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1182 LINKSIDE CT - SWIMMING POOL PERMIT , �s J CITY OF ATLANTIC BEACH ;;, . • , LL r 800 SEMINOLE ROAD \J 'Y ATLANTIC BEACH, FL 32233 \ INSPECTION PHONE LINE 247-5814 '\.-/-0519j,-•:-/ SWIMMING POOL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-POOL-2724 Job Type: SWIMMING POOL/SPA Description: inground swimming pool Estimated Value: $31,000.00 Issue Date: 1/10/2017 Expiration Date: 7/9/2017 _ PROPERTY ADDRESS: Address: 1182 E LINKSIDE CT RE Number: 172374-5135 PROPERTY OWNER: Name: SHERMAN, ANGELA Address: 1182 E LINKSIDE CT GENERAL CONTRACTOR INFORMATION: Name: ISLAND POOLS,LLC Ronald D. Gray, IV, CPC1457429 Address: 1546 LINKSIDE DR QA RONALD D GRAY IV 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. 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 (Advanced Disposal and Realco Recycling). Container cannot be placed on City Right-of-Way. Full right-of-way restoration, including sod, is required. All runoff must remain on-site. Cannot raise lot elevation. FEES: PLAN CHECK FEES $102.50 BUILDING PERMIT FEE $205.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACII ORDINANCES AND THE FLORIDA BUILDING CODES. .� I f CITY OF ATLANTIC BEACH A s) 800 SEMINOLE ROAD • ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 r--0;31!? STATE DCA SURCHARGE $3.08 STATE DBPR SURCHARGE $3.08 Total Payments: $313.66 PERMIT IS APPROVED ONLY IN ACCORDANCE WITII ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s-=L`ir.4, City of Atlantic Beach .� APPLICATION NUMBER s, Building Department JS 800 Seminole Road a. . ,•. (To be assigned by the Building Department.) ',"�`'.,�s) is . �'� s Atlantic Beach, Florida 32233-5445 " DEC I 10-P 0 u L— 3. ,,� 4 l 2016 Phone (904)247-5826 • Fax(904) -5845 b '"Lr � E-mail: building-dept@coab.us ti-'„ Da I I &p ,.,i•_ to routed: d I I 10 City web-site: http://www.coab.us _____ APPLICATION REVIEW AND TRACKING FORM Property Address: \1%d- Ltr\V-S1(ji ge e7( 0- . . i ent review required Yes No n• Applicant: ,S\CL it p(m l s - anning &Zoning Tree Admirns ra or Project: 1 /1)(Uu n 6 SW t tv11n t 11(5 s o 6 ) •ublic A 41 ks � Public I i i les Public Safety Fire Services /K---- . Review fee $ Dept Signature PC7.,-L Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: } APP ATION STATUS Reviewing Department First Review: leApprov . ❑Denied. (Circle one.) Comments: BUILDING N A- PLANNING &ZONING ,: ?'"( Reviewed by: Date: 7// TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. Ic WO!.. Comments: PUBLIC UTILITIES g:: .. —/CiP/Z-7 LIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 s=Any.,,' City of Atlantic Beach A ,\ , Building Department A ire 800 Seminole Road (To be assigned by the Building Department.) Atlantic Beach, Florida 32233-544510—POOL—PLIC c� �l! Phone(904)247-5826 • Fax(904)247-5845 .0;3 1rPPLICATION NUMBER E-mail:Email: building-dept@coab.us Date routed: 1 I &I l 16 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 L.%c} L.tI\\LS t C - U( , D- • - . • ent review required Yes No gAlt, Applicant: S\a�(� Pat l s anning &Zoning • Tree Admini a or Project: 1 n)(vu 1)6 S1,J t m 0.11(\ p p O ) ublic Ualors Public i i les Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ,Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: ots�," ----- Date: /1�741. TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 r,:vp;.J1 City of Atlantic Beach APPLICATION NUMBER ,; Building Department (To be assigned by the Building Department.) J 800 Seminole Road uV—pooL_ a-i-a- j V: Atlantic Beach, Florida 32233-5445 i\ / Phone (904)24,7-5826 • Fax(904) 247-5845 1 I I :i��;wr E-mail: building-dept@coab.us Date routed: v 1 10 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1t-S)- Ltr11-S . Ot D- • . r • ent review required Yro \ : . **n* 1/ Applicant: �`(.�.Alt Pei l S - anning &Zoning Tree Adm_ ini ra or Project: \ nrovitnd SWtmiNeli1G� Qpb ) -ublic A • ksJ Public I i i ies Public Safety Fire Services Review fee $ Dept Signature _ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS I Reviewing Department First Review: roved. I (Denied. (Circle one.) Comments: BUILDING '1 L NI PLANNING & ZONING Reviewed by: / Date:f d •7� ' TREE ADMIN. Second Review: nApproved 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: I - - . Revised 05/14/09 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH y 800Road, Seminole Atlantic Beach, FL 32233 FLE V Office (904)247-5826 Fax (904)247-5845 •• Job Address:J 14'2- Lim Vs leTP{. 64-e. r c thI P—Permit Number: i 140-�Po Di--a 1.a�-( Legal Description s-}2' 17-Z --ZI E �lv L vl s, t' -i- a�clei#� S r"t Floor Area of Sq. t. non-heated/cooled Valuation of Work$. 1 Proposed Work heated/cooled Class of Work(circle one): !V Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial esiden If an existing structure,is a fire sprinkler system installed?(Circle one): es No N/A Florida Product Approval# EC IE0 V E For multiple products use product approva form D Describe in detail the type of work to be performed: )0 11(0,61k1),)4/1/11vvvirjSI f" ! NOV 3 U 2016 _ I —9 Property Owner Information: Name: A%.. ,I . Address: U1%'Z LiIA4MC..] "• .;_vi,-6i. City MEMi- _ i l Stated, Zip .... Phone E-Mail or Fax#(Optional) Contractor Information: Company Name:1-& V l�IS `�, QualifyingAgent: 2 ''''''.i Address: 15'-�P l�V1l/ Or- 1>►'' City�'-4-k �i C �' 1" State Zip x.222 33 Office Phone Job Site/Contact Number6T, -? = � Fax# 610 �,`12-O3' State Certification/Registration# C.P L I'-t s-1 `'t ol. di Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in tr his jurisdiction. This permit becomes e null er work void if mmenced.not I understand that sepathin six rate permits muor st be secured for Electricalconstruction or work is uWork,i or Signs,a Wells, ols,XFurnaces months at Healers, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS Th WHIR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH ______ .__-...ATTi1T/-'I xii-vi TII Nn FIC'_ CIF 0yL41rv, TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Department of Community Development J =" Planning&Zoning Division 800 Seminole Road Atlantic Beach, FL 32233 j-c`3 )r (P) 904 247-5800 (F) 904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION cwner(s) ( Legal Authorized Agent* NAME OF APPLICANT j 6 10A-- ptiT)I S l �vlJc) S v Vi G G /-t'• e Se) NAME OF COMPANY ADDRESS OF COMPANY u ; ✓k S;d� fr. A ' PHONE 3(.1.....5.4.1.),/ CELL EMAIL c e S' puri ,OC CONTRACTOR CERTIFICATION NUMBER q l a ....... , r PIM ATLBCH BUSINESS TAX RECEIPT NUMBER ID 2016\11111 SECTION II-SITE INFORMATION DEC 1 - STREET ADDRESS OF PROPERTY I I L ^ k s , L C4- &„— If If an address has not been assigned to this property,contact the AB Building Deportment at(904)247-58261 to request an address. LEGAL DESCRIPTION 94,1 ... 3 f . as _ 2� . .ivy. L-t ... �S t Le, Li A 4- I LV LOT BLOCK SUBDIVISION ,•, )<. 51'G P REAL ESTATE NUMBER j 1 a3 �,(, s---13 sLOT OR PARCEL SIZE: 5� l SQ FT AC RESIDENTIAL C� COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation" of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed •ml the above-described or adjacent properties in conjunction with this project. SIGNATU',.!'IWNER SIGNATURE OF OWNER Signed and sworn before me on this day of , (7)0 6 ,by State of County of a. .4„ Identification verified:c _ Oath sworn—Yes r No Notary Signature s: ,,,,,, KAY KEEL SMITH MyCommission expires: ° ., ` Commission#FF 040768 REV-TVA-v10.12 p '�' 'g Expires November 30,2017 , di F�.� Bm�nd TNu Troy Fan inawxnce BCS City of Atlantic Beach APPLICATION NUMBER A " Building Department - (To be assigned bythe BuildingDepartment.) °t - ...- 9 P ) ` � 800 Seminole Road . nv 4J^D o L_ Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 EL I+ 0 I f 7:111,15.., E-mail: building-dept@coab.us 7 1 Date routed: I ` �O 16 City web-site: http://www.coab.us APPLICATION REVIEW ANDTRACKING FORM Property Address: \1 - Lt I\`LS t j..Q, t4 - C+. D- • . ent review required Yes No 1 •• •_ Applicant: -k`(r,�(t POM S -arming &Zoning • Tree Adm oris ra or Project: 1 nil)vt.nd pDc ) -ublic A • ks J Public 1 i i ies Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. enied. �r•�4 /4 (Circle one.) Comments: fee #4,46 „,,„4, BUILDING PLANNING &ZONING �r Reviewed by:,,��,g Date: /PJ2/f, TREE ADMIN. Second Review: roved as revised. 6 a-2 avo, pp ❑Denied. PUBLIC WORKS Comments: 11//&eiv-i 40444 PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: / i FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 CITY OF TIC EAC 0 r17y, DEPARTMENT OF PUBLICBWO KS J, 4 ,�g ' 1200 Sandpiper Lane + ",``.Y;` , Atlantic Beach,FL 32233-4318 f N0 TELEPHONE:(904)247-5834 yr FAX:(904)247-5843 www.coab.us j....401119 r' CONTRACTOR: 4 / DATE: 12-13-16 Island Pools 1,./ / / PERMIT# 16-POOL-2724 1 1546 Linkside Drive - — / ADDRESS: 1182 Linkside Drive Atlantic Beach,FL 32233 M (2/2 Atlantic Beach,FL 32233 Email: rd@islandpools.org PERMIT APPLICATION FOR N W INGROUND POOL Your permit application has been by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams,Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) ** Provide impervious surface calculations for entire lot (existing and post construction). J** All runoff must remain on-site. Cannot raise lot elevation. J** Due to the fact that this house is already over the 50% impervious area,the City needs details on pool coping and proposed deck. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) ** Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. ** 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(Advanced Disposal and Realco Recycling). Container cannot be placed on City Right-of-Way. ** Full right-of-way restoration, including sod, is required. ** All runoff must remain on-site. Cannot raise lot elevation. cc: Toni Gindlesperger, Building Department Jennifer Johnston,Building Department Perrone, Jennifer C. To: rd@islandpools.org Cc: Williams, Scott; Gindlesperger,Toni; Johnston, Jennifer Subject: Plan Review Comments for 1182 Linkside Drive Attachments: Plan Review Comments 16-POOL-2724.pdf Permit application#16-POOL-2724 for 1182 Linkside Drive is currently denied by Public Works. Attached are the plan review comments. Please submit required information at your earliest convenience in order that we can process approval for our Department. Thank you, Jennifer Perrone Administrative Assistant City of Atlantic Beach Public Works (904) 247-5834 iperrone@coab.us 4 1 11 i ' _ ` n 41;Alr-i-e_- -- - - -16 /Oval%.;4.1 ( 1 , : i /00 X fel = --gO-0-- i ?Owe ft," k 1,3 -.= /ii' • ' . AP- 01./3 - 6// Lz,1 X b 74, 6. 0-z A(3,'-1 r_ ___/1447,,l' / 17, 4t - oxvp, rx f- 7,' /fail' _ eipesait ! /bK i,, 9 f- 7 \ _Tr_ otif:p !i d j-- x ,2 _/� _- Ortvbhr 30Y /6 z - _ b/ oZ, x r 4 .1Z ,f. , f kC Q '7` f- 3 '' /2 il -- i ' ' . a -f--I6 . Ave/4 Owit 4/, I le,yhet-Wr7g, 4/4,4, c i fiza-V---470v61, / ,,/-45 - Atmoi&-f-uva, ifki.v.: 7 1 7c, _ _ P00 / 4`, 5 9o. ,� fl CITY OF ATLANTIC BEACH 800 Seminole Road it1 Atlantic Beach,Florida 32233 1 Telephone(904)247-5800 FAX(904)247-5845 r J'3 >r. REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Dater ,.1 l - / C Received by: Resubmitted: Permit Number: I g-Pa,i - Z7 Z4- Original Plans Examiner: Project Name: coVi C Project Address:1 18,„,), /_,`, L-%; d.c C(- L= Contractor:-1-5 l o,.,J (fat Cc Contact Name: 3) Contact Phone : 33 y-5'-/ / Contact e-mail: Revision/Plan Check/Permit Fee (s)Due: $ Description of Proposed Revision to Existing Permit: re sL,b,— k4, I Zr 10„fax rvr6u3 Cc: ✓zi`d Additional Increase in Building Value: $ Additional S.F. t Site Plan Revised: CliPublic W/U Approval: r By signing below.I(print name) ,D (.73-1 6.y affirm that the above revision is inclusive of the proposed changes. 2 1 ... - (f- 7 , •'r_nature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only' ©E I Date: /0Z,./re ./tApprove d:jdby DEC -----1 j li 1 9 2016 Plan Review Comments: -J Department review required Yes No Building / A eV/ Planning &Zoning Tree Administrator 'lans Examiner ublic Works (-7-7/2-0/6 Public Utilities Public Safety Date Created 4/13/16 Rev.3 Fire Services IStand rook uc Reference 1182 Linkside Ct East Permit application for swimming pool Island Pools proposes to remove 142 sft of existing driveway and replace it with pervious pavers installed per ICPI standards. Please see attached site plan for removal area. This removal would allow for a replacement of 71 sft of pervious area. Island Pools is requesting an increase of only 48 sft to accommodate the pool coping only. Decking around the pool area will be wood decking only. Completed by RD Gray Island Pools LLC APPROVED 1 904-334-5421 TREMRON L WE MAKE EASY I `111011 ....lcitaa.... ,, .., . *I-- 0 '", ,,,, 1 Ilk1 a+€first` 1, 11 J1111\1111 11111i� . ri: • � �I ► Illl II II 1111 ,.. : ,. , 441 s lei. , ,M . . -41 1114 ill 1.-1:i.'..":,,i';::.-.-.-1 ..-:'4';':''-,''1‘,.;:i'''!,.''''27' 4,::',:L.;‘.'"—.';,:':'':-.:ef.. ...1.-11"1.11' 4'II. '1411! 4. X1111111 IL. . 1 i i k \ \ \ 'N-- ' '''..--',-<-:>,•---..----.----- - \ \ NN N,..N ,,. .*.s\,,..- -- ',..,,,:"'---._, ;-: , \\-\\ N . N'NN' . . , — ;''.‹ . . ,If* ,x/ 14 GREE \ COLLECTIO \ ECO — FRIENDLY PERMEABLE PAVERS T R E M R O N . C O M • PERMEABLE PAVERS • si 98 PERMEABLE MANAGE ETC,•.. . 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EIINNRK1eMe1 Benefits of Permeable Pavers •Sulfa.VAder Management Storm wale braes Pock Into breve so..recherg.;9lourdwater stpplres and AQUA PAVER 'eSlnrg Storm water Iun.oB •Reduce Landscape MA9ad.R Demand Recharges groundwater supplies ra..... .vs erv.n •MlrlFl4e Local Heel Island Wens woo* w - _, Permeable pavers are available In Ochs!hal Il/V.high Spa vMues wNU n f�J pA....at Ler bele rOOt.Ce Foal tend Effect wA..>SR re..».w,q +., I Ina eerier.,or Pnneeba Nye,,ll w01 CIO—Pre-400.a .1 o Ivo by 000510.54 exth oulageo e 00100Stems Onto 4.°099 COI,.fuSc,CT retogn tot .,v P,'nHbw Paves est Bet:Marv...tort0,4<Kt*569 Iv coma 9e0My and ovrityd Sdmwnit'Aver T e JSGEC Laacey 9 n Pm'sr,ma ErWox«.al 001,r•IllO l Geon 10040+9 Rea-0 SY.vev Provides a verely 0'C1001S ra.0t,11 MO:lrc.pw4:e Pe.l.cebe Pner 50010,. SF RIMA T1 �1 TURF BLOCK INSTALLATION PERM'_AELE PAVERS -- • 4,............... ear49.rc.a..r Twiner tea e5+r. / - MF.rw..rr r... 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[ e e.r..k.was...beam 5 i 11- -�`--va`', r.,elaW,l.<.r»t...t.a.< L 4,, •Ea'13 a=> ••rw.n n.e... -1-: I I_I-.1 61-11 II 1 • Ilse _.ate.. Pyt •w>.roe+nu0 w....w.nwvw,S.aw.a..<...o., • 011.04 4.40,'0 0....NO.uw.nst w<.<.wa 09T.R9k 0000 050 CHICAGOfaW GIME SERA 144H , '..,+. / • • . ; -i:- 'al fillZa 1 L r i " 1' i` PA . • a - _ .,. v _ rr , ,:;� -- --7.44-----4-- ` . v- P!^ WZ---� - ,y 1' 2,~ .5,,,4J0 µ.0.. .t."R .4� at �� w,.. ^�• w .f.:, "'K? xC-7,,4 ..4." T "w.,y ra.... rap ta►'r •aft- IV `a. y _ _•," o� 'its •x .19 /- / ice/ ice/` �`J`In- " eS w e `./ ` \/'\ ./ `ice - 1 - y� / - /' \ •^...� .lir''* ,..C". • 4x8 PERMEABLE AQUA PAVER 4x8 Permeable Pavers have the appearance of a had e i i,,,,,,,r, o-; i•a ..,r`e w.;,.va f r aura,c ti..'drape versatile design and superior permeability,Aqua Pavers joints to allow for water to Inhitrate through the sub base releasing nto the ground beloware the ideal solution for eco-friendly hardSCaoe design with optimum aesthetic appeal. MD This reduces runoff and helps filter therein water as it is reintroduced back thio the groundIiiii AdWaonaly.Aqua Pavers help protect the environment from dangerous pollutants in storm wafer supply Produced in a 3.1/4'thickness.it can be used in both residential and heavy water run-off by allowng for the readmission of water into the ground naturally recharging vehicular applications.and Is compliant with the Arne(cans with Disahliitles Actthe aoulfer OrraCMe I Oloralen 1 Warm ' tMimt0. I 01mWalphit ■wfte.Neg./ft I h9MtC9M 1 Grant— L tre..r •M4Y o.9.ry. 11x.rrhn....., Ko.,, I e 9n'pun.n1 i 96 11WOOn 95\ I 1001.15 A'.s- i 2In•610+ml 92 2.5. 885 • • ..._ . ,„•,,,i,„..„. .. ,. _ 4 ..• .�,. .. !,_ „, .. ,..._.. .„ .. . . ..,:•.... : . . . . . •_., i . .„ ... . • 011 • 'tel"" r -- • fry:- /f_. _ . • '_ :j _ .x4.0 -..aro^�D.V' .:9a. '� mot leaa',l a_:,B .na,:-,ma- •• � +' .ala"" 3, •`�"�sl -'im,- - - _ 7/ \ \-.� r '� • jam' ` vre�. 1 - -.� ;-, �: r 1, � � � � � +.amu �A i . . ji,,L, --/........, . . .. . 7,....- / • 1114. .. . \\\,...\„\-\\N\.: ),„.,..5.7.-4`..." 7., ... >•.,,,,, ,.. ... ... , . ,, ,i. .s,,. , \\ _ ` .., '!Ilit,1:.. .11)111:1111b. , , ....,:f.: . ,.. , ''.. „. .., ,. , ✓- . ,.,.---'1/—'-/� J ' . � . k.X11.; w - .-. ,. ..7 1h.• _ SF RIMA TURF TURF BLOCK SF RIMA INSTALLATION OPTIONS SP Rime permeable pavers will reduce or oiminatc storm water rune".weNch decreases l',,,,,,.7 a oc'rnncnt SoWUon to soil erosion problems.Turf Block can be used flooding and relieves sewer systems.With a 3.1/8'thick profile.SF Rima provides a sturdy in a wide variety of applications,from fire routes and parking areas to residential ♦..♦. surface for vehicular baric.making it perfect for both residential and commercial uses. applications such as driveways and patios.Manufactured 3-1S'thick.Turf Block With the unique spacer design.SF Rima can be installed nub to block.or nub to nub for provides a sturdy pavement for vehicular traffic that is perfect for both residential and 'ncreased water drainage and turf growth commercial uses. . • • NUB TO KOCK Nue eTOuW w.reor, r.rr 1 Talmo rrAo.. It anew a.r n......., w. !Wed Code a...._ nMw.• ....et cw erw I ro.....r.Br _...._..,,. lscowl, j 9-.Y t nN•paen , 99 rss.ror t<wo.a x1LBm34' 1N•eow.l ]Mot. 1 40% ;i -- j ,_ 1:11 -V 1111111111114 RI; ii 1 * 1 il z__:._____ , .`' }4.:<. t -'I 0.. . TREMRON I WE MAKE IT EASY `0 JACKSONVILLE MIAMI ARCADIA 1385 ST.CLAIR ST 11321 NW 138TH ST 3144 HIGHWAY 17 NE JACKSONVILLE,FL 32254 (904)359-5900 MEDLEY,FL 33178 ARCADIA.FL 34266 (305)825-9000 (863)491-0990 LAKELAND POMPANO ATLANTA 1030 AIRPORT RD 1251 NE 48TH ST 1436 MUNICIPAL PKWY LAKELAND,FL 33811 POMPANO BEACH.FL 33064 DOUGLASVILLE,GA 30134 (863)603-0995 (954)4180000 (404)9688280 ■ ■ T R E M R O N . C O M Island PooIS Impervious calculations for 1182 Linkside Ct E Current lot size 5000 sft Total impervious area Current impervious area per survey 2680 sft 52% Because the impervious ground is currently over 50%Island Pools is not proposing to add any impervious ground. Decking will be wood decking around pool. Completed by RD Gray 111 Island Pools LLC DENIED 904-334-5421 ,,,,,1:.-zv, Iktand Poolou Cover page 1182 Linkside Ct E Atlantic Beach FL 32233 Occupancy class R-3 ('� M FBC2014NEC 2014 ECE[I v `— D OEC 1 - 2016 1.Impervious calculations 2.Building Permit Application 3.Proof of ownership 4.Notice of Commencement (to be filed) 5.Site survey 6.Site management plan 7.Site plan 8.TDH worksheet 9.Drain and entrapment prevention 10.Pool steel drawings 11.a-g equipment cut sheets 12. Alarm specifications REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: 141),,,- DATE: I? '7I6 OFFICE COPY Stand rooloLLC Impervious calculations for 1182 Linkside Ct E Current lot size 5000 sft Total impervious area Current impervious area per survey 2680 sft 52% Because the impervious ground is currently over 50% Island Pools is not proposing to add any impervious ground. Decking will be wood decking around pool. Completed by RD Gray Island Pools LLC 904-334-5421 Doc, # 2010086389, OR BK 15215 Page 1504, Number Pages: 2, Recorded 04/19/2010 at 08:10 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $1827.00 OFFICE COPY RECORD AND RETURN TO:GRANTEE Prepared by: Linda J.Stacy,employee Jacksonville Title And Trust,LLC 8785 Perimeter Park Boulevard Jacksonville,Florida 32216 $261,000.00 File Number: 09-096 1 General Warranty Deed Made this March 31,2010 A.D.By J.Travis Durden and Carli Durden,husband and wife,whose address is: 1136 24th Street North, Jacksonville Beach,FL 32250,hereinafter called the grantor,to Angela M.Sherman,whose post office address is: 1182 Linkside Court East,Atlantic Beach,Florida 32233,hereinafter called the grantee: a (Whenever used herein the term"grantor" and"grantee" include all the parties to this instrument and the heirs,legal representatives and assigns of individuals, and the successors and assigns of corporations) Witnesseth,that the grantor,for and in consideration of the sum of Ten Dollars, ($10.00)and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Duval County,Florida,viz: Lot 26, SELVA LINKSIDE UNIT ONE,according to the plat thereof as recorded in Plat Book 44,pages 23 and 23A of the public records of Duval County,Florida. Parcel ID Number: 172374-5135 Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple;that the grantor has good right and lawful authority to sell and convey said land;that the grantor hereby fully warrants the title to said land and will defend 1 the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31,2009. i ` { i OR plc 15215 PAGE 1505 OFFICE COPY In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written, Signed, sealed and delivered in our presence: ' 1111‘ (Seal) rden Witness Printed Name 7a /176 LL ) . ' s' 1 I36 24th Street North,Jacksonville Beach,FL 32250 CaLibDu4 (Seal) ' �_ Z/ Carli Durden Witness Printed Name �.L.,c 7 <<I brag °— Address: 1136 24th Street North,Jacksonville Beach,FL 32250 State of Florida County of Duval The foregoing instrument was acknowledged before me this j o'T day of March, 2010, by H. Travis Durden and Carli Durden, husband and wife,who are personally known to me or who have produced orida driver's licenses as identification. Notary ubli �� Print Name: vL 18*i My Commission Expires: LEVEME7EALggqA{µ1 MY C6MMISSioN y pp 552893 '`4,: ?%c EXPIRES:May 16,2010 47,rhoc Bonded mr,;r rypubicU, xteramen4 1 ANSI/ASP-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 TDH Calculation Options For each pump Check One. OFFICE COPY [—] Simplified Total Dynamic Head(STDH) Complete STDH Worksheet—Fill in all blanks [l Total Dynamic Head(TDH) Complete Program or other calcs. Fill in required blanks on worksheet&attach calculations. Determine Maximum System Flow Rate: Minimum Flow Rate Required: 35 gpm Per Skimmer 1. Calculate Pool Volume:450 x 4.50 x 7.48 (gal./cubic foot)= 15500 gallons (Surf.Area) (Avg.Depth) (Vol.in gal.) 2. Determine preferred Turnover Time in hours: 6 x 60 (min./hr.)= 360 (Hours) (Turnover in Min.) 3. Determine Max Flow Rate: 15000 / 360 = 0 + 0 = 44 GPM max f (Vol.in gal.) (Turnover Mins.) (Pool Flow Rate) (Feature Flow Rate)(System Flow Rate) 4. Spa Jets: x gpm per jet= flow rate. (No.of Jets) (Jet Flow) (Total Jet Flow Rate) (For single pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool &spa) Determine Pipe Sizes: Branch Piping to be 3" inch to keep velocity @ 6 fps max. at 100 gpm Maximum System Flow Rate. Trunk Piping to be 2.5" inch to keep velocity @ 8 fps max. at 100 gpm Maximum System Flow Rate. Return Piping to be 2" inch to keep velocity @ 10 fps max. at 100 gpm Maximum System Flow Rate. Determine Simplified TDH: 1. Distance from pool to pump in feet: 20 2. Friction loss(in suction pipe) in 3" inch pipe per 1 ft. @ 100 gpm = 0.04 (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in 2.5" inch pipe per 1 ft. @ 100 gpm = 0.09 (from pipe flow/friction loss chart) 4. 20 x 0.04 = 0.8 (Length of Suct.Pipe) (Ft of head/1 ft of Pipe) (TDH Suct.Pipe) 5. 20 x 0.09 = 1.8 (Length of Return Pipe) (Ft of head/1 ft of Pipe) (TDH Return Pipe) Flow and Friction Loss Per Foot TDH in Piping: 2.6 Schedule 40 PVC Pipe Velocity—Feet Per Second Filter loss in TDH (from filter data sheet): 15 Pipe Size 6 fps 8 fps 10 fps 1" 16gpm 0.14' 21 gpm 0.23' 26gpm 0.35' 1.5" 37gpm 0.08' 50gpm 0.14' 62gpm 0.21' Heater loss in TDH (from heater data sheet): 15 2" 62gpm 0.06' 82gpm 0.10' 103gpm 0.16' 2.5" 88gpm 0.05' 117gpm 0.09' 146gpm 0.13' Total all other loss: 0 3" 138gpm 0.04' 181gpm 0.07' 227gpm 0.10' 4" 234gpm 0.03' 313gpm 0.05' 392gpm 0.07' 6" 534gpm 0.02' 712gpm 0.03' Total Simplified TDH: 32.6 Page 1 of 3 http://www.flaglercounty.orgldoc/dpt/centprmt/build/headcalcsws-pools3-09.pdf Revised 7/2009 OFFICE COPY Selected Pump and Main Drain Cover: Pump selection Intellitlo VS 3050 using pump curve for Simplified (Pump Model and Size in Horsepower) TDH &System Flow Rate. Main Drain Cover Waterway 640 (System Flow Rate must not (Make and Model) exceed approved cover flow rate) Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. Determine the Number and Type of Required In-Floor Suction Outlets: Check all that apply. ✓ CD 3'—0" 0 2 8` suction outlets @ 100 gpm max. flow(see note 2). © t� 00 3 suction outlets @ gpm max. flow(see note 3). .1_1I I Channel Drain @ 316 gpm max. flow rate. I I Channel Drain @ 217 gpm w/2 ports &278 gpm w/3 ports (see note 4). Notes: 1. If a variable speed pump is used, use the max. pump flow in calculations. 2. For side wall drains, use appropriate side wall drain flow as published by manufacturer. 3. Insert manufacturer's name and approved maximum flow. 4. See installation instructions for number of ports to be used. 5. In-Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI A112.19.8 and be embossed with that edition approval. 6. Pump & Filter make, model and location cannot change without submitting a revised plan and TDH worksheet. RD Gray Contractor Name Contractor Signature CPC1457429 June 13th 2014 Contractor License Number Date (904)334-5421 Telephone Number Email Address Page 2 of 3 http://www.flaglercounty.org/doc/dpt/centprmt/build/headcalcsws-pools3-09.pdf Revised 7/2009 OFFICE COPY I Total Head In Feet Conversion Chart Inches Mercury (Vacuum Gouge) 0 2 4, 1 6 8 10 12 14 15 , 18 0 0.0 2.3 4.5 6.6 9.0 11.3 13.6 `15.8 18.1 120.3 t J 2.3 4.5 6.8 9.1 11.4 , 13.8 , 15.9 18.1 20.4 22.7 2 4.6 69 : 9.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 23.0 2/3 4 9.2 11.5 13.8 16.0 18.320.5 22.8 23.1 27.3 29.6 5 11.5 13.8 16.1 18.3 20.6 ^22.8 25.1 27.4 29.6 31.9 6 139 ' 16.1 18.4 20.5 22.9 25.2 27.429.7 31.9 34.2 7 16.2 15.4 20.7 23.0 25.2 , 27.5 29.7 + 32.0 34.3 36.5 8 18.5 20.7 23.0 25.3 27.5 29.832.0 34.3 36.6 38.8 9 20.8 23.1 253 29. 27.6 6 32.1 , 34.3 36.6 36.9 41.1 10 23.1 , 25.4 27.6 29.9 32.1 34.4 36.7 ' 389 41.2 43.4 11 25.4 27.7 29.9 32.2 34.5 36.7 39A 41.2 43.5 45.8 .-.. 12 2 .7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1 In 13 30.0 32 34.8 36.8 39.1 41.3 43.6 453 48.1 50.4 p 14 323 , 34.6 36.9 39.1, 41.4 43.6 45.9 _ 48.2 50.4 52.7 ca 13 34.6 369 39.241.4 43.7 45.9 48.2 50.5 *7 55.0 I° 16 37.0 , 39.2 `41.5 , 43.7 48.0 48.3 50.5 52.8 55.0 57.3 0 17 393 413 43A 48.1 48.3 50.6 , 52.8 55.1 57.4 59.6 18 41.6 43.8 48.1 48.4 50.6 32.9 55.1 57.4 59.761.9 19 433 48.2 46.4 50.7 52.9 55.2 57.4 39.7 62.0 + 84.2 v 20 48.2 48.5 50.7 53.0 55.2 57.5 50.8 62.0 64.3 66.5 V5 21 48.5 50.8 53.0 55.3 57A 59.8 62.1 643 66..6 641.9 22 50.8 53.1 , 55.3 37.5 599 62.1 64.4 66.6 68.9 712 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 24 55.4 57.7 60.0 82.2 64.5 66.7 6 .0 71.3 73.5 75.8 25 57.8 60.0 62.3 64.5 664 69.1 71.3 73.6 75.8 78.1_ 26 80.1 62.3 64.6 66.8 69.1 71.4 73.8 75.9 76.1 80.4 27 62.4 64.8 669 89.2 _ 71.4 73.7 75.9 75.2 60.3 82.7 28 84.7 66.9 89.271.5 73.7 76.0 78.2 80.5 82.8 85.0 29 , 67.0 69.3 71.5 ' 73.8 76.0 783 t. 80.5 82.8 85.1 87.3 30 69.3 71.6 73A 76.1 78.3 80.8 82.9 85.1 87.4 89.6 31 , 71.6739 75.1 78.4 110.7 82.9 85.2 87.4 89.7 92.0 32 73.9 ,78.2 78.4 80.7 53.0 652 87.589.7 920 94.3 3.3 76.2 78.5 80.7 83.0 85.3 873 89.8 92.0 94.3 96.6 34 75.5 60.8 83.1 85.3 67.6 89.8 92.1 94.4 96.6 98.9 35 80.9 63.1 85.4 ' 87A 89.9 92.2 94.4 196.7 96.9 1012 Page 3 of 3 http://www.flaglercounty.org/doc/dpt/centprmt/build/headcalcsws-pools3-09.pdf Revised 7/2009 .,.,- . .., ';. 1iPro® VS 3050 High Performance Pump . .., -17 . c •'.,,,- .; --1 3 -0 ,...,;... Dimensions and Performance _.. .,- .... OFFICE COPY LISTED CeSA CorMed r=. Listed •'•.'••,Z1 a. .5....,,.,-- 120 •:•:-.•':' . 35 1'4'4 100 3450 rpm •••,, ' •-••• ' ,... 80 • , ''''..• ':15 ' j.2.1 *,--1•''' .:1.'14., .15 • 40 • ' * s• :.--•*.". • 20 © 15 60 rpm .,. • • • @750 rpm , ,•?•:,,,-.., o••• •-'. I I 20 40 60 80 100 120 140 160 ;'.. 0 ..„-• `g• U.S Gallons per mit-lute :. 5 10 15 20 25 30 35 , 7A- Cubic Meters per hour fe• e i 26 406 i ''..'• . •:,- --- - - ----- - - --I- 1 , . 1 . • ` . iiiiMidt5 ----Zii,litc.,_ 4 iNvINNIMINNIMINIONi tir ,•• r,J- tri I ' .1 _•.e!.-- - VI • — '' '(•'"•••-• I —7 .._ ,3} _ • - V ro • t --J, r—11.047 • , . -Li, ' • --`--1/4•..,;11-- 1-17Yrir174"2-_ -_ ___ I 1.14_ -- • -——I . 1 1 =I rip it 1 ',..§.41,.: • , vz iy • ' '-uaill-ls""R 10 75 '''''41,)7.• ! \''=:4-17",.....>'. At ' _- ..7..-.. _ _ ._ li°7:1 •..!.:,: Z -.,.=-=== 1 ON _ lie . ..".•-‘• 118031Tient parts 181 ii • Yi.�5,�; S+SVRS �=}" rl'� Ili to°VS 3050 & IntelliFlo V _� '.'' 0 High Performance Pump i�l;+t..,.N, O O 1.,,,„....,, L '1 1..444* C +PrPool Products` r,-' 0 ; I ik Featured Highlights r+ 141 8. -:, , / ''is • Slashes energy costs up to 30%or mor p; :�. •'`!•',...- r;='„ Select r+O • Easy to program and operate t 7— , +�t f s .;' „crti 4,Notair�”' • Offers ultra-quiet operation ...just t + z ', decibels or half a human whisper $II1 c+ N } :`<� '` • Operates at the minimum speed requir I,';'1•47.1111 • *' for unmatched longevity I it"Ki :,'al � a • Compatible with other pool systems, • including EasyTouch®,InteliiTouch®,ant SunTouch- IntelliFloVS 3050 High Performance Pump '':''.4:4:1141Patents Pending `� ;i �'1 IntelliFlo®VS 3050 allows the programming of four various speeds OFFICE COPY $.4,14:14411', ranging from 400 to 3450 RPMs to accomplish different tasks at I I ' 1 r,,t'I;�� a� lowest energy usage. I l vFik .,# ,tOrdering Information port Size(NPT) Cartor nt „¢, • h<!{� S Full Load 1.- � : :i' ti DescriptionB Ames kW HP SF SFHP Suct.&Disch. (Lb' I i.trlt. • t .:: Product Certifications Volta e I INTELLIFLO VS 3050 PUMP 1.15 3.45 2' 47 '!::.s.:14•41'! r 01 1013 IntelliFloVS 3050 UL,CSA,NSF 230 16 3.2 3 011017 IntelliFloVS+SVRS UL,NSF 230 16 3.2 3 1.15 3.45 2" 47 ., - i ACCESSORIES • 8 520641 IntelliComm 4 350122 50'Communication Cable' i., 'Included in package with pump. I. Y 1;:,5,1!'.,.:',.. 4 J/� /—— �,� • ( •r / �i � .�l � e� Yo.newon tole,. ...and more 1 ••/jpYtnent E.,rtona- i{'" 4• at your pool profetUonal 4'4• t 7!.Idn the most eM [p .tent eed it .. Q r :f�_ ® (.4, AWm Stratus t�`ht-a 6� 'J,., »yu Mte of O'.nif alerot 1: �' you of conanlone tfrt mai mod.tendon p, . .- I.!%. f�r 166 r. t 19: . 't1 t t Repair parrs-see page 170 . ' . • OFFICE COPY. ": :": PLM SERIES - Sla Rite's modular media filtration is the perfect match for the small in ground and above ground pool markets. Advances r ,•s....' r ; in media technology and balanced flow design provide dirt-loading . `s,,' ' I capabilities up to 15 limes greater than sand fillers of equivalent size- '. :11��1l,,.;.. "` .-- °� t.. I Virtually maintenance-free operation for today's pool owner Now : .x �. -. :Iill,.,. A. a I available in 300 sq. ft! vor., :`` ' "' , '' • • CERTIFICATIONS - The filter shall be tested and certified by a .x;11'' :••••• . r tilii, - : :: nationallyrecognized testinglaboratoryto conform to NSF Std. 50. " ' ' 'ttx' ~ � :���.� r��c�.� a: . .•rie,ck, 11 t, U %' •• NSE a. , •Typical Installation - In-ground the smaller System'?filter,enablingLarge Drain Plug-Filter includes I a i pools and 111-ground hot tubs maintenance-free operation for 2"NPT Drain ports,which are 01 Quality Construction-Durable pools of all sizes provided with reducer bushing an +It 1/2"drain plug h: two piece tank housing constructed Low Maintenance- Complete i a•. j of rugged ABS thermoplastic to media coverage combined with Modular Filter Tanks-Allows 41 ensure a long-lasting lank life shallow pleats means greater ilii( for quick change of filter medias ' -4; Easy Access- Posi-Lok*locking holding capabilities,resulting in without changing the tank Iii .�' ring provides safe,fast access to longer filter cycles and less cleaning Sleek Looks-Contemporary tank internals A Perfect Fit-The small diameter style and matte black finish looks Patented Design- The patented, Footprint makes the System.?filter attractive in any pool setting t innovative balanced flow design a perfect fit for new and retrofit hist Introduced with the System:3 installations.The interchangeble Mod Media litter is now available in ports provide multiple plumbing i I options. 1 1 .y ' -.r".:,.ii,. =.lis...,• ...H • Filler Optimal' Flow Rated" TURNOVER RATE(GALLONS) Tank Approx. Catalog Area Performance GPM (FLOW RATE x 60 x HOURS) Port Ship.Weight Number —.. .-'-- . . (sq.hi a1 this GPM per sq.ft. Size (lbs.) —_,. ,_•_ .__ _—_—_---_ ___. Al 6 Hrs. _.AI 8 Hrs. _•. _At10 Hrs,•-_ 1'LM IOO (00 50••75 38 100 Pt•-36.000 18 48.000 7J 60.000 2" 41 ii,.:', 125 50 94 _ 47• 125 17•'15,000 22•60.000 28 75.000 2" 42 -- 56- 150 20-54,000 27 72.000 '1.1 •• 10.000 2" 43 PLM1/5 175 50- 120 66- 150 24-54,000 31 72,000 J9•90,000 — 2" 44 I'1.M200 200 5O•• 120 75•• 150 27-54,000 36 72.000 45 90,000 2" 45 Pt M.100 _ .10(1 50 1200 113_ •• 150 - 41_54,000 _5_4 /2,000 6H '10.000 - 7" 53 'Opi'i.mnq at 11w.r,PM wilt pruv.d.•the longest tiller cycles combined with the heel and gre.dedI CIO loading rat,,,,ay I.n';.•.Idler area will provide longer lilies.vele,heiwecn cteanmgo —Bawd on NSF i.•,nnuurn.led flow rale for rornmelcral al 375 GPM per square tool No ha,I.wa-.h valve Ic.limed NOTE:Opel dung I rn ii. maximum continual operating pressure of S0151 Pool/spa(bather)dpi di..du7n;.Ina,iiuunr.upes.dunl wafer temperature (internal 1,8(vl 11141 (40E-1 STA-RITE -. '1 }YSTEtMi:Z accessory ordering information ppprox.ship. . . . . . .. . Weight (imbe Description 11 1 tuber 100 Sq.Ft.Replacement Module for PLM 100 11.5 X7002-01005 1. 125 Sq.Ft.Replacement Module for PLM 125 2 F002 01255 -- — - 150 Sq.Ft.Replacement Module for PLM150 : 1. r.- ' 13 .!02-01755 - 175 Sq.Ft.Replacement Module for PLM175 14 ,[102-01755 X02.02005 200 Sq.Ft.Replacement Module for PLM200 19 3 1102-03005 300 Sq.Ft.Replacement Module for PLM 300 Boz p 2"x 1-1/2"Pipe Reducer Bushing 1 0- r8 820P = L4101-01305 Spring Check Valve so fD outline dimensions _ . (10140:,,,.,- - -- -..-...-...-,. - •_ „� 3 Q. PLM300 i a. 11 -e125, r"-11-511 -eIso, illilllro,`200 fD`_200 Aill a in 4'1'1,4'4 tea- argil ,-/—, 9M 0 m ,- 1111111111111111 11111111111111 -qam ■a L innEMI 11111111111111191111111 i';,: 4,,,,,; OREzn — olftlilr fili,,. . e1 � 2zs ;, Tr .w. ,'",,, ,,,. _, ci, ,,. pi_V ._ 1-----1503t. 193� �' All dimensions shown in inches. t filter performance - sommommisi immi l' IIIIIFL i. EPLM100,PLM125, I PLM 150,PLM 175, il PLM200,PLM300 I • 10 20 40 60 80 100120140160 '.,FLOW RATE IN GALLONS PER MINUTE r 1 • Fax Orders: (262L728-7550 I viviw.staritepool.com I Delavan, WI 53115 USA 155949PS .:F7 _ .........,, Waterway Technical Bulletin:VGB2oo8u� 2008 640-231x V i 8"Anti-Entrapment Main Drain Cover and Frame _•- • � 640 231ov Waterway main drain covers are compliant with the Virginia Graeme-Baker : = _ •� Pool and Spa Safety Act(ASMEJANSI A1 12.19.8-2007)and are UL Certified. _ • • .• ` • . _ • • They are designed for single or multiple drain use.This drain cover assembly � • . s = = -�o • ` A s s • includes frame and stainless steel screws with brass inserts.Packed 25 per case. 11110 The Waterway 640-231x V series covers and frames are available in: �'- J White J Bone ■ Black J Gray • Dark Gray ■ Beige ■ Dark Blue OFFICE COPY ' Model No. Description Size Total Open Area Floor Flow Rate Wall Flow Rate Flow Rate GPM Square Inches GPM GPM @ 1.5 ft/sec 100@ 2.27 ft/sec 64 @ 1.73 ft/sec 55 2 8.650 •— • Pa r Ma tescrpno+ 7.624819-00051 #8 Stainless Steel Screw-32 x 716 642-215x V 8°Anti-Vortex Drain Cover 7.000 642-214x 8"Anti-Vortex Drain Frame 819-00051 • 111\,ISI—•---- iii/&_ \ . • T %o 0N, - / ,• O• O O 0-4,0 O\ • ` e42-215:v . 2„t9 � _ ®� -1 Ai Ar m \ \ %f; Z., .z.-Cr- o o . . opo ri . . . . 010; � O •• O Q8IO • j • irIr 300 '��710// - -,�- -li __ . �%Il/ 1II \ A i --— c� O% O • • • O OE kir, 642.214x .3,000 \... L*44,0 0.9,..,,... ,,\/ \.1c,:„..40!illii 111; 4:.,,,_ ------------------- 470 i • —.975 .800 1/1//!%1271111'dr. ��� © T • 1I 1 1 de swks team (a(:i 7(I S fo 1 4 IIIM ©2009 Waterway Plastics•2200 Sturgis Road,Oxnard,CA 93030•Ph.805-981-0262•waterway@waterwayplastics.com•www.waterwayplastics.com 807-0081.0309 •YardGard®Gate/Door/Window Alarm System (YG03) - Featured 4070 : Smartpool Page 1 of 1 MEI SMART POOL° 40 fir 4 4 410(t4) ail Robotic Pool Pool Solar Saltwater Pumps& Saunas Cleaners Safety Lighting Heating Chlorination Filters Home Products Support Downloads Dealer/Service Center Locator r. 1 t,, f..,I,. a h ,...,;;;'—.7 I s .. e Products YardGard®Gate/Door/Window Alarm System (YG03) • Robotic Pool Cleaners • Pool Cleaner Accessories . t ' • q t l+ Solar Heating Systems " .:44.9.0 • Solar Heating Accessories `, 1 y• ▪ Pool Lighting • Pool Lighting Accessories ' • i, Listed by ETL to UL 2017 PoolSafety • Always On Device as Required by Barrier Codes • Saltwater Chlorinators • Pumps and Filters • • Alarm Goes Off Immediately When Triggered as • Programmable Timer Required by Barrier Codes • Can be Manually Reset or will Automatically Reset • Saunasin 3 Minutes to Continue Siren ( ' • 7-Second Delay Allows for Adult Pass-Through • 120 dB Alarm Siren-Minimum 95 dB at 10 Feet ?. • Convenient Single Button Pass/Reset Operation • All Hardware Included for Gate,Door or Window Mount I • Auto Low Battery Chirp a • Water-Resistant • Operates on One-9 Volt Battery(not incl.) • Attractive 4-Color Retail Packaging (English/French) (` (dick on images to enlarge) YardGard YGO3 Operation Manual Back•.. Home I Products I Support I Downloads I Dealer/Service Center Locator Powered by Coq In The Machine Login http://www.smartpool.com/website/Products/tabid/89/ProdID/51/Language/en-US/GateD... 11/29/2016