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42 11th St pool permit 11 ss� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SWIMMING POOL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOBINFORMATION: Job ID: 16-POOL-1444 Job Type: SWIMMING POOUSPA Description: INGROUND POOL Estimated Value: $87,900.00 Issue Date: 12/21/2016 Expiration Date: 6/19/2017 PROPERTY ADDRESS: Address: 42 1 1TH ST RE Number: 170269-0000 PROPERTY OWNER: Name: TUCKER TRUST, ADELAIDE R Address: 42 11TH ST GENERAL CONTRACTOR INFORMATION: Name: POOLSIDE DESIGNS INC POOLSIDE DESIGNS ANDREW WESTBERRY,CPC1456579 Address: 836 Lake Asbury Dr Grn COVE Phone: - - PERMIT INFORMATION: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. All slit must remain on-site during construction. If on-site storage is required,a post construction topographic survey documenting proper construction will be required. Roll off container company must be on City approved list and container cannot be placed on City Right- of-Way. (Approved:Advanced Disposal, Realco,Republic Services,Shapell's,Sunshine Recycling and Waste Pro). Full right-nf-way restoration, including sod,is required. FEES: PLAN CHECK FEES $215.80 @k&filkNG?fW5RMkTNFEE AccOBHANc443*i6aL CM OF A�ANTIC BEACH ORDMANCES A]ND 7rHE FWRIDA BUILDWG CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 247-5814 INSPECTION PHONE LINE 1);119 STATE DCA SURCHARGE $6.47 STATE DBPR SURCHARGE $6.47 Total Payments: $660.34 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDENANCES AND THE FLORIDA BUILDING CODES. '!Mj' City of Atlantic Beach APPLICATION NUMBER Building Department (ro be assigned by the Building Department) 800 Seminole Road C V Atlantic Beach,Florida 3223 Phone(904)247-5826, Fa3_ t4 X(594045)247-p5 JUN E23'V2O16 E-mail: building-dept@wab.us Date routed: City web-site: http://�.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I ?_ I c(I. DepAWent review reguired Yes No Applicant: 26(2(_'E� It&E uildl EJ By_� De ent, Ilm-mg�Zen Tree AUMInlstratar- Project: P(Z)OL- I lc 0 s u ic Utilitie utific Safety Fire ASewims Review fee Dept Signature 515-K Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Flonda Dept. of EnvironmentW 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: VApproved. ElDenied. (Circle one.) Comments: ev'ew'ng ')apartment (Circle one I I BUILDING PLANNING &ZONING Reviewed by: Date: TREEADMIN. Second Review: ElAppreved as revised. EID-enied. XWORK Comments: Ll v UTILITIES &_1031 — PUBLIC SAFE40 Reviewed by: Date FIRE SERVICES Third Review: LIApproved as revised. [IDenied. Comments: Reviewed by: Date Revised 05114109 "Ir, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 1 &- PboL. -J,444 Phone(904)247-5826 Fax(904)247-5845 ,z-on 9,/ E-mail: building-dept@wab.us Date routed: City web-site: http://�.wab.us APPLICATION REVIEW AND TRACKING FORM Property Address: z I (S DeggrLment review required Yes 'No _Planning&Zonin Applicant: Tree-AUMIrmthtdor� Project: 1l\_>&R00ADr\ PC�)C> L. I -public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review=P., Date of Permit Florida Dept. of Environmental Protection Florida Dept.of Transportation Si.—Johns River Water Management District Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: RKP�Pllved. ElDenied. (Circle one.) Comments: B LDING PLANNING &ZONING Reviewed by: 14,71 ok, Date:_6��_/6 TREEADMIN. Second Review: DApproved as revised. E]DelVd. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date FIRE SERVICES Third Review: ElApproved as revised. ODenied, Comments: Reviewed by: Date: Revised 05/1,V09 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 9!!'" 800 Seminole Road j Atlantic Beach,Florida 32233-5445 1 &- Pbot_ -1-444 Phone(904)247-5826 Fax(904)247-5845 7, -61 �,o� E-mail: building-dept@coalous Date routed: Cityweb-site: http://�.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Be 0 it review reqtnred�� 1. &ZoF Applicant: I Ile _-S JG kp3, I...ing &Zonm`g�, Tree_AUMrrnstrafar� Project: 1&(2,01 Ap J�j Pc'c> L' ic, or s U c,Utilitie 'C Safety r blic;;Safety .S."ces _jFire Seuviccs Review fee $ Dept Signature Permit Required Review or Re eip' of Permit if F Vern led By Date it Protection Florida Dept.of Transportation St.Johns River Water Management District �kmny Corps_.fEngm.. Division of Hotels and Restaurants Division of Alcoholic Beverage—.and—T.b... Other: APPLICATION STATUS Reviewing Department First Review: XApproved. [jDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: A0l Date: g07/a TRFEADMIN. Second Review: ElApproved as revised. ElDented. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:— FIRE SERVICES Third Review: E]Approved as revised. ElDenied. Comments: Reviewed by: Date: Revised OWWO9 City of Atlantic Beach APPLICATION NUMBER Building Department Cro be anigned by the Building Depadment) 800 Seminole Road 1&- P0oL- -1444 Atlantic Be..h, Florida 322 �:ho.ne 9 47 826 C.F 'I bTld,? .g_�5 epto Date muted City web-stle- hftp.flv�. APPLICATION TRACKING FORM Property Address: DeparLment review required 7Yes No ujldi Applicant: t(�� f�:Lj lanning&Zonin§�, Project: PC:>C> L, Tree A-drnlnjsbrator� u m tilitie ubhc Safety Fire VSewims Oeview fee�-_ Dept Signature Other Agency Review or Permit Required Review=pty of Permit a Date Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco -6ber- 0 the Age R It Required RP',,a,-rR.,e.pt 'cy 'v"' 'Perm of a mit V inflect 8 Army Corps of Eng"s'ers D,v,s,.n of Hotels and Restaurant. D,v,s,.n of Alcolholc Beverages and Tobacco Other APPLICATION STATUS Reviewing Department First Review: UApproved. E]Denied. ft (Circle one.) Comments: B U Jl-.' ##W 40yoya UILDING PLANNING &ZONING Reviewed by: Date:_��2 C///(� T Az�= TREEADMIN, Second Review: ElApproved as revised. DDeftfed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: FlApproved as revised. F]Denied. Comments: Reviewed by: Date: Revised 05/14109 NOTICE OF COMMENCEMENT OFFICE COPY (PREPARE IN DUPLICATE) Permit NoAnpovd- /WV 170269-0000 State Of Flonda Tax Folio No, County of 57v�aj To whom It may concern: The undersigned hereby Informs you that Improvements will be made to certain real prop" and In accordance with Section 713 of the Florida Statutes,the following Information is stated In this N ' COMMENCEMENT. OTICE OF Legal description of property being improved: Lots 9,10 (EX W 87FT) BLK 41 Atlantic Beach Address of Property being improved: 42 11 th St. Atlantic Beach, FL. 32233 General description of improvements: Inground Swimming Pool Owner Gregory Belles Address 24512 Moz Creek Ln Ponta Vedra Beach,FL.32082 Owner's interest in site of the improvement Fee Simple Fee Simple Titleholder(if other than owner)_ Name Address ,,�ntrad A d ry Ad d T:e s7s n83 m6LWake`!`sebru y Dr.�G�en Cove Sp�n,,R 37o&43� Aphone No. 904 999-4120 Fax No. 9G4 371-5496 Surety(if any) Address Amount of bond$ Phone No. —Fax No. Name and address of any person making a loan for the Construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No.— In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b). Florida Statutes. (Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY 4WNER 3==�OATEJW& =r.— Yof In the W Or Deb#20161408M,OR BK 17WS Page i6l 1. CowSaff DUVOL FI has personally appeared Number Pageal 1 46 1 1�.Tin sdQ5Q1M16a101:21 PM. himself/heiself dnd affirm the nts 148SAITTA R.,,brd boy COMMISSION A PF247167 Ronnie Fussell CLERK CIRCUIT COURT DUVAL true and accurate COUNTY EKPIRES"yOB.2049 RECORDING$10.00 3S&4 Notary pu my,omisMornexplif": 7/4119 P,,,onaiiy Known X, Produced identmeaton BUILDING PERMIT APPLICATION OFFICE Copy CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office(904)247-5826 Fax(904)247-5845 1 Job Address: 42 11 St. Atlantic Beach FL. 32233 Legal Description.. Lots 9.10(EX W 87FD BLK 41 Atlantic Beach Panel# 170269-0000 Valuation of Work �Ili 50 6 Proposed Work heated/cooled 11A Ron-heated/cooled A/A Class of Work(circle one): New Addition Alteration Repair Move Demolition window/door Use of existing/pro osed sturticture(s) circle one): Commercial esidential If an existing strucfure�is afire spriWer system installed?(Circleone):G�ERO Florida Product Approval# For multiple products use p-r-mTunt-ap-p-ro-varfo-rm— Describe in detail the type of work to be performed: InaroundPool Property Owner Information: Name; o Beliles Address:24512 Moss Creek Lane C�ire City Ponte Vedra Beach all: Zip -LI112 Plone E-Mail or Fax#(Optional) A A Contractor Information: Company Nanne- Poolside Designs Inc. Qualifying Agent: Andrew Westberry Address:8361-Are-A Dr=�) --Sity--G-m-e-n-Q-,v_eSgnn&s StateFL Zip 32043 OfficePhcfe 9049994120 Job Sitel'ContactNuirber 904 999 4120 Fax 904 371 5496 State Certification/Registration CPC #1456579 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Narne and Address Mortgage Leader Name and Address Application is hereby made to obtain apermit to do the work and installations as indicated Icac,6 that ma work or installation has counmencedprial to the issuance a ryormed to meet the standards ofall laws regulating construction he thisjurisdiction. This permit becomes null ,fa permit and that all work will be pe work is not commonced within six(6)months, or q'construction a,work is s7gruled m abandaredfar agriod ofsisg,months at any time after u, st .orkiscommenced I uncierstand that separatepermuS must be securedfo,Eketric Work,PluemitIng,Stins, ezisPools, cmuces,13oners,11emirs, ranks andAhr Candhammers,da WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y014i NOTICE OF COMMENCEMENT. =ohis the SignatureofOwner—'A' ,, 3,L& Signature of Contractor PrintNarne, qTgoaBelig, print Nanae Andrew Westimit I--'. ............................................-.1-.1.............. ............"....... -y _ _ ............ ......1111.11,....... Swom to and subscribed before me sworn to and subscribed before me this )4"Dayof 'n� 20/4 this ')� Dayof 'Xk�e .26 4� Notary A�� Notary ublic 1 6.10 K*—"NNM H A NN I my COMMISSIoN FlUrtIIW Ifitmu:ZON =471S7 oig EXPIRES July On6,20i EXPIRES My 06,2019 N"niw4un 1324 JV .7 lij 3iW il VJ t:. Ar 44 " V- 'r-6 4f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 OFFICE COPY (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 6.27.2016 Permit#: 16-POOL-1444 Applicant: Poolside Design Site Address: 42 11' St. Site Address: 836 Lake Asbury Dr.,Green Review: 1 Cove Springs PE#: Phone: 904-999-4120 Email: andrew(a),i)oolsidedesigns.com Prop. Owner: Gregory Beliles orrection Comments Application is disapproved for the following issues: 1. All pool plan reviews from our Building Department are done with the SIMPLIFIED TOTAL DYNAMIC HEAD (TDII)CALCULATION WORKSHEET. I am not familiar with the calculation system you submitted.If you google the above capitalized verbiage; the work shect comes up. Use page 1 and se rein nut using this me hod. 2. Please submit phone#and email address of Mr.Beliles. They were left out on the p/Imit tion. We like to include property owners when we send out our plan review comments Pec. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofe (904) 247-5844 Fax:(904) 247-5845 OFFICE COPY May 2011, 2016 To whom it may concern; There will be no protected trees removed during the construction of an in ground swimming pool located at 42 1111 St. Atlantic Beach, FL. 32233 Owner: A LIZ,,�� OR M 17138 PAGE 1624 OFFICE COPY Fflcfh.mbr� 15-93NA In Witeams Whereof, the said grantor has signed and scaled these presents the day and ym fint above written. Signed scaledand delivered in oo,presence: Shirley L Vomeer Soncoffhnid. County of Tillla� The foregoing ustruanend . acknowledged befibra one this day of March, Weaver, who is/m personally kno� to son car who hawhavc prodwed as idmtficpkpn. id� OnUtOts" mycommiesionExpim: Note,Seal Is G4,"I", noso T, OR M 11138 P� 1625 15-MM OFFICE COPY In Witaca,Whereof, the said gunner has signed and sealed these presents the day and year fund alwre�ritten. Signelt Maled and Miyered in ourpresews, Kenneth G.Richards Stateofflosids, CouncyofDaval Ibc forgoing inalmarent was acknowledged befma me Us l8th day of March,2015, by Kenneth G. Richards, who is/are personally knonya an me or who havbave produced a driver's license-as iclentification. Maw,h-blij— print N...: My comamsion Upj'.' N.C.,S.1 EnMES A'rgn�... W�.WMN—H—and�.Faw Doe # 2015009747, OR BE 17138 Page 1623, Number Pages: 3, Recorded 04/21/2015 at 11:18 AN, Ronnie Fussell CURIK CIRCUIT C()URT DUVAL COUNTY RECORDING $27.00 DEED DOC ST $8925.00 Pretamd by Recoal mal Retain la: --Ciedi.Harnambe gibrafter Title&M. 4 1%11.1fick,And,Scos 475 Flanda 32216 OFFICE COPY File efinexr. 15-9302A Y/ 7T General Warranty fired Made this Merrill 18,2015 A.D. By Kentreth G.Richards and Shirley J.Waver, whose post office address is: 1885 Hickory Lane,Atlantic Beach,It 32233,hereinafter called the Factor,to Gregory P.Beflics and Mary S.Beflics,husband and wife,whose post office acklems is:42 Ilds St,Atlantic Beach,Florida 32233-5700,hereinafter called the grance: (Wb--ased hersia me mass"Immus"ard'Incruce"slen as mastruad to inclod..[I., southern, singWar or Find a the cannot parrha or mquim and shall jackele dhe heirs, lepi ard the succanews and arrignsofocarcesmions) Wincemeth, that the grantor, for and in consideration of the a= of Ton Dollars, ($10.00) and other valuable considerations, rosipt whaveof is hereby acknowledged, hereby goods,bargains,sells,aliens,Temism,ocimcs,conveys and confirms unno the Future,all that certain land stands in Duval County,Florida,viz: All of Loan 9 and 10,exceptithe West 87 fed 046ach lot,Block 41,ATUNTIC BlEACH,according 0 the platthemof.as meorded In Plat Book 6,Pago 1,ofthe Current Public Become of Duval County,Florida. Said property is not the homestead of the Grantor(s) under the tons and constitution of the Share of Florida in that neither Grantor(s) or any members of the household of Grantor(,)mine therours. Forced 11)Number 170269-OODO Together with all the makerearrats,harchraments,and appurtenances thereto belonging or in araywin appertaining. To Have and to Hold, the same in lee simple forever. And the gromor hereby covenants with said gramar,that die gramor is lawfully scized of said Ind in fee simple;that the grantor has good right and lawful authority to sell and convey said land;that the grantor hereby fully warrants the title in add Ind mid will defend the Rome against the lawful claim of all persons whourcurever; and that said land is free of all recariat accountants,restrictions and resonant of mord�if any,and notes scenting subsequent to December 31,2014. KV IWA R i OFFICE COPY Total Dynamic Head (TDH) Calculator v 2.04 Static Lift** Static Suction Lift I Veffical distance in feet from water water to center of impeller If pump is celow"ter level(needed),enter a neriativ value. Static Discharge Head -2 Vertical distance in feet between impeller&point of discharge into pool. it return is below pump,enter a negali value. Static Suction Lift is often cancelled out by Static Discharge Head, in which leave both values blank. Return Fittings Valveq; Enter the number of valves used Return Fitting(s) Size 0.75" PSV2S(1.5�2,0',.��way) of Return Fittings 5 PSV2S2(2.1 - . -way) PSV3S(1.5-2ff 3-way) PSV3S2 (2,0-2.5" 3-way) Equipment Pad Filtration Filter Model C4030 Filial Type SwimClear Valve Type Novalverequired Heating&Santlibiation Heater "'d $sit Cell �L T_E�_ Heater Model H400FDP HP�2 _C L_ Lj Note:May need to enable macros in Excel to use the Clear Form button 0UtPUtS 27 Systenn, Curve Ml� TDH (it of water) 23 b,7 18 1 61 7 -23 33 See al charts Lot complete calculated system curve Befiles TDH.yJs Printed on: 6116/2016 Page 2 of 2 MAN& Total Dynamic Head (TDH) Calculator v 2.04 Data based on published and product-specific hydraulic data. Actual results may vary based on the hydraulic characteristics of the specific plumbing and equipment types used. Inputs Enter cells highlighted in green Pool Info Pool Volume 12,780 gallons Run Time per Day(High Speed) 8.0 hours Minimum Flow Requirement(High Speed) 27 gem *Check local regulations regarding turnover and maximum flow rate requirements. If using a two-speed or variable speed pump, Run Time per Day may change when operating at lower speeds. Plumbing Suction Side�ie Length of I Velocity at Sim Lon_qest Run I Minimum Fft) I Flow IfDS) 1 51, 2 The maximum recommended velocity for suction side 0220 plumbing is 6,0 fps. Check with local regulabons for 2 5" N) 31, 45 12 maximum water velocity requirements. Return Side R�ijge Length of Velocity at Size Long Run Minimum 01) Flow jfps) 15' 00 The maximum recommended velocity for return side 2" 00 2 5" 75 1 8 plumbing is 8,0 fps Checkwith local regulations for 3" 00 raximum water ypiocty requireme0s, Efttings Enter the number of fittings used 90' Elbows 90* Elbows 45' Elbows Couplings or Size (Regular) (Long Radius) (Regular) Unions _TT_ 2 2,5" 6 5 8 31, 6 4 5 Fittings Enter the number of fittings used Tees Tees Gate SAing Check size LStraight Thru) (Branch) Valves Valyes __T�5 2 2 5,r 1 2 2 3, 2 2 Miles TDH.xls Printed on*6116/2016 Page I of 2 16 65 17) -------------- -- rz CL CO) (A 0 0 0 a 0 0 q 0 (jelam lo U)POGH .22 Suction Outlets ROUND SUMPS,COVERS,FRAMES AND ACCESSORIES For concrete,vinyl and fiberglass pools, Hayward round suction outlets are available in a wide range of plumbing configurations,plaster collar options and colors.Whether installing frames and W5 covers at sump-type outlets for new construction OF replacement covers an existing applications,Hayward suction oulleissetthe standardtor quality and value. All Hayward WIG Series suction outlets and replacement covers are VGB compliant nd are tested to ASME A112 19.8b-20D9 nd ANSI/APSP-16 standards as well as meeting CPSC requirements. WGIOUAV Applications Suction Outlet Buying Guide -Residential and commercial stands *Concrete,vinyl and fiberglass surfaces Approved Approved Side Bottom -New construction and replacement covers Cover Flow GPM Film GPM Older Outlet Made Open Area floor wall Ppe Pride One On -All Hayward dran cavers can be used as a single Number Son Sq.Inch (Horiol Whom) Star Sim Oty. Weight replacement sudden when installed on the same suction Concrete line as an EcoStarld SVRS or a Sualturild SVRS Covertuddlemetclini lande Me 11 for am information,on Eci WIRSO WGIC30AVPAK2' s"dial &10 in 72 — — 24 AS lax uses page 98 for in=information an Sexual SMRSO Raplamentraft cover liar flader or wall VAG)i B did 3.10 125 72 — — 10 5 Ibis Features Oude-dual motion(Z pack) -Sumps accommodate the use of SP1 056 hydrostatic W61051AVPAK2 B'dia BAD 125 72 1 A'RP 1 1h'FIP 6 35 IF& relief valve W61052AWAK2 8'did. 8.19 125 72 2'FIP 1 W nP 6 31 WGlOS3AVPAK2 8'dion 8.10 125 72 1 14'RIP 2'RIP 6 351fits. -Replacement aware recourfit to existing Hayward frames WGlO54AVPAK2 0'dis 810 125 72 TRIP 2'FIP 6 35 ba. -7 year life OudeFifisal suction wish adjustable pointer coal or pack) WGIl53AV`AK2 0'1 8.10 125 72 1 th'HP 2'RIP 6 35 IS& - 1 year limited warranty WGI154AVPAQ F dran 8.10 125 72 2'nP 2'RIP 6 35111 W31154SRAW 8'dia, 8.10 in 72 7'Sir r HIP 6 351tods. —6-10 M pfirry/Filiderglass) WG1048AVPAK2" 8'die. 8.10 125 72 1'A'HIP 1 W HIP 6 371ths. AS1049i an than 8,10 125 72 2'FIP 1 Vy FIP 6 37 tods. ��'Amiri Go,.0i Dow dind Bid&.Add hatery OR fid,Gras One her Owk See add SLK fier Malk me,-W,'E' or S-ruenermliquenter Alm:vi in Dark Grier Add!mom Di for Dork stay effer had AV in the mardel number Mode Con. Shipping Number Description Ony Weight WG I 154AV Acomeries WGIMEKIT B ran down and sonew kit—Avon lable for al I covers 10 Alban M IO5lx Adjustable pasides collar(1")far concrete 10 41th. WGX1153V Extension letter with 1 10 Sudan SP105SPAG 2'or I MIP Slashed Gollechor Tube—Black(Set ai 10 711a. SPIC56 2'or I MIP Hydrostatic Relief Valve 25 Slots It SPIGEEIT Installation and removal Deal for SP1 056 20 San, JICSF� -Avinlettlem mr,Dart G,me Bid&.Add led.GIR An Gra,Dan V Da,3,add Ell El.ok. = jir�... 0 1 HAVIIIIIIII For replacement pans see page 278 Universal ColorLogicia POOL AND SPA LIGHTING Universal ColorLogic is the first color LED pool and spa light bright enough to illuminate the millions of pools with just one light.100%brighter than any LED pool light available,these energy-efficient lights deliver spectacular color while replacing -,I conventional incandescent lights. The significance of the low voltage,all- 'a plastic design and UL listing in other manufactures'niches,is a long-awaited industry first for the aftermarket. Universal Colorlogic comes standard with 10 vibrant colors and 7 programmed light shows to choose from,more when used with Hayward Automation.You can even install these lights as close as4 inches from the waterline to light even the L,varsal Colorl."ic Pool and Spa Ughts shallowest areas.Universal Colorlogic lights are available for two primary means I of control;they can be controlled by simply Univerisal Colopl.ogic"' Buying Guide toggling your standard light switch or by Standard Hayward Automation Pool Cord Gen. Col. using your remote control.Networked Switched Light Neworked Lights or Spa Voltage Length Gov. Weight models are designed for advanced LPCUS1 11130 LPCUNI 1030 Pool 12 30' 1 7 hs. orchestration and control and when used with Hayward ProLogicy,and 0mmiLogic J[[PC_US_110_W)it— LPCUN11050 Pool 12 Sol 1 9 Its. controllers,it allows you to customize color LPCUS11100 LPCUN11 100 Pool 12 100, 1 14 fles. shows with speed,motion and 101 colors. LPCUS11150 LPCUN11150 Pool 12 150, 1 19 its. _SCUSl HIM LSCUN11030 Spa 12 30, 1 4 Its. Aftermarket _4�� LSCUN11050 Spa 12 50' 1 6 Its. •First color light bright enough to retrofit a pool with a LSCUS11100 LSCUN11100 Spa 12 1 oor 1 11 Its. single white light •Only LED pool light UL Usted for sets installation in LSCUSI1150 LSCUN11153 Spa 12 150' 1 16 Its. virtually any manufachiner(s niche • 100%brighter than any calor LED light available an the market •Aox Retrofit transformer available in popular module for easy convernsian •Can convert system and install law voltage LED light in as Fule as 20 minutes with Hayward Aox Rearafirt kits sham an page 96. •Use 86%less energy than typical incandescent pool lights •Color shows that match current ColorLogicM or Formula SAm'light shows—so you only haw to replace we light at a time Now Construction •Law Profile Niche doesn't require a bond,ground,GFCl toaster,rebar calls,extra dig or Scoschcast to install •UCL Niche lowers insiallation costs by up to$200 per light •Easy Twist twit no too light installation •Can be installed on the wall or in the floor in as little as 4 inches of water •Ali plastic construction with no gaskets increases reliability For replacement p a na see page a 27�277. HAYWAM OmniLogic POOL, SPA AND BACKYARD AUTOMATION SYSTEM Introducing OrromilLogic—the simplest,most liskEksizi intuitive backyard automation system ever. Designed to be easy for the pool owner to use,while decreasing the time you spend ordering.installing,programming,training, and supporting,goal meets the needs of both you and your customer. With OrgaiLogic,you can expenses to pumps to fighting. Stay Cutting Edge.OrnmLogic was designed and Eliminate Complexity.With the ability to easily install preconfigured programming,and an icon-based touchnscreen directly on the base unit,Ormilurgic can save you hours of complicated Sol time. -Easily Scale-up and Expaudd.Easily expand all capacities and sumessly add features–from heaters engineered to advance with automation technology. consul ah.with fr.. ppx fr,iPh...and Poor ,it pulanot Soon.&0 kponsivir, Our innovative system architecture allows you an easily IfinbaCellm,and wifeless waterfront handhold remove. propagates new capabilities,and inscrall and restare configurations quickly and effortlessly. -Simply order and stock panel.Modular configuration Ongnitogic Base System Buying Guide provides flexibility and ease of ordering.No other system makes it as simple for builders to border and Model Can. Shipping stock parts that support any configuration. Number Description DAY Weight -Wave your Customer,Modem,intuitive sops fair Phornals,Pace and Andmid"provide the look and feel HLBASF OnvoLogic 4-9alay Base 1 5 tbs. of leading-edge consumer electronics,Adjustable faver tea buttons and backyard theme functions allow your customer to not only customize,but personalize Options and Accessories Buying Guide their backyard. Model Co. Shipping The performance,look and feel of an elite application is Number Description Cry Weight jug as important as the technology behind it,OmmLoghc combines the beg in connectivity,versatility and enegy- HURELAYEANK OrmiLogic 4 Relay Module 1 5 tbs. efficient Functionality with an Dim ver interface that HUIELAY OmniLogic 1 Relay Module I I IS. makes the whole system simple to install,program,and HLIOEXPAND ObvingLogic 4x4x4 Valves,Sensors,Inputs 1 1 Ith. use.When you choose Dual you choose the best— HLEXPAND Ommi-ogic Expansion Panel 1 63 tbs. for you and your customer HLVVLAN Damsel Wireless Network Antenna 1 2 tbs. HLWALLMOUNT OmniLogic Wall-Mount Remove 1 3 tbs. Applications HLWATEHPROOF Cirmil-agic Wifeless Waterproof purpose 1 5 tbs. -Any pool or pool/spa combination GVA-24 Hayward Actuator,24 Volt 1 3 tbs. -Single and dual gLipment' T-CELL-15 40,000 Gation Salt Cell 1 4.3 tbs. 'Dual Follow available Spring M15 P-KIT Hayward Salt Plumbing Kit 1 4.3 tbs. HL-CHEM Ompitogic Sense&Dispense 1 9 tbs. Standard Features •Built-in touch display for easy configurifigan and programming •Fully programmable,automatic control of very output in 4 hfigh�voftage relays upgradeable to 10 *4 Valve Actualorelays upgradeable to 6 *Controls up to 16 EcoSta,Pumps without using a relay *Controls up to 5 heaters * 125A Subpanal with 12 Breaker Slats vi 50 Configurable Farrentes Bunions •25 Unique Programmable Themes •Salt Criminal Rudy •Built in Ethernet connectivity •FREE welisple for backyard control from any desktop or premarital •FREE Apes for iPhone. Pad,and Andmid M HAYWAM HeatPW Heat Pumps FOR IN-GROUND AND ABOVE-GROUND POOLS AND SPAS The Hayward Titanium HeatPro heal pump provides an energy eff icient solution to your pool heating options.With its Titanium Heat Exchanger and Hayward Quiet Technology, HeatPro beat pumps heat pool water more efficiently for a fraction of the cost of gas while maintaining a quiet relaxed backyard environment Depending an individual use and application of your pool,a heat pump may be right for you. Titanium Heat Exchange, Titanium orearturam reaft solean,ar for arreales,earostropecirrim, (&EWcWient and troubte-fic, rushorroarace—uressi under ft harshen HP21INT Heiallinas HM*ff H.Oft candidate; Specifications & Dimensions Model voltage WIN Circuit Discount Ship WL Unit WL Nonoter BTU CO.PPlad�Hmu/N�ftotwknWKMxDeo Height nus.) Ira) 95.000 no 14111.008 BTU HEIff HP21004T 95,030 &2 Square 240/60/1 50 30'A'x 34' 37' 205 165 HP21124T 110,000 6.0 Square 240/60/1 50 31'A' 40' 235 195 HP21104T 110,01DO &7 Hound 240/60/1 50 31 'A' 40' 230 190 NOW fan blade ded'. i%oroatic cornices.C., HP21104TG*110,01)) 5.7 Round 240/6011 50 31 IN 40' 230 190 proades entwined!scam further redders compressor HP21254T 125,D30 53 Squaw 240/50/1 50 30!4'x34' 37* 240 zoo and quiet weratien. sound used, HP21,V]4T 140,000 5.7 Square 240/60/1 50 30'A'x34' 44' 290 250 High Performance Evaporator 12112L To JATI COOL Coil and Union Connections Went Gold..n P3120� T ��P 34' 37' 240 200 insistent esecormor SUN BTU HEAT it fin:.ar,re.inet 111`50TA 50.000 5.4 Square 240/60/1 20 30 IN x 34' 2T 160 120 and near snitnew HP50TA 50,0D0 5.4 Horizontal 200-2301 20 41 Wx 17'A' ?5'h* 160 170 Fan 60/1 SM- Astound(racratione ------------------------------------------------ Digital LLD.Cannot liated ter,erature displa,mifth asestoon',inst,entel and neeettatere lu�k out eaudedry Foodierint ?x2WI)rtion Goonetites for high affiven,,dereardriqual AMP ou,nutillsoreand .let.. Con,ancifoocont.liess HP2119"Hasidino HP21 404T Hnad`ff, see,east,installations,is ideal for mould repeacennere.and Itas intagedded notice.ted.,1. a.,Inew cow,mitheeit due need U a..,His, 0 HAYWAM For replacement panic see pages 204-21& SwimQear' 4, LARGE CAPACITY CARTRIDGE FILTERS Utilizing a cluster at reusable cartridge elements,SWiMClearfilteFS Offer a choice of 225,325,425,525 or7oa squarefeetoll heavy-duty dirt-holding capacity for extra- long filter cycles,up to an entire season without cleaning.SwimClear filters will provide years of trouble-free operation and crystal clear,sparkling water. Applications • In ground leads • In-ground posil/ste,inumbinat,ouns; •In-ground spas(residened or commervall Features -High capacity,rapid release manual air relief what, bleeds air wuh a quick quarter turn of the[am (3120 SivinuChine Filter cause S.Wakear fi� -Filter M13 made from durable glass reinforced co-onlynner an meet Me demands of the toughest applicamons and enegronersental conditions.including SwimClear Captridge Filler Buying Guide in-floor cleaning symons. -Seltaligned rank top and bottom make access to Effective serving the Ouief-Clustar"cartridge elements fag Model Fiffization 2'IF SKT x 2 yy Dimensions Col. Cho. and simple Number Am SUP Covelings Width Height Guy. Weight -Heatery-cluty,tamper-proof,on"iece clamp mutely C2030 225 fL1 24' 32 W 1 50 lbs. fastens cook top and Immorn.Allows quick access W C30M 325 V 24' 34 1& 1 60 His, all ingermail components without disturbing piping or commectems, _)� 425 U 24- 40 1h* 1 69 He. e Top manifold configuration provides excellent filtration c5m 525 to' 24- 46W 1 79 His. and hydraulic performance C7030 700 ft.' 24' 52W 1 85 Its. -Non�corposive top closere plate parevents;elements from lifting and allowing unfifterand water to lby�fpass into pool a spa during operation -Ougod-Cluster of high-quality polyester carridge elements provide 225,325,425.525 or 700 square feet of filter area for extra din-holding capacity and long fifter cycles 0 2'full-flow ingernal piping and plumbing for less resistance to flow and maximum Performance - PVC union coupling connection accepts 2'or 2 112' piping for plumbing versatility and hydraulic efficiency. -Full size 1 112*integral dfain allows for fast,100% cleam-out and easier flushing of tank Performance Data—Public and APSP-15 Effectin Fees, gJ near fuledul Finance resign In a Number Araa Raw Rane 8 Hoom IOHcu.1 7 C2030 Z25 ft, MGM 40.2120 511,40101 C3030 325 W 122 GPM 58,560 73.2013 C4030 425 W 1 go GPM 72,000 90,001) C5030 525 ft' 1WOM 72.000 90.01010 C70210 700 fit, 150 GM n.m 90.000 Nbi,�.ndAPSP-i5D.��FI.R.I��.d..375GMtft' 'D�t��inedbyp.P.L�.�dpip�ngs�twhydmulimZ'Oping is moncencended for flow rates abova go GM,Waste'Friction C33310 C30310 C5030 Lrox�in Hydmulics section,pages 71-24 For replacement parts we pages 152-453. HAYWAM EcoStar and EcoStar SVRS VARIABLE SPEED PUMPS The most energy efficient pump at any speed! The Hayward�EcoStar pump is the industry's most energy efficient variable speed pump,thanks to a super-efficient permanent magnet,totally enclosed tan cooled ITEFC)motor and industry leading hydraulic design.Tests prove that EcoStar can save pool owners up to 90%on energy costs compared to ordinary single speed pumps. EcoStar can match pump speed to a pool's needs,versus running at full power 100%of the time. EcoStar SVRS features an integrated Safety Vacuum Release System(SVRS) E..Sw Vp1mblo S,ccd Purn, that helps prevent suction entrapment without additional devices,plumbing or EcoStar and EcoStat, SVRS 011ying GUide wiring. It meets or exceeds all relevant i - ASME/ANSI standards as required by the Model Tend Union Cap. Cm. Virginia Graerne Baker Pool and Spa Number, Description H.P Speed Range voltage C;ennazmas Oty. Weight Safety Act and similar state and local P34MSP5 EcorStar 2.70 600-3450 RPM 239V 2*X2%* 1 65 leS. Single Phase requirements. SP34OUVSPVR EcoStar 2.70 1000-3450 RPM 230V 2'x 2 W 1 65 Ins. SVRS Single Phase Applications •I"mrad ormis of all rW and sizes,pood/spa,conneetars Perforilmance Data •Ideal for mnaerfeatures audit as mterfalls and fountaine, Pump Output(GPM)vs.Total Rechance as Roper (Fact of Head) Feabunds RPM Pattern Oughot 10ft 20 It 30 It 40ft 50 It 60 ft 70ft 80 It •Industry leading hydraulic design,super efficient 1375 40% 51 — — permanent magnet motor saoes up to$1,5w*in mom 5 172 50% 80 42 costsyearafteryear [2975 60% 100 82 41 •Readlumounny digital control i merfare rotatas to 4 diffetent positions an the pump or coun be mil mounted 2425 70% 117 110 90 56 — — — — •Go eft by design 275D go% 133 133 its 100 73 — — — •FNERGY S[AR approved and=pit art vA th i ndustry 3100 90% 149 149 144 130 117 91 36 — Go regulatious;such as Tate 20 and APSP-15 3450 1 100% 1 194 11A, 172 160 146 130 110 94 •Ful ly programmande,self-contai red 24-hour time clock mom NffTL-I.complem preep performance Me 25� up to 8 custom speed and mom functions •No add itiona I scourelle,or time clock needed Overall Dirmwilidmu;Umbel •SpRS model complies vA th ASME Al 12.19.17 _Io.pr 15.9c Appeal cerl�ma,wr,tharead on compnorn pump mal ham of plembintsweardlength, 0 134A1 ma'"e' 7 A2r---- .Z V'r For replacement parts seepage 127. HAYINFAM M Sta"dard Cultio Nickel Universal H-Series Low NOx 1�,1��Q/ Vileat rc.)iciianget- FOR IN-GROUND POOLS AND SPAS The Hayward Universal H-Series gas heater is the �.universal"energy efficient remedy for any new or existing pool or spa.An industry leading hydraulic design reduces circulation pump mn time to provide energy savings of up to 18%when compared to less efficient competitors.The energy efficiency of the Universal H-Serles gas heater combines with environmentally friendly low NOx emissions, a standard cupro nickel beat exchanger and ultimate installation flexibility on new or existing equipment pads to responsibly heat a pool or spa today and for years to come. The forced draft system in the Universal H-Series constantly moves air through the combustion chamber at a precise flow rate eliminating outside weather variables that can affect heating performance.Wind conditions are eliminated and there is no need to install a high-wind stack. [(tV7E;nergy JCZtNote:Hayward Universal H-Series heaters meet the NOx tiLi"Efficient emission standards set by the California South Coast Quality Air Management Commission for 20DI and the Texas Natural HMFDN universal 11-finflin;Law NO.Beecher Resource Conservation Commission Code. FOR INDOORIOUTDOOR USE 1lMVrq0T1;21Yj9rT1 lill , i[lj1fPTWM(;Tj: State-ul-tho-Art Finn Plate Heat Exchanger with Capro Nickel Silicon Nitride Hot Surface Electronic Ignition,Dust Thermostat All Hayward heat eschangers are Model BTU Thermal Heater Co. Cut. nitruchad or highly resilient Curse Number Input Efficiency Gas Type Width any. weight Nickel for greater durability and H150FDN 150,000 83.0% Natural 21 1W 1 141 tbs. longe in eme in raft-lbased,high H150FDP 150,DOO 83.0% Propane 21 W 1 141 tbs. flow or aggresurie water chemistry H200FDN 199,900 83.0% Natural 24 Is' 1 154 tbs. set ups.Our learned single header H200FDP 199,900 83.0% Propane 24�/,' 1 154 tbs, 7'haff Is design hear exchangers H25orDN 250,000 33.0% Natural 28' 1 165 tbs. allow for long life and fast heating. H250FDP 250,000 83.0% Propane 28' 1 165 tbs. to H300FDN 300,000 83.0% Natural 30' 1 1 BO tbs. H300FDP 300,000 B3.0% Propane 30, 1 100 tbs. Protestant Bypass Design for H350FDN 350,000 82.7% Natural 33W 1 195 tbs. Superior Hydraulic Performance H350FDP 350,01)(3 62.7% Propane 331N 1 195 tbs. New polymer hisrde�T;�del H 399BOO 83.0% Natural 36 W 1 1971lbs superior hydraulic is OOFOP 399,900 83.0% Propme 36W 1 197 ths sme enargy and pronect against the *�1100N 500,000 83.0% Natural 41' 1 223 tbs. 0 n.to damaging efforts of emsion from H590FOP 500,000 B3.0% Propane 41" 1 223 tbs. high flow conditions foreapsaid —250/1" reliability. Designed for todays larger diameter plumbing systems with 2'x 2 V CPVC mions. Forced Draft System Ffirced draft system constantly moves air through the combustion chamber at a pneciss flow mal eliminating all maride weather variables that can effect the hearing performance,such –M----------------------------------------- as high whom conditions—without a high Who stack. LE.D.Control Panel EasV-"ad L.E.O.Control Panel provides digital temperature readout. durandcas and electronic'lock- out'of temperature so-point. WH40OMN Sed.ii: tmFDN San. Fair mplacmeM parts we pages 2W�M. Hil 1 0 FANS[/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 Maidnium Sysftm Flow Rate OFFICE COPY Minimum Flow Rate Required: 35gpm per skimmer(required: I skimmer per 800 sq ft of surf area) 1. Calculate Pool Volume 426 4 X 7.48 (gal./cubic foot) 12,750 (SurfaceArea) (Aa,,Depth) (volume to Gallons) 2. Determine preferred Turnover Time in Hours: 6 X 60 (min/hour) 360 (He..) Crunnmrar to to) 3. Determine Max Flow Rate 12,750 360 + 35 35 (Volume in Gallons) (Tomeazir in Mtn) (Pool Aw Rate) (System now Rate) 4. Spa lets:_X_GPM perjet=—flowrate (No of Jens) U.Mo.) Crsal let Plans Rate) (For Single Pump pool/spa combo,use the higher of No.3 or No.4 in the folloWng calculations for the pool&Spa) Determine Pipe Sizes: Braduch Piping to be 3" inch to keep velocity @ 6 fps max.at 35 grim Maximum System Flow Rate Suction Piping to be 2m5" inch to keep velocity @ 8 fps mail.at 35 gpin Maximum System Flow Raw Return Piping to be 2" inch in keep velocity @ 10 fps max.at 35 grim Maximum System Flow Rate Determine"m fified TDH: I. Distance from pool,to pump in Ft: 30 2. Friction loss(in suction pipe)in 2.5" inch pipe per I t.a grim= .05 from pipe flow/friction loss chart) 3. Friction loss(in ineturn pipe)in 2" inch pipe per I t. 9 gpm= QA from pipe flow/friction loss chart) 4. 30 X .05 1.5 o,sugm of Suomi Pips) lot of lound/l ft of Pipe) (MH Stietum Pipe) 5. 50 X .06 3 o.angth of Sattion Pia) in of head/l it Fh,-) (MH suetum Pipa) Flow and Friction Loss Per Foo TDH in Piping 4.5 (Schedule 40 pvc Pipe) Filter loss in TDH (from filter data sheet) - -- jZ5 I Is FPS Heater loss in TDH (from heater data sheet) 2.4 Total all other loss 4.2 n IN I.,- as Total Dynamic Read(TDH) 11 .1, Selected Pump and Main Drain Cover: Pump selection Hayward SP340OVSP 3 hP using pump come for TDH&System Flow Rate (Pump model and size in HP) MainDraftsCover HaywardWG1154S — (System Flow Rate must not exceed approved cover flow rates) (N.,model and size to HP) Notes;Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required In-floor Suction Outlets: (Check all that apply) J( 0 3' , 0 2 suction outlets @ 125 gpm max. flow (see note 2) D 0 G 0 — suction outlets @_gpm max. flow (see note 3) C]r——————= channel drain @_gpm wit _ports (see note 4) TDH Calculation Options OFFICE COPY ANSI/APSP/ICC Worksheet (For each Pump) Swimming Pool Energy Efficiency Compliance Information Check one Note:These Requirements Apply ONLY to the Fillaration Pump El Simplified Total Dynamic Head (STCH) Maximum Filtration Flow Rate Calcuttations, Complete STDH Worksheet-Fill In all blanks Pool Water Vourne-12750-360=_W-gpm=filtration flow raw El Total Dynamic Head (TDH) Is then an Auxiliary load on the filtration purnp?Yes—NO_X_ Complete Program or other tales.Fill in required blanks on worksheet&attach If so,what is the auxiliary flow raw_____gpm calculations Maximurn Flow Rate_a5___gpm(maximum auxiliary pool twits or 0 Maximum Flow Capacity the filtration flow nue,whichever is grimer. Notes:of the new or replacement pump The poolfiltrationflm rate shall not be greater than the rate needed 1. If a variable speed pump is used,use the max to turn over the pool water volume in 6 hours or 36 gimn whichever is pump low in calculations greater. 77ds means thatforpools of less than 13000 gallons,the 2. For side wall drains,use appropriate side wall pump shall be sized to have aflow rate of 36 Sit.or less. drain flow as published by manufacturer 3. Insert manufacturer's name and approved Suction Pipe size @-6 fps--2-51-jnch maximum flow Return Pipe size 19 8 FPS--Z—inch 4. See installation Instructions for number of Filter Factors:(Cartridge.375)or(112 2)in (Sand 15) ports to be used 5. In-Floor suction outlet cover/grate must 35 375 93 conforra to most recent edition of ASME/ANSI (flow raw) (filter factor) (minimum filter size) Al 12.19.8 and be embossed with that edition Fi[wMaketSize Hayward C4030 425sq.ft. 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 them 17000 gallons)(circle one) revised plan and TDH calculation worksheet for model Hayward SP340OVSP anoroval Flow Raw(low speed) 14__gpm 0-620-rpm Velodiv-Fe Parsecond Flow Rate(high speed)Ja---gpm(9 -3450?m(not required Piw�lz, 6 FPS 8 FPS 1 10 FPS 0 if no auxiliary I ad on filtration pump its. o". W,. .14 62 .21' Pump Controls 2" 628P. OLDW 82 am .10 10 P. Standard time clock/2 speed time clock—or other 21" as sn 0.05, 117 pm .06' 1" 3" 136'm o. - 181 pru . 7- 227 . .10- Heater Model Ha=Ard H400FDR 4' 234 gpm 0 3 313,. 05' 392 P. .07' 534 gM 012 712,m 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. 6-28-16 name Swimming Pool Specifications for: Owner: Greg Beliles 42,— Address 42 Eleventh Street cmaractors sign.ture Andrew Waathp= City,State,Zip Atlantic Beach, FL 32223 PrmtNarw CPC1456579 Cerdsh.bmiNtunbe, Telephone Number OFFICE COPY Total Head In Feet Conversion chart inches Mercury(Vacuum Gauge) F-6 a I lo F- 2-] 4 1548 16 Is 0 0 2.3 4.5 6.8 9 1 11.3 1 13.6 1 15.8 18.1 20.3 1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 2DA 22.7 2 _C6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 U.7 25 1 6.9 9.2 11.5 13.7 16 18.2 20.5 22.8 26 27.3 4 9.2 11.5 13.8 16 18.3 20.5 22.8 25.1 27.3 Me 5 11.5 13.8 16.1 18.3 M.6 22.8 25.1 27A 29.6 31.9 1' 8 1 0'3 1 .4 2.7 2 .7 25 26 273 [4 �7 s -.6 9 s ,.9 5 t2 3 6 13.9 16.1 18A 20.6 22.9 25.2 27A 29.7 31.9 34.2 7 10.2 18.4 20.7 23 25.2 0.6 29.7 32 M.3 36.5 8 1&5 20.7 23 25.3 27.5 29.8 32 MA 36.6 Ws 9 20.8 23. .0 M 32.1 34.3 36.6 38.9 41.1 10 23.1 1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 P 11 25.4 1 27.7 29.9 32.2 M.5 36.7 39 41.2 43.5 46.8 S 12 277 F30 32.2 34.6 36.8 W 41.3 43.5 46.8 48.1 1 13 30 32.3 39.1 41.3 43.6 45.9 48.1 60.4 34�� 2 1 4 14 32.3 34.6 is 9 �329�1 1.4 43.6 46.9 48.2 50.4 52.7 -�5 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 62.7 55 Is 37 39.2 41.5 43.7 46 48.3 605 52.8 56 57.3 17 39.3 41.6 43.8 418.3 5N; 52�8 55.1 57.4 59.6 18 41.6 43.8 46.1 48.4 50.6 52.9 551 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 40.2 48.5 15�7 53 55.2 57.5 59.8 62 64.3 W.6 21 485 60.8 53 %.3 57.6 59.8 62.1 64.3 66.6 58.9 22 50.8 63.1 55.3 157.6 59.9 U.1 64.4 66.6 68.9 71.2 23 53.1 55A 57.7 59.9$62.2 64.4 66.7 69 71.2 73.5 M 55.4 57.7 60 1 62.5 64.5 66.7 69 71.3 73.6 75s 6, 78 26 57.8 OD 62.3 645 66.8 69-1 71.3 73.6 .4 26 60.1 62.3 64.6 N.B 69.1 71A 73.6 75.9 78.1 1 1 77 62.4 64.6 66.9 69.2 71.4 73.7 75.9 79.2 90.5 82.7 1 28 64.7 66.9 69.2 71.5 73.7 76 75.2 80.5 82.8 85 29 67 693 F71 5 T73 8 76 78,3 80.5 a2.8 65.1 67.3 W 69.3 71.6 73.8 76A 78.3 80.6 82.9 85.1 87A 89.6 31 71.6 73.9 76.1 78.4 80.7 82.9 65.2 87.4 89.7 92 32 73.9 76.2 78.4 80.7 83.1 86.2 7.5 89.7 92 94.3 0 0 33 76.2 78.5 8 t.763 85.3 87.6 89.8 92 94.3 96.6 34 78.5 80.8 83.1 86.3 87.6 89.8 912.1 94.4 96.6 98.9 8 35 80.9 83.1 86.4 87.6 89.9 92.2 1 92.2 94.4 96.7 1 98.9 1 101.2 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. ova FLOM Allift WWW WOW NAMF (,*l OFFICE COPY ro K-qmms— Saw— =Awn PL -11mou on mail r,.'AA:M- T:%A'K ----------- 0 14 ELEVENTR� STREE 00 4(f laGH,'—OF(—WAY PAVW�P ASP MT P ARKt N8119'02't 16Y5"-7'—(fRON TO' ON 0 MM OFN8 5 1 9'27*E: 163-52' (BY PLA-r, WOW*Atx FOUR T. —magThe 115.72 j 1 04 x cuft NOR E 90 rams 417.0)ra2o. I 1ptft PIPE 1 0, N WNW TE so I 09 S Qllw� (VIA! A ww.NW LIJ M5*W46"W 156,Qrr 241 LOT 10 �Ao %.--, ILW LJ>-a L------ to > W4 Lao C.) < Fm I tt*,ft cmm THE *ESX'U V 87 00 FEET OF LO o- OT MR its LOT to M'fT-p,a a 7.4 1-0 it SS D*O& Room (n@ 2ta2,T 4' LIVE W—'A46' S85Vr46-W 157.Iff it- lr,- FLOOD zow Low tv zo L86645 POPE FLOOD zow LOTs. STCRY W',0o laLOC 41 (S83'19'27'W 16,r.21' BY PLAV S82761 6"W 65.20' [RON TO IRON) No.10 7 6 S85MZ46w V 15 MW lu uj cv= -am-*vo wvow lKift OF P"Ot MM MK -m cm Ue 411WAM w 0=!M -W Cm am Ir cam W&AV%%f If e�� wr at nLL ws� so cm wow" 51TE PLAN - 5 I r— wo"D LOTS 41 AW lo M-C<,K 41 MIN ftAMAMDOWN& mm re If I. r—I 42 ELEVEt t9W STRZET mirrAmusam 0 In= '." ATLANTIC BEACK CWAL C4%WTY, PLORIVA --j MAO&. AM -0 OFFICE CwPy BOND KAM TOP OF!DECK SEE 4/Si.1 r .2 10"BONO.KAM TOP. SEE 4/S1,2 le BOND BEAM OF OF SEE VS 1,2 Ir STRUCTURAL C04METE V SEE 7/si,z POOL SHELI,WALL o.c., _,.-#4 VOTICAL 0 4 iz"ox EX AT CONTRACTORS OPTION MR.ALIGKD iv/ "AL AT STAM ONE FULL BAR MAY BE FORCING BENT INTO SHAPE IN LIEU OF SPLICED BAR SHOWN $TRIJCTURAL #4 HORIZONTAL 0 CONCRETE SL HORIZONTAL 0 fA,WAY.TOP 4 IZON 0 15 0 5"o.c 2-j#4 EANAVOT 12"o.c.CE14TERM SUPP 12'cix-CENTERED Sr STRUCTURAL S"c,c TAL 0 CONCRETE SLAB lArWoAy TOP Wox,CENTERED V-2' 13 AN TOP REIWORCI 5,-#S TOP AND 5-#5 J BOTTOM w/03 STIRRUPS TOP AND 5-0 'For, 12 11R KAM BOTTOM w/#3 STIRRUPS 'RE F BOTTOM STIRRUPS IA. lZo.c GRADE AND 5 0 12"*.c OWE SEAM SEAN REINFORCING REIWORCING Y"j. N A�BOT,CR SEAM EA.WAY F307 SOT.OF fTG. A 11 1 t -TSEE 7M.2 8*s7ftcT(mL IrT T'. j,.801 T Of J`70� SEE 1)%1,2 EA. ICRETE SLAB le SEE 7/S1.2 WAD OVER�"TICAL 05 SEND OVER VIERTICAL AUGERCAST PILE REINFORCING '--'-KND 0\?ER wwnm ALM W* op AuaERcAST PILE REINFORC, GRADE BEAM/SLAB AIJGERCASTPILE REIN ORCING INTO INTO GRADE SEAM/SLAB INTO GRADE BEAM/SLAB la'o AUGERCAST CONCRETE jeo AUGERCAST CONCRETE il-21 L AWNOR PILE(TYPICAL 16�O AUGERCAST CONCRETE J 8 LOCATIONS) ANCHOR PILE(TYPICAL ANCHOR PILE(TYPICAL 8 LOCA-11IONS) IT— 8 LOCATIONS) x 20"d-STRUMPAL GRADE-BE 1—j 2 $ECTION /-3--\.SECTlON r--\SECT ON t I '—- - 3/c V-(r 1\�.2 SrALEi.Vr Y-0' ADD 40co 014.x 3'-0* F DIAGONALS AROUND DEEP ltl-L DRAIN OPENING #5 0 S'"' 3 MORTAR EA.WAY TOP S*STRUCTURAL 9-T CONCRETE SLAB SULLNOSE COPING AS PER Itr ANISH, MAINTAIN 2-#4 SUPPOR7 RmPm r*R Cor.".E.COW C ra: ARCHITECT DESIGN CONCRETE COVER AROUND OPENING, MY Oro ATLANTIC BEAC WATER LINE 4 IV own EA.WAY SOT. SEE PERLWM FOR ADDMO z S'WATERLINE s u !nLF 0 i2l O.C. SOT OFFTQ oftin 11111m A& S BOND BEAM W/.Z�#4 —EACH WAY P001, SEE 7/Sl.2 SEND OVER VERK&#5 AND CONTINUOUS,AROUND SLA13 REINFORCING AUGERCAST PILt REINFORCING ZONTAL PERWETER(TYP) INTO GRADE SEAM/-Q)-AS BOTTOM w/1#3 STIRRUPS IV#AuGERCA$T CONCRETE HMZONTAL mc.,CENTERED \6"CAL 0 DEEP WELL S-f5 TOP AND 5-15 J- 0 ac..CENTERED ORAiN 0 12"D.C.GRADE BEAM ANCHOR FILE(TYPICAL r 0% Ir 8 LOCATIONS) j r— REINFORCING u TYPICAL r 1---\DRAIN OPE14ING REINFORCING DETAIL \SECTION uj SECTION ,.-F \Z' . --V-(r \%Zj.V,S0LL-3/4"-V-W cc sum 3/r SCAI.V�3/4 cp SEE 4/51.2.\ a OFW1 TOP OF%CK OF ING P'd ibi�OF G Op SLEV '16,67' 16.67' TOP WALL EI EV -q-1 r------ ------------ --- DiE.P. ISSUE r--------------------- T/Pu TliPILE 4 T BOT OF M I/Pi E r---- 80T ---------- sam -4&OT FI.lr,, ------ -- -------- SOT OF FTG,,,K --fdbi-10.4r%F DEWS L- ------ ------ --------- SEE SEE 6/Sl --\SCHrzMA-n C POOL SECTION SCAM';/4" AS WOIW Li AS N LC L 0 C, S1.2 POOL SPECS SIZE: IT x 35'6" SQFT:435 DEPTH:3'to Y to 3' PERIMETER:95' 4_—Pool,Equipment ESTTOTAL GALLONS:11,100 SKIMMERS: I in beam RETURNS:3 wall INTERIOR MATERIAL:Pebble SPECIAL: TILE:6N x 6H Turtle friendly Raised Spa NOTES: Spa 119 SPA SPECS Bench SIZE.,10'mund SQFT1 OFFICE COPY DEPTH:3' PERIMET*ER: EST TOTAL GALLONS: SPILLWAY:Flowover beam RAISED HEIGHT: SKIMMERS: RETURNS: TILE: INTERIOR MATERIAU Pebble finish Turtle frielm fly SPECIAL: pool light Bench NOTES: 11' 3"— PLUMBING Lanai RETURNS:3 wall returns SKIMMERS: I in beam 0 0 0!1 —17 POOL MAIN DRAINS:2 VGB cornpliant SPA MAIN DRAINS:2 VGB compliant CLEANING SYSTEM: HEADS: Turtle friend ly VAC LINES: ROL30T VAC: pool light WATER FEATURES: SPA SPILLWAY: LIGHTS IN POOL:2 LED turtie fijeW_ LIGHTS IN SPA:I LEd turtle ftiendtv Walk in TOTAL PIPE: steps SPECIAL: NOTES: DECK W v alk in DECK TYPE:By others ELEVATION: step TOTAL DECK SQFT: PERIMETER: RAISED BEAM: UP STYLE: MATERIAL 1: MATERIAL 2: SPECIAL: NOTES: EQUIPMENT POOL PUMP:Variable-9x-ed 2ND PUMP: Designer: KHS Customer Name: Beliles FILTRATION:ca"dge FILTER SIZE: HEATER.Hayward heat and cool 120K BTU INUNE: Address: 836 Lake Asbury Dr. Address: 42 11th St. TIMER: GAS: City: Green Cove Springs City: Atlantic Beach SPECIAL:Omni looic Dool and sDa controlwith saft system NOTES: State/Zip: FL 32043 State/Zip: Fl 32233 Phone: (904) 999-4120 Phone: 904 999-4120 Deck by others Cell: Cell: Email: andrew@poolsidedesigns.com Email: andrew@poolsidedesigns.com Alternate Contact: Alternate Contact: License #: CPC 1456579 Job #: