Loading...
1695 SELVA MARINA DR - POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SWIMMING POOL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 30B INFORMATION: Job ID: 16-POOL-2572 Job Type: SWIMMINGPOOL/SPA Description: new shotcrete swimming pool Estimated value: $34,500.00 Issue Date: 12/6/2016 Expiration Date: 6/4/2017 PROPERTY ADDRESS: Address: 1695 SELVA MARINA DR RE Number: 171999-0000 PROPERTY OWNER: Name: MAXINE MANLOVE, RICHARD HELLER Address: 1695 SELVA MARINA DR GENERAL CONTRACTOR INFORMATION: Name: SUNSHINE POOL SERVICES OF NORTH FLORIDA LLC Brent Andrew White,CPC3456759 Address: 8280 Princeton Square BLVD SUITE 1 Phone: 904-219-8358 PERMIT INFORMATION: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. All runoff must remain on-site during construction. 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. Pool-Wellpoint(if used) must discharge into vegetated area 10'minimum from street or drainage feature(swale, structure or lagoon). A separate Pool Permit is required. Roll off container company must be on City approved list and container cannot be placed on City Right- of-Way. (Approved:Advanced Disposal, Realco Recycling, Republic Services,Shapell's,Sunshine Recycling and Waste Pro). Full right-of-way restoration,including sod, is required. All runoff must remain on-site. Cannot raise lot elevation. RrDA BUILDI%G coDM. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 f1 Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. Any plan change must be submitted as a Revision to the Building Department. FEES: PLAN CHECK FEES $111.25 BUILDING PERMIT FEE $222.50 STATE DCA SURCHARGE $3.34 STATE DBPR SURCHARGE $3.34 Total Payments: $340.43 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLOREDA BOILDPIC CODES. : City of Atlantic Beach .,%' 3".'<r,�,r- APPLICATION-NUMBER d Building aliment '4a'h"'. (To be assigned by the Building Department) 600 Seminolele Road f ` Atlantic Beach,Florida 322335445 .{+ Phone(904)247-5826 - Fax(904)244584E E-mail: building-dept@wab.us Date routed �( IISI Cityweb-site: ft://w .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: t to 6t S" SiAtJfn fAW l(\R a(• kSewims review rRujred Y Applicant: SLLAf ),i" I-LL Roo`S ning ra or Project: OtA,) SYuN�.C.t L- pp(�� S Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. /�/G Ik (Circle one.) Comments: ,/(� �� A_+►L�,_„ e[, BUILDING PLANNING &ZONING Reviewed by: Date: TREEADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 0511bre5 - _ 42 7ta z� Sax r ��V 1 /fZ ,tool-61e NO lei JA r / K41,7 ---- zo 7 r 1 livT _._ ?s,yvr City of Atlantic Beach APPLICATION NUMBER Building Department ? rn �'; - -(io be assigned by the Building Department.) 800 Seminole Road � � Atlantic Beach, Florida 32233-5445 t� 110— Phone (SOL— �S f (904)247-5826 - Fax(909)24 AV 1 5 Z�j6 �" �•r y� E-mail: building-dept@wab.t Date routed: << l (S I V0 City web-site: http:1Awm.coab.us BY:��_.—_EJ APPLICATION REVIEW AND TRACKING FORM Property Address: it to a S Sa lQrn MGr i(\0. Q'(• RFireSewi�s review re uired Yes No Applicant: 5LLOlS", (t•t_ �Dy1S ning ra or Project: fQA� SnIoyajg_ pp()k S Review fee $--;0-- Dept Signature. Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPOCATION STATUS FPLANNING ent First Review: Approved. ❑Denied. Comments: G fD Second Review: ❑Approved as revised. ❑Denied. AB�Ll� -WORKS Comments: PUB /TIL�ITIE�S�j LIC $AFETIr Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05n4/09 D�"' City of Atlantic BeachBuilding Department 800 Seminole RoadAtlantic Beach, Florida 32233-5445Phone(904)247-5828 Fax(904)247-5845E-mail: building-dept@coab.us Date routed: l (S I Ill City website: http://w .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: t 10 a s SFAgC4' A('1"r bt p(, *Sewims review re uired Yes No Applicant: cSlLlfl.S,'lr Irv— )`S ning ra or Project: h�ta S�L(?�L(.t�� QO(7� S 'gip Sgria'�Ti��� Other Agency Review or Permit Required Review or Receipt Date Of Permit Veriged B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. []Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: �...�'� ate: it r TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/08 4y, TREE & VEGETATION AFFIDAVIT aY f City of Atlantic Beach n Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 (P)904 247-5800 (F)904 247-5845 PERMIT# XSECTION I-APPLICANT INFORMATION K Owner(s) r Legal Authorized Agent- NAME NAME OF APPLICANT � -I--� \ -"d e J- ` \ t� NAME OF COMPANY yam j�� PON '5VnI C V 11c Ca-' (7t' ADDRESS OF COMPANY L-Ato 1 �CAYI �JQV\ A-y-e.. -5QcksonVlC FL-. 3aaio PHONE CELL 50r EMAIL bi-co-t & 55-RL3L5 Ciyn CONTRACTOR CERTIFICATION NUMBER r- p �, (Ly 15U l 5`t ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION If•SITE INFORMATION � (� STREET ADDRESS OF PROPERTY li U(15J �5 CkVQ MDjy ( jt% t /.(`IVC_ P"MC1 SIC. 6e(J) �olal t7 IfanaddmsshwMbeenasvgmdmthisWopmy,pontaarhe ASBwlding D,Wr ntar fpaOla7-5826 to reaaeston addresf. LEGALDESCRIPTION '30 -a cl ^)9 - as LOT 41 BLOCK G SUBDNISION �h.�VnVYlOfinc. REAL ESTATE NUMBER 1 -( 1999 - ()CO LOT OR PARCEL SIZE: SO FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) 1 affirm that I have reviewed the provisions of Chapter 23, 'Protection of Tees 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 arm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-describedoradjacent properties in conjunction with this project. SIGNATURE OF OWNER SIGNATURE OF OWNER Signed and sworn,be1fore me on this day of NOIet.�•r' , �I b,by State of F[_ Qeic��a�, R2��es�' Coumyof GIT— Identification verified: 'Te T5Lh(tlm 1")t10 U- sworrBE116RANe50OLLINS No Notary Publi:-Stas of fi neo My Comm.Expires Jan 50,2018 Comminlon♦FF 165278 y g :?a.( •• ata Si nature I` Boideataonyi Nstlas# AM y Commission expires: j1,30119 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 322335445 Phone(904)247-5828 Fax(904)247-5845 I E-mail: building-dept@wab.us Date routed: City web-site: http:f/www.cuab.us APPLICATION REVIEW AND TRACKING FORM Property Address: IzaS S2AIIGAI �G(i(\G� ()(, ASewimes review uired Ye No Applicant: SLLAI. "" (l,t.- �0[)`S ning ra or Project: (0Q,t�J SYt. u.L � p c) Other Agency Review or Permit Required Review or Receipt Date of Permit Verifled B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ON STATUS Reviewing Department First Review: pproved. []Denied. (Circle one.) Comments: B ILDING / /f PLA G&ZONING Reviewed by: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road.Atlantic Beach, FL 32233 Office(904)247-5826 Fax(904)247-5845 3aa3 Job Address: 1L95 5clt;aLf Nqo,%+iG&kch Permit Number: . �� fi 31k Legal Description 30".�9 O`1-cl -loon Area of ontw Parcel # I Sgxl 9 -ODJO Ftoor Area o —Sq.Ft. q. t Valuation of Work S 3`I,'500 Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition Uspa window/door Useofeiisting/proposedstructure(s){{circle one):iCommercial Residential If an existing structui re, s a fire sprUer system nstalled?(Circle one): Yes No N/A Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: (l e.a nk4nrek J W immi N -Roo I Property Owner Information: mor, ove, Name: rne- Address; I JO95 JY.I Vct nl(trir-q& �/' City Ila + e Ihecvh StatcF_(Zip �Z) hone Sin 1-0 5.395 E-Mail or Fax#(Optional) rn2v,m nmm. r), ,3 M c1nLr rn Contractor Information: F�( Oridar t-L,C. Company Named ri_te��±+(.`kr-tures rrpNt Qualifying Agent. n(`erst Address: L1(c1 City State I. Zip3% )l0 Office Phone G 04-a I cl '8 86R' Job Site/Contact Number sSn i- 1 n F)'1 Fax# State Certification/Registration# C.PC. I4Q(n'1 no Architect Name&Phone# Engineer's Name&Phone#f­_P. rnkl,nal�lgP,g0 A R;ckoe d-`x443 Fee Simple Title Holder Name and Address Bonding Company Name and Address _ Mortgage Lender Name and Address dpah,wim te hares,made to obtain aµ•,mit soda the vwk and instablatims as indicated l cenifr Mal no x•wk w innallatiwr her eammenced prio, issuaare ojfa permit and thata//xork,rdi be per)ormed ro meet dr uandardt ofd(faxs ngulanng corsrtruaion in Mb)urbdbtion fhb permit becom and+aid iJwwkir mraon,owncedmithin sb itu months,wifcomanction or cork brarp�nded w abandonedfo aptnod ofsu l6/months at any am xwk is commenced /and,rsmnd that separate permits mtut be securedfw Matteleal Work,%umbrng.Stgns, Wells,Pools, F rnaaA BMlers.H TanksmdAb Conditioners,a,. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PtaY F R IMPROVEMENT y—��A.YL3f; IF YOU INTE TQ,.OBT G CONSULT WIT] XOU��lE AN ATTORNE R 611R NOTICE OF Nolpy publl:-sore of FWMA CO f4fiFfOres An 30,2019 Expires Jan 30,2019 Commission s IF 195279 `l art �tA19ArSJJa14R'N7.btan ned tbb application arM an 'F''•`",t,••,` - Ina m es gavernl. x i M afgay u sp¢eiJred herein w not 'Tr,gra n o r R+ee Doth to violate ar rom pr u r _ nllav regWnting rornwuion ordrcpe jo,mance o/corrsn al.ura. Signatureo£Owner C Signature of Connector Print Name 0,"': i� T-MlEr"„-__ ____. Print Name Swom to and subscribed befor me Sworn to and subscri d before me this,�Day of IVO r7 .20J\p this aDay of Obfvnhke- .2016 otary Public ATotary Pu6fic Doe $ 2016001348, OR 33N 17417 Page 1560, Number Page.: 2, Ibcordad 01/05/2016 at 11:66 All, Ronnie Fussell CUM CIRCUIT COURT DVVk CODNTY RRCORDING $18.50 MED DOC ST $4900.00 "repand b,: OFFICE COPY The Law Oakes ofnad&h1ot4 P.A. Nor Soatb now some, Jaeeamvidlr.Rneh Fiends 322% File h:X6153501 Record eod mwro b: Rkhard M.H.11,,.W Maxine Mende. 1565 Solve Marini Drive Adem1k&aeh,Florida 32233 General Warranty Deed Made this December 30,2015 A.D.8y Rkbed J.Meter,sed Lours 0.MBkr,hwlwntl aetl wife,whore addrce is:13432 Aqudim Drive,1.6...ille,Fkride 32225,hercimRerwlW at adenwr,w Wilun tl M.HNkr,sod Maxim Manlove,bwMod sea wie, who.addren u: 1695&In Mmim Drive,Atlmtic Beech,Fioride 32233 ,hereinefler wIIN tom grannie: (w. ---d hrtln lM¢,m"paned Inelre.ine"k N.enie b de W., YiR kW rtam edi,a ed eean.r Indi,p&Y,eM d¢var®u[eedoyuof�) Witnesseth,slur Ne,mum,u,add in camidesdidn ofae vum ofSeveo 11wdrW ThdwW dollars&nozm0. (6700.0040)sad mho valuable uomidereiom,receip[wMmof k hereby ckmvkdgW,hereby grm%b"ne,sells,slims,mmies, mkeas,mnveyv and c9nOrmv unm nor®mtm,all Wtamin knd(n..r,in Dave)County,Florida,viz: Lol 11,Block 6,SELVA MARINA,UNIT NO.5,a subdivision wounding w the plat tleeeofrecaded W Plat Hook 30 pages 29 and 29A in be Public Records of David County,Florida. Parcel ID Nuneeo Together wild all the tenements,hereduaneme and ap mranms renew belonging ar in anywise appedaining T9 Have and to HOW, new.in fee simple forever. And at Meter Meby mverenn an eaN grm¢e diet Ne granter u kwfully.,.d of see IoM in fee simple;wa ne gram. bas good right and lawful wnwily to mil and convey vid land;flet ue grenwr hereby fully warredu dN tisk w acid land end will d9fmd ne same a&est tho kwful claims of all Person wh..mr;end and said land is free of ell aAndearm exmpt races amrd, oul,wan lw Da.mbm 31,2015. eEFD WerviLY WY,WY pe4 teed on F.w Clwnf C1win OR BIC 17417 PAGE 1541 OFFICE COPY V W Wa.WYenof,meow gIp110alYaa�,d ead 6nled dlae Prmau th dayaW Y,ar fm shove waiaen. &gmd,maleda6 !lvemdoaowpmmme: sacs J.M®er 'Gui L Makr waammaw xr ru� aaam, sme of Florida C ty of Duval The fmgoin,ma,mLem w acknooW ed beim me ddc 3M day of Demnhp.3015,by R' ap (Irtf)�aM Laura B.Miller, husband zod i@,who Woo,p,rswullykeowarum ormhow pmduced)RIVFRC NaM1ry M1M, ®'.P.SC�.OI�l Pri,lNr�e MY�trVk,e _ Q!$ L 6 FIOid 1 �FFa+F516 I J 'a e`CIB DEED lntliviAUW WmrunrygeaL[plm Fv[e CXma'Owi¢ Doc k 2016260479, OR HK 17775 Page 677, Number Pages: 1, Recorded 11/14/2016 at 12:31 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Arm L/ �6 /oa/-2s72 NOTICE OF COMMENCEMENT OFFICE COPY Suite of-5-io Tax Folio No. Cmmlyof OUUat , To Whom It May Concern: 1 The undersigned hereby informs you that improvements will he made to certain mal property,and in accordance with Section 713 of the Florida Sultans.the following information is stated in this NOTICE OF COMM- CEM€€11 r Legal Description of Property being Improved: 50 -aci f'iG.75 -a9m64e.`ycafTlOrfre0ri,f5 Lot" Nk(e Address of property being improved: 1�p95 1J211lVG ry)CL ina llr've �i-lon�fG rJecrd, F[.3a a33 General desc*km of Improvements, f�{-W gn()♦-Crt.''lC Jia ifh"t - nal Owner, Risk1ra 4c\ler Addrcss:,) 1o95 SelV0. fhnrtr.n Owna'sinlcrcal in she of the intpmvomem: 01,.Pre'r Fero Simple Titleholder(ifmlmm than owner): Name. Contractor. 15JAh'ne. (enol Set^UtY s ort Nor-q' 1=1Cjt' Q L.LC Address:li1c1 t 5c n ,).san A� k:.c155nnuf 11 e, Ff as( O Telephone No.:ya I Ci Faz No: Surety(Runy) Address: ♦ Amount aFRond S ' Teluphom:Nm File No: Nance and address ofany person nuking a loon for the conmmetion orthe Improvements Name: _ Address: Phone No: Fax No: _ Name of person within the Sime of Florida.other than himself,designated by owner upon whom notices or other dodlimem0 my be served: Nam: Address Telephone No: I=No: In addition to himself, inner designates die following person in mccive a ropy of the Licnor's Notice as provided In Section 713.O6(2)(b),Florida Smres. (Fill in at Owner's option) Name: Addm v- Telephone No: Fax No: Expiration dam of Notice of Commencement(the exptmtion time is one(1)year fmm the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER figrwd: Oct.: l forc. Ouelhis_c dgrof.O lu mho County of Duval.Some jy .% 13DIVia LCOLtmO._ Of Florida.hu peraonallr epP.m.W and o\I p.� !� NOWy Pu011:-BataNFlmlda Note*-Public at large.Suite of Flda riCounty nfDusal�, l myAomm.Evil"Jr 30,3nn0 ronnn tityi.km'xPi. s/9r9 cSNA� GLAI COmmbrbnl A1052/0 Pen'molly Kno,m: XT m ' ^'`+ Baammosylmbmltatydre Produced Id.mifieatinn: 1. Property address: Richard Heller/Maxine Manlove 1695 Selva Marina Drive,Atlantic Beach FL 32233 2. Contact:Sunshine Pool Services of North Florida, LLC/Brent White/(904)219-8358/brentCdss- 000ls.com 3. Building Permit Application 4. Warranty Deed S. Notice of Commencement 6. Tree&Vegetation Affidavit OFFICE COPY 7. Site Plan 8. Construction Plan 9. Engineering 30. Equipment Specs COMPLIES WITH 11120171 SMARTPOOL Conforms dox torts de rarrrlti CSA 21.1 No. los GRTE, DOOR, WINDOW POUR PORTS, PORTLI.ON ET FENETRE tti �� r k*des Al Hardware for •� Mounting on Wooden and Mefat Gales, SA* Glass Doors 8 Widows! (onpr sal toot h wo ori i par lo mow ssr parto de bon oo ds soli In parhr of is to iirn coofssartes a ran 120 d8 Sirml Sirem do 120 de Alerts or Exceeds Af State Banff Airm Codes! Respecte w delmm tortes In runes 1 d'aiiorse de baniore i Low Battery Wwn* Aratissawat de baHaie fable Auto n *Reset! 9eiHidsalion ortaawtigae + � i 4r i N'Wolaris Your pool. Our reputation. Inground Pressure-Side Pool Cleaners OFFICE COPY 280 360 380 3900 Sport 1rFQ� tour No. � I a ■ 3900 Sport OWolar�s® MPR�o. IMPROVED! Your pool. Our reputation. Powerful Vacuum Performance for a Cleaner, Clearer Pool With the most vacuum power of any cleaner,the 3900 Sport supplements the pool's filtration system by circulating an additional 40 gallons of water per minute through its filter bag,thereby distributing clean,filtered water throughout all areas of the pool.The result Is more even temperature _ throughout the pool,and a cleaner, clearer body of water in less time. IN Legendary Performance11 1 low _��` All-wheol Pas Dove system f with durable stainless steel drive chain na. ers 50%more, 1■ force,forma to speed. A dreams, a rr , adlity. and performance. i! I Incomparable Convenience A tical .!, 1 A dual-ehamberzippercd r7 SuperBag picks up and steins more debris than any other _ cleaner for reduced maintenanceNil . u UnmatchedPower owered by a booster pump he Polaris 3900 Sport s _ irge unobstructed vacuum tirIt nlet is perfect for large - ', .saves.pebbles and acorn rertr ' BONUS i • 50%more flow Extreme Sweeping I , for ultimate Now Includes TeilSwoep PRO.an advanced sweep sweeping action hose enhancement that provides maximum water • No more wet propulsion to blow debris out of corners and hard TailSweep PRO" dcws to each places,while also eliminating water from walkways spraying outside the pool. The Benefits of a Polaris Pressure Cleaner Reduces Maintenance A Healthier Pool Maximizes Circulation Sweeps and scrubs the bottom Independent booster pump opeatior & Heating and walls of any size or shape pool. keeps the skimmer free to remove Enbancas the s, ni,-_ Captures debris before it reaches the surface debris and contaminants for a pro,dicg a clearer boc. pump basket and filter, reducing filter cleaner,healthier swimming experience reta11,10 c!ea-.filtered .. cleaning up to 800x-thus prolonging Sweep hose cleans tight corners and au areas of the p,,J D ,• file,. steps where other cleaners can t. ::ate d,,g iha sea r.epths of the poo f < - til 3900 Sport 380 360 280 Venturi lets J,1 _-.- Vacuum Inlet .. Drive Mechanism .. .. .. - - Tires 7 - - Reguires Booster Pump Auto Back-Up Gs Debris Bag Duo. Charrn, S. -'B--., a'_ -C r , Pool Type ryi,uoa Pool Surfaces N P' S. TailSweep PRO' Compatibility Booster Polaris PB4-60 Booster Pump Pump Power ' -- - Er Be sure your Polaris Pressure Pool Cleaner i g operates at optimal performance with a - r,. Polaris Booster Pump. The all new Polaris a r' P8460 Booster Pump provides maximum power,so your cleaner can pick up even the largest debris, while circulating clean, 1 warm water throughout all areas of the pool. CAPolaris Your pool. Our rcpulalloll Your Pool. Our Reputation. For more than 40 years, Polaris has been the #1 selling pressure pool cleaner in the world. With its iconic 3-wheel design, this visionary class of pool cleaners has become the benchmark against which all others are measured. Focused on premium quality engineering, rugged construction, and performance that is second to none, Polaris pool cleaners are built to last and are proven to clean where others can't. - 0 13 0 Zodiac Cool Systems,Inc. 2620 Commerce Way Vista,CA 92081 1800822.7933 1 www PolarisPoolcom Zodiac Pool Systems Canada,Inc. 2115 South Service Road West,Unit #3, Oakville,ON 1.61-5012 1.888.647.4004 1 www.PolarisPocl.ca ,ezom. am sw�.�case an.ooa,a zoowc. e,Wa,rrca„waw.azmaimn,n,os,.sus c, �u.�n.,.a.x ✓� PENTAIR ,aH • GLOBRITI P00L AND SPA LED LIGHTS OFFICE Ci11111 Y THE BIST A BRIGHTEST. . . When you install GloBrite®Pool and Spa PRODUCT FEATURES: For the ultimate in convenience and control, Color LED Lighting in a poolscape, consider an IntelliTouch°or EasyToui • The brightest and most efficient paolside evenings go from great to LED lights available. Control System.You can program and spectacular.GWBnte lights are the creative, • 5 brilliant fixed colors,7 dazzling control light shows from home or on the go cost-effective way to showcase and enhance pre-programmed light shows. with our many options,including an indoor pool features like baja shelves,steps,beach • The perfect complement to InteltiBrite' control panel,wireless remote,and the entries and otherwater features. 5g Color-changing LEO Pool Lighting optional ScreenLogic®Interface for your GloBrite lights utilize the industry's most for dynamic,synchronized colored PC or Mac'computer,iPhone",iPadi or advanced technology for bright,energy- Light shows. iPod touch®mobile digital device,or efficient lighting—white using less energy • UL Listed. Android-device. than comparable pool and spa lights. Don't settle for an ordinary poolscape THE SIMPLICITY OF COMPATIBILITY experlence...tet GloBrite LED lighting The Glo8rite light is more than a stand-atone illuminate your water features and pool and spa LED light.It is fully compatible make your evening swims and backyard with our lnteLLiBrite 5g line of LED pool tights. entertainment more beautiful and When used with an optional lntelli8rite Light exhilarating. Controller,pool and spa owners without an automation system can enjoy fast and easy central of their pool lighting. 11110120/6 PENTAIR»Products»Pumps»Inground»Mac-E-Pro High Efficiency PodlSpe Pumps OEALERLOCATOR I CHOOSE LANGUAGE SEARCH PENTAIR AQUATIC SYSTEMS PRODUCTS I SAVEENEROY SUPPORT I NEWS■MEOLA I CONTACTUS I DEALERRESOURCES PRODUCTS MAX-E-PRO® Manuals Aboveground Systems Brochures Automation High Efficiency Pool/Spa Pumps Dimensional Drawings Cleaner Filters Performance Curves Neaten&Heal Pumps Replacement Parts Lighting Specs Maintenance&Safety Equipment AdOO 3OIdd0 Accessories pumps All Pumps Inground All Inground OFFICE COPY Challenger High Flaw Pumps Challenger High Pressure P6&5P6R SERIES.High efficiency,low maintenance and maximum Pumps Dyna-Pro performance.All the features demanded by today's pool professionals.The InteIGFW VS.gVRS Variable Max-E-Pro has our new Quick-Lock'"trap cover ring and the 2'ports Speetl Pumps Intelflac VF Variable Flaw incorporate internal and external threads.AvailabLe in single-andtwo- Pumpz speed models,with ratings from 1/2 to 3 HP.Suitt with quality construction IntelliFlo%F Variable Speed Pump using a durable one-piece pump housing constructed of Dura-Glas'Sta- IntelliFlo 2 VST Variable Speed Rite's industry Leading glass-reinforced Composite resin.Fast Cleaning with m pup Imethda.it m.2 Variable anew Quick-Lock trap covering permits fast access to strainer basket. Speed!Pump Large see-thin lid makes it simple to check for debris.A strong,sturdy, IntelliFlo Variable Speed High speciaLly-designed base dampens sound and vibration,making the Max-E- Perfamance Pump IntelliPro Variable Speed Pump Pro one of the quietest pumps in its class. IntelliProxFVariable Speed Pump FEATURES Pumpro2v5T variable Speed P . 2-speed Max-E-Pro High-Efficiency Pump models are now ENERGY Pump InlelliPraVS.SVRSVariaba STAR®Certified:meets strict energy efficiency criteria set by the U.S. Speed Pump Mae-E-ProxF High Performance Environmental Protection Agency and the U.S.Department of Energy. Pump . Typical Installation-Inground pools,pcoVspa combinations,inground Max-E-Pro Hiah Exirimn spas,fountains and water features Pools oa Pumps SuperFt.High Pedprmance . Easy-to-Install-2"ports include external a no internal threads for more Pumps plumbing options SuperFlp VS wri.ble Speed Pump . Superior Hydraulic Design-Moves larger volumes of water,resulting in SuperMax High Pelumance Lower operating costs Pumps SuperMax VS variable speed • Longer-Lasting seat stands up to the harshest environments Pump . Self-lubricating Lid Q-rang-Does not require Lubricant TO SHOW OUR APPRECIATION You have been selected for a sneak peek of pentairpool corn's new homepage!This is your chance to provide valuable feedback that can YES NO be implemented before the new page is released to the public. If you click"yes'.you will be directed to the new homepage. Nyri/ .Wtairpxwl.can/produdafprops-irgramd-mu-e-pro-higMelficiaxy.pool-sp pumps-96.htrn 12 Mod ' Filters — PLM Series by Sca-Rite Ri u: Greater dirt-loading capacity reduces maintenance The Systeri Mod Media filter is ideal for small inground . Rugged composite construction resists corrosion and aboveground pools. This filter is a compact adaptation and weatitenng. of Systema•technology from Sta-Rite,so it handles dirt loads up to 15 times greater than sand filters of equivalent • Compact design fits easily in tight installations and can size.The result:you capture more dirt between cleanings be easily shielded from view. and minimize time on maintenance. • Balanced-Flow tank design works in unison with the high capacity filter module to collect dirt over its entire OFFICE COPY surface—holds more dirt so you clean less often. • Less frequent cleaning also increases filter module service life and lowers lifetime costs 1 Mod Media'" Filters — PLM Series Easy to clean — just spray and go System Performance For Pools The Mod Media fitter contains a one-piece up do(Gal,) Purer Area All Rare' Model 8 Hr.Turnover (Sq.R) (GPM) module that simply drops into an easily PIM I W 48," 100 38100 accessible tank When cleaning is necessary.just —- PIMI25 56.000 125 47-135 remove the lid (no tools are necessary)and RM150 72000 150 56150 spray-rinse the module while it is still in place -- - RMI75 /2m 175 66150 it only takes minutes to thoroughly clean the — filter and get back iservice—fast PIM200 72W0 200 75150 pu43oo - 72000 wo 113-150 Lex Bmintanance...YESI 'BaM on plSFamrtmdetlflmv one frcmrnmemal 9.375 GPM pdrduare toot The balanced-flow tank design directs water opwrc umlo—Maaomum contnual opennrc pyre a so pg.Fe, 00AN through both sides of the fitter module 1�biaha,FR1)a,A�ttenwamen opnarcvandr+c*pendaewnnm ue 111ta'is Ne°�3 which increases dirt-loading without clogging. Holding more dirt means a longer time between cleanings. Available from: •Modula wed in mnynctipn oven reran podlytt uritixrs nay nioure soolrt;in spedal daring souu. OFFICE COPY Simply Smarter. www.sturicepool.com Phone:810-831-7133 pumps/filters/heaters/heat pumps/automation/ lighting/cleaners/s mil/water features/maintenance products aI Pnuir u Wero1a and logos art oxrcd or Penni,or one of.ill amines S.~Syste ,Sneem'.2",Mod Media""Posii art badnwla andor rtg;raed o-adenarA of N.,Water Rool aM spa Inc.ardor IIs alninted companies in the UnveA Suds ardor of er countries Beane,vee are conuruoasly Impve roour p�and services Rntalr ni,iorNe ses right to cBapes ifiotionx wioort poor notice.Pmtalr u an equal opporwnk emgory. 119 Psn p pi 0301a pmh✓WLa paN atl Spi IeN i{1NmewL ssa2+9 mx*wbe(2479.3229) r' WARNING: The suction fitting and fasteners should be inspected for damac missing, shut the system down immediately. Missing, broken, or cracked su( loose, or missing covers may result in serious injury or death. WARNING: Never exceed the maximum allowable flow rate stated on the su suction outlet(s) serving that system MUST have a flow rating capable of the CAUTION: Children should never be left unattended at any time in a swimn manufacturer's recommendations. The maximum flow rating for this suction fittirig with 1.5" plumbing is 118 G plumbing is 118 GPM (Wall) and 150 GPM (Floor). This suction fitting is designed for installation on side wall or floor of hot tubs or pools in conjunc tion with at least one other suction fitting per pump. DO NOT adapt suctioi fitting to any pipe size smaller than ASTM 1.5" SCH 40 PVC. Field built suml should be constructed per ANSI/APSP-16 Figure 2 (see below) found on pa( 5 of the Standard. Contact your local pool and spa professional for all wiiPterizing instructions and recommendations. Open area of cover is 14.57 in . Tools Needed: Phillips Head Screwdriver OFFICE C(;a_ ,,. INSTALLATION INSTRUCTIONS 1. Install sump provided or construct sump per ANSI/APSP-16 Fiaure 2 (see below) IYWiJ wmClariCca w.a9: W9579fi9446CtrCVwY4a.& �=mal8_actlaF9tl8_mbm=W80X6_w4=1786fercld._hamsl8 mtwi._. in 69/1016 rartl oe(2419.7179) 2. If mounting frame is provided, secure it in concrete or plaster. 3. Use mounting screws to secure cover to frame or sump. min. 1.6Drnin. T.60in. Dmin. D ---------- 0 min. Dmin. A 0 D min. D min. O min 1.6 D min. 1 b D min. D D C D GENEPAE NOTES: (a) 0 . Inside diameter of pipe. (E) NI dimensions shown are mlNmums. (d Abroken ene(__J Indlrates suMmed sump<orilptaipn. OFFICE COPY INSTALLATION NOTES: 1. Mount suction outlets on the wall or floor. DO NOT locate suction outlet! seating areas or on backrests for seating areas. 2. Always use multiple suction outlets. DO NOT use with single drain applic Use with single drain applications will void any and all warranties. 3. When using two or more suction fittings on a common suction line, sucti( planes (i.e. one on floor and one on the wall). 4. To reduce the risk of drowning from hair and body entrapment, install suc your system by at least 25%. Increasing size of the pump may increase flow 5. CMP drain covers are only certified for use with CMP sumps and frames. A errosmmtwom.ueepini s.e-mra�amor�i6_mea.NBOW�Ja'+mspmaaJr.n.u�e.6.. a0 692016 rautl (2479-3m) Hair or body parts blocking the spa or pool suctions may becc minimum of 12 inches from all suction fittings and drains at all other severe injury. Never sit on or lean up against suction fitti 0713sb CUSTOM MOLDED PRODUCTS OFFICE COPY 61peMgetwm®erticepfal.a9 '� +`1 Y YlrwdoiEa�!_I�k=mald xYaBgelb m0¢=1NBONd_u�t]66yarP36_ham�18_wMri... 30 OFFICE COPY CERTIFICATE OF COMPLIANCE 11 _ Th 10110wing Wo0utk hTp been tls1M 10 ANS+IAPSP-6 2011 Per Sector Moa of the Vrgpoa filxmr mo.Pool N16 Sa my Act IKiB 2naaf. t way requlauont w forth by 1k CPSC IMM IXMIAta Ns IAR WWoNII by C.M. XIomM A0tluc15 Inc .n Sha o& CMA Ntl cerIRIMMUNkrvAAwa MbNNpia,Int.N29:9 C.ImOwi.9H9hwl SwM100,8rMACA92821 (PE, 71/221 1600) or IAPMO RAI tab at 5001 E. Phib lPM1a Street, OMarlo CA M761 (ph'.9D8472410M AtoWd Uv1A1re5W11rnay be fowv5 al w ul com ore pjdw moM 2SM .2XX IUU 25513 SXXIIAPMO) 25519-OXX(MPMOI 25206X%%(UL 61APM01 25S13.6XX IWPMOI 25531-OXX(WPMm) 2S2D74XX(UPMO) M13 NX OAPM01 25537 OXX 0APMO) 2S207 BXX IIAPM01 M13-M IIAPM01 25539-OXX IIAP/AO) 252150XX NO 25514.OXX IIAPM01 23539.I0(WMO) 25506.32%XXX(MPMO) ASIS OXX 0APM01 25539 SXX IIAPM01 25SD7 0XX 010IIAPM01 25STS SM ft~) 2S539-6U 11APMD1 25507.1".010EAPMO) 2SS157XX 11APMD1 25S39-7XXOAPMCB 255MNXL IIAPMO) 25516 OXX BAP140) 25539-M 011 JAPMQ ?Sm 12Xt(MPMO) 25SK�25X(UPMD1 25539-8XXIIAPMO) 25WO ME(IAPM01 25516�26X(IMMQ 25548-00%(IAPMO) 25513-0XX IIAPMO) 25516In IIAPMOS 25W.SUPAPMOI 25513 IXX(IAPMO) 25516-4XX ILAPM01 25W.70X(IAPMO) ZSS13.2SX PAPMOI 25516-SM(IAPM01 25513 26X tWmO) 2SS16 7XX WNFO, 1 2S517.SM MPMD; LZS513 AM(AMO-)' 255174X%(IAPMO) DATE OF M~AC1URE. CMp CUSTOM MOLDED PRODUCTS 136 NERRM ROAM NEWNAty W 302651 W .C-M-PCOM 1 ... .___.. -------------- - ---- ------------------- -------- -------- - ----- ---- -- ---- ---- - ------ ---- OFFICE CO_ MANLOVE t HELLER RESIDENCE KF-VIN r-, PAI L-1-11— 1695 SELVA MARINA DRIVE \ pcSiGN�K', INIC: ATLANTIC BEACH,FLORIDA PRE DEVELOPMENT AREAS: \ a LOT 28,400 S.F. S 11'56!5T E 149.54'(M) NOTE; OVIOE POOL FENCING IMPERVIOUS INCLUDES: COVERAGE OF IAT S 11.56'50"E 150.00'(P) EXISTING HOME,.DRIVE, L - - POOL RACE, FxrSTiNO cxx SAL(PER PIAT) PER CO E _R+ne WALKS, r Loren: 23,uw&f. \ \ f `✓1 ',_ I\nr �. 5.9.R.L ._....._ .. PADS,SE 7,087-9.F,R 7,0@0&F. I j ORNewAY.' 488&F. NOT PROVIDE POOL FENCING {k TOTAL IMPERVIOUS 7 087 S.F.=25 95 POO!r WA : DESCRIPTION AREA LOT AREA TOTAL.uePERVHM 7.007 S.F. \ \ AND GATE PER CODE. € ` SQ FT SQ F7 C.( Wtd'C I !.. 20'B.R.L. IMPERVIOUS 7,087} {28,400} 1.00 0.25" %� 7 zs% .. \ \ NEW ; PERVIOUS 21,313 28,400 PE 0.20 0.15 I I PROPOSED STORAGE AREA- 20 WIDE t REAR YARD RUNOFF CO.(C)= 0.40 I CONI ;' \ j DRIVEWAYEXFILTRATION=2,000 S.F.x 2'DEPTH I PRE DEVELOPMENT RUNOFF VOLUME=0.40 x 28 400 S.F.x 9.3 in, 12 in f ft tcTA 24 wos'F' - i x 30%=1,200 CU.FT. V=8,804 ou.ft. &F.:ORAMW \ \ I TOTAL STORAGE=1,200 CU.FT'. U POOLTERRAM&P":. %7wsf. :.i i i .. '.;. -..-..j Z TOTALWKRVIOM 0,412&F. ul f ., ._. .. .... .... OF COVERAGE .3i% I € I � POST DEVELOPMENT AREAS: '. s p 8 LOT 28,400 S.F. \ \ € a BUILDING AREA 4,934 S.F. € a Q DRIVEWAY,POOL, Lu U TER STOOPS: 3,542 S.F. RACE PRQS Li TOTAL IMPERVIOUS 8,476 S.F.=,30% NEW POC ++: DESCRIPTION AREA LOT AREA TERRACE (SQ.FT.) C. Wld"C' aIPool IMPERVIOUS 8,812 28,400 1.00 0,31 i .- ,\ FNEW �1�C�� PERVtOUS 19,588 28,400 0.20 0.14 EquipUNOFF CO.(C) 0.45 NEW ONE NEW POOL OOL CABANA W z .. STORY HOME 16'X 32 POST DEVELOPMENT RUNOFF VOLUME=0.45 x 2$400 S F x 9.3 in.112 in./ft i € O O Gl D DELTA VOLUME 9,905-8,804 1,101 Cy: vo STORMWATER STORAGE REQUIREMENTS - Y _ AREA %M RUNOFF IMPERVIOUS R N F VOLUME 3 PREDEVELOPMENT 28,400&.f. 25% 8,804 cu.fL POST DEVELOPMENT 28,400 s,T. 31% 9,905 CU,fL STORAGE VOLUME REQUIRED: 1,101 m ft. FENCING _ .__.. _.._._.........__...._.._...._._._..._._.....___.._...._..._.._._._..._.__.__...._._._....__.._..__...._._.._..._..___._........._..._.__ NOTE'PROVIDE POOL F G STORAGE VOLUME PROVIDED; 1,200 cu.fL \ \ € AND GATE PER CODE. _--- SHEET INDEX \. \ ... ..__... __... .. ._ 40•&B.L. I i R PLAN A-2 SITE PLAN \ € NEW CONCRETE A-2 EXTERIOR O ELEVATIONS I A-3 EXTERIOR ELEVATIONS WALKWAY AND A-4 EXTERIOR WALL SECTIONS ( DRIVEWAY A-5 ELECTRICAL PLAN \ � � CAB-1 CABANA PLAN AND ELEVATIONS k S-1 GEN-,RAL NOTES S-2 FOUNDATION PLAN CODE REQUIREMENTS S a WALL LAYOUT \ € S4 ROOF TRUSS LAYOUT tt ' UT NO UNDERGROUND OR OVERHEAD S-6 TPOOL�BANA�NGINEERLNG LAYOUTS € UTILITIES IN VICINITY OF PROPOSED SDA FOUNDATION DETAILS WORK SD-2 SECTIONS AND DETAILS-(I OF 2) \ ♦ j SD-3 SECTIONS AND DETAILS-(2 OF 2) -- 'ALL BEDROOMS IN THIS RESIDENCE N 11°56'50"W 130,00'(P) •• - - - TO MEET OR EXCEED THE \ \ N 11'5344"W 130,08'(M) EMERGENCY ESCAPE AND FIRE K.DATE • cumr foryeaR _ REQUIREMENTS BY HAVING AT s OU Sty"m NONA a7�r LEAST ONE WINDOW OPENING PER TYPE OF CONSTRUCTION \ ROOM OF 5.7 SQUARE FEET AND . \ \ \ __ MEET THE SILL REQUIREMENTS OF `TYPE VB(5B)OCCUPANCY CLASS: \ \ \ \ \ LESS THAN 44"ABOVE FINISHED GROUP R-3 \ \ FLOOR.REFER TO WINDOW TAGS N W I IUINC FLORIDR BUILDING CODE 5th \ \ \ \ S E L V A MARINA DRIVE \ \ AND CORRESPONDING ROUGH ADDITION %K' \ \ OPENING SCHEDULE. \ 2010 FLORIDA RESIDENTIAL CODE tir1ANI CSV / F� LLI: \ \ 2010 FLORIDA PLUMBING CODE \ - 2010 FLORIDA FUEL GAS CODE - -- - 'A FOUNDATION SURVEY SHALL BE 2010 FLORIDA MECHANICAL CODE PERFORMED AND A COPY OF THE 2011 NATIONAL ELECTRICAL.CODE ; SURVEY SHALL BE ON THE SITE FOR NFPA 101 LIFE SAFETY CODE- THE BUILDING INSPECTORS PRIOR FLORIDA MODIFICATIONS 2010 .re..q e.a,. �w sw TO FRAMING INSPECTION OR ALL FLORIDA FIRE PREVENTION CODE- PROPERTY MARKERS SHALL BE 2010 EDITION vmP«iff at K..sa&W,Ixab.e end.t ar rrAYn 6M ttf X-Ina nw N 4,k.1d w�wm.twam. .rwwrxsFn- \ EXPOSED AND A STRING STRETCHED 2414 FLORIDA ENERGY CODES .awr r sr+. ------ _.--. ...... ....... _._. _ ._. FROM MARKER TO MARKER TO "~ VERIFY REQUIRED SETBACKS.NO CURRENT CITY OF ATLANTIC BEACH r�Cf w 4C�i':Rt 5'}"✓ 1 Dart 6'r x'. r UNDERGROUND OR OVERHEAD ZONING AND CONSTRUCTION COOES, SM UTILITIES IN VICINITY OF PROPOSED � <" WORK, ch.ara _._.___. .._._.._ - .__.......... ._..__ _......_ - Heller OFFICE COPY Pool ui me n 316'v E q L R C 1 ' 2" IL 15 1 " 51611 2" Returns 2-3" Main Drain L- Lights 2" Skimmer 2" Cleaner Line Total Head In Feet Conversion Chart Incites Mercury Vacuum Gauge) lifiect o am e H a (TDH, alculat on Worksh e ���4 - � >� ,� ,3 ;4bo'd0 4 2.3 4.5 6.8 9 11.3 18.6 15.16 #8.1' t 2.3 4.6 ' 6.8 9.1 11.4- 13.6 15.9 j 18.1 70.4 22.7 1 4.6 8. > .4 13:? 15;$ 18.2 20.4 22.7 25 2 9 S1 11 �.w _. $ S.9 9.2 11.5 13.7 16 18:2120.5 22.8 25 27.3 'Required:35 GPM Per Skimmer. (Required: Skimmer per 800 Square Feet of Surface Area) Minimum Flow Rate q 4 e.2 11.5 13:$ 16 � 18.E 2a:s�2z.8 25.: 27.3 290 `'""� .� a� TDH Calculation Options - V 5 11.5 13.8 18.1 18.3 1 20:8 22.8 26.1 1 27.4 29.8 31.9 j 6 000 6 13,9 16,1 16.4 za.8 22.9 25.2 27.4 29.7 31.9 34 2 3 LO Determine Maximum System Flow Rate _._. � N Simplified Total Dynamic Head {STDH} T 16.2 18.4 200 23 251 27.5 29.7 32 34.s 36.b _.., .. . Pool Volume 512 *` 4,5 *7.451 {GafIC bit Fos) = 17 236 Complete STDH Worksheet^Fill In all blanks $ 18.5 20.7 23 .25,3 27:5 z�.e Zx 3a.4 3$.6 38 8 4) •c i 1,Calculate (Surface Area') (Mg.0a;dh) (Vol,In Galloons? 6 20.$ 23.1 253 27,8 x9.8 32:x_ � � *5.4 "0 ` X4.5 3$;6 3$,9 41.1 � � a .� _w, 360 Total Dynamic Head (TDH) 10 73.1 n,4 27.6 29.9 32:1 34A 36.7 38.9 41.2 4ad to 2.Determine Preferred Turnover Time in Hours: 6 60 Min./Hou) - [� (�1our> Turnmer in WSA) Complete Program or other Cales,Fill in required R 41 25.4 2z7 Z99 3z 34.5 36.7 39 41,2 43:5 45.8 t 47 blanks on worksheet&attach talcs, 3.Determine Max. Flow Rate� .�6�} # N/A .� �1 iz 2?.7 3Q 32.2 3�►.5 36:8 3S 4i.3 A3.5 45.8 d8.1 S 141 Flow Rate) I i3 30.. 32.3 34.5 36.8 39.1 47,3 43.6 45.6 48.1 5Q4 ; "4 N Vol.in Cans)(Turnover Ir#tames.) (Feature Flow) Y ._ __ ,., s 14 32.3 34.5 36.9 391 41.4 43.6 45.9 48.2 50A 52. + o GJ m G -- Maximum Flow Capacity 4.Spa:Jets * GPM Per Jet _ 15 1 34.6 X0 39.2 41,4 4a7 d5,9 48.2 50.5 52J 65 (No.of Job) Jdet Ff ) (Total Jet low) Of the new or replacement um __4 41.543 46 4$.3 5n.g sx.a 55 7.16I 37 39.2 0 . rJ For single pump pool/spa combo,use the higher of No,3 or No.4 n the following calculations for pool&Spa ,7 , 3$.3 41 8 4e.1 4s:3 SOX 52.8 55.1 67:4 59.6 } tt 18 41:8 43.8 46.1 48.4 501 52.9 65.f 1 57.4 59.7 31.9 " 19R 43.9 46.2 =48.4 50:7 52.9 55.2 57.4 59.7 62 842 Notes .__ 20 402 46.5 507 53 55:2 57,5 59.8 52 84,3 98,5 Determine Maximum S tem Flow Rafe 1.If a variable speed pump is used,use the max.pump flow � zt 49.5 50.8 53 552 5r.s �59.8 62.1 64:3 6$.s 38.9 _ _ In calculationsl 22 50.8 53.1 55.3 57.6 ? 59.5 62.1 64:4 86.6 88.9 71.2 _..__ - - s 23 53.7 55.4 57.7 59.9 i 82.2 64.4 66.7 69 71.2 73 5 t b. Z Inch to keep velocity at 6 FPS rn at 47 GPM Max.System Flow Rate 2.Far side wall drama,use appropriate side wall drain flow 24 :4 5T:7 $25 64.5 66:7 69 X1:3 73.s 7s.a Branch Piping n e p as published by manufacturer. s5 ' 25 11 57:8 60 '62,3 64,5 56.8 691 71,3 716 75.8' 78 3. Insert manufacturer's name and approved maximum flow. 1 N pp 25 SO.i 82.3 54.8 86.8 69:1 71A f 73.8 75;9 7B.i Trunk Piping to be 1=5 Inch to keep velocity at 8 FPS at 47 GPM Max.System Flow Rate _ _W p g 4.See installation)instructions for number of ports to be used, 27 524 54:6 8&9 69.2 71A 73.7 Me 78:2 90.5 l WJ 5. In-Floor section outlet coverigrate must conform to most 29 1, 643 6s:9 59.2 715 13.7 76 78.2 80:s 82.i-,, e6 recent edition'of ASME/ANSI Al12.19.8 and be embossed 29 67 89:3 71:5 73.8 7fi 78:3 so.5 ex:8 857 t37.3 Return Piping to be 1.5 Inch to keep velocity at 10 FPS m x at 47 GPM Max.System Flow Rate cu with that edition approval. 30 $9.3 71:8 716 75.1 75.3 80.6 82.9 &5187,a 89:6^ 6.Pump,Filter&Heater make and model cannot change,and 31 71:e 73.9 78,1 78.9 80.7 82.9 85.2 87.4 89.7 j 92 --, 32 3 equipment location cannot be moved closer to the pool r•s 75.2 78.4 60,7 0:1 85.2 e7.5 :7 sa 6a Determine Simplified MH without submitting a revised plan and TDH calculation 33 1 TB2 78.5 8#1.7 $3 85.3 87.5 a9.6 92 94.3 98.6 34 7&5 80.8 83,1 83.3 87:8 89.8 92.1 94>4 98.8' 96,9 worksheet for approval. ss 80.9 83.1 85.4 87,6 89.s 92.z a4.4 98 T 9s:9; 101.2 0 1.Distance From Pool to Pump in feet 50 NOTE FIELD T0H MUST BE EQUAL To OR HIGHER THAN THE CALCULATED TDH, --{ 2.Friction Loss (In Suction Pipe) to 1.5" Inch Pipe per Foot at 47 GPM= 0.14 (From Pipe Flow/Fricton Loss Chart) �`'GAGES To BE INSTALLED AT THE TIME F FINAL INSPECTION FOR VERIFICATION, 3,Friction Loss (In Return Pipe) In 1`.5" Inch Pipe per, Foot at 47 GPM- 0.21 (From Pipe Flow/Friston Loss Chart) Flow and Friction Loss Per Foot 4, 54 0.14 = 7 Schedule 40 PVC Pipe (Length of Suc ion P4* (F"t.of Hw4 H 5, Sp 0.21 10.5 Velocity-Feet Per Second (Length ofReturn Pl (Ft,ofH04TDH ir)Piping 17.�v Pipe Size 6 FPS 8 FPS 10 FPS Filter Loss In TDH (From Filter Data Sheet) 28.0 1" 16 GPM 0.14' 21 GPM 4,23' 26 GPM 0.35` 1,5" 37 GPM 0.08 50 GPM 0.14' 62 GPM 0.21' Heater Loss In TDH (From Heater luta Sheet) N/A , Total All Other Losses N/A 2,� 62 GPM 0.05' 82 GPM 0,10' 103 GPM 0.16` 2,5 88 GPM 0.05' 117 GPM 0.09' 146 GPM 0.13' TOTAL DYNAMIC HEAD 45.5 . 3►' 138 GPM 0.04' 182 GPM 0.07' 227 GPM 0,10' DetermineSirnplfeti TQH l 1 , 7 4 234 GPM 0.03' 313 GPM 0,05' 392 CPM 0.07 6 534 GPM 0,02' 712 GPM 10.03' Pump Selection Pentair Maud-E-Prof 2 HP W ing Pump Curve for TDH&System Flow Rate # �, Date Main Brain Goner Hayward WG1048E ( ystem Flow Rate roust not exceed approved cover flow rates) REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH OFFICE COPY Note:Minimum System Flow Rate based on minimum flow per ski mer of 35 GPM. SEE PERMITS FOR ADDITIONAL Date: September 23,2016 REQUIREMENTS AND CONDITIONS Drawn by: J0 Determine The Number&IM of R ulnad Iii-Floor Suctions: REVIEWED BY: ITVDATE: (Check all that apply) 3` WGI04SE Suction Ou is At 100 GPM Max,Flow (See Note 2 Date SWIMMING POOL.SPECIFICATION POR: Suction Outlets At GPM Max.Flow (See Note 3) Contractors Signature ����,�{ ,I4 n d e r�-- Suction Outlets At GPM Max.Flow (See Note 4) Contractors Printed Name _ 1695:Slava Marina Drive,Atlantic Beach,FL 32.233 k ,. ANSI/. PSP-72006 Specitres three methods for determining the m X mum system flow rate. Contractors Telephone The following TDH calculation is one of the methods specified. FLORIDA BUILDING CODE 84501 SPECIAL SPA REQUIREMENTS: FLOW THRU SPA SKIMMER REQUIRE L--`` NO SKIMMER FOR SPA WITH THE POOL CONTRACTOR IS RESPONSIBLE FOR -MAXIMUM WATER DEPTH 4',MAXIMUM SEAT DEPTH TYPICAL Gtt.FOR INDEPENDENT FURNISHING.ALL DETAIL.DESIGN:REQUIREMENTS 28",MAX. FILTRATION SYSTEM FOREACH INDIVIDUAL POOL IN ACCORDANCE WITH SKIMMER R.EBAR,2'O T WITH -FLOOR SLOPE.2:12 #8 CU TO PU VIP THE FLORIDA,BUILDING COBE,AND ALL _STEPS:MIN.TREAD 10"X 12",7"MIN.RISER,12"MAX. .rm CONSTRUCTION SHALL.MEETALL APFLICA BLECD RISER EXCEPT THE BOTTOM STEP MAY BE 14"IF IT IS ;, in CODES INCLUDING PLUMBING,ELECTRICAL AND THE SEAT'.INTERMEDIATE TREADS AND RISERS TO �l � tot" 4.}' _ GAS. PIPING SHALL BE SCH.40 PVC;NSFpw�,MAX. BE UNIFORM.IF THE SPA IS OPERATED xTIUI;tAI DECK `PITCH IN 10' PRESSURE VELOCITY IU FPS,SUCTION 6 FPS. INTERMITT ENTL.Y IT SHALL HAVE A ONE HOUR 0.4 EtAILt?PCtt7NA1 THE POOL PLAN SHALL SHOW THE DESIGN t0 OPTIONAL I.zV I,1CiII7' TURNOVER,IF CONTINUOUS A SIX HOUR TURNOVER. ..,, w/TRANS.34"BRASS PLUMBING AS PER THE SAMPLE WITH THE � C) a w -MAXIMUM TEMPERATURE 104 DEGREES. r.+ �� � �"t1 OR PVC(SEE NOTES) INFORMATION REQUIRED SHOWN. MAIN -MEET ANSI/NSPI ARTICLE XVII,SAFETY :� 0 PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' INSTRUCTION/SAFETY SIGN'S. � �O Ch -0 N NO LIMITATIONS TO g`' WITH APPROVED ANSI/ASME A 112.19.8.2009 COVERS. AS -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR SHAPE EXCEPT FOR AN ALTERNATE THE APPROVED DRAINS MAY BF ' MEET LOCAL CODE IF GREATER. DIVINC"r S'T'EPS OPTIONAL PLACED ON DIFFERENT PLANES.THE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE, SUCTION � y'"3 � �� QI GRATES MAY BE USED IF APPROVED AT A MAXIMUM GENERATE,,DESIGN REQUIREMENTS r—i �to W P.4 «� ENTRY 1'REQUIRED , CIRCULATION >MAIN DRAIN REQUIRE(TAMPER PROOF:SEE NOTES} OF I y FPS AND THE SUCTION PIPING IS RECESSED �"""{ �s.,V�„""Q` SWIM.-OUT OR LADDER. LINE FROM THE GRATE THE DISTANCE EQUAL TO THE -DESIGN,CONSTRUCTION AND WORKMANSHIP 0 t!? REQUIRED(GRA*9 CII) {SEE NOTES) WHERE DEPTH OVER >LICaFiTINCr. BONDING SAME AS, SUCTION PIPE SIZE,SKIMMERS DO NOT REQUIRE SMALL.BE IN CONFORMITY WITH THE V POOL PROTECTION AND REQUIREMENTS OF APSPACC 3 APSP/ICC 4,A?SP/JCC S 5'DEEP(SEE NOTES) MUST BE DESIGNED FOR A MINIMUM 25m. AND APSPACC 6 AND APSPACC 7 BASED ON THE >1440 LIMITATIONS ON SHAPE 25g pm. FOLLOWING SHALL 132:LABELED V4'ITI-I I't7t7I,TYPE. 0.0 RAIL OPT1(7NAI. GENER L SPA PLAN LABEL MARKER TAPE AT THE FILTER LOCATION: -SFE NSPI FOR DIVING WATER ENVELOPES GENERALPOOLPLANPIPES,VALVES,PUMP(S)©FF SWITCH. -SLIDES SHALL MEET THEMANUFACTURE'S N.T.S. INSTALLATION REQUIREMENTS. , -ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL:BE N.T.S. ELECTRICAL REQUIREMENTS: PROVIDED WITH A LADDER OR STEPS IN T14E SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24 INCHES{610 2'-+^I�Iiv.EXCEPT PT FC3R MM}.IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS S � WIRING AND BONDING AND ALL ELECTRICAL TO 24:MM. THERE SHALL BE LADDERS,STAIRS OR � skI IsPI S RE: BEET{1S_ } S SLOPING ENTRIES.4 Marc. HANDHOLDS' COMPLY WITH CHAPTER 42,FLORIDA BUILDING CODE UNDERWATER BENCHES/SWIM-OUTS IN THE DEEP END. STH EDITION-RESIDENTIAL,ANIS NEC 2011, WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE .Iv'O OUTLET OR OVERHEAD POWER WITHIN It3'IF USED,BENCHES OR SWIM-OUTS SHALT.BE RECESSED OR �I UlIT14IN 25`PROTECT BY GFI,TRANSFORMER MIN:'10'' LOCATED IN A CORNER. WATER FROM POOL,8-ABOVE WATER,J BOX 4'FROM POOL, -CIRCULATION SYSTEMS,COMPONENTS AND .� UNr BRASS TO 3 BOX OR TRANSFORMER WHICH EVER.IS EQUIPMENT SHALL COMPLY WITH NSF 50. EXCEPTION:ROPE AND FIRST EXCEPT WHERE PVC IS APPROVED. -THE MAXIMUM TURNOVER RATE IS 12 HOURS. � FLOATS INSTALLED IF 8„MAX. -FILTERS SI-bkLL HAVE AN AIR RELEASE AND LESS THAN f-6 Radius PRESSURE GAGE'. fl p -PUMPS 3 HI'AND LESS.SMALL MEET AI�ISUUI.1081 CORROSION RESISTANT WITH STRAINER AND MEET Qi 1 I I.O�I�tax. THE REQUIRED FLOW. 3 Max. SAMPLE ONLY.EAC14 APPLICATION FOR PERMIT SHALL -SURFACE SKIMMERS SHALT.MEET NSF 50 AND �J 1 BE BASED ON A TOTAL DYNAMIC HEAD OF 50 THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. ` s';ii.TO S€.OPE CHANGF Determine System Flory Rate; -APPROVED MAN'UFACUTRED INLET FITTNGS FOR THE Minimum Flow:Rate Required:35gpm per skimmer(Required:.I Skimmer peT$00 st) RETURN OF RECIRCULATED POOL.WATER SHALL BE x 4 ave depth x 7 00 POOL SECTION DETAIL.[ IL Pool Volume: 5QO sq.€I .481 gal/cf– 15,00€l PROVIDER ETHE BASIS AT LEAST U PER 3 gallons. SQUARE FEETT(28 m2)OF SURFACE AREA..SUCH INLET ��tt Turnover Time in Hours: f Eaurs x 6fl minlhr- 360 Minutes FITTINGS SHALL BE DESIGNED.AND CONSTRUCTED TO r� . .IJ. Flow Alae: 15,,QOO gallons I 3 O minutes = 4? gPrn INSURE AN ADEQUATE SEAL TO THE POOL STRUC1-URE AND SHALL.INCORPORATE A CONVENIENT MEANS OF SEALING FOR PRE SS'URE TESTING OF THE POOL SB2836 6-20-07 CIRCULATION PIPING.WHEN MORE THAN ONE INLET IS FOR BONDING AND GROUNDING SYSTEMS.FOR SWIMMING POOLS,THE US OF REQUIRED,TIIE SHORTEST DISTANCE BFTWI£N ANY TWO AN UNDERGROUND:BONDING CONDUCTOR MADE OF#$AWG.BARE SOLI PIPE SIZIN CII IIT AXIk1tTl^I REQUIRED INLETS SHALL BE AT LEAST 10 FEET,3048 MM). � I COPPER WIRE BURIED TO A.MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BE OW •MAIM DRAINS AS Of t 2-14.08 -HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR PIPE SUCTION PRI";SURF UL 559. I SUBGRADE,AND 28 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING PO L.OR ANSFASME AI 12.19.8-2007 a SPA,IS DEEMED PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE 1A. 35 GPM 65 GPM DISINFECTANT EQUIPMENT SHALL COMPLY WITH WITH *a- WTTH s.680.26(c)OF THE NATIONAL ELECTRICAL,CODE. 2" 60 Ios NSF 50. { I 2 90 147 -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR r + "• I PAVERS OR3 233 396 13$ 230 `''x- POOL MEET'LOCAL CODE IF GREATER. - -RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO =' FOOTING 4"DECK 2,500 DECK FINISH MiN,GRATA f1PIs-N AREA-FLOW/17.8 MEET SEC-TONS 454.2.17 II OPTIONAL psi{Mi►r)CCINC. PER CONTRACT FOR POOLS WITH VOLUME-15,000 GAL$, ICOR VELOCITY 6°SEC -WASTE DISPOSAL TO COMPLY WITH SECTION 454,2.10 e WIFIBER,MESH - Uescd€on 1c"Ite {NON-SLIT') pLiR+ip.S'I'AI21'rF P6C613t.OR FIAY1i�AR,p SUPT%RII Ya IIP 42 GPM 60'TURN CLEANER IT I-I:AS BEEN CERTIFIED THAT THESE DESIGN TURNOVFR RATE=6 HOURS=360 MINS: LIN1 REQUIREMENTS ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE R4501,5TH.EDITO\454.2-20I4, " FILTER:STARITE PTM 50,50 GPM OR ANSIIAPSP/ICC 3, POOL FINISH HAYWARD 0751,75 GPM CAPACITY � ANSIlAPSP1ICC 4,ANSI/APSP/ICC 5,A7�I�A1�S.l/APSP/ICC 6 AND PER CONTRACT Date: Jul 1,2015 MAIN DRAIN:IiAYWARi3 W6t(14&E ANSI/APSP/ICC 7: Drawn by: #BJP , R"X 8"FOOTING BEAM&"7"BAR CLEANER.MAY WARD VkC L()C W;{2)#3 BARS OPTIONAL w OR(1)#5 BARFm�1sH " HELLER/MANGROVE 6 MARCITE OR 6"Min.WALL&FLOOR THICKNESS,3,500 psi(MN;)CONC.#3 BARS ON � EXPOSED MAIM SUCTION PIPE SIZE ._ 1695 69 SCV A MARINA D R. � AGGREGATE 12"CENTERS EITHER WAY.TIE ALT.INTERSECTIONS IS"MIN.OVERLAP, ATLANTIC T h�1�T!t� A L.! [ �9 2"MIN-COVERAGE ON STEEL W/CONC.TO AM AIS.A 16.ASTM A30-5 SKIMMER SUCTION PIPE SIZE A!LA V t t C BEl"1�CH, EFL.. 32233 Structural subject to suitable Soil conditions. CLEANER/VAC PIPI«SIZE EMICTION RESIDENCE IACATiON OFFICE COPY POOL/SM,VOL/ �A :L../.J;..C B A. WALL, FLOOR RETURN SUCTION PIPE SIZE F! �0 N.T.S.