SUCTION OUTLET NOTES AND ASTM F2387-04),G)GRAVITY FLOW TO A VENTED COLLECTOR TANK;H)OUTLET SUMPS IN SERIES;I)OR IllaniOTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND IS APPROVED BY THE Certificate of AuOarrty No.28177 AUTHORITY HAVING JURISDICTION CIRCULATION LINE TO LEAF 433 R59110)WR T,SUITE 101 AND DETAILS 3.BRANCH SUCTION PIPING(DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS)SHALL BE SIZED TO CANISTER I RECIRCULATION IL�E l� ALLOW MAXIMUM VELOCITY OF SIX(6)FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED.ALL OTHER S' 11 1.q5 SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT(8)FEET PER SECOND. NOS, MINIMUM PIPE LENGTH 18- NOTE. 7� ,Y' 4.POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING.BROKEN.OR LOOSE. Q Ar-:��C E r ys•n•.•�'•'� 5.SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN 771E DEBRIS SUCTION OUTLET AND THE PUMP.AI `( `' V�1 i PRATT GUYS,INC. THROUGH A COMMON LINE TO THE PUMP. ONE(1)ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18'FROM THE gj ': ••• !- 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE EXITING OUTLET. $ 6967 PHILLIPS HIGHWAY 7.FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO TEE IN THE SUCTION LINE TO THE PUMP(S);S)AN ENGINEERED VENT SYSTEM;C)A LISTED MANUFACTURED - : 14 SAFETY VACUUM RELEASE SYSTEM. _ JACKSONVILLE,FL 32216 CLOSER THAN 15 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/GRATE OR SUCH THAT THE .1* SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CONTROL FLOW THROUGH = t. 1 ; *i 904-737-4652 THE OPEN AREA OF THE COVER/GRATE. OUTLET SUMPS IN SERIES1,15\ TCPC056638 ';C,f13,1•,•"1�`•i'i{q+•AI'•`I5l' .101/005x8 SHEET 3 OF 4 APPROVED a1 l�_,-/ �C/ 1"IIIYHL•" i0..• / •''l ill/lllllllHlll,rlt,,''''1'' i ENERGY EFFICIENCY NOTES: ELECTRICAL NOTES'. ti •• • I. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC - ' tOLTAGERMET REQUIRED FOR•• • 1. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL AND AND•• ARTICLES 250 AND 680.ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL LOW-VOLTAGE INSTALLATIONS ONLY PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE. ACCORDING TO A PRESET SCHEDULE.EXCEPTIONS INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL IA). WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION PARTS ARE BONDED PER NEC ARTICLE 250 AND 680 BOND TOGETHER REINFORCING 1.5. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR-AND'NASTE-HEAT RECOVERY © ________ �•-- POOL SYSTEMS BARS USING STEEL TIE WIRES.BOND ALL METAL PARTS TO POOL REINFORCING BARS 1.. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE USING B8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE.BUT ARE NOT LIMITED .V GENERATIONTO LADDERS.RAILINGS,PIPING.CONDUIT.METAL DOOR FRAMES AND METAL PARTS AAA///////////////A///////////////////// \ 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE WITHIN 5'OF INSIDE WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD.LISTED iAlir //'////'///////////�////'////'///I� I PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE.GROUND STEEL COLUMNS(I.E. 'I EQUIPPEDIQUIDCWITH A VAPOR-RETARDANTTHANSPR COVER ON OR AT THE WATER SURFACETIO. A FOR TOWERS OR SLIDES)PER NEC ARTICLE 250 AND 680 AND NFPA 780.IF REINFORCING '''/""/"/"'/"//'/""/'/"'//""/ // LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS.EXCEPTION: �! \ // ( OUTDOOR POOLS DERIVING OVER 70%OF THE ENERGY FOR HEATING FROM A BARS ARE ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND.CONTACT ENGINEER /// \ / I REFER TO SITE-RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN BEFORE PROCEEDING . `300 WATT OPERATING SEASON. 011 3'MIN.FROM I/SIOE WALL UNDERWATER / ( NOTE 4 J. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: 2 THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250 II LIGHT / L 34 POOL PUMP MOTORS SHALL NOT BE SPLIT-PHASE.SHADED POLE OR CAPACITOR AND 680.IN ACCORDANCE WITH THIS,UNDERGROUND WIRING SHALL NOT BE PERMITTED START INDUCTION RUN TYPES UNDER THE POOL OR WITHIN 5'HORIZONTALLY FROM THE INSIDE WALL OF THE POOL. ,'; 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER(HP)OF UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT ARTICLE 680.ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10'FROM THE INSIDE ��p �#� �,� TWO OR MORE SPEEDS.THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO WALL OF POOLS.ALL RECEPTACLES WITHIN 20'OF THE POOL SHALL HAVE GFCI n.•/// • T MORE THAN 3OF THE MOTOR'S MAXIMUM ROTATION RATE PROTECTION.ADDITIONALLY,ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED. `l-' / 3.G POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT ( POOL PUMP AT A MINIMUM OF TWO SPEEDS.THE DEFAULT CIRCULATION SPEED LESS THAN 12'ABOVE MAXIMUM WATER LEVEL. SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE I � � I CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR 1 IF APPLICABLE,PROVIDE 812 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER j 01 BONDING CONDUCTOR / I 24 HOURS.WHICHEVER IS LESS EXCEPTION.SOLAR POOL HEATING SYSTEMS LIGHTING CIRCUITS LESS THAN 8'IN LENGTH.FOR 12V CIRCUITS B TO 151N LENGTH, //// REFER TO NOTE 07 / / ( PROVIDE N8 AWG CONDUCTORS AND GROUND.FOR 12V CIRCUITS GREATER THAN 10, j / SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE BUT LESS THAN 25'IN LENGTH,PROVIDE B6 AWG CONDUCTORS AND 05 GROUND.NO 12V I // I SOLAR HEAT GAIN. CIRCUIT SHALL BE MORE THAN 28'IN LENGTH. I // "i"""""/"///"""//'////"�// L 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH /`//// //"'///""//�///'�/'/'//////////�/ I. APSP-15.'AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND 4 OPTIONAL:ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125-VOLT 15- ` /////IMIrir '////'////'///////////////////J' i SPAENERGY EFFICIENCY' OR 20-AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH CIRCUIT.RECEPTACLE \ _._.—._._ _._ SHALL BE LOCATED NOT LESS THAN 10 FT.FROM AND NOT MORE THAN 20 FT.FROM THE ._. TO GROUND FAULT CIRCUIT—, INSIDE WALL OF THE POOL.THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT. . INTERRUPTER THEN TO POWER 6 IN.ABOVE THE FLOOR.PLATFORM,OR GRADE LEVEL SERVING THE POOL. BONDING GRID REFER TO NOTESOURCE WITH TRANSFORMER 4'MIN. 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL JUNCTION BOX EQUIPMENT,IF APPLICABLE. TYPICAL SWIMMING POOL BONDING GRID PLAN RIGID,IMC OR NON METALLIC ■ 6 AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING #8 AWG COPPER WIRE CONDUIT I SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA FOR THE ENTIRE POOL PERIMETER.THE BONDING GRID MAY BE COMPOSED OF STEEL TIMECLOGK BRASS OR NON METALLIC �� REINFORCING RODS(REBAR).OR#8 BARE,SOLID COPPER CONDUCTORS.6 X 6 X 10 I. CONDUIT OR APPROVED Lhhhuh1hui1 WELDED WIRE FABRIC(MESH)IS ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS 41 rYrYraVaA.�■ EQUNALEM AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR BB SOLID T. ERVIC COPPER JUMPERS.THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH JUNCTION SPST ■ Z CONTACT OR WITHOUT PROPER COVER.THE INSTALLATION MUST BE IN ACCORDANCE BOX TOGGLE 300 WATT UNDERWATER LIGHTS SHALL BE NEC. I 3 WITH 680.26(C).NATIONAL ELECTRIC CODE(NEC-LATEST VERSION)AND FLORIDA SWITCH APPROVED AND SHALL FEATURE STAINLESS STEEL BUILDING CODE(FBC-LATEST VERSION)Wi LATEST AMENDMENTS. 4'MIN. FORMING SHELL WITH BRASS MOUNTING RING. DISCONNECT • SHELL SHALL HAVE A 1'NPT CONDUIT WITH OPENING 7. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TOME BONDING GRID DEFINED IN PACKING GLAND.LIGHT SHALL BE HOUSED IN A )11 NOTE B6,ABOVE.AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE B8 AWG m ■ PUMP STAINLESS STEEL ENCAPSULATION BOLTED TOALip BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES CHROME PLATED FACE RING FOR COMPRESSING OF � BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING POOL DECKII ` A 360'DOUBLE WALL SYNTHETIC GASKET. 7� POOL OR SPA.THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO 12 V TRANS NOTES" COMPLIANCE WITH S.680.26(C)OF THE NEC(2017),NEPA 20.ADOPTED BY REFERENCE WITHIN FBC. 1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC- 3 4t2 IN 'COND. LATEST SS LIGHT FIXTURE&NICHE IN/COMPRESSION HUB B 300W.12V LAMP OR 120 VAC W/GFCI PER NEC 11 12V/300W WITH LOW WATER 2. BOND ALL SHEATHED CABLES.RACEWAYS.METAL PIPING — ---- 12V1CUTOFF OR 120 VAC W/GFG ANO ALL FIXED METAL PARTS NOT SEPARATED BY B8 AWG PRESSURE GROUND PER NEC PERMANENT BARRIER,IF WITHIN 5 FT HO RIZONTALLY FROM CONNECTOR TO COMMON PLANS EXPIRE: WATER,12 FT VERTICALLY OF MAX WATER LEVEL. BONDING WITH REINFORCING ELECTRICAL DIAGRAM STEEL OR PLUMBING POOL LIGHT DETAIL MARCH 12, 2019 INCOMING POWER SUPPLY JUNCTION BOX(IF USED) SERVICE PANEL LADDER,HAND RAIL, TRANSFORMER DIVING BOARD,ETC, POOL LIGHT POOL LIGHT r� NEUTRAL BAR - / I �- NI HEATER CASE F=11 LI TO GROUND �! / I I �.�.� RESIDENTIAL PRIMP _J METAL CONDUITS POOL 1 I CONTROL 1•V�� y ELECTRICAL NOTES REINFORCING PANEL MOTORrIlI OR PIPING SYSTEM STEEL II e°III Certificate of AutNorBY No.2817] AND DETAILS GROUND BAR 43 MALROBRI SURE 101A NEUTRAL BAR r'�."�.. TRANSFORMERIJ'� FLEXIBLE •CORD ■ ,,�90�i25.9] '' 6 j.���:C i .........•CO4\ .••''CEN'•. t<s • . •-Ill ,/ GROUNDING TERMINAL —• /�,Q�/ II S�••••.vp''s_ PRATTGUYS•INC. PUMP Moron • 6967 PHILLIPS HIGHWAY Be BOND To Be BOND TO I _ N B 16 _ JACKSONVILLE,FL 32216 STRUCTURAL STEEL STRUCTURAL A* GROUND BAR B8 BOND IN STEEL *s PVC CONDUIT 9�•737-Q6FJ2 CONTROL PANEL r i- 13 : 1 , S,�JFFI�•Q. CPC056638 TYPICAL GROUNDING SCHEMATIC TYPICAL BONDING SCHEMATIC ",?'ox,• .� •I•?:•` `��`'`` S•• .... � AVO.BV M"L "° ° ° SHEET 4 OF 4 'gnAnnun,nl