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1865 LIVE OAK LN - POOL t') ; , CITY OF ATLANTIC BEACH "• 1-) 800 SEMINOLE ROAD '�`� "r ATLANTIC BEACH, FL 32233 .=1 0.itic) INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: POOL17-0010 Description: install pool Estimated Value: 20000 Issue Date: 8/16/2017 Expiration Date: 2/12/2018 PROPERTY ADDRESS: Address: 1865 LIVE OAK LN RE Number: 172020 1410 PROPERTY OWNER: Name: VARKONDA KERRY G Address: 1865 LIVE OAK LN ATLANTIC BEACH, FL 32233 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 0 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. * 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. I Permit Conditions City of Atlantic Beach Permit Number: P00117-0010 Description: install pool Applied: 5/24/2017 Approved: 8/7/2017 Site Address: 1865 LIVE OAK LN Issued:8/16/2017 Finaled: City,State Zip Code:Atlantic Beach, Fl 32233 Status: ISSUED Applicant: <NONE> Parent Permit: Owner:VARKONDA KERRY G Parent Project: Contractor: <NONE> Details: LIST OF CONDITIONS SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 5/26/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 5/26/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 3 5/26/2017 POST CONSTRUCTION TOPO INFORMATIONAL SURVEY PUBLIC WORKS Scott Williams Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. li 4 5/26/2017 POOL WELLPOINT INFORMATIONAL PUBLIC WORKS Scott Williams (Notes: I 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. 5 5/26/2017 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.). Container cannot be placed on City right-of-way. 1oft •j Printed: Wednesday, 16 August, 2017 Permit Conditions City of Atlantic Beach 6 5/26/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 7 5/26/2017 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. y Printed:Wednesday, 16 August, 2017 2 of 2 j 01-$111 City of Atlantic Beach APPLICATION NUMBER JsAfr, Building Department (To be assigned by the Building Department.) )s.` 800 Seminole Road POOL tl- —©D I 0 fl Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 j 0 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � J S Ltv Ocel_. Ln . Department review required Yes o (Buildin Applicant: C la.l { l cos L . Manning &Zol�in , Tree Administrator Project: 1INS-VA\ DT (Public�l o�k�, Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. . ❑Not applicable (Circle one.) Comments: BUILDIN PLANNING &ZONING Reviewed by: Date: R-7-1-7 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 0 1,,,All r CITY OF ATLANTIC BEACH Js ; <� 800 Seminole Road ii\ Atlantic Beach, Florida 32233 -;•- . ,J) OFFICE COPY Telephone(904)247-5800 011. '- FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: •- ( *7 Received by: Resubmitted: Permit Number: Pc,{'' i 17 - Doi 0 Original Plans Examiner: Project Name: Vat-k deck Project Addre s: t S by Lye 04 k Contractor: Fir A Contact Name: - A , , , Contact Phone : '0 - 31- SZ Contact —, at : pea A a r vn _ • Al Revision/ Plan Check/Permit Fee(s) Due: $ 0,61 Description of Proposed Revision to Existing Permit: SK 4,1. Coc c _hy rj;,/vtp L c't'(d T.0 t 1 `41( 1/Ver leltiee h Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I (print name) )49 OteMil affirm that the above revision is inclusive of the-pi posed cJanges. Signature Cj ontractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: S.. 7 ' 11 Approved: Rejected: N/A to Dept: Plan Review Comments: / a — R 5v. �.ees j-o t6-e at til 41 to re rv+ }- P-e s_ Department review required Yes . No Buildir>� -- — — --- Ianmy ning &Zoning Tree Administrator Plans Examiner Public Works Public Utilities ---- ' 7-r, — --- Public Safety Date Created 5/13/17 Rev.4 Fire Services A j j`Lj:Ciel. CITY OF ATLANTIC BEACH J� ", 800 Seminole Road Atlantic Beach,Florida 32233 '-' s) I.?, OFFICE COPY Telephone(904)247-5800 _ FAX(904)247-5845 • REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: i 3 Received by: Resubmitted: Permit N tuber: Pool l7-CX�lC�9 J Vii �� ��� � � � Ori inal Plans Examiner: Project Name: �/ Project Address: 184 L!VE 04f La. t e • Contractor: Contact Name: --ro in 1,10./A'PS Contact Phone : L//?- 5qe 3 Co. : e- a : Revision/Plan Check/Permit Fee(s) Due: co. 06 Description of Proposed Revision to Existin' 'ermit: rr r le irI c ui Sial Additional Increase in Building Value: $ . Additional S.F. Site Plan Revised: Public W/U Approval: 0 By signing below.I(pr' e) W/ /// h7 L l PP 7 affirm that the above revision is 'nclusiv of the pr sed changes. . Signature of Contractor/Agent(C tractor must sign if increase in valuation) Date (� / Office Use Only Date: 7 4 I O l Approved: Rejected: X Notified by: Plan Review Comments: 1 LL Fct lied lio 'v 1.my T 2 ci pi S p •P 4A.e )0 'PU✓'M . et /'he SS,n 2 cc>piP� o i I ?joil-erl blectol 7n roof Converr,ur\ C k o r-f- S?n.4' of s,ec o at- 1 2.ev t o its c o w.pn')- V rct e=At 411 Department review required YeNo �Buildin rt" Planning &Zoning Tree Administrator Plans Examiner Public Works 1 r / 0p.,/ `-' Public Utilities Public Safety Date Created 4/13/16 Rev.3 Fire Services i 1 i fir �JrIJ, S� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ivm ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 5.30.2017 Permit#: POOL17-0010 Site Address: 4571 St. Augustine Rd.,Jax Site Address: 1865 Live Oak Ln., AB Phone: 904.733.7665 Review: 1 Email: billy@prattguys.com RE#: 172020-1410 Homeowner: Kerry Varkonda, kvarkondana,gmail.com Applicant: Parry Pools, Inc. CORRECTION COMMENTS: These comments are from 1 of 4 departments that are reviewing this application. 1. I use the SIMPLIFIED TOTAL DNAMIC HEAD (TDH) CALCULATION WORKSHEET for my in ground pool plan review. This will require that a mercury vacuum gauge be installed on the pump at the pool final inspection. I will attach the forms on this email. 2 hard copies needed please. 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 7.18.2017 Second Review 1 1. In my plan review comments I asked for 2 copies of the SIMPLIFIED TOTAL DYNAMIC HEAD (TDH) CALCULATION. Please submit the second set. 2. You failed to include the TOTAL HEAD IN FOOT CONVERSION CHART. Please submit 2 copies. 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 6y"-c ;IS 2nf2e 1re 'v Cari. ,.r..tet-4 7'/ SI•I7 I')' • 2 'L`J ?i r rfv, R1, 'S J CITY OF ATLANTIC BEACH 1-' Iv f, ilk s) MOROAD --z:\\*_,_ ATLANTIC BEACHSEIN , FLLE 32233 (904) 247-5800 800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 5.30.2017 OFFICE COPY Permit#: POOL17-0010 Site Address: 4571 St. Augustine Rd.,Jax Site Address: 1865 Live Oak Ln.,AB Phone: 904.733.7665 Review: 1 Email: billy@prattguys.com RE#: 172020-1410 Homeowner: Kerry Varkonda, kvarkonda@gmail.com Applicant: Parry Pools, Inc. CORRECTION COMMENTS: These comments are from 1 of 4 departments that are reviewing this application. 1. I use the SIMPLIFIED TOTAL DNAMIC HEAD (TDH) CALCULATION WORKSHEET for my in ground pool plan review. This will require that a mercury vacuum gauge be installed on the pump at the pool final inspection. I will attach the forms on this email. 2 hard copies needed please. 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 c m ei l 1-r L/ Aet0(, e t.J (la, Ing-e rt ii. S.-. 3/. /7 1'710 1 ;;t!An., City of Atlantic Beach NUMBER �s t, Building Department (To be assigned by the Building Department.) 800 Seminole Road -5,14.,_-0 Atlantic Beach, Florida 32233-5445 P APPLICATION I —©� I u Phone(904)247-5826 • Fax(904)247-5845 I�`l t3 9%' E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 S,USS Ltd 1L, Oc.tL LA . De artment review required Yes No e Building Applicant: Q a( (Ll -POoks , L . - anning &Zohi i� Tree Administrator Project: 1 1\SGI\\ 1 D-ci c Public Wi rk , Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. . ❑Not applicable (Circle one.) Comments, �� BUILDING A v�p � y rJ en be eel fosPc� PLANNING &ZONING Date:fj _......1 7iYil 7 Reviewed by: — TREE ADMIN. Second Review: DApproved 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 " bfr City of Atlantic Beach APPLICATION NUMBER r. Building Department�. ,,� "'R ^-, (To be assigned by the Building Department.) 800 Seminole Road i; 1 ,: Atlantic Beach, Florida 32233-5445 fi ('u(]L �� '©� 0Phone(904)247-5826 • Fax(904)247-584 \ ��jY L E-mail:Email: building-dept@coab.us 5 2017 Date routed: i t i. City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: t O(j)S- Ltd L 0 Rt__ LC . Department review required Yes No Building-) Applicant: yQ( 01 pOpkS I L , arming &Zo ink Tree Administrator • Project: 1 ns-v 1\ e D1 (Public o~ Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: (Approved. ❑Denied. . ❑Not applicable (Circle one.) Comments: 4,e �iG.W,*1fl 4 BUILDING `�` PLANNING &ZONING Reviewed by:.�,t s���, Date:Vr G •I 7 TREE ADMIN. Second Review: QApproved as revised. ❑Denied. . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 (/x/,4/5'4-7. _.1: , Building Permit Application OFFICE COPY City of Atlantic Beach 800 Seminole Road,Atlantic Beach, FL 32233 �tsl�s Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: 11,4,5 LIC? otki,.. LA/ A-Voittic, fie mil, rL_ 3223 3 Permit Number: VDG --'11 _ OC 1,20 Legal Description 3?-2°( 07-2$-)(if Sci-v4/f rin ()Alf 12-C- R t.o- 4 RE# /7,2, c.J4.0 Valuation of Work(Replacement Cost)$ 20 .Q-o-o Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial - esiden�tial • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: eco f Florida Product Approval# for multiple products use product approval form Property Owner Information Name: Kcrf/ ticif KotiOct Address: 1$65- L-A/e. Oat 1st City,{•'L c State �L Zip X233 Phone 1/14 673 2433 E-Mail i/ et Q tuciii• (4..)� Owner or Agent(If Agent, er of Attorney or Agency Letter Required) d?,.-4 P Contractor Information I` n Name of Company: �r1� pook Z Qualifying Agent: 1/(;4Arry Address 4$71 5f- c,t0-.ctk City iC41--k04,iPAC State Pi- Zip ?22c)7 Office Phone K04 '733 7665 Job Site/Contact Number State Certification/Registration# CPC, 05663 EE: ail f3;iile fc u4S cvM Architect Name& Phone# i (-41 "- •��••/, c v ,M Engineer's Name& Phone# Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain iimin i ° ° }^pork and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a -littna 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, BOIL RS ATER T CONDITIONERS, etc. Bunting OWNER'S AFFIDAVIT: I certif hAa5U, hA#� mlepBbipr ccurate and that all work will be done in compliance with all applicable laws regulating co ct an` 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 ATTO EY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. (Signature f Owner or Agent including Contractor) (Signature of C. tractor) Signed and sworn to(or affirmed)before me this 17n,day of Signed and sworn to(or affirme. before me this 172- day of I p '-[711 , by Deltic cccii rwAy , 1-7 , by e `y' 1 (Signature of Notary) nature of Notary) —— JONATHAN CRENSHAW N1UIh/I :Filo CRENSHAW i _:`'; Commission# FF 961370 )Personally Known OR •Filo Commission# FF 961370 .)Personally Known OR �o,.' My Commission Expires [ J Produced Identification ` .�e My Commission Expires J Produced Identification '% (°° February 16, 2020 !I Type of Identification: ",•,^,a�`' February 16, 2020 ;ype of Identification: Doc # 2017120398, OR 13K 17992 Page 1099, Number Pages: 1, Recorded 05/23/2017 at 12:38 PM, Ronnie Fussell CLERK CIRCUIT COURT DWAL COUNTY RECORDING $10.00 A`''n y 7' Poo' /7 -0°10 OFFICE COPY NOTICE OF COMMENCEMENT State of 1.-''1--- Tax Folio No. county of re).. . . .d .-_�__ _r._ To Whom It May Concern: The undersigned hereby infprms you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following inforrtralion is stated in this NOTICE OF COMMENCEMENT �' Legal escription of property being improved: 737^25 0 j 2.S••••2R i 54 G V4,. /�,19,q qs 4rA►. 1) " }2-c, Address of property being improved:aftile b< .4,. • General description of improvements: P,424w(, Owner:: . Address: 1 V Owner's interest in site of the improvement: ,. O Fee Simple Titleholder(if other than owner): Name: J, Contractor: t+[11,l,�Gtf 4 -- r -.r -- Address 062 f 1��., 1.. ! !mil' (.. '3 .L Telephone No.;, ` s B" i66 Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a Ipan for the construction of the improvements Name: Address Phone No• Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served; Name; Address: Telephone Np: Fax Not_ In addition to himself; owner designates the following person to receive a copy of the Lienor's Notice as provided iu Section 713.1)6(2)(b),Florida Statues. (Fill in at Owner's option) Name: — Address: -_ . . Telephone No:-.. .. . Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RICORpER'S USE ONLY OWNER Signed: = � 1..— Date: 54-17 . Before me this t day of Li-- in the C. ty of Duval,State Of Florida,has personally appeared_ . > Notary Public at Large,State of Florida,County of Duval. My commission expires: Personally Known: or Produced Identification: k •tel✓ ¢ "" inJONATHAN CRENSHAW /Allattiv. k Commission#FF 961370 My Commission Expires February 16. 2020 -. 4 - Tl y ¢ ' OFFICE COPY OWNER'S AUTHORIZATION FOR AGENT L2ei&e /.9?tit,t , filcd-f--- 6C. /f v�o '� is hereby authorized to act on behalf of ' a.Jtdll �i _ the owner(s) of those lands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach; Florida, for an application related to a Development Permit or other action pursuant to: ❑ Zoning Variance ❑ Comprehensive Plan Amendment ❑ Use-by-Exception ❑ Zoning Map Amendment ,. Building Permit El Plat,Replat or Lot Division aSign Permit Tree Permit Other BY: Signa f ti' er 0/24)1 KIRiZOMA-' Print Name Signature of Owner Print Name Telephone Number �� State of yy County of L77i.(r/Gc e Signed and'sworn before me on this 2� day of,20('Z 7\ By err V ar C`cJe Identification verified: $j.- Jam' Oath sworn: X Yes No / 1/.. .A.Assi a rg', JONATHAN CoRENSHAW Notary Sit! re 4 "1s Commiesion FF 981370 1., "�4 ;� My Commission Exp1�.s My Com, fission expires: __ :,�, February 16, 2020 'i g-s rL�Jr, S Comp. By: SRW , mm Date: 5/26/2017 \rUiil>r Public Works Department City of Atlantic Beach Permit No: POOL Address: 1865 Liveoak 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 (ft) (ft2) "C" Wtd "C" Impervious 3,185 9,000 1.00 0.35 Pervious 5,815 9,000 0.20 0.13 Runoff Coefficient(C)= 0.48 Runoff Volume V= 0.48 x 9,000 x 9.3 / 12 V= 3,370 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 9,000 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 4,255 9,000 1.00 0.47 %ISA = 47.3% Pervious 4,745 9,000 0.20 0.11 Runoff Coefficient(C)= 0.58 Runoff Volume V= 0.58 x 9,000 x 9.3 / 12 V= 4,033 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 4,033 - 3,370 DV= 663 ft3 Retention Live Oak 1865 5/26/2017 LAN�i �s r Comp. By: SRW Date: 5/26/2017 � yr Public Works Department City of Atlantic Beach Permit No: POOL Address: 1865 Liveoak Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) ? 9.5 234 0 BOTTOM 18 X 13 10.0 300 134 TOB 20 X 15 Elevation Area Storage (ft) (ft2) (ft3) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 300.0 d=depth to ESHWT= 6.5 pf= pore factor= 0.3 Inground Storage= 585.0 ft3 Required Treatment Volume= 663 ft3 Supplied Treatment Volume= 719 ft3 Retention Live Oak 1865 5/26/2017 a RESIDENCE — 0 0 fD O1-.1 o F+ :' 0 rch Q\ Rga C" r+ m rr CZ r; N o 0 C AD (CD A) -3 P o • ,0Ccn Cm D vim. uw O '�� ryr cJiC cro .0 c'*o153 C . CD 0 co v' '� p, Mt ry n CD CD O ,'g• O� O m CA OA W A� et m r)'• = "' v a) N �' ynceCo � ' OCl N CD O t-' 0cQccowy0 ? cae0- C9. �f O'�O . .n. 0' O bIv O CD ,-r Cr p OA ai rr"{. C') a) 'b.- P. �.. -7 ci,- O G A O n tr] p, -..,O O.O r - O p0 '4 ~rnu, 'CO = .. R I`yr (1) ; ac.� o � z ydtiJ 30 0 D r 9'_2" .2 ":::$ o / ,C3 ' , ,,. \e,( _._-_,1/4- r .A N z r f/ x a (0.---„,..,..... ). C) MADW N .• cn I I I W < < O ,i i i N- r V tri �L 0 Cri n 0 ,'Z [rzir iiiia C7+ 0 pc) p 9ry T r" r t. r G x /2\ a t z o ro 0� y Otri O 09o 0 cn 'T1 Ocn 0 \ tri Z m ao ,T I 1 cn v� n 0 0 cnx Zr d Z cnrPc, 0 0 •• e 0 A 02 w /GeWi.;reite ed ,4At Lot fiec177 . 0011,) 141,e '2/.-.1--"A• 4)0. 7 ferr Li dC z r w/o;2Y I•t6 el IC 31)., k `•(o z fet iy x 6 df.z. z/d z /00 :0,6 4(IAA+ "tefAiiiiuwi. i ; /o x f e 9e I ' 6 SC '{ `Zi 4„„,„4hiaj, 4 )( 2- `..= 12. AC H7)65 /47 aiit6 ive)(4 z J?4r Vef ,/, /4/(111, x 2 t 32 j fv3.1 illipfiksv.e4(ch 33 sc G44 .Z/f 1� dC 4020..r yfgf 0U Sc If 02, f7 Sys ao,fSClz- oll6 geZr MAP SHOWING BOUNDARY SURVEY OF LOT 4. SELVA MARINA UNIT No. 12—C REPLAT. AS RECORDED IN PLAT BOOK 37. PACE 29. OF THE CURRENT PUBLIC RECO DS OF DUVA. COUNT', LOR,DA CERT EC, KERRY VARKONDA & SUZ yvt VARKONDA TRUSTL1NE M TGAGE POtNTE VEDRA T! ;4, LLC CHICAGO TITLE :NSURA .CE COMPANY L1'JL OAK LANE (ao•moi, or v') SQ.FT. % I1 0074'53' W 90.00' (PLAT) t 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 OFFICE COPY Minimum Flow Rate Required: 35gpm per skimmer (required: 1 skimmer per 800 sq ft of surf.area) 1. Calculate Pool Volume 1Z X 3 -5- X 7.48 (gal./cubic foot) = 31377 (Surface Area) (Avg Depth) (Volume in Gallons) 2. Determine preferred Turnover Time in Hours: 1 X 60 (min/hour) = SGO :(i<lotnt's9c ) 3. Determine Max Flow Rate 3/ 3 7 7 / 360 + iti _ ri Q.grin coin (Volume in Gallons) (Turnover in Min) (Pool Flow Rate) (System Flow Rate) 4. Spa Jets: X GPM per jet= flow rate (No of Jets) Get 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. ( •6 inch to keep velocity @ 6 fps max.at 37 gpm Maximum System Row Rate Suction Piping to be - .' inch to keep velocity @ 8 fps max.at 86 gpm Maximum System Flow Rate Return Piping to be Z inch to keep velocity @ 10 fps max.at G Z gpm Maximum System Flow Rate Determine Simplified TDH: 1. Distance from pool,to pump in Ft: 33- 2. 3- 2. Friction loss(in suction pipe)in Z •'5 inch pipe per 1 t. @ gpm= •a3 (from pipe flow/friction loss chart) 3. Friction loss(in return pipe)in Z inch pipe per 1 t. @ gpm= .eat (from pipe flow/friction loss chart) 4. 5-o x . 03 = '7, s (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) 5. 50 X •Ob = 3 (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction.Pipe) Flow and Friction.Loss Per Foot (Schedule 40 pvc Pipe) TDH in Piping S•6 Velocity-Feet Per Second Filter loss in TDH (fromfilter data sheet) 41 •y Pipe Size 6FPS 8FPS 10 FPS Heater loss in TDH (from heater data sheet) a 1.5" 37gpm 0.08' 50 gpm .14' 62gpm .21' Total all other loss 0 2" 62gpm 0.06' 82 gpm .10" 103 gpm .16' 2.5". 88gpm 0.05' 117gpm .08' 148gpm .13' Total Dynamic Head (TDH) 144G• "l 3" 136 gpm 0.04' 181 gpm .07' 227 gpm .10' Selected Pump and Main-Drain Cover: Pump selection Jrjeltgro VS 3 yQ using pump curve for TDH &System Flow Rate (Pump model and size in HP) Main Drain Cover(AIP Afro, 187( Gt PM (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.RegniTed'Tn-fl or Stiction'O t 'ets:' (Check all that apply) ❑ O <— 3' —> O 0 ( suction outlets @ (3 6 ❑ O O p D gpm max. flow (see note 2) suction outlets @ gpm max. flow (see note 3) 01 1 0 channel drain @ gpm w/ ports (see note 4) / w FFICE COPY ANSI/IPSP/1CC Worksheet i TDH Calculation C"ns FFIC Swimming Pool Energy Efficiency Compliance Information (For each Pump) Check one Note:These Requirements Apply ONLY to the Filtration Pump Kf Simplified Total Dynamic Head (STDH) Maximum Filtration Flow Rate Calcutlations Complete STDH Worksheet—Fill in all blanks Pool Water Voume3/3?7=360= i•`.1 gpm=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 g'y gpm(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: to turn over the pool water volume in 6 hours or 36 gpm whichever is 1. If a variable speed pump is used,use the max 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 Pipe size @ 6 fps Z iZ inch 3. Insert manufacturer's name and approved 2 inch maximum flow Return Pipe size @ 8 FPS 4. See installation instructions for number of Filter Factors:(Cartridge .375)or(D.E 2)or(Sand 15) ports to be used _ , 375 = ZS 5. In-Floor suction outlet.cover'/gra+''e`'rust (flow rate) (filter factor) (minimum filter size) conform to most recent edition of ASME/ANSI SOA112.19.8 and be embossed with that edition Filter Make/Size 'LM approval Backwash valve?Yes No x (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 TDI- calculation-worksheet for Mote r 1✓ti to t1(0 V approval Flow Rate(low speed) (V gpm @ 75-0 rpm Flow Rate(high speed) gpm @ rpm(not required Velocity-Feet Per Second 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' Standard'time clock/2 speed time ctoclri 25" .88gpm 13,05' 117.$ptra ,_Q8' 148 gpm .13 3" 136:gpm 0.04' 181 gpm .07' 227 gpm .10' Heater Model //7 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. tj / 1 Swimming Pool Specfications-for: e Owner: VAr lc.orl dA Address I g 6/ 5 Lye 04 L Lc Ile, Contractors S'�.ature /� L ZZ3 /1'-/ c i, ////¢� ,� �J"r % �r City,State,Zip A--/-/A4 �G �ti F Print Name C,Oces-6 63 0 Certification Number may— S '/— as' 66 Telephone Number Total Head In Feet Conversion Chart OFFICE COPY Inches Mercury(Vacuum Gauge) 0 2 4 6 8 10 12 14 16 18 0 0 2.3 4.5 6.8 9 11.3 13.6 15.8 18.1 20.3 1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25 3 6.9 9.2 11.5 13.7 16 18.2 20.5 22.8 25 27.3 4 9.2 11:5 13.8 16 18.3 20:5 22.8 25.1 27.3 29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 7 16.2 18.4 20.7 23 25.2 27.5 29.7 32 34.3 36.5 8 18.5 20.7 23 25.3 27.5 29.8 32 34.4 36.6 38.8 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36,7 38.9 41.2 43.4 P 11 25.4 27.7 29.9 32.2 34.5 36.7 39 41.2 43.5 45.8 S 12 27.7 30 32.2 34.5 36.8 39 41.3 43.5 45.8 48.1 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 71.2 715 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 86.9 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. ... i ' ,;,,..J.,,,-„,„ Comp. By: OFFICE COPY r s Date: 5/10/2017 Public Works Department City of Atlantic Beach Permit No: POOL Address: 1865 Liveoak 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) = ft2 4 Runoff Coefficient Area Lot Area Description (ftZ) (ftZ) "C" Wtd "C" Impervious 3,185 9,000 1.00 0.35 Pervious 5,815 9,000 0.20 0.13 Runoff Coefficient(C)= 0.48 Runoff Volume V= 0.48 x 9,000 x 9.3 / 12 V= 3,370 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 9,000 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 9,000 1.00 0.47 %ISA= 47.3% Pervious 4,745 9,000 0.20 0.11 Runoff Coefficient(C)= 0.58 Runoff Volume V= 0.58 x 9,000 x 9.3 / 12 V= 4,033 ft3 4 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume 4 DV= 4,033 - 3,370 DV= 663 ft3 Re:en1tan MASTER WATER RETENTION 5/10/2017 Comp. By: Date: 5!10/2017 OFFICE COPY Public Works Department City of Atlantic Beach Permit No: POOL Address: 1865 Liveoak Provided Storage: Elevation Area Storage (ft) (ft2) ft 9.5 234 0 BOTTOM 18 X 13 ? 10.0 300 134 TOB 20 X 15 Elevation Area Storage (ft) (ft2) (ft3) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0. BOTTOM 0 TOB Inground storage=A*d*pf A=Area= d=depth to ESHWT= pf=pore factor= 0.3 Inground Storage= 585.0 ft3 Required Treatment Volume= 663 ft3 Supplied Treatment Volume= 719 ft3 Retention MASTER WATER RETENTION 5110/2017 a RESIDENCE — o O "= A O y .--•s .- =7 cep r I II 9 P) OQ �'O C O n (7 PO () Ah) '� 0 A �� � ft) - . co .m coE.� o y C to a ci'v V n co 'ari l y O CD .. (p ry r O w W r o cap n w y ? A C W x o ., o.tml Z71 =CD a n" e O lD KSOaQ cn , A� a' SS C) n. O co (2 co m 0 r �J. CA P) 57 0 0. .- 0 Q, o °' 0 C• O 0 [ni n �+ 0° CD cp a' 'e 0..v o • G 4 rm 9 wfQ a2-. gt " = z Gtr r ° o '"'a r'° a- Cnz �d 9 r r 9'-Z fi 1 0 A Z 7* )4 • • 171 rn c x 0 d 0tri4 r O n cncn C). A W N -• L I I y W (7 3 til 0 N 1 1 1 I j is.is 1---� �2 0 rzi n�d 0 = ZI rt d Or m c.3r q t. /.;\ t. I. = 0-3 Z 0 H: p.--. \• Mr On til p C" Z 0 \ rrl z n rO tri rt trl 9 O Ky H o ti)r 7:1 z z .. 0 A 02 _ .4, jail i - _ . A - k - z aij1 - - i. 2,- t- • r {f ,_ ..._ . to aAy ._ � - - :•-:-.-:.:--z- sqz - .17i. 111 gml-.. _ ,__rft . • � a� � - 1 VI • � � a z 02 n G.1-. - g Rig - � o i" '` rte- . �- ED > R *. - o c - - gitsrkta _ mssnit _ - -- I �% 11 .43:11..iii_ _ II. 1(1\ -a ~! i 1 1 - - 1....... -a 51 - 4 - Ii - J Ails- Vi -z j _ ti• - a�ral�o 771: ��11t � , o - . 8 E' --u - _ _ - _. nt- IA � titin OFFICE COPY _ - •r. _ ••: _ t'a - - -.- I -_, ;: - REVIEWED FOR CODE COMPLIANCE _ ' ' _. CITY OF ATLANTIC BEACH _ `�` • �+ SEE PERMITS FOR ADDITIONAL - s • ,i - REQUIREMENTS AND CONDITIONS REVIEWED BY: /11 DATE: 51- 3 /- / 7 r 1 # a. 10.00��u�►..... Nam } \�a����...a�►����.�� P 1 ' 0 .000.s. 1 lin is 1 kks li sq y , A ,.... , i Al . ss q 111gr.lin;=I. \\\ ° IIE A N1 prsAil s s t- z L 9 a 4i\ \\s `. E is ° $ ' 1�; iI: \\N o 1 1 i g i S SS i m ( 1.-'' I ° ; \\\ `�` I Z 4 � \\\ I 1 i zwe !N 8; m 0* I SI - ■ 8 *. 0 n f- r 4 m >^tb $ R e - E o 1 D Px �H€4i R ss° gyp° m L 6 3 zCO - Mil pP 1 �a !! IIS lzC IA Iti 0 N R I ° 0=n8 a I -111 a° -■ o I® rnA Appy i2 e� >8�8ll!,A I ' iiil Al -1171 gm 0 mg I §P2 1r ii ..------ J il 'P . is 1 m B Dlits Irw+ MC II 5' fill 1 *..*:1 iir , . .. . . . A g ligillgi Iiipli 11 Nip Oo� > ° A 8 N 8f A1Y l. a -0 F A lJpS" ig42'Igix- g IS 11 % hl yQAV4Ixiq $ $ qipARt4 rzi iN . • < A 11Plipill ' g lig- °§§ -tro t:1"1 1/111 A V ? C�7 A8 D� °s' RQ a mix Nla fi T8 i02 PA� °° 'Ag XA'8- 8 T=i Hrb° lop Iz )11;14 lig& 01 ago g X5 iygki �3 �il - BNx ° ? A Trgygivi; li 1-1 oop gg 4 i t Willi �f g°a l$ 1 _!'il'' ' !fi Iii 114Wili!" CO I IJ l 0-'› PENTAIR OFFICE COPY TDH CALCULATOR This calculator will determine the Total Dynamic Head(TDH)for a piping system based on your pool characteristics and component selections.Fill in all the fields in Step 1 as they apply to your pool and then select the components that will be used in the system in Step 2.The system head will automatically be calculated with each change you make.Use the information displayed in the Results section to verify that your oomporient selections will meet your requirements. Step 1: Enter Pool Information Step 2:Select All fields must be completed Tota!Piping Lengths: Components • Pool Volume 36bb Gai ® Inlet Side 60 Ft CiICK On.[+i to expand list.Select the Turn Over Time 8.00 Hrs+- D scnarge Side 60;Ft appropriate Component.Piping.and Pump below.Add or delete the Flow Rate _) GPM desired number of components by clicking the+or-Symbol. Suction Lift U F:? Components `•t Maximum Pipe Velocity Allowed: Piping Sizes- � Selections: (consult your local code) Inlet Piping 1 2 : In x Inte<:<Chlor IC•20 (1)limt Branch Piping ; 6 Fee D scharge Piping 1 s l v'SIn x 2'x 2.5"3 way va ve (2)+- Inlet Piping 5 FUSec x 2'x 2.ti''2 way vave (2)+- x Main Drain (116mt Discharge Piping '1 Ft/Sec x PLM (111imt For advanced pods that contain multiple suctions, this program may be x+ inC1 Return (4f+- inaccurate.Consult a hydraulics engineer. This program is for Single pump x 5Kim^,er 2' (t)/lint sytems with a Single body of water. Chlorinators t+] Results:Your TDH Calculation Diverter Valves[4) 1 Drains (+3 Suggested Minimum Pipe Sizes. Filters(+J Flow Ra:e: 10.18 GalMin Branch Piping: 1.0 In Your Head Loss: 1.14 Ft Inlet Piping: 1.0 In Filter Valves(+3 Maximum F.)w Rate Discharge Piping: 1.6 In at Maxims m RPM: 94.38 Ga11M n Heat Pumps(+3 Ensure the drain cover max(tow rating is Heaters [+J not exceeded. Mead Loss at Returns[+J Maximum Flow Ra:e: 75.90 Ft Skimmers[+J I System Head Pressure Curve Piping(+) Selections: 12.5 x 00 deiee elbow inlet(12)i dsc age(1211 11 x Tee T'ro.,gn inlet(11 i dsc-evge(21i x Ctie_k Valve inlet(0)1 10..0 cscna•ge(11i Pumps[+l Selections: ?5 xinti Pro VScrVSF (111imt Ts 6 18.0 2,5 • intelliPro VS or VSF-1000 rpm in Clean esir System Desired Operation Paint 0.0 f-- 0 0 10 20 30 40 Volumetric Flow Rate(GPM:. Al!Pentair trademarks and.logos are owned by Pentair.Inc.lnreisifio :.inte,1:Comm::.EasyToucha.Jntel.UTouctr&SunTouchS,and Eco Select, are registered trademarks and'ar trademarks of Pentair Water Pool and Spa.Inc.and/or its affeated 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 affieation or endorsement between the owners of these names and brands and Penter Water Pod 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 sereices.Pentair reserves the ngnt to change specifications without prior notice.Pentair is an equal opportunity employer. C.IVIP OFFICE COPY VGA. 7-3/4" NOVA POOL DRAINS 200 VGB-2008 Fa MJlgl<Orn.Llt<ONy COMPLIANT CMP 25513-26X, 25513-4XX, 25513-5XX, 25513-6XX, 25515-5XX, 25516-26X "`"e`°e° IS.=118 GPM(Wall)/I4OGVM(Flo.) 25516-4XX, 25516-5XX, 25517-5XX, 25539-5XX, 25539-6XX, 25548-5XX I' 118 GVM Likk.)YISOGPM Foa) .I1'ea,s Flow a Well Read and keep these instructions for future reference. Always plumb and install all suction fittings according to all building codes that apply in your area. WARNING: The suction fitting and fasteners should be inspected for damage or tampering before each use of the facility.If the fitting/cover breaks,is damaged,or is missing,shut the system down immediately. Missing,broken,or cracked suction fittings must be replaced before using this facility.Use of the system with damaged, loose,or missing covers may result in serious injury or death. WARNING:Never exceed the maximum allowable flow rate stated on the suction fitting. In the event that one suction outlet is completely blocked,the remaining suction outlet(s)serving that system MUST have a flow rating capable of the full flow of the pump(s)for the specific suction system. CAUTION: Children should never be left unattended at any time in a swimming pool,spa,or bathtub. Be sure the temperature of the water never exceeds the manufacturer's recommendations. The maximum flow rating for this suction fitting with 1.5"plumbing is 118 GPM(Wall)and 140 GPM(Floor). The maximum flow rating for this suction fitting with 2" plumbing is 118 GPM(Wall)and 150 GPM(Floor). This suction fitting is 40 designed for installation on side wall or floor of hot tubs or pools in conjunc- HEAD 10,) tion with at least one other suction fitting per pump. DO NOT adapt suction fitting to any pipe size smaller than ASTM 1.5"SCH 40 PVC. Field built sumps 20 should be constructed per ANSI/APSP-16 Figure 2(see below)found on page 5 of the Standard. Contact your local pool and spa professional for all wii terizing instructions and recommendations. Open area of cover is 14.57 0 in`. FLOW(GPM) 70 100 130 160 Results may vary-this data is provided for reference only. Tools Needed: Phillips Head Screwdriver REPLACEMENT PARTS INSTALLATION INSTRUCTIONS `Replace within 7 installed years or immediately upon evidence of degradation or damage. 1. Install sump provided or construct sump per 'x'indicates color using digits 0-9,see catalog for color reference ANSI/APSP-16 Figure 2(see below) 25513-26X 25513-4XX 25513-5XX 2. If mounting frame is provided,secure it in concrete or plaster. Sump 25513-250-010 Sump 25513-300-010 Sump 25513-010-010 3. Use mounting screws to secure cover to frame or sump. Plug 25513-250-020 Plug 25513-300-020 Plug 25520-050-010 Cover 25539-7XX-011 Cover 25539-7XX-011 Cover 25539-7XX-011 Screw 61004-083-212 Screw 61004-083-212 0-Ring 26100-580-355 U t.som:1. °inin I f 1.50mi1. °°'111 Screw 61004-083-212 25513-6XX 25515-5XX 25516-26X D D Sump 25513-110-010 Sump 25515-010-010 Sump 25516-250-010 — _ ----------- Plug 25520-050-010 Plug 25520-040-010 Extension 25516-000-020 D mi" Dmi" � e Cover 25539-7XX-011 Cover 25539-7XX-011 Plug 25513-250-020 0-Ring 26100-580-355 Ring 25532-70X-000 Cover 25539-7XX-011 Screw 61004-083-212 Gasket 25515-000-011 Screw 61004-083-212 I lsomm. °n."I ( ' Reducer 25520-020-000 t50nI !n Screw 61051-052-028 ill (�� 25516-4XX 25516-5XX 25517-5XX [ Sump 25516-300-010 Sump 25516-000-010 Sump 25518-000-010 ° D Extension 25516-000-020 Extension 25516-000-020 Cover 25539-7XX-011 GuxsuNO,ts: Plug 25513-300-020 Plug 25520-050-010 Screw 61050-048-025 (r o.Made dimmer alpipe. Cover 25539-7XX-011 Cover 25539-7XX-011 ih Al dart sips 1A060 an NWwwn. Id AW0100Mu C-..)rawer. 0es0.000+0•« . Screw 61004-083-212 0-Ring 26100-580-355 Screw 61004-083-212 INSTALLATION NOTES: 25539-5XX 25539-6XX 25548-5XX 1.Mount suction outlets on the wall or floor. DO NOT locate suction outlets on Frame 25539-000-020 Frame 25539-100-010 Ring 25532-70X-000 seatingareas or on backrests for seatingareas. Cover 25539-7XX-011 Cover 25539-7XX-011 Cover 25539-7XX-011 Screw 61004-083-212 Screw 61054-048-019 Screw 61004-083-212 2.Always use multiple suction outlets. DO NOT use with single drain applications. Use with single drain applications will void any and all warranties. 3.When using two or more suction fittings on a common suction line,suctions must be separated by a minimum of 3 ft or they must be located on two different planes(i.e.one on floor and one on the wall). 4.To reduce the risk of drowning from hair and body entrapment,install suction fittings with a marked flow rate in gallons per minute that exceeds the flow rate of your system by at least 25%. Increasing size of the pump may increase flow rate of suction beyond rated safety limits causing entrapment or death. 5.CMP drain covers are only certified for use with CMP sumps and frames. Do not mismatch with parts from other manufacturers. A DANGER Hair or body parts blocking the spa or pool suctions may become trapped and held against the suction fitting. Keep hair and clothing a minimum of 12 inches from all suction fittings and drains at all times. Entrapment against the suction fittings can result in drowning or other severe injury. Never sit on or lean up against suction fittings. 0713sb CUSTOM MOLDED PRODUCTS I 36 HERRING ROAD, NEWNAN, GA 30265 I WWW.C-M-P.COM INTELLIPRO® VARIABLE SPEED OFFICE COPY HIGH PERFORMANCE PUMP ce CD STA-RITE Featured Highlights u7 113. •Ability to program exact pump speeds for specific �, • operations-filtering,heating,cleaning,spa jets,water \ Select features and more-reduces energy costs up to 90% CL �r �. • f 40 PENTAIR •8 speed settings and on-board scheduling LCD screen • with keypad for easy programming • PIPP1"7.A7 •Ultra-efficient permanent magnet motor design reduces noise and vibration for greater efficiency and 'Emil/7Wlonger pump life ENERGY STAR • Fully compatible wtih IntelliTouch®,EasyTouch®, SunTouch®Automation and other pool control systems Includes 2 in. Appliance •Operates seamlessly on 50 hz or 60 hz input power. NPT Slip Unions Efficiency Flow/speed are constant when operating on 50hz or 60 hz. Database • Includes 2 in.NPT Slip Unions IntelliPro Variable Speed Pump Protected by U.S.Patent No.,7.686,587,7,854,597.D611,430, D606,562;8,043,070;8,469,675;8,573.952 and Patent Pending and all corresponging foreign counterparts. IntelliPro Variable Speed pumps combine variable drive technology,onboard digital intelligence,and permanent magnet motors (used in hybrid cars to reduce pump-related energy costs by up to 90%. Ordering Information Full Load Primary Port Size Carton Product Description Voltage Amps kW HP SF SFHP FREQ. Listings and (NPT1 Wt.(Lbs.) Certifications ENERGY EFFICIENT VARIABLE SPEED INON-SVRS MODEL1 P6E6VS4H-209L IntelliPro Variable 230 16 3.2 3 1.32 3.95 50hz/60hz UL',NSF z,CSA', 2 in.x 2 in. 47 Speed APSP• ACCESSORIES 521109 IntelliCom 2-Rated 9-24 VDC with 4 Inputs 1 350122 Communication Cable-50 ft.-Included with pump 2 UL'indicates that pump bears a specific UL mark signifying evaluation Canadian Standards CAN/CSA C22.2 No.108-01 Liquid Pumps For to U.S.Standards UL1081 for Permanently Connected Swimming Pools Only(Enclosure 31. Swimming Pool and Spa Pumps and to Canadian Standards CAN/CSA ' 'APSP'Pump has been evaluated to ANSI/APSP/ICC-15 and California C22.2 No.108-01 Liquid Pumps For Swimming Pools Only(Enclosure 3). Title 20 and is certified to use on Residential Swimming Pool Filtration 'NSF'indicates that pump bears a NSF mark signifying evaluation to Systems. NSF Standard 50 For Self-Priming Centrifugal Pumps For Swimming ' Product may have been evaluated to other state and local regulatory Pools Only. standards.Listing status may change.Always confirm status with 'CSA'indicates that pump bears a CSA mark signifying evaluation to appropriate agency if in doubt. Refer to catalog page 45 for a selection of 2-Pole GFCI breakers which offer 6 milliamp personnel protection while meeting NEC 2008 Standards for Pool Pumps. 188 INTELLIPRO® VARIABLE SPEED OFFICE COP .o HIGH PERFORMANCE PUMP (CONT'D) z G? 0 .c, ozIP f IntelliPro Variable Speed Pump Dimensions and Performance 100 I 1 � MAX SPEED-3450 RPM 90 80 FACTORY PRESET SPEED4-3110 RPM SPEEDS I RPM 70 1L�� —2350 RPM •ti, —1500 RPM 60 —750 RPM LL C 13 50 = SPEED 3-2350 RPM u ta 40 -• 30 20 _ SPEED 2-1500 RPM 10 SPEED S-750 RPM 0 I 0 10 20 30 40 SO 60 70 80 90 100 110 120 130 140 150 160 170 180 Flow Rate in US GPM Note: IntelliPro VS+SVRS minimum speed is 1100 RPM 26.406........... ................. _._.�_..._ - __11.047 - , 14.480 : : 00. :', — r. --/1111111111-1. o X111/ 1111P1 Nell 41111111111111•11I mom.iiiimpar to, 10 75 Ec- -:-. \ ml' See page 534 for replacement parts. 189 ,lam OFFI tt- rra SYSTEM:2 MODULAR MEDIA FILTERS CD " PLM SERIES FILTERS STA-RITE c C.) Featured Highlights E/) •Typical Installation-aboveground pools,inground pools, and inground hot tubs W • Quality Construction-Durable two-piece tank housing constructed of rugged ABS thermoplastic to ensure a LL long-lasting tank life • Easy Access-Posi-Ring'Locking Ring provides fast access to tank internals • Innovative Design-The innovative balanced flow design first introduced with the System i 3 Mod Media filter is now available in the smaller System:2 filter,virtually maintenance-free operation for pools of all sizes %11111 11110 • Low Maintenance-Complete media coverage combined with shallow pleats means greater dirt holding capabilities,resulting in longer filter cycles and less cleaning System:2 Modular Media Filters • Large Drain Plug-Filter includes 2 in.NPT Drain ports, PLM Series which are provided with reducer bushing and 1-1/2 in. drain plug Sta-Rite's modular media filtration is the perfect match for both the inground and aboveground pool markets.Advances in media technology and balanced flow design provide dirt-loading capabilities up to 15 times greater than sand filters of equivalent size.Virtually maintenance-free operation for today's pool owner.The small diameter footprint makes the System:2 filter a perfect fit for new and retrofit installations. Modular Filter Tanks allows for quick change of fitter medias without changing the tank.Contemporary style and matte black finish looks attractive in any pool setting. Ordering Information Turnover Capacity(In Gallons! Effective Filter Flow Rated' (Flow Rate x 60 x Hours) Tank Port Carton Product Area(Sq.Ft.) GPM(Sq.Ft.) Size Wt.(Lbs.) 6 Hour 8 Hour 10 Hour SYSTEM:2 MODULAR MEDIA FILTER-PLM SERIES PLM100 100 38-100 14-36,000 18-48,000 23-60,000 2 in. 41 PLM125 125 47-125 17-45,000 22-60,000 28-75,000 2 in. 42 PLM150 150 56-150 20-54,000 27-72,000 34-90,000 2in. 43 PLM175 175 66-150 24-54,000 31-72,000 39-90,000 2in. 44 PLM200 200 75-150 27-54,000 36-72,000 45-90,000 2 in. 45 PLM300 300 113-150 41-54,000 54-72,000 68-90,000 2 in. 53 ' Based on NSF recommended flow rate for commercial at.375 GPM per Note:Operating Limits-maximum continual operating pressure of square foot. 50 PSI.Pool/spa(bather)applications,maximum operating water Note:No backwash valve required. temperature(internal fitted 104°F(40°CI. 56 OFFICE COPY SYSTEM:2TM MODULAR MEDIA FILTERS (CONT'D) PLM SERIES FILTERSrri Ordering Information N Product Description Carton Wt.(Lbs.) r' ACCESSORIES FOR SYSTEM.2 MODULAR MEDIA FILTER-PLM SERIES XI 27002-0100S 100 Sq.Ft.Replacement Module for PLM100 11 P3 27002-0125S 125 Sq.Ft.Replacement Module for PLM125 11.5 C:1 27002-0150S 150 Sq.Ft.Replacement Module for PLM150 12 (77 27002-01755 175 Sq.Ft.Replacement Module for PLM175 13 27002-0200S 200 Sq.Ft.Replacement Module for PLM200 14 27002-03005 300 Sq.Ft.Replacement Module for PLM 300 19 U78-820P 2 in.x 1-1/2 in.Pipe Reducer Bushing 8 oz. 27001-0130S Spring Check Valve 1 Dimensions and Performance PLM300 (. 7,,1,/.' 4-i PLM100 \^/ �� ' lase PLM125 / lase O� PLM150 ,, uwrato w ! PLM175 (i0 } IKF�AIB54rtidl0 PLM200 ` . / r 1 — fie. 1F_11 ill 1101 �� " U i uEIIT11 _ qn 11i11111111111111111- ill)1111111111111A1r. � .' o8uT :ountr --T,In 7NPT y_ ulur114an L . . I,___, ; ii ,..—.2,.wr lik i , i II r us 1 hhh..._.0 oil I.1 1500 ' kism All dimensions shown in inches. 20 I I MAX FLOW 18 RATE PLM125. 16 MAX FLOW ,7) 14 RATE PLM100 t '0 12 PLM100 c 10 PLM125, �°- PLM150, • w 8 PLM175, a 6 PLM200, PLM300 4 2 0 0 10 20 40 60 80 100 120 140 160 Flow Rate in Gallons per Minute See page 393 for replacement parts. 57 CC INTELLICHLOR® OFFICE COPY W N SALT CHLORINE GENERATOR F— a Featured Highlights • Full diagnostic capabilities,including cell life tracking that JJ�� • communicates remaining hours of cell life in real-time.Captures Select all performance data daily(production settings,hours of operation, deb..•.— chlorine output,cell cleaning cycles,salt readings,and water tiiiittioilit ,, PENTAIR � 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 low water temperature conditions IntelliChlor Salt Chlorine 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 IntelliTouchx,EasyTouch7,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 IC15) manual chlorine addition without the drawbacks. No • Include 2 in.unions(IC15 unions adapt to 1'/a in.l 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 Qty. 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 Cell(US Version) 1 7 520555 IntelliChlor IC40 Cell IUS Version) 1 14 521105 IntelliChlor IC60 Cell IUS 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 Version) 1 7 520912 IntelliChlor 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 3 520595 IntelliChlor replacement unions(contains 20-rings.2 couplers.2 nuts) 520670 IntelliChlor Acid Washing Kit(includes closed-end union cap,0-ring,and coupling nut) 1 1 0 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 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(1.5A 250V) 1 1 522745 IntelliChlor Power Center automotive style fuse replacement 110A/58V Mini-blade) 5 1 246 1. tn U-3 SKIMMERS OFFICE COPY "' SWIMQUIP INGROUND SKIMMERS X STA-RITE N VI Ordering Information 0 Product Description Carton Qty. Carton Wt.(Lbs.) CD S;K 1MFR5FORCONCRETEPOOLS .."°s "'-- . LU 08650-1403 U-3 Skimmer White w/White Lid&Frame,2 in.NPT with48 10 I ¢', , l"' 1-1/2 in.NPT Reducers;Incl.Float and Check Valve,Basket s T. 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 s 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 Grayw/Gray Lid&Frame,2 in.Slip with 1-1/2 48 10 in.Slip 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.Slip 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 Grayw/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.Slip with 48 9 1-1/2 in.Stip Reducers;Incl.Basket w/o float 08650-6404 U-3 Skimmer Grayw/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.Slip Reducers;Incl.Basket w/o float SKIMMERS FOR VINYL POOLS - 09655-1403 Vinyl Skimmer-White;2 in.NPT with 1-1/2 in. :TR::::s 09655-404 Vinyl Skimm -White;2 in.Slip with 1-1/2 in.Sl32 10 c. 09655-2403 Vinyl Skimmer-White w/Tan Lid&Frame;2 in.NPT with 32 10 1-1/2 in.NPT Reducers :ter' 09655-2404 Vinyl Skimmer-White w/Tan Lid&Frame;2 in.Slip with 32 10 1-1/2 in.Slip Reducers 09655-0010 Skimmer Mount Space Block Ifor vinyl pools ontyl 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 a. U-3 SKIMMERS (CONT'D) OFFICE CO" Dimensions and Performance rn U3 Skimmer for concrete 5 1113- 1,z. fit' e e IliIMO NM u U Mil ■ 1111 i w � r --- --- CENTERLINE OF PORTS U3 Skimmer for vinyl I;3;4 19112 E 7/Er MINI 8L r 11111111 .. GASKEtS .11 (2)REQUIRED y MIN 12 5'r_,- - -1 ENTERLINE OF PORTS See page 610 for replacement parts. 285