Loading...
470 Orchid St pool permit CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SWIMMING POOL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 ]OB INFORMATION: lob ID: 16-POOL-2478 Job Type: SWIMMING POOUSPA Description: SWIMMING POOL Estimated Value: $39,948.00 Issue Date: 12/14/2016 Expiration Date: 6/12/2017 PROPERTY ADDRESS: Address: 470 ORCHID ST RE Number: 170869-0020 PROPERTY OWNER: Name: RODRIGUEZ, ANNIE & EDUARDO J, Address: 470 ORCHID ST GENERAL CONTRACTOR INFORMATION: Name: Sunrise Pools of Jacksonville LLC Michael Anthony Remeika,CPC1457833 Address: 1822 Kings WAY 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 runoff must remain on-site during construction. Pool-Wellpoint(if used) must discharge into vegetated area 30'minimum from street or drainage feature(swale,structure or lagoon). A separate Pool Permit is required. Roll off container company must be on City approved list and container cannot be placed on City Right- of-Way. (Approved:Advanced Disposal, Realco Recycling, Republic Services,Shapell's,Sunshine Recycling and Waste Pro). Full right-of-way restoration,including sod, is required. Provide construction site management plan, including location of dumpster and portable toilet. Right- of-Way Permit is required if using right-of-way for construction parking. All runoff must remain on-site. Cannot raise lot elevation. P��TJS-APPPB{lGa.OI kpW .V% OJde€di@'t6fltll�Nfb1�'RIfia4 !4 Cl48{F.FS AND THE FLORIDA BW6 H3l�%%YY..VVffFF �`�'WV�"66��^^MM Y ^ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Water retention area must be sodded. Any plan change must be submitted as a Revision to the Building Department. FEES: PLAN CHECK FEES $124.87 BUILDING PERMIT FEE $249.74 STATE DCA SURCHARGE $3.75 STATE DBPR SURCHARGE $3.75 Total Payments: $382.11 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s? City of Atlantic Beach _ APPLICATION NUMBER oBuilding Department 800 Seminole Road EC a+'_* (To be assigned by the Building Department.) Atlantic Beach,Florida 3223&5445 n�nr1 '� 1, P�L, -"2478 Phone(904)247-5826 Fax(904)247 N�V 7 Gu� E-mail: building-dept@wab.us Date routed: /1 (, City web-site: http:/Nrvw,.wab.us BY: APPLICATION REVIEW AND TRACKING FORM Property Address: 0o O RCH I(2) a-T WSewims ent review required Yes No D [� (\ Applicant: UfJRIC�` Oce[ S mT 1(��C &Zonin inistrator Project: E w I Ph yy`t ,y Cl p© (� rks lities ety s Review fee $ Dept Signature [97 Other Agency Review or Permit Required Review or Receipt Date Of Permit Verified B Florida Dept. of Environmental Protection Florida Dept of Transportation St.Johns River Water Management District Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUSrr-Yy Reviewing Department [Review: ❑Approved. uDDenied. (BUIL one.) ments: _(G1BUILDING PLANNING &ZONINGr ' �A Reviewed by��1°�aL--Date:TREE ADMIN. d Review: Approved as revised. ❑D,,enied. PUBLIC WORKS Comments: ,41{ PUBLIC UTILITIES y/ PUBLIC SAFETY Reviewed by: r',X t"— Date: 111/f'2 114 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS 12011 Sandpiper Lau A LEP 0NE:B�chW 3223358318 TELEPHONE: -58421'1-5831 PAX:(904)]AO-5813 www.coab.us CONTRACTOR: DATE: 11-8-16 Sunrise Pools of Jacksonville (the/Pbli, �� S� PERMIT# 16-POOL-2478 2275 Atlantic Blvd. ADDRESS: 470 Orchid Street Neptune Beach,FL 32266 Atlantic Beach,FL 32233 Fax: 904-551-7281 PERMIT APPLICATION FOR 1 Your permit application has been 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: 7(S mit the following information to the Public Works Department) • Provide construction site management plan, including location of dumpster and portable toilet. Right-of-Way Permit i�required if using right-of-way for construction parking. • Provide drainage plans showing site topography(flow arrows,etc.). ✓** Provide erosion and sediment control plans with installation details. VO'* Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF of more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). ✓*• All runoff must remain on-site. Cannot raise lot elevation. Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor,showing 1' c ntours. Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to Peet. *" Provide detailed plans showing proposed water retention. 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. ** All runoff must remain on-site during 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 and container cannot be placed on City Right-of-Way. (Approved:Advanced Disposal, Realco Recycling, Republic Services,Shapell's,Sunshine Recycling and Waste Pro). "* Full right-of-way restoration,including sod, is required. "* Provide construction site management plan, including location of dumpster and portable toilet. Right-of-Way Permit is required if using rightof-way for construction parking. *" All runoff must remain on-site. Cannot raise lot elevation. ** Must provide a topographic(TOPO)survey with water retention for final C.O.Inspection. cc: Toni Gindlesperger,Building Department Jennifer Johnston,Building Department Comp. By: SRW Date: 11/16/2016 Public Works Department City of Atlantic Beach Peril No: 16-Pool-2478 Address: 470 Orchid Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations requires that the difference between the pre-and posldevelopment volume of slorwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feel R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 8,288 ft' Runoff Coefficient Area Lot Area Description (ft') (ft) C. V/td"C" Impervious 2,216 8,288 1.00 0.27 Pervious 6,072 8,288 0.20 0.15 Runoff Coefficient(C)= 0.41 Runoff Volume V= 0.41 x 8,288 x 9.3 / 12 V= 2,659 ft3 Postdevelopmenl Runoff Volume: Lot Area(A) = 8,288 ft' Runoff Coefficient Area Lot Area Description ((ff) (ft2) C. Md'C" Impervious 3T3 8,288 1.00 0.38 %ISA= 37.8% Pervious 5,157 8,288 0.20 0.12 Runoff Coefficient(C)= 0.50 Runoff Volume V= 0.50 x 8,288 x 9.3 / 12 V= 3,226 ft? Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,226 - 2,659 DV= 567 k' Retention OrchidSlreet610 111162016 fl1�11� ?, Comp. By: SRW Date: 11/16/2016 f � Public Works Department City of Atlantic Beach Permit No: 16-Pool-2478 Address: 470 Orchid Street Provided Storaae: Elevation Area Storage (ft) (ft2) (ft°) 8.0 190 0 BOTTOM 38 X 5 8.6 400 177 TOB 40 X 10 Elevation Area Storage Iftl (ft l (ft') 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft21 (ft') 0 BOTTOM 0 TOB Inground storage=A'd'pf A=Area= 400.0 d=depth to ESHWr= 5.0 pf=pore factor= 0.3 Inground Storage= 600.0 ft' Required Treatment Volume= 567 ft' Supplied Treatment Volume= 777 ft' Rtenbon Orchl05tr 1,170 1111612016 Doc li 2016248490, OR BE 17758 Page 593, Number Pages: 1, Recorded 10/28/2016 at 11:48 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT Stataof �t�2,/AA Ter FOGONM /719AO-00-90 Connty Of a U H L To Whom It May Concent: The undersigned hereby informs you that improvements will be made to certain mal property,and in accordaoco with Section 713 of the Florida Stannw.the following information is stated m tlds NOT/Ce OF Lb CEb7ENT, /� I/ Legal Description ofproperly being improved: ,[.dT LAP /h IL f/TLN,VT/G �'7 aN n ,I FN Address ofproperty being improved /�'70 Q909/D.ST T A7 is /T d6 qQy Genaaldescriptionofimprove�/mt1s: am _1',Y30r TN2 .Q Owner-.�DK O ODR/P/ Address: /r/y0 aQ ///A Q Owner's interest In site of the improvement. ZdgfA Fee Simple 11thbolder(if other than owner): A&N Name: nn //�r //Jr Cont sotto M I/AF F KFA /k Al Address: 921'7'-ArtraA/r/N. 6LyM tVEDTerAlo E,9,- FG 32,2tJ_ Talephooe Nc: g0 ,J Fez No: Seamy(if any) A/euE Address: Amount ofBondS Telephone No: Fax No: Name and address of my peace making a loan for the construction of the improvements Name: Nand Address: PhomeNo: Fac No: Name of person within the Surto of Fiords,other than himself,designated by owner upon whom notices or other documents may be served: Name: &aw,9' Address: Telephone No: Fax No. In addition to himself, owner designates the following person to receive a copy of tha Linear's Notice as provided in Section 713.06(2)(bl Florida Statues. (Fill in at Owner's option) Name: V9 Address: Telephone No: Fax No: Expiration data OfNudce ofCommanwmrnt(the exphafiOn data is nae(1)year from the date of recording unless a dill ward date is specified): S THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: / / . Before me this dayof ' the County ofDuval,Sale 0 Floddq bss personally appe Nol&y Publle etl.argc,StaleO Fla gCounty fDavid. MY eommiuion expires: p � Personally Known: Produced MsaUtcat7an: r (ip": s�4€ANDAUOSSEII RIS' CaPessAPn2A2M0 I�9— i? :FryVUADN18,2ylD i� avnadlYahwMbwimmaaBSDla . 1 r b /7 r r c. r 2 4699+-a! 1911 Addc zz r V- AX IV z � v CHAPTER 4: BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENTATION CONTROL FILTER FABRIC SPACIrG D' PUSTS MATERIAL TIC BE 6-10 FLET APART 2 FEET uw I� FOR ADDITIONAL STRENGTH BACKFILLED TRENCH FILTER FABRIC MATERIAL CAN III III ATTACHED TO A 6-INCH (MAXI -,T I- ICSH VIRE SCREEN WHICH FWS 11 BEEN FASTENED TO THE POSTS q,i D TO T1 Pm s pf•=1 < Ea ATTACHING TWO SILT FENCES Sii£L fir FM 1�.�TERLIL HSf sE](�p WIO ATfd]OI MD E NOQ£D AM rtE IM IT 1 nTM 0P/iTED BaarW-mTmvi ff nc � fur yvli�al1 pa WfA1F FOfN Iqy$ AT ',may LFi L1! tF.Vi i®�NA To h � A97,4@MTE�-ll!H ati+m v waOF rAhm Bf�-➢OI TA)DI - j osc ImF.�,s Air Figure 4.4b. Installing a Filter Fabric Silt Fence Source:Hydrof),.mics, Inc. 48 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building/DlIe�paaVrttmment.) Seminole Road AttllantAtlanticBeach,Florida 32233-5445 �o -POO 1, "Z'+ ! Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: I4 I Cityweb-sfte: hdp:/Awiw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 4 /D O RGH I C� C-T rtm Is aent review required Ye No (� (� (\ uildi Applicant:SU tJRtSc—` DOLS anning&Zonin Tree Administrator Project: Works u lic Utilities Public Safety Fire Services Other Agency Review or Permit Required Review of Permit Verified or ReceiptB Data Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review:AW Approved. ❑Denied. (Circle one.) Comments UILDING PLANNING&ZONING Reviewed by: Date:—&I-14 TREEADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 7� I/ Office(904)247-5826 Fax(904)247-5845 't(o-TOOL. -24-78 Job Address: :Y %!2 12Q H1D Permit Number. Legal Description /AT a,&OeK 119V TINNTM &,q SEC H Parcel# /70 O- ODao Valuation of Work$.39 94.9 - Proposed Work h ted/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pooVspa window/door Use of eaisting/proppoosed_s[ructnre(s)(circle one):• Commercial esidemial If"existing strocture,is a firesprinkler system installed?(Circle ole): m o N/A Florida ProductApproval# For multiple products use product approval form I Describe in detail the type of work to be performed: /5 X 30 ING.e 00.v D.S/.,)/MM In/C DOL, Property Owner Inform/�ation: / - nn Name:Fo ARDo nc-0OR1GUfZ Address:H''yD p.N/D J7-,O-EET City�ITCHnITiC 13Ea�/ Statef'.C.Zip3 3 Phone._, - A19/S" &Mail or Fax#(Omional) edd ' undrr»�nary amOi/ arm Contractor Information: n(� -t-• tin n Company Nam •�• ^^i an YDD�S Df cl/1C�Snn Yi��F J1-/%Qualifying Agent /'// HAEL I�.VTyOA/Y KC'ME/kA Address: eCe17 fITU9A/T/G /-VO City 4�F2T4NE EACH State f4. Zio.--3a2L/_ OfficePhone 9,o -324-290Co Job Site/ContactNumbar 90$-509- 2x09 Fax# 90 -55/-7�rP! State Certification/Registration# Architect Name&Phone# A(9 Engincer's Name&Phone# Fee Simple Title Holder Name and Address-A/R Bonding Company Name and Address Aif/ Mortgage Lender Name and Address A/,q Application is hereby made to obtain operant to do the work and installations as indicated. 1 mHify that no work ar installation has commenced prior to the usuame, aperm!andthmdlworkwillbepe r do,met the standards ofalllows regulafirgeonsuattion in Udsjurisdction Thispermitbecomesnull and void work o nat commexed within six(6 mondm.or ifcansnucnon or work m susperiled or abardanedjw a cerla !6J months of orry fvne er work tr commenced I understand that separate permits must be secured jor Elechtea( Work,P7ambtng,SYgns. Welks, Parnaees,BoAers,N Ta db andAir Con6ticm,%etc 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 Y6M NOTICE OF COMMENCEMENT. I herebbyy ecrfijy that 1 have read mdexamirred thu plimnon aM know the same ro be nue sial correct A!I prwisiov of/aws and ardirmnrns goverrdng this type of work will beLpra vmiormofarryothSigrato_ofOwPritNameD Plty).l.�vr 2 _ Print NameI _ Swom and subscribed before me Sworn to and subscribed before me this Day of EA2 201 this„2 ay of .20 /6 otary Public vi CammHa:onaFFBtat1/ - is ,Cumr.OpbnaFFIM11/ ^3'EryOesApn128,2020 '$ lyi.'&?IrexApN281,2,020 5'•$Ei+�"` 0.:.Ntlimnvr fifi lmwaarnOJKin1 Issd.ft1:;26i�lowmmnwMs-tal Doc 1 2010207641, OR BE 15357 Paye 2102, Number Pages: 2, Bacordad 09/07/2010 at 08:51 AM, JIM FULLER CLERK CIRCUIT CWRT DWAL COUNTY RECORDING $18.50 DEED DOC ST $980.00 ( ��mdrovaNualremnm: O,LdmThk Service OFFICE COPY 4190 Belton Road.Sfte 350 3ackmamile,Morida 33116 File Numb¢ M341A / d vs '7701 General Warranty Deed Made this 17th day of August,2010 A.D.By Walter M.Dhhongh,a married man, joined by Kathryn A.Dishongh,his wife,whose post offer address is:520 Richard Jackson Boulevard,#2005,Panama City Beach,Florida 32407-3637,hereinafter called the grantor,to Annie Rodrigues and Eduardo J.Rodriguez,wife and husband,whose post office address is: 470 Orchid Street,Atlantic Beach,Florida 32233-3443,hereinafter called the grantor: (wTa.used Anew 0a ume "gear,and "R9nne'shell be commed to include meculim, ,assume seeder or pinl m the conn pemdn or nature sod dull v,clude the heirs, legal rep,eenu4vemdesiguofmdividua1' W the 9uccemremd.i'ns oftarponoone) Wherseeth, 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,barg5ios,sells,aliens,remises,releases,conveys and confirms unto the gran ce,all that certain land situate in Duval County,Florida,viz: Lot 2,Black 104,SECTION"H",ATLANTIC BEACH,according to plat thereof as recorded in Plat Book 18, Page 34, of the Current Public Records of Dwsl County,Florida. Parcel ID Number:170869-0020 Together with all the tecemems,hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the some 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 convoy said land; that the greater hereby fully warrants the title to said land and will defend the some against the lawful claims of all persons, whomsoever; and that said land is free of all e0cumbrmces except cove ream,restriction and easemems of retard,if eny.and tsars accnting subsequent to December 31,2009, OR IK 15357 PACag 2103 ,a H,N.' r 10 5341 A OFFICE COPY In Witness Whereof, the said greater has signed and sealed these presents the day and year first above written. Signed,sealed and delivered in oar presence: I Jw Waiter M.Dhhmagh Wlmo PimlNrs . IM RNLN IVNm Boinr4 Y3m,. Fn®car &nE.F.RYO].MJ, /. a (Sea) t6 A Dbhough WIIem RelMNne Call ken r,wood atm 1Maiamerrbr,artlevrtl.,M.raarDp aeT.FbW 31109,0, Some of ltlo o eofltlo County of The foregoing instrument was acknowledged before me this M day of August, 2010,by Waiter M. Dishoogh, a married man,joined by I4thrya A ongh, hit wife, who me perso ally known to me or who have produced Medd/ _ as identification. �Q Iran blic 1*uow/Z NASoE Riot Name: My Coaelaleaerpimr Y NOmry Sal DEEOIeavibul Wenmry4N WMNa.Ibmeaei.Leplm Fre City of Atlantic Beach - APPLICATION NUMBER Building Department LG S - (io be assigned by the Buildin De rbnentJ - -- 800 Seminole Road ��- Atlantic Beach,Florida 32233-5445 1 NOV 0 7 2016 Phone(904)247-5826 Fax(904)2 75845 r E-mail: building-dept@coab.us l Date roNed: ('p City web-site: http://www.coab.us APPLICATION REVIEW REVIEWAND TRACKING FORM Property Address: 47 ( 0 O RC FI I(1 � , De artment review required Yes No uildin Applicant:�U�RIS�` C2 S_ m�`(�u Inning &tonin Tree Administrator Project: `lw I_ [VI, rW1 /.3C O© (� ublic Works u lie Utilities PublicSafety Fire Services Review fee $ �_ Dept Signature Other Agency Review or Permit Required Review or Receipt Date Florida Dept.of Environmental Protection of Permit Verified B 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: APPL ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING TREE ADMIN. Date: Second Review: ❑Approved as revised. ❑Denied. iC WORKS Comments: llC UTILITIES ABLIZAATPY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 ss-\. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by tha Building Depar6nent.) i 800 Seminole Road Atlantic Beach, Florida 32233-5445 \ Phone(904)247-5626 - Faz(904)247-5845 E-mail: building-dept@coab.us Date routed: I ( (A City web-site: hhp:/A�.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 470 ORCHIL &-T De artment review re uired Yes No (7 uildin Applicant:�UfJRIS�` pn( S m`�- arming&Zonin oT Tree Administrator Project: �W I__(vim, yy�l,US O©� ublic Works u lic Utilities PublicSafety Fire Services Review fee $ Dept Signature N gency Review or Pennh Required Review or Receiptof Pennh Verified B Dateept.of Environmental Protectionept.of Transportations River Water Management Districtrps of Engineersof Hotels and Restaurantsf Alcoholic Beverages and Tobacco APPLICATION STATUS rReviewing DepartmentLS�ondftvievv: : ❑Approved. 1 �enied. Circle one.) f � _ �/ -q BUILDING ING &ZONINGReviewed byDate: // EE ADMIN. Approved as revised. ❑Denied. PUBLIC WORKS PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:/i�.. 4"O_- Date: I S FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 Doc # 2016248490, OR BK 17758 Page 593, Number Pages: 1, Recorded 10/28/2016 at 11:48 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT State of—&4p Zb.4 Tac Folio No. ilM' 9-00-20 County of—Z)a VAt To Whom It May Coram: The undersigned bemby informs you that improvements will be made to certain real property,and in ecardmce with Satire 713 of the Florida Statute,the following information is statedm Ods NOTICE OF COM(r18ljCEMENT. Legal Description ofpmpedy being imp'/roved: ,L T 7 =Ln /d// TL lT/ Aiva/r F 1jl Address of property being improved:�/ V 6 nN/ .ST AT EyeN �' g74�a Gmemldesc-pdonofimpmvemoutK_a f3O' C& t Owns:FI]LA.2Oa Kdntt//'JF—,L. Address: /170 DQ ,./a Sr ATA T,e' QF�d�`G Owner's interest In site of Ole improvement Fa Simple Tittebolder(ifothmthmowner):Nnuv— Name: Contractor: M MAF A ///--E/kASl G14YM / t Address: AJT72LAA T/N a Z Or Telephom:No.: AJL ,? Fez N. 90/{-5V- 7a8/ Surety(ifany) A/A✓E Address' Amount of Bond$ Telephone No: Fez No: Name and address of my person making a loan for the construction ofthe improvements Name. NODE Address: Phone No: Far No: Name of person within the State of Florida,other than himself designated by owner upon whom notices or other documents may be served Namo: /PONE Address: Telephone No: Fez No: In addition to himsel4 owner designates the following person to receive a copy of We woes Notice as dad m Section 713.06(2)(6),Florida Stamen. (Fill in at Owner's option) provi Norm:_N9 Address: Telephone No: Fez No: Enphadon dam ofNotia OfCnmmencemeet(the expiration date is oro(1)your Imre the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Bigg@ Dam: /0 Before mo tbis day ofnthe Camty ofDuval,Stele Of" f Florida.has personally appeme NoterypubllewLarge Smeo Flo eCaaary [Duval. My comminion exP.: O Persnaily Known; Produced ldmdflcadan: su3Ax0AU0NR FaparsApN26,RDt0 7;;t'• .+eaaeoateumrnnmeMorewarsrohr Ls CITY OF ATLANTIC BEACH 800 Seminole Road NQV 2 2 2016 U Atlantic Beach,Florida 32233 Telephone(904)247-5800 5 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONSTO VIEW COMMENT Date:�f. 2/-/{y Received by: Resubmitted: Permit Number: Original Plans Examiner: Project Name: Project Address: Contractor• �' Tn� L/-� Contact Name: M cl a f A Contact Phone : 0/ Contact e-mail:. '"P, 13,ods io ea g, lie Revision/Plan Check/Permit Fee(s)Due: S Descrition of Proosed Revision to Existin Permit: Additional Increase in Building Value: $ — go - Additional S.F. Site Plan Revised: -Tlam Public W/U Approval: By signing below.l (pin..) ���C.l• I�EM 8- of nn that the above revision is me sive of the proposed changes. 21 'Signature of Contractor/Ageikjtcomrecip must sips ifincnas,in vninntion) Date / Offia U.Only Oele; fl S l� Air 1m Rcjwc : Naifcdby: Plan Review Comments: Department revkw requilmd Yes No Building- P11 imin uildinPlannin 8 Zoning Plans Examiner Tree Administrator Public Works / shit Public Utilities Public Safety Dale Fire Services OFFICE COPY qkb Jacksonville,LLC 2275 Atlantic Blvd. Neptune Beach,FL 32266 CPC1457833 Permit Application Cover Sheet November 2,2016 Project Address: 470 Orchid Street,Atlantic Beach,FL 32233 Occupancy Class: 0100 Single Family,Group R-3 Florida Building Code 2012 National Electric Code 2014 Lot Coverage Calculation: Total Lot Area 8,292 N. House 1,386 sq.ft. Shed 75 sq.ft. Equipment Pad 42 sq.ft. Driveway&Walk 389 sq.ft. Existing Patio 256 sq.ft. Proposed Pool Deck 915 sq.ft. Total Proposed Impervious Surface 3,063 sa.ft. 8,292 sq.ft.=0.3693 or 36.90%Coverage A- Cover Page B—Site Plan with paver deck Cl —C4 Pool Construction Requirements, Steel Detail C5—Electrical Detail Dl —D9 Equipment Prepared by:Michael A.Remeika Owner/Contractor Sunrise Pools of Jacksonville,LLC,State License#CPC1457833 Office(904)329-2906,FAX(904)552-7281,Cell(904)509-2207 sunnsepootsia @comcast.net it ZONING REVIEW COMMENTS ' City of Atlantic Beach j Community Development Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 11/18/16 Permit: 16-POOL-2478 Applicant: Sunrise Pools Review: 1" Address: 2275 Atlantic Blvd,Neptune Beach,FL 32266 Site Address: 470 Orchid St Phone: (904)329-2906 RE#: 170869-0000 Email: � unc�lse��ls lex @ Correction Comments 1. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning"and at City Hall. Derek W. Reeves Planner dreeves@coab.us �F TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 -oal� (P)904247-5800 (F)904247-5845 PERMIT# 16-Pool-2478 SECTION 1-APPLICANT INFORMATION r Owner(s) r✓Legal Authorized Agent- NAME OF APPLICANT Michael Remeika NAME OF COMPANY Sunrise Pools oflacksonville,LLC ADDRESS OF COMPANY 2275 Atlantic Blvd. Neptune Beach,FL 32266 PHONE 9043292906 CELL 9045092207 EMAIL sunrisepoolsiax@comustnet CONTRACTOR CERTIFICATION NUMBER CPC1457833 ATLBCH BUSINESS TAX RECEIPT NUMBER Duval County Account#144573 SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY 4700rchid Street Ran a6dresshasnor#een ossigrrearo Muprcperry,cmmcl McAeBuiWl,gaepartmenr as(9d)HJ-5836 torequestanatldress. LEGAL DESCRIPTION Section'H"Atlantic Beach LOT 2 BLOCK 104 SUBDIVISION REAL ESTATE NUMBER 170869.0020 LOT OR PARCEL SIZE: 8,292 SO FT AC RESIDENTIAL yes COMMERCIAL OTHER(SPECIFY) 1 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 ofAtiandc Beach,FL and/or I have participated in a preapplication meeting with the Administrator of those r=ZM uently,l affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed des 'bedproperties conjunction with thisproject. R SIGNATURE OF OWNER Signed and sworn before me on qthis5 flay of/VD✓6NBE,2 , ,by State of Florida / .NA �j KFAdF/AA County of Duval Ideraifiution verified: �Pr.Sana��J ICnou/n Oath sworn: r Yes (- No ouM rySignMure y}� My Commission expires: :A`" §8� DALMRSOVA REV-NA-v1012 � � COIIYIIWIOn/FF9!#114 §'�. ,l` mM1YUTMFlrnarl#WM48Y tae f'C AS �x Cy FrRFJhM,uNCI F NCI p CM,, ICCIVT ICS OFFICE COPY ♦ R InIef6Fi vzriable speed Pump Aim msicns and . eriarmance 30 IN FO M SPEED O US)RPM — 25 05Pe!063110RpM 20 20 \ C 15 3 50 OSPE03MRPM 10 30 O SPEED 2IS00 RPM FAO30IMSEI'SPEEOS 20 – 3110 RPM 5 – 2350 RPM to 0WEED� . _ --- 250 RPM 'O SPUD 1250 RPN - - 0 0 0 20 60 60 00 100 t20 144 160 US.GniknnMNinuM 0 5 10 15 20 25 W 35 CWk MMnn Per Maue *lnieLHFie VS:SVRS minimum Speed is 1100 RPR'! In tp– -z s0 See page 502 for replacement parts. CLEAN & A . PLUS CARTRIDGE FILTER Clump ring for easy arid qUiCk access to cart f idgio, I ,h.-hio,f—o-;—,flr, rid f,,t-, ,al-1 H-,loi719 ++ Easyaccessll/2 drain makes proper winterization fast and simple FOUR CARTRIDGES IN A COMPACT DESIGN Clean it Clear Plus toners rcntan bor c l tte �a--rions that Cc^!i,uon= -cirrat air bee,l hetps prevent air build-up hel'enm nou s jdl-t.>at se Acle—_The .e,keep the f cer opzrtina a pea"performance- fiCF! _ r, _ r - _ '- piece base and mdi cr— rndth,em6dity and soPde enfaba sa ce. OFFICE COPY Flow Rate GPM Turnover ...r .. s, Gators) AVAILABLE FROM: > PENTAIR ma,ltenance products W141aiii 02014 Penton Water Pnoland spa In Ali rights reserved. � 3 I TELUCHLOW' $ ,J .41Ckii ' u4TLF PENTAIR y44 sere oFulldanWchug that comma , remammg M1ours of cell bfe in real-lme.Captures )eo...e all performance data"fly(production settings,hours of operation,chlorine output.cell cleaning cycles soft rwtlings.and water temperate,averag.sl. • Push-button operation and easy-te-view displays enable last checkingetsait levels,cell cleanliness,saailiier output. an0 Imerlluw ,' •Au lomat Cahuloff future protests the unit and prolongs cell life antler lowwater temperature conditions `�y • On-time cycling helps prevent calcum and scale OuBtl-up to maximize cell life •Ability to communicate with lmdUTvueh-.EasyTourb'.a 0d e,e Camc. ___ _._ Su Tmzh®Aummmian Systema ! .t eUi C.All S,t :. e 2, C nO VAC or 220 VAC wiring 1110 VAC only for IC151 -1 oa,ci al t r, za i=''. a Include 2-n unions 1015 unions adapt to l lh in.) ?un a'.Rurn s c ' ., . Cardinal to UL 1081 standard for salary Mance Ja l: _, cix . RSF.,,.ad eMm= n� � . c r.,c::ed s. -' - - -� �- • Hea0h Canada approvetl Gr derin5 Wcr 2iatmn OFFICE COPY Produe Dessrip:ipc, Certo:,CL'. Certo"Wt.lLha.1 520088 IntelliChtor IC15 Ceti for Smatter Pools[US Version)-includes External Power Supply 521121 IntetiiChior Replacement External Power Supply for KIS 520554 IntetiiChlbr IC20 Celt[US Version] 1 2 520555 I IllCm IC60L tiIUS Vers 1 14 521105 IntelliChtor IC60 Cell[US Version) 1 16 520556 InteUlChlor Power Center IUS Version) 1 13 522109 InteUClift 5(Canadian Versianl 1 9 520911 ImelliChlor IC20 Cell(Canadian Vere art 1 2 520912 IntelliChl0r IC40 Call)Canadum Version] 1 14 520910 InteUvChlor Power Center(Canadian Version) 1 14 520588 IntetilChlor pass-through cell for winter or start-up 1 3 520594 InteLUChlar diagnostic wand 1 1 520595 InteDiChuar replacement unions[contains 20-rings,2 couplers,2 nuts] 1 1 520620 IntaflChbr-Mil Washing Kit[includes closed-end union cap.0-ring.and coupling nut) 1 1 520234 15 fool extension power card 1 1 520236 Im40Chfor Flow Switch replacement kil 1 1 521142 IaleltiChbr One,-Pack of Ten 1 t 5212482 IntelliChtor Power Center fuse holder replacement w/fuse 10A 250V 1 1 5210342 IntelliChtor Power Center surge board replacement 1 1 521322 Inteltipx canister with controller 1 18 $21495 InlelliChlor ICIS Replacement Reducer Unions-2in.to 1-1/2 in.(contains 20-rings.2 couplers.2 nuts] 521633 bfetliChbr Debris Cross Guard-Pack of 1 1 10010 InteUiUlar Power Center fuse lar IC1511A 250V1 10006 InletiiChle,Power Center fuse In,IC20,IC40,IC60110A 250V) �D GLOBRITE° WHITE AND COLOR LED LIGHTS SFI�,LLO' ',r;iAl TLP Lr 1 pp >PENTAIR zo •The brightest and most efficient LEDs available LZ� ` ':a •Can be placed in as little as 4 in. F. mass iilche S 010 a t of water even in the floor pointing up """""" •Does not require grounding or bonding ,a ,` ->PENTGei for quick and easy installations •5 brilliant fixed calors and pre-programmed fight shows J Easadvanced co ControlSystemssfgr p' advanced control features f •Compatible with guano,fiberglass -0r-le5:;m LED Lghe and vinyl pools _,,,Niche Gt,BM2L ug' , - _ _lc _ - ft. ,hq..ail, 69- s,d t ---nn=n Bancctl LEE hripn es so^r p '.�s, h11C 1 . .. a olh>r snaucwwa.er LED lig ,iGcb.le Lgw4 are compo bl-'th . ._Toe.'.e'd le"T3,ch =a o ielUtfnte::g LED ncci bg`.s.GloEfle ucD!,oh6ngisa bril'uarh"'c'.m s-o_rst arc,ai, r o_:5e ba a.! ' es,stepsbeach emres and>ial1h, ,Wate,leature5- h t-:On� e u •.,.,ie u, - ._r:r d 13tl _. L _ctar(igli- -et net bs diT.:neL- Ordering infOrmatim OFFICE COPY ProduR v�lia e 44nLon .ertl Carron culta.+ a Car' Carton carton g Gage Lon9th GfY_ tiL lLi:g.l . 'uct Voltage Wattage Length Ot V/L1Lbs.1 IFL! [Ft.) Y' 602053 12 23W 30 1 5 602102 12 15W 30 1 5 602054 12 23W 50 1 6 602103 12 15W 50 1 6 602055 12 23W 100 1 9 602104 12 15W 100 1 9 602056 12 UIN 150 I 12 602105 12 15W 150 1 12 Product Dasci;lian Carton Gfy. Carlon Wt.(Lbs1 620040 Goals Niche for Glalfrite]includes white.blue.black.grey and tan rings] 1 1.3 620039 Vinyl Niche far GIoBrite linctudeswhlte,blue,and greyringsl 1 1.3 620041 Fiberglass Niche for Glo8dte lwhitel 1 1.3 620093 Fiherglass Niche for Malinke lhluel 1 1.3 620094 Fiberglass Niche for Meant,lgreyl 1 1.3 619993 1 interns Color 100 fl with 30OW Transformer.Gunite Niche 1 25 619994 2GIolfrite Color WO if.with 30OW Transformer+2 Gunite Niches 1 40 620051 I GIoBrite Cater 100 it.with 30M Transformer+Fiberglass Niche 1 25 620052 2GWBrile Color 100 ft.with 30OW Transformer.2 Fiberglass Niches 1 40 620080 1 GlaBrite Color 100 ft.with 30OW Transformer+Vinyl Niche 1 25 620061 2ma0rite Color 100 ft.with 300W Transformer.2 Vinyl Niches 1 40 Eco-Friendly Skimmer WP, 777 777MO OFFICE COPY M. -- _. w _._ ' I I Qui 0 •Enhances Skimming efficiency by 40% over Standard Skimmers. •11, 1UStHoops nit Skituming" -With variable OFFICE COPY Speed Pumps,Skimming will Continue at --� Speeds 48% lower than Standard Skimmers. •100% of the Pump Suction is Directed to the AVSC or POB Dramisf. VENTURI •Patented And-Entrapment Feature. PULLING 50-70 GPM\ •Water Stop incorporated into the FaeePlate. 1� •Self-locking Basket with 5 micron Silt Sock. •Snap-In Weir with low Noise Design. RETURN To •Heavy Duty PVC Lower Housing. Pool • Upper Housing with Rebar Cutouts a Tie Wire Holes. SUCTION.,LIIyI (OPtio •Lid with Smooth Touch finger Grips. ` •Also Available for Vinyl 8 fiberglass Pools. •Available in White,Grey, a Black a ormal Skimmer Suction Venturi-Powered Suets veAt.toa Video ConWarisou Avaitable ae ' �` www.aatn[V.cont/ttudtsklm s'1ANLFACTl1RIN8 MADE of 054 Paten Ifs 7,300,576-6,022,481 1 + , AMEN"-_ D CAN BE q���il �il'p II' WITH SINGLE OR a•s;, - $F FFICE COPY o i MANUFACTURING Compliant to the Virginia Graeme-Baker Act The Association of OFFICE COPY 8 V l PSP Pool&Spa Profession) ANSYAPSPACC 16 ENSE GY EFPICBBICY COMPLIANCE INFORMATION FOR RnDENRALSw WMG POOLS PROJECT NAME: COMMUOR NAME /�r/ We AND ADDRESS: AND ADDRESS (� S-111 AfAl'?,11t / 12,-46 kXQ X33 U 4 A AX 399& OWNER: /_ t ✓7/ f/ C0NTMCfOR PNO E: R^eZ/IOCP DATE: /O 3O /Cf TNislnfonnatlC,sheetwas prepared by Me APSv-15 Resid 'al Swimming Pod and Spa Energy Effidena/Sbndard WrlNryCommittee of Me Asmtlaeon of Pod arM Spa PmfiWaxals(APSP), It is not part of the American National Standard ANSVAPSPAM-152011 bat is included for Information Only.CantradOrs should acquire aIM conot, with the ANSVAPSP/ICC-I5 2011 standard which can be purcbased it www.ap5a0rg 1. 0.2.1:Calculated pool volume a. Gallons:/;or /ffL lions — b.Calculated Galloas-. (surfoc,mea)X (average depth)X 7.48 (gall/ftn3) _ 2.§S.L1:Calculated maximum Bitradon flow tate 2• ryf Sp1e — (Pool solum¢ '360 m36gpm whicheveris larger) 3.§5.7-2:Auxiliary Pool load: _Yes,_No? (Enter the highest auxiliary pool load'to bepowered by the swimming poalftbation pump.Do nmCddaux8iary 3• gpm — pool loodflow,rates together,only the highest is used.) 4. Calculated maximum flow rate 4• � Q gpm (Item 2 oritem 3,whicheveris larger.) S.§5.5.1:Pipe siting: a.Minimum suction pipe diameter 5a• Inches — (Enter desm0lksty(pe sire from Table I with a 6 fps fbwmpadry thesameornare tnon uem<J !� Is.Minimum suction branch pipe diameter 5b. oC Indent (CalcukM:here (9pnU'amrah HM_(9uanttty/=bmndiflaw race 49WN. — Enter thesmallestpossue frwn Table l with a 6fpsflowmpaciry,thesame arrear,than themkuluted suctianbmnchAOwmfe.) / c.Minimum return pipe diameter Sc. ` S find as _ (Enterthe smalkstpipesire from Table i with 08IPsltawcapmtty the some ormare than nem 4.J d.Minimum return branch pipe diameter 5d. �' inches — (Cakuote:ltem4._(parol*amnN Rpes_fwanntyl=6mnchJbwrore_(ONnJ EnkrthesmalkApiMshefrom Table1wMogfXlowmpacityMws mmoro Man Mem"bted returnbronchflaw rote.) 6.§5.4.1:Filter type and size: / a.Filter type:(Cartridge,DE,Sand) Ga• r frh — b.Minimum filter area 6b• ���.�� sq.ft. — (CPkulate:item 4. (gpml ffillerfottm� FlRerfattors:Carinag".375,Saana=35,aipromaceous Eartlr=2 //Jl 7. 65.4.2:Bad[wash valve: _Yes,YNo7 7• V/ inches — (Whrmasln9abuckwashvoNe enter result ofikm 5c or2 inches whkhever is lamer) TT Tablet Ppaska: I 1r I r 2e^ r i ar a^ r e• NomIMI GPMRafpsI 3a I W 90 lax I 196 ass I9T1 510 swrraa IGPR®ata 8k 119 1M 21T qt 499 8.Pump selection: §5.3.2.1:Paco;1$0009allons or les,select pump'fmm the database with 0 Curve-A gpmflowequal to item 2a0ess. §5.3.1.2:Packs 17,001 prmare,sekctpump'6om the dambase with a Curve{gpm flowmual N item 2 crkss.'Mvld- speedpumps musthaw!one speedlistedthotsotlsfies this mauhement. a.Pump model Sa•.fry'�P�lr b.Pump flow 8b• V—S_ Wn — (§S.IZI,5.3.2.2:Applicable Carve A or C ppm)bw,listed in database) 4/5/12 ANSVAMP/ICG-15 Standard Writing Gammie¢¢Form 1c,12 � g ~ OFFICE COPY ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS compaawt section Requiremems 4.4.1.1 Heater has no pilot light 4.4.1.2 Readily accessible on-off switch mounted outside of the heater Heaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, / 4.3.1.3 orfor pool with 60511 of documented pool heating from on-site solar or recovered energy. 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%,heat pump COP at least 4.0 5.1.1 Pod filter pump listed in database 5.3.1 Pod filter pump with total horsepower 1.0 or more is multi-speed Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for servicing. Pod systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. System installed with solar,or setup for the future addition of solar heating equipment by 5.5.3 installing 18 Inches of horizontal or vertical pipe after the filter and before a heater,or built-in or built-up connections,or dedicated pipe to and from the pool. 5.5.6 Directional inlets for mixing pool water. 6/5/12 pN51/gPSG/ICG zsfantl Wriftg mftaFam 2of2 MAP SHOWING BOUNDARY SURVEY OF ��aaLOTT�a 22 BLOCK p� 104 �UACCORDING TOO THE PLAT OF AS RECORDED IN PLAT 8" PAGE(S)TLAn�q REACH CERTIFIED T0: C THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ANNIE M. RODRTGUEZ, EDUARDO J. RODRIGUF.Z, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, GIBRALTAR TITLE. SERVICES, AND CIBBALTAR MORTGAGE GROUP. O 109 s OFFICE COPY BASc ".. 15]676 U' s. 1/2 L.B. 1]D4 h: A^ fl4' f2.0'r 1` \ 12.3' � C \ 0.1 3.0' "5G COVD h CONC. owz 3.0' � D �" W 1 = SG A TIIE .n PAD O WOOD 71 � 3 DECK _ I a5f LOT T OT 2 7/r1' LOT 3 BLOCK 104 B OCK n BLOCK 104 9. '% 7.5 1/2" 1/2" 00RGEN cj S ED 'Pp . OURGEN L9269 . 1048 70 -?1 L.B. 1058 24.8 D.1' A 220.00' (= Mme_ _ LP. TO U+. 10.3PI:D'/2 FRAME SHE] L.B. IM w, 49.90' /M) E'.Z-- LOT 1 50.00' (R) - - BLOCK 105 - CROSS REFERENCE JOB NO. 52@48 a000 mus �^=ARSAs osmwlxsn m az ovTstos txs na.rowsi aura aovoa,w� /aom zexs-u(sRAnso)- . urns a as u�xVu Z RP mcu aF(z uL91.U.mx;. 1\ERI.CC '%04"m%o d,.v 1 GWT M vnln CP.unACE Msns SER RIA 1 SWYr ultE: nv nRE/.S PF01FG1FD ev IE4FEs mOM Iz uNwnl.CnONCE 0.0[0. J P J E Y 0 R GERM&L NOTES 3 1. ANGLES ARE SHOW ON THIS SURVEY. 2.STRUCTURE NO. 470 SACRA HEREON UES WTHIN FLOW ZONE % y A S$OCIATED SURVEYORS INC. BEST DEtERUWED FROM F.EJl.A FLOW MAPS PANEL NO DA 04 17 3.THIS 15 A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROU O FOOIIN LAND & ENGINEERING SURVEYS PIPES AND UTILITIES. IF ANY, NOT DETERMINED. 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IIF ANY, N 3846 BLANOING BOULEVARD LOCATED BY THIS OTR Y. < S JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUB 2 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMEN i0O DERTIFlGTE OF AUTHORIZATION N0. LB 0005488 TRE. COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORO&MCFS, E S S V THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARC 6.UNLESS OMERMSE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICAR I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY 6�GE68O/AE®1SElfIATIO�� DIRECT SUPERVISION AND MEETS THE. MINIMUM TECHNICAL O SET IRON PIPE OR RESAR P.C. = POINT OF CURVE COV'D = COND STANDARDS FOR LAND SVR-VEYING PURSUANT TO CHAPTER "ASSa,SURVEY' OR L.8.5488 P,T. = PUNT. N'TANGENCY E.B.=ELECTRIC 67 G1FlOR10A ADMINTHE COD CH R 472, F.S. ® FOUND IRON PIry OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE • FOUND CONCRETE MONUMENT (CM.) P.QC. = PORT OF COMPOUND CURVE B.: �. - % = CROSS CUT OR DRILL HOLE (C) = COMPUTED DATA R/W= RICHT OF (R) a RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING CH L 8. HATCH R % FLORIDA `QF IFlCATE N0. 3771 R. =RADIUS L= ARC LENGTH ASC =AR CONDITIONER (E.T.) = FAVE C RLES L STARLING FLORIDA/ RTIFICATE NO. 4579 O.R.B.=OFFICIAL RECORD HOOK ® ='NATER METER ^g UD111Y RAYMOND J. SCHAEFER FLORIDA CERTIFICATE. NO. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EO. =POOL EOUIPNE11t -.=GUI'ANCIi P.R.M.=PERMNIENT REFERENCE MONOMDB -O.U.-=OVER HEAD UTIUPES CR = CH JOB N0. 578 /Q Pl _ DAT'f, _Iltf_-_17-101 D. RILL =0111101NC RESTRIC11ON ONE %—% C H LINK If'NCE BTA. -BETW SCALE: 1" = 30_ DRAFTER J.M. HocMinski CLS EJ. 'ELECTRIC TRANSFORMER & HAD W—W WIRE FENCE -O—O-WOW FEN J.E.A. =JACNSONMIlE ELECTRIC AUTHORITY C & R - COVENANTS & RESTRICTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RASED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER Construction Management/Water s II/IS/zol6 Retention Plan for47o Crc4,id Street x MAP SHOWING BOUNDARY SURVEY OF LOT 2 BLOCK 104 ACCO/�RDING TO THE PLAT OFSECTION "H'o BEACH NTIC AS RECORDED IN PLAT BOOK 18 1 PAGE(S) 34 OF THE CUP. Ir•IED To: PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ANNIE M. RODRIGUEZ, EDP,ARDO J . RODRIGUEZ, OLD REPUBLIC NATIONAL TITTLE fXSIi R:1?1C1; COMPANY, GIBRALTAR TITTLE: SERVICES, AND GIBRALTAR MORTCAGE GROUP. oycy/o iso s ,Q \ ��'6c�'Q/fir ��� �k✓t- 1/2" BASSETT C& tonsz-/ / 8 .e. 1704 �CpO. ,__.ho✓1 e eMea/e �yF?c" V Q2n�roclLol- ON Ll..11 &4' 120- / ` A 12.3' .2 \ RpFlpseGtl den /ovlCf{r/I _ In I.DDGC o I I 3.0' Q(/d10`- � de t �Q� 1i O<O n .rI eM1l t.'O✓I-�Q.uit cl�.i�+onQ/1vn6� � I gwi\i 3.0' �• ter 1' , �r1J f �(Ar7 �ll. IY� TIIE to PAD 1. I Q h WOOD ti DECK _ 40 II 11 v1�ef S w iEP Ef c Penal I NV\'�f7 Cjt e--- aOA APPROVEDLOT BLOCK 104 B OCC 2 i E 0^K 104 Pm6/,•t ark/ 9. 'X 7.5' OURDEN �` EO `0 71 OU/2" RDEN L.B. 1048 ,y0 . . }�24.9' LB. 1048 0.1Po. 2j` 24 9 O Y 0_8' .6' . ` 220.00' 0 N tirXt7✓r,.•1i _O—fr-❑: 0.5'J 9.82' (M) I.P. TO I.P. 10.38' 1/2¢6 FRAME SHE' :DURDEN L.B. 1048 49.90- 0f) E°'= ) nK • Er 3. } 3 { | / | [ ! ! ir E ! / $ / = ® & { § ƒ � [ $ f ® { nf � E / Iryri } E ) § � r / . f[ \ ' @r ; 2} } * � ° � R ) ( 4h} \ / � ] QR » f � 7Ef & . \ ƒ ƒ : . [ _ , ( CR 2 - � 7 • | \ i 7 , 2 [ a for: -~ ite Flan— jim Existing home �Proposed pool foi o/28/2D 1 5 duardo Annie Kodri uez 470 Orc6'J 5t. w Atlantic f)each, FL 3 223 3 z OP Y', F1 E 9uipment F4 Sunrise Pools of Jacksonville Existing patio 2275 Atlantic F)lvd Neptune E)eac6, FL, 3 223 3 roof to,be protected,by (9O4) 3 29-2906arms and fencinS per C-Kcsidential-.5cc-I05.2. 117. giro //'/.-3 Pools specifications: ,201 _ V /arms to tom l w �im er p ,q 'ply �G1L 7 Ke tum#I 151x2 I 'x 3 O' (5 10 59f t) 31611 - 61 Dc th Froposed fool deck Dept6 �etu #2 1 5,1 1 6 gallon capacity 15, � 1 ,171 59ft of decking(upper lower decks, nd coping) 12 7� 1 36.9%Total Impervious Surface / (1) Pentair Intelllflo V5T pump (1) Pentair Clean&Clear Plus 320 cartr7d filter Propose pool Cl (1) Pentair Intellichlor salt chlorination sgst m caner (2) Pentair 12v Globrite color LED lights /controller CWall returns ) W 10`5" \ 1 ne trimmer �LoP� o0,01:C ) Ventur� Waterli5 (1) AV,5C C Channel Drain )t:-AouJ.q1.,�f�Y �, OO/, /Zeta 1i Cleaner Line suction C ) C L (suction) r !/V' lZeturn * Pr red 6,9: Existing shed Michael A. Kcmelka ft.bin. Oft. Eft. Eft. GPC i 457833 10ft. 9ft.I lin. /Oft. Scale OFFICE COPY 7YP. a DECK SLAB 3"MIN,( ) EXPANSION JOINT 8"•11" VINYL LIECK SLAB 6" 1/2"WHITE VINYL JOINT 8"-11" STRIP(NIA FOR PAVER WATER t1N TILE. DECKS) GLAZED,Mi ,4" _ -- --TILE Til I --- ,� CONCRETE DECK(OPT ONAL) --� WITH SLIP RESISTANT TOPPING �? SEE STRUCTURAL NOTE 15 ALTERNATE LOCATION OF I co ON COMPACTED GROUND WITH ALL ORGANIC MATERIAL BOND BEAM REIN.3-#3 Q BOND BEAM BAR(TYP) o BARS(TYP.FOY�ALL REMOVED.4"THK,WITH FIBER BOND BEAMS} MESH,6"WITH#3 REBAR TYPICAL WALL RETURN,OR 3 EA#3 REBAR CONTINUOUS 18" VACUUM FITTING WITH z Z LAP SPLICES AS NECESSARY .4!'i WATER STOP F GE M� 08 LIGHT FIXTURE& MIN. 0% CANTILEVER DECK DETAIL COPING DETAIL 3" NICHE g N.T.S. N.T,S, MIN. R=6"WHEN H= '-U" RADIUS INCREASES 6"FOR EACH 1OF DEPTH<5'-0" 2-#3 EACH WAY R=2'-0"WHEN H 5'-0` RADIUS INCREAS Es V FOR EACH 1"OF DEPTH a 5-0" I ca STD.REINF,: QUARTZ A GREGATE PLASTER FINISHs " #3 REBAR @ 10"O.C.B.W.MIN. SHO CRETE WALL 1 6" COVER 3"(EARTH SIDE),2" 6"MI SHELL EXPANSION JOINT DECK SLAB (POOL SIDE). REFER TO THICKNESS STRUCTURAL NOTE#1 FOR � LIGHT NICHE DETAIL ALTERNATE SCHEDULE, � �:'!—�- N.T.S. 2143BEND DOWN tu BOND BEAM BARSTYPICAL POOL WALL SECTION #3 BAR BSCALE:N.T.S. ASSHO SKIMMER DETAIL I ol 3-03—/ MINIMAL BOND BEAM SPA WALL N.T.S, SCHEDULE N.T.S. NOTE: MAYBE USED WITH DEPTH OF CONCRETE SAND,GRAVEL,OR ROCK WATER FT THICKNESS SOIL CONDITIONS ONLY. INCHES 10"MIN. 3.0 6 6"JAX WATER 12" ALTERNATE 3.5 6 TROUGH PLUMBING SEE SPA WALL SCH, LOCATION AT GRADE _ 4.0 8 SEE STRUCTURAL AT GRADE' I4.5 102-#3BARS �" NOTE15 (OR t-#4 BAR) i 5.0 10WATER .y 1 OR ELEVATED ?ROUGH HORIZ.REIN.#3 BARS 8" I I VERTICALfl.C.FOR FREE STANDING sa. T REINFORCEMENT#3- WALLS 4 10 INCH CENTERS. I TY T OR -+ O.C.E.W. NOTE:GREATER WALL VERT.REINF.SEE SPA _TYPICAL REINF. THICKNESS(T)OR WALL SCH. DOUBLE CURTAIN I PLAN EMU=ONE YEAR IRON THB REINFORCEMENT MAY • STONAl'CJRB DATE OR THE BpFEG`fIVB BE USED IF REQUIRED ��� �..,. SHEER DESCENT DETAIL co�°c�Ics��c��R DMING FOR AESTHETICS OR RESIDENTIAL PLUMBING FLUOR REINF,CONT. STRUCTURAL DETAILS FROM SPA TO POOL MIN.15"LAP EITHER DIRECTION Certificate cif A4tbor4.y No,28177 SPA DETAIL N.T.S. 4337'PAB� OAKS Cbkr,,5UITE 191 JACKSONVIL11JI-32224 . , SUNRISE POOLS OF JACKSONVILLE LLC 504-223-9773 FA#; 366432-9236i xCPC 1457833 1822 KINGS WAY_ NEPTUNE BEACH, FL 32266 ,. (904) 329-2906 . (904) 551-7261 NC3r ro SCALE DWG BY: MAC SHEET 2, OF <4 .FFG 3'0"MIN.(EDGE OF OUTLET) 3'4"MIN.(EDGE OF OUTLET) 3'O"MIN.(EDGE OF OUTLET) -- SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP OFFICE COP OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO DUAL PARALLEL OUTLETS TO TWO PUMPS PUMPS IN PARALLEL NOTES: 1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTS DE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. SINGLE UNBLOCKABLE CHANNEL OUTLET T4 TWO PUMPS 3. THE FLOW RATING OF EACH COVERIGRATE SHALL BE AT LEAST EQUAL TO THE SYSTEM'S MAXIMUM FLOW RATE. 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE TO"13EPARATION REQUIREMENT,I.E ONE(1)ON THE BOTTOM AND ONE(1)ON THE VERTICAL WALL,OR ONE(1)EACH ON TWO(2)SEPARATE VERTICAL WALLS. ANY SHAPE DUAL SUCTION OUTLET ARRANGEMENTS TO"MIN.(EDGE OF OUTLET) TO"MIN.(EDGE OF OUTLET-) TO"MSN.(EDGE OF OUTLET) LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP NOTES: 1. SINGLE CHANNEL OUTLET: 3"OR GREATER IN WIDTH AND 31"Oft GREATER IN LENGTH(APPLIES TO PERFORATED AREA). 2. SINGLE UNSLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE 99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18"X 23"WITH CORNERS OF RADIUS 4" SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS 2"90°BEND(TYP. VELOCITY-6 FT I S 2"TOEE OF 2) SCH 40 SCH 80 12"AIR GAP(MIN.) SUCTION PIPE MAX FLOW MAX FLOW OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL DIAMETER (GPM) (GPM) SYMMETRIC PIPING E CENTRICALLY TAPPED PIPING LOOPED PIPING 2" 63 55 2`1/2" 90 79 /tii � N, 3 38 124 NOTES: MAXIMUM UNVERWATER ,� ` :� J 4" 238 215 1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 EET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. LENGTH OF VENT PIPING:30 540 4 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL B LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. FEET FROM TEE ON 6 88 3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHALL E AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. SUCTION PIPING TO AIR GAP SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING: p SUCTION p q /� + LABEL,VENT AS FOLLOWS:"POOL_ THREE-OR-MORE SUCTION OUTLET ARRANGEMENTS SUCTION OUTLET—,--. UTLET SAFETY DEVICE-DO NOT HANDLE" TO SUCTION PIPING 2"VENT PIPING- NOTES: DEBRIS OUTLET MOUNTED 1. ALL COVERSIGRATES SHALL COMPLY WITH ANSIIASME A112.19.8-LATEST,"SUCTION FITT ING$FOR USE IN IN POOL FLOOR VENT LINE D TAI L SWIMMING POOLS,WADING POOLS.SPAS AND HOT TUBS." RECOMMENDED: GRATES SHOULD BE INSTALLED E WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FTIS THROU 3H THE GRATE(S). 2, SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7,LATES r, THE FOLLOWING METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSIIAPSP-7: A)SUR ACE SKIMMING OR OVERFLOW SYSTEMS THAT PROVIDE 100%OF THE REQUIRED SYSTEM FLOW;B)DU L SUCTION OUTLET SYSTEMS;C)THREE-OR-MORE SUCTION OUTLET SYSTEMS:D)SINGLE UNBLOCKABL SUCTION OUTLET E O YEAR IFFE THE SIGNATURE DATE OP'1173I3 RFFSC17V8 SYSTEMS;E)SINGLE OUTLET SWIM JET SYSTEMS(TESTED AND LISTED AS CONFOR ING TO ASMEIANSI SEE NOTE 1 BELOW17 DATE OF A MAJOR FWRIDA SlU UINGRESIDENTIAL A112A9.8);F)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN ACCORDANCE WITH ANS ASME Al 12.19.8-LATEST CODE CHANGE VMCSEYBR IS SOONER AND ASTM F2387-04);G)GRAVITY FLOW TO A VENTED COLLECTOR TANK;H)OUTLET SUMPS IN SERIES;1)OR SUCTION OUTLET OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSIIAPSP-7 AND I S APPROVED BY THE AUTHORITY HAVING JURISDICTION. CIRCULATION LINE TO LEAF NOTES ANDDETAILS 3. BRANCH SUCTION PIPING(DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS)SHALL BE SIZED TO CANISTER I RECIRCULATION ALLOW MAXIMUM VELOCITY OF SIX(6)FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED. ALL OTHER PUMP x ,x SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT(8)FEET ER SECOND. MINIMUM PIPE LENGTH 18" Cer it axe of`Anthorit?No.28177 NOTE: JI337 q L�UA}IS CQURT, 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE 1S MISSING,BROKEN,OR LOOSE. �---^- UfTE 101 S. SUCTIONI SHALL B PLUMBED SUCH THAT WATER IS DRAWN THROUGH THE SIMULTANEOUSLY `` �'" JAV(S.ONVILLE,FL 32224 - INLETS L E1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) gp4.s 9773 FAX: 856.832-9236 SUNRISE POOLS OF JACKSONVILLE LLC THROUGH A COMMON LINE TO THE PUMP. 3' ONE(1)ADDITIONAL SUCTION OUTLET WITH A LISTED COVEf2/GRATE LOCATED A MINIMUM OF 18'FROM THE _, 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE XiTING OUTLET. CPC 1457633 TEE IN THE SUCTION LINE TO THE PUMP(S),B)AN ENGINEERED VENT SYSTEM;C)A LISTED MANUFACTURED 7, FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SU TION PIPE WILL BE NO SAF TY VACUUM EA TEM CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVERI TE OR SUCH THAT THE:... E M RELEASE SYS a. 1822 KINGS WAY SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CONTROL FLOW THROUGH k NEPTUNE BEACH, FL 32266 THE OPEN AREA OF THE COVER/GRATE. OUTLET SUMPS IN SERIES ^ . ' ! (904) 329--2906 • (904) 551-7281 DWG.BY' MAC € NOT TO SCALE 4F'ROiSHEET 3 OF 4 APPROVED BY: JET _SS ENGINEER Lf E. TOTAL HEAD IN FEET CONVERSION CHART ANSI/ASR-7 201A ►PECIFIES THREE METHODS FOR DETERMINING RA THE E MAXIMUM SYSTEM FLOW T TDH CALCULATION OPTIONS. INCHES MERCURY ACUUM GAUGE)" FOLLOWING SIMPLIFIED TDH CALCULATION IS ONE OF THE METHODS SPECIFIED. 0 1 2 1 4 1 61 8 10 112 114 116 118 FOR EACH PUMP 0 0.0 2.3 4.5 6.8 9.0 113 13.6115-81-18.120.3 i 1 2.3 4.6 6.8 9.1-1114 13.6 15.9 18.1 20.4 22.7 SIMPLIFIED MAXIMUM SYSTEM FLOW BATE: CHECK ONE 2 4.6 6.9 9.1 1 1.;f 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 25.0 27.3 TE REQUIRED:35 GPM PER SKII ER STDH 4 9.2 1'1.5 13.8 161.0 18.3 20.5 22.8 25.1 27.3 29.6 MINIMUM FLOW RA R Q SIMPLIFIED TOTAL DYNAMIC HEAD( ) • /0 2 X 7.48 GAL./CUBIC FOOT) (�'" 1 5 11.5 13.8 16.1 18.3 20.6 22-8.25.127.41 29.6 3'1.9 1. CALCULATE POOL VOLUME. - X N GAL U COMPLETE STDH WORKSHEET-FILL IN ALL BLANKS (SURF.AREA) (AVG.DEPTH) (VOL. 6 13.9116.118-4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 R c ' 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 2. DETERMINE PREFERRED TURNOVER TIME IN HOURS. X 60(MIN./HR.)) TOTAL DYNAMIC HEAD(TDH) (H s� (TURNOVER II,I MI ...� 8 18.5 20.7 2 .0 25`.3 27.5 29.8 32.0 34.3 36.6 38.8 // _ /// � j _ COMPLETE PROGRAM OR OTHER CALCS. FILL IN REQUIRED 9 20.8 23.1 25.3 27.6 29.8 12.134.3 36.6 38.9 41.1 RATE: ! l i ' - ` 3. DETERMINE MAX FLOW -"'"' `�" Fco ATE BLANKS ON WORKSHEET&ATTACH CALCULATIONS 1D 3.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 (VOL,IN©AL.) (TURN R NS.) (POOL FLOW RATE) (FEATU E FLOW RATE) (SYSTEM ) 11 25.4 27.7 29.91322 34.5 36.7 39.0 41.2 43.5 45.8 4. SPA.PETS: X GPM PER JET= FLOW RATE MAXIMUM FLOW CAPACITY 12 27.7 30.0 32.2 34.5 35.8 39.0 41.3 43.5 45.8 48.1 JETS) (JET Low) (TOTAL JE FL W RATE) N R REPLACEMENT PUMP 13 30.0 32.3 5 36.8 39.1 41.3 43.6 45.9148.150.4 (FOR SINGLE PUMP POOL/SPA COMBO,USE THE HIGHER OF NO.3 R N0.4 IN THE FOLLOWING CALCULATIONS FOR THE POOL&SPA) OF THE NEW 0 14 32.3 34.6 36.9 39.141.443.6 45.9 48:2 50.4 52.7 15 :34.6 36.9 39.2 41.4 145.9 48.2 50.5 52.7 55.0 © 16137.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 DETERMINE PIPE SIDES: 17 39'.3 41.5 43.8146.116' 3.8 46. 48.3 50.6 2.8 55.15 .4 59.6 OW RATE. INOTES: 1 41: 43. 46.1 48.4 50. 2 55.1 574 9.7 61.9 I O BE INCH TO KEEP VELOCITY @ 6 F S MAX.AT / GPM MAXIMUM SYSTEM FL 1 43.9 46.2 48.4 50.7 2.9 55. 57.4 59.7 62.0 64.2 BRANCH PIPING T 20 46.2 48.5 50.7 53.0 5.2' 7.5 9.8 62.0 64.3 66.5 TRUNK PIPING TO BE INCH TO KEEP VELOCITY @ 8 FPS.MAX.AT P 2 GPM MAXIMUM SYSTEM FLOW RATE 1. IF A VARIABLE SPEED PUMP IS USED, 21 48.5 50.8 3.0 5 .3 57.6'59.8 62.1 64.3 66.6 68.9 USE THE MAX. PUMP FLOW IN 22 50.8 53.1 55.3 57.6 59.9 62.1`64.4 66.6 68.9 71.2 103 PM MAXIMUM SYSTEM FLOW RATE ONS. 2 53:1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 RETURN PIPING TO BE _ INCH TO KEEP VELOCITY 10 PS MAX.AT :_G FOR SI CALCULATIONS, 24 55.4 57.7 60.0 62,2 64.5 66.7 69.0 71.3 73.5 75.8 2. FOR SIDE WALL DRAIN'S,USE 25 57.8 60.0 62.3 64.5 66.8 69.1`71.3 73.6 75.8 78.1 APPROPRIATE SIDE WALL DRAIN 26 60.1 62.3 64.6 66.8 69.1 71.473.6 75.978.1 80.4 DETERMINE SIMPLIFIED TDH: FLOW AS PUBLISHED BY 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 80.5 82.7 MANUFACTURER, 28 64.7 66.9 69.2 71..5 73:7 76.0 78.2 80.5 82.8 85.0 1. DISTANCE FROM POOL TO PUMP IN FEET: 3. IN-FLOOR SUCTION OUTLET 29 67.0 69.3 71.5 73.8 76.0 78.3 80. 82.8 85.1 87.3 /' COVER/GRATE MUST CONFORM TO 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 PIPE PER 1 FT. GPM V- {FROM PIPE FLOW/FRICTION LOSS CHART) 31 71.6 73.9 76.1 7$.4 80.7 82,9 5.2 87,4 89.7 92.0 2. FRICTION LOSS(IN SUCTION PIPE)IN INCH @ MOST RECENT EDITION OF R ASME/ANSI Al2.19.8 AND BE 32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 89.7 92.0 94.3 INCH PIPE PER 1 FT.@ GPM= - (FROM PIPE FLOW/FRICTION LOSS CHART) 33 76.2 78.5 0.7 83.0 85.3'87,5 89.8 92.0 94.3 96.6 3. FRICTION LOSS(IN RETURN PIPE) IN EMBOSSED WITH THAT EDITION 34 78.5 80.8 83.1 85.3 87.6 9.8 92.1 94.4 96.6 98.9 �� _ APPROVAL. 35 0.9 83.1 85.4 87.6 89.9 92.2`94.4 96.7 g8.9101.2 4, X P FT of HEAD/� T of PIPE). � (TD su T.PIPE) TDH.IN PIPING: � 4. PUMP&FILTER MAKE,.MODEL AND NOTE; FIELD TDH MIST BE EQUAL TO OR HIGHER (LENGTy of sucT. IPE) t O' w - LOCATION CAN NOT CHANGE 5• 5� X WITHOUT SUBMITTING REVISED THAN THE CALCULATED TDH (LENGTH OF RETURN PIPE) (FT OF HEAD/1 FT OF PIPE) (TDH RET RN PIPE) PLANS AND TDH WORKSHEET. FILTER LOSS IN TDH (FROM FILTER DATA SHEET): ._ .- CHART 2 HEATER LOSS IN TDH(FROM HEATER DATA SHEET): f TOTAL ALL OTHER LOSS: Ae-o�� OFFICE' C - �oC SELECTED PUMP AND MAIN DRAIN COVER: TOTAL SIMPLIFIED TDH. PUMP SELECTION ( h�, ` USING PUMP CURVE THE FOLLOWING CUT (PUMP MODE.&SIZE IN ) FOR SIMPLIFIED TD &SYSTEM FLOW RATE SHEETS ARE INCLUDED MAIN DRAIN COVER A, k� I0.��o\/\ (SYSTEM FLOW RATE FLOW AND FRICTION LOSS PER FOOT PUMP CI HEATER (MAKE&MODEL) M JST NOT EXCEED APPROVED COVER FLOW RATE) SCHEDULE 40 PVC PIPE FILTER C] THERAPY JETS NOTES:MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKIMMER OF 35 GPM PIPE SIZE 6 FPS 8 FPS 1 10 FP MAIN DRAIN F7 WATER FALLS 1 16 GPM 10.14'. 21 GPM 0.23' 26 GPM 0.35 ATURE OTHER F REQUIRED IN-FLOOR SU TION OUTLETS 1.50137 GPM 0.08 50 PM 0.14 62 GPM 0.21' CONTRAC Si .DETERMINE THE NUMBER AND TYPE 0 QU 2#1 62 GPM 0.06 82 GPM 0.10' 103 GPM 0.16 SWIMMING PO L SPECIFICATION FOR TYPE OF COVER 25 8 8 GPM 0.05 117 GPM 0.09 146 GPM 0.13 3" 138 GPM 0.04' 181 GPM 0.07' 227 GPM :0.10' CONTRACTORS PRINTED NAME c� r� U� 2 t El Q DUAL MAIN DRAIN SUCTION OUTLET aG� GPM MAX. FLOW H 234 GPM 0.03' 313 GPM 0.05' 392 GPM OAT r-�p d S r-----3'----0► 6 534 GPM 0.02 712 GPM 0.03 �� C� O © MULTI DRAINS Q SUCTION OUTLET @ GPM MAX. FLOW CHART 1 ONTRACTORS CERT. NO. 3a'Z�3 CHANNEL DRAIN CHANNEL DRAIN @ GPM W/ PORTS -o�Q� CONTRACTORS TEL.NO. ENERGY EFFICIENCY NOTES ELECTRICAL NOTES: 1, TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND 1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH TRANSFORMER REQUIRED FOR PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON NEC ARTICLES 250 AND 680: ELECTRICAL CONTRACTOR SHALL COORDINATE WITH LOW-VOLTAGE INSTALLATIONS ONLY ACCORDING TO A PRESET SCHEDULE EXCEPTIONS: GENERAL.CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION STRUCTURE,INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL 1.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR-AND WASTE-HEAT RECOVERY OTHER METAL FARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND ,...--" �• POOL SYSTEMS TOGETHER REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS T �, ♦ 1,a. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE TO POOL REINFORCING BARS USING #8 AWG COPPER WIRES. THESE METAL PARTS !� INCLUDE,BUT ARE NOT LIMITED TO LADDERS,RAILINGS,PIPING,CONDUIT,METAL \ GENERATION rzZ2. HEATED SWIMMING POOLS AND INGROUND'PERMANENTLY INSTALLED SPAS SHALL BE DOOR FRAMES AND METAL PARTS WITHIN 6 OF INSIDE WALL OF POOL. . { EQUIPPED WITH A VAPOR-RETARDANT NT COVER ON OR AT THE WATER SURFACE OR A CONNECTION SHALL.BE EXOTHERMIC WELD,LISTED PRESSURE CONNECTORS OR �" � lo, i LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS(I.E.FOR TOWERS OR SLIDES) OUTDOOR POOLS DERIVING OVER 70%OF THE ENERGY FOR HEATING FROM A PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING BARS ARE SITE-RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN ENCAPSULATED WITH A NON CONDUCTIVE.COMPOUND,CONTACT.ENGINEER REFER TO BEFORE PROCEEDING, 300 WATT {{ NOTE 4 OPERATING SEASON. UNDERWATER 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: WALL 1 NOT BE SPLIT-PHASE,SHADED POLE OR CAPACITOR 2: THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 3 MIN.FROM INSIDE LIGHT 3.a. START INDUCTION MOTORS N ' START INDUCTION RUN TYPES 250 AND 680.IN ACCORDANCE WITH THIS,UNDERGROUND WIRING SHALL NOT BE R 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER(HP)OF PERMITTED UNDER THE POOL OR WITHIN 5'HORIZONTALLY FROM THE INSIDE WALL GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITYOFOPERATING AT OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT '`. . TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO PERMITTED BY NEC ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED LEAST ld" All, T 10'FROM THE INSIDE WALL OF POOLS, ALL RECEPTACLES WITHIN 20'OF THHE POOL MORE THAN j OF THE MOTOR'S MAXIMUM ROTATION RATE. SHALL HAVE GFCI PROTECTION. ADDITIONALLY,ALL UNDERWATER LIGHTING SHALL T 3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE BE GFCI PROTECTED. MOUNTING HEIGHT FOR ANY LUNDEWATFIXTURES SUSPENDED POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED I I SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE OVER POOLS SHALL BE NOT LESS THAN 12'ABOVE MAXIMUM WATER LEVEL. I CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR 3. IF APPLICABLE.PROVIDE#12 AWG CONDUCTORS AND GROUND FOR 12V ! BONDING CONDUCTOR. � 24 HOURS,WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS UNDERWATER LIGHTING CIRCUITS LESS THAN VIN LENGTH. FOR 12V CIRCUITS 8' REFER TO NOTE#7 SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE TO 15'IN LENGTH,PROVIDE#$AWG CONDUCTORSAND GROUND: FOR 12V CIRCUITS f 1 SOLAR HEAT GAIN. { 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH GREATER THAN 15'.BUT LESS THAN 25"IN LENGTH,PROVIDE#B AWG CONDUCTORS { I, APSP--15,"AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND AND#6 GROUND: NO 12V CIRCUIT SHALL BE MORE THAN z5'IN LENGTH. SPA ENERGY EFFICIENCY." 4. OPTIONAL: ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125-VOLT 15-OR 20-AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH T INTERRUPTER THEN r{A , TO GROUND FAULT CIRCUIT CIRCUIT. RECEPTACLE SHALL BE LOCATED NOT LESS THAN 10 FT.FROM AND NOT — POWER SOURCE WITH TRANSFORMER 4'MIN. MORE THAN 20 FT:FROM THE INSIDE WALL OF THE POOL,.THE RECEPTACLE SHALL BONDING GRID. BE LOCATED NOT MORE THAN 6 FT.6 IN.ABOVE THE FLOOR.PLATFORM,OR GRADE REFER TO NOTE#6 LEVEL SERVING THE POOL. JUNCTION BOX---° TYPICAL SWIMMING POOL BONDIN GRID PLAN RIGID,IMG OR NON METALLIC 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL CONDUIT EQUIPMENT,IF APPLICABLE. #8 AWG COPPER WIRE 6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING TIMEGLO K BRASS OR NON METALLIC SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA CONDUIT OR APPROVED FOR THE ENTIRE POOL PERIMETER.THE BONDING GRID MAY BE COMPOSED OF EQUIVALENT STEEL REINFORCING RODS(REBAR),OR#8 BARE,SOLID COPPER CONDUCTORS,6 X TO SERVICE 6 X 10 WELDED WIRE FABRIC(MESH)IS ACCEPTABLE WHEN PROPERLY INSTALLED PANEL T LL BE NEC. JUNCTION SPS' 300 WATT UNDERWATER LIGHTS SHA ON CHAIRS AND EACH SECTION IS CLAMPED WITH.APPROPRIATE LISTED DEVICES TOGGLE APPROVED AND SHALL FEATURE STAINLESS STEEL 10 ANDIOR#8 SOLID COPPER JUMPERS.THE BONDING GRIT?MAY NOT BE INSTALLED BOX SWITCH FORMING SHELL WITH BRASS MOUNTING RING. DIRECTLY IN EARTH CONTACT OR WITHOUT PROPER COVER.THE INSTALLATION SHELL SHALL HAVE.A 1"NET CONDUIT WITH OPENING MUST`BE IN ACCORDANCE WITH 68026(C),NATIONAL ELBGTRIC CODE(NEC-LATEST 4'MIN. DISCONNECT PACKING GLAND. LIGHT SHALL BE HOUSED W A VERSION)AND FLORIDA BUILDING CODE(FBC-LATEST VERSION)W/LATEST STAINLESS STEEL ENCAPSULATION BOLTED TOA AMENDMENTS. w PUMP CHROME PLATED FACE RING FOR COMPRESSING OF A 360°DOUBLE WALL SYNTHETIC GASKET. 7, THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN NOTE#6,ABOVE:AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE POOL DECK NOTES; #8 AWG BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 12 V TRANS. INCHES BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE 1: ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC- SWIMMING POOL OR SPA,THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR 3#iZ IN Y2*GOND. TEST SS LIGHT FIXTURE&NICHE 300W,12V LAMP OR 1200 2COMPRESSION HUB VAC W!CFC!PER NEC-- EQUIVALENT TO COMPLIANCE WITH S,880.26(C)OF THE NEC(2014),NFPA 20, ADOPTED BY REFERENCE WITHIN FBG. 2. OND ALL SHEATHED CABLES,RACEWAYS,METAL PIPING #8 AWG PRESSURE GROUND' 12VI 30OW WITH LOW WATER kNO ALL FIXED METAL PARTS NOT SEPARATED BY CONNECTOR TO COMMON CUT-OFF OR 120 VAC W/GFCI ERMANENT BARRIER,IF WITHIN 5 FT HORIZONTALLY FROM PER NEC ATER,12 FT VERTICALLY OF MAX WATER LEVEL. BONDING WITH REINFORCING STEEL OR PLUMBING OFFICE COPY ELECTRICAL DIAGRAM POOL LIGHT DETAIL INCOMING POWER SUPPLY JUNCTION BOX(IF USED) SERVICE PANEL LADDER,HAND RAIL TRANSFORMER POOL LIGHT DIVING BOARD,ETC... POOL LIGHT FLAN ZVMS ONE YZAR nOM THE NEUTRAL BA HEATER CASE sIGr OF A DATE ott T> EFFECTIVE RESIDENTIAL DAIS OF A IWOIt FLORIDA Bi7ILDING CODS CWGE WMCHPU 0 BOOM TO R 04(XIBLFCORD CONTROL ELECTRICAL NOTE POOL PANEL METAL CONDUITS REINFORCING �'"� A "�" PUMP OR PIPING SYSTEM STEEL 94mmi; ANIS DETAILS MOTOR BRC7UND BAR , -NEUTRAL BAR TRANSFORMER LQ Ccrtlfitate of Putharlty No:38177 433j OIAKS(OL€ 1 UITOI GROUNDING TERMINAL s � 3SUNRISE POOLS OF JACKSONVILLE LLC "� ��'��� 3 CONDUCTOR- PUMP MOTOR 6 4 I: ► CPC 145 ly 833 H-N.G { w .per* �, %# ,0 �,•�� 1822 KINGS WAY '#8 BOND TO m #8 BOND TO NEPTUNE BEACH, FL 32266 STRUCTURAL STEEL STRUCTURAL GROUND BAR #8 BOND IN STEED" ' °+ " PVCCDNDU T (904 329--29061 • 904 551-`7281 � � ,' � �'' i CONTROL PANEL MATICDWG.ByMAC TYPICAL BONDING SCHE �� ��. ��r���W -� `a TYPICALt 11✓!lL V1\1✓ N Ii�1 SCHEMATIC 1 I $ a :' • ��y, NOT TO SCALE SHEET 4 OF � APPftQVEABY: JEL " r-*A 10z