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1859 ATLANTIC BEACH DR - POOL ;.j - �, 1' : CITY OF ATLANTIC BEACH t ,_ ) 800 SEMINOLE ROAD Alp ATLANTIC BEACH, FL 32233 --4_1:_W-____(INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: POOL18-0003 Description: SWIMMING POOL AND FENCE Estimated Value: 52405 Issue Date: 3/7/2018 Expiration Date: 9/3/2018 PROPERTY ADDRESS: Address: 1859 ATLANTIC BEACH DR RE Number: 169505 1550 PROPERTY OWNER: Name: TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR RD HORSHAM, PA 19044 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: BACKYARD DESIGNS INC- MARK S TURNER Address: 4265 Eldridge Loop Ave Orangr PARK ORANGE PARK, FL 32073 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. j?..1P1 City of Atlantic Beach APPLICATION NUMBER f� ✓ �� Building Department (To be assigned by the Building Department.) - 800 Seminole Road PCDd�l S _ OO°� �, Atlantic Beach, Florida 32233-5445 \ E-mail(9 uil ing24dept • Fax us(9247 5845 ( I I 0/ � / ' e) `�,�� 9%' E-mail: building-dept@coab.us Date routed: l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I B)J9 P(`-ruAk rlL' &Re, Department review required Yes No Buildin Applicant: 1---) f\ Q_KL( A-ftb L , ,GNS Planning &Zoning Tree Adminis ra or Project: S VU lAik OA l c Ro L , u lic Worcs (public Utilities `-_ C(v C C Public Salty Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ['Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 111\ 1, `S, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD �� p` ATLANTIC BEACH,FL 32233 (904)247-5800 P.21 9f' BUILDING DEPARTMENT REVIEW COMMENTS Date: 1.19.2018 Permit#: POOL18-0003 Site Address: 4265-A Eldridge Loop, Orange Site Address: 1859 Atl. Bch. Dr. Park Review: 1 Phone: 272.9473,813.3309 RE#: Email: anne(a�backvardesign.com Homeowner: Toll Bros. Applicant: Backyard Design CORRECTION COMMENTS: These are review comments from 1 of 4 departments reviewing this permit application. 1. Update the Applicable Codes on the cove page. Resubmit 2 copies. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 emai/-Po/ R-eV; w CO - '#1 1-/ 9- aois- ri-70 1 Cover Page TB Lot 51 Atlantic Beach Country Club Project TB Lot 51 ABCC Backyard Project Address 1859 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Occupancy Class One Family Scope • Residential Swimming Pool k t" Applicable Codes 7 • 2007 Florida Building Code e • 2007 Florida Building Code-Residential • 2008 National Electrical Code ,301 "/ • ASCE7-02 Structural Design Lot Coverage Calculation • Lot 9,288 (Impervious) • Residence 4,478 Pool Deck& Stairs 785 • Tota .... ,263 • Percentage 56.7% Contents Permit Application • Pool & Fence • Electrical Proof Of Property Ownership • Property Appraiser Report Contractor Information • Florida State Contractors license • General Liability Insurance • Workman's Compensation • Duval County Occupational License Recorded Notice Of Commencement • Swimming Pool and any improvements Boundary Survey • Site Plan Tree Removal Application • N/A Tree Affidavit Site Plan • Size and location of pool • Distance to property line • Equipment Location Deck Plan • Paver specifications • beta,n ��) I3&)1 -be\-111,1 • Elevation and Drainage Pool Barrier Details • Fence • Alarms Additional Details • Equipment Cut Sheets Engineer Embossed Plans • Pool Construction Drawing • Pool Plumbing Drawing • ANSI 7 & 15 5y,J,J,:,,, ;.. CITY OF ATLANTIC BEACH � fr800 Seminole Road JAN 1 7 2018 Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date ! 77—/ Revision to Issued Permit Corrections to Comments V Permit# -POOL? ccO3 Project Addressg59 /974-/d, be (20.e I L/ it Contractor/Contact Name Vic2-/VX P5— OOL?6 /C 1 -0.�/ V Phone (),a(-/ c2 Z2' 9V 2 EmailV 22-m & 4c��Cf'�C5/ /) , oom Description of Proposed Revision/Corrections: Permit Fee Due 549-v C> /-?c1c/Y /4 74) ?164�,2.Dii)(; AA/7dx ..Pe36.,_,p erre t)_ire Additional Increase in Building Value $ ----0Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved /X Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: ,�y� :ui din _ /� 49,...-- . ' 4 . oning Reviewed By Tr-- is ii istrator Public Works Pu. ic • '- /_ / q-020/k- Public Safety Date Fire Services -�y\lJ r ' �''' \�s CITY OF ATLANTIC BEACH x 800 SEMINOLE ROAD J OFFICE C O ,�j ATLANTIC BEACH,, 247-580032233 BUILDING DEPARTMENT REVIEW COMMENTS Date: 1.19.2018 Permit#: POOL18-0003 Site Address: 4265-A Eldridge Loop, Orange Site Address: 1859 Atl. Bch. Dr. Park Review: 1 Phone: 272.9473, 813.3309 RE#: Email: _anneAbackyardesign.com Homeowner: Toll Bros. Applicant: Backyard Design CORRECTION COMMENTS: These are review comments from 1 of 4 departments reviewing this permit application. -Update the Applicable Codes on the cove page. Resubmit 2 copies. e-cC- ? -7 i-tot i7") r-c Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 1 .S r ��o its; CITY OF ATLANTIC BEACH 800 Seminole Road J :'" Atlantic Beach,Florida 32233 1.01)1-• REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 02•og-f Revision to Issued Permit Corrections to Comments V Permit#A0_61 .a 3 Project Address /85-9 /42.4A07 R �1 Zeit/E. Contractor/Contact Name 43400//J n �/ S/6//5 /, 4, ic 7 7/RA/6( Phone ( 94/ iz2 -9V78 Email/1194_C_ 3 c&w_ pssi6 J. e.vm Description of Proposed Revision/Corrections: Permit Fee Due SD•D O ' aPD/ RPPueetb 2 3 Gt1 C'6I/4e A • AoSiD/U d ,,,5m//<s • Loe.477c D�AQU/PmM'T ,11-P/Cli r- aF 2 ' < Additional Increase in Building Value $ (j Additional S.F. d By signing below,I ,€1#7Q ' J -Ta 2R affirm the Revision is inclusive of the proposed changes. (printed narz,t) it....,"z41 Signature of Contractor/Agen (Contractor must sign if increase in valuation) Date (Office Use Only) \r- Approved Denied Not Applicable to Department Revision/Plan Review Comments C0q raeJ •lr, P,G i- ,in J o�jj �. �p R 17q7 4-, Y_ Department Review Required: ui ing m nning & Zoni eviewed By Tree Administrator � ublic Work Pubic i i ies 2 .�. 7 •201, Public Safety Date Fire Services 1��. , City of Atlantic Beach APPLICATION NUMBER �S Building Department (To be assigned by the Building Department.) L = ,.,� 800 Seminole Road } ry �f Atlantic Beach, Florida 32233-5445 6 ��—I 4 OoO-3 Phone(904)247-5826 • Fax(904)247-5845 !01110- E-mail: building-dept@coab.us Date routed: �� City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: r E>9 Pc-i-L d )'t iC. &ck Department review required Yes No Bu/ ildin Applicant: I- Pv(_j-cl.( lot-k' -(GS l G((US Planning &Zoning Tree Adminis ra or Project: S 1.M. l R1�'O La u licwor(c , Public Utilities (— CNC Public Safe ty 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. FDenied. ❑Not applicable (Circle one.) Comments:l\ BUILDING T JGA ( �e �Gk L v�, eA+- Lvcurt PLANNING &ZONING Reviewed by:_!�� Date: r- I ' -( TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 .t L"v r ZONING REVIEW COMMENTS - .S City of Atlantic Beach k J �_.. ti Community Development Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 4 1t 1 \I I Date: 1/19/2018 Permit: POOL18-0003 Applicant: Backyard Designs I Review: ZONING Address: 4265-A Eldridge Loop, Orange Park FL Site Address: 1859 ATLANTIC Phone: 904-272-9473 BEACH DR y RE#: 169505 1550 Email: anne@backyardesign.com I Correction Comments 1. Stair Setbacks: Please provide the setbacks for the two stairs leading to the rear deck. ABCC SPA text requires a 5' setback from any patios, decks, etc. which includes the stairs. Also, City Code requires a 5' setback for anything over 30" above grade. Please show that this requirement is being met or revise accordingly. 2. Pool Equipment: Please clarify the location of the pool equipment. It is shown closer to the street on one plan and closer to the pool on another. ! 3. Height of deck: Please provide the height of the deck from grade. The elevation points on the Isubmitted plan shows over a 4' difference between elevation on top of the deck compared to a spot elevation a few feet from the deck. Please clarify this height. i I Informational Comments Brian Broedell Planner . . , ,. ,,V,Pr �s ,, CITY OF ATLANTIC BEACH r800 Seminole Road -) JAN 1 7 2018 Atlantic Beach,Florida 32233 Irv''' REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date /77-/ Revision to Issued Permit Corrections to Comments / Permit# POOL POOLIZ-0033 Project Address/g59 /9f/di? ba /. (20c-'��/ Contractor/Contact Name :4J)j i- /(,// & / r 77e57. /g Phone C)o C/, c2 2(2 V2S EmailV /Mi 4)! J Ck/C' r/e6/5 00/31 /) i Description of Proposed Revision/Corrections: Permit Fee Due $ /4(kd i/' //)74) i7l-'�/ Oral-7 tr/ c4PT (i ene/fig Lir Additional Increase in Building Value $ ----(9Additional S.F. 4---(t By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied / Not Applicable to Department Revision/Plan Review Comments/Cfr j( Je it c<C k S/de?L 6'1-91-1-1--/ ef,,`r,e,, 1 ac,+; a.y, Department Review Required: i�G�— uB"ild , `Pl�rrr tiny oning Reviewed By istrator _ Tref Public Works j / Pu is Utilittes r -2_Z Public Safety Date Fire Services i ''..3'; CITY OF ATLANTIC BEACH j 800 Seminole Road \� Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date „?-07/-11 Revision to Issued Permit Corrections to Comments 1/ Permit#w„,,,... 1k-.0,3 Project Address / 472)9A/j7G R 0, ../( Contractor/Contact Name 43y /Ken .FSP /645 /oIc-I vRA/eg. Phone ( 9%/),77,2 -7V73 Email4691��3/q� Description of Proposed Revision/Corrections: Permit Fee Due $ • 1/PD,9f6 RPPueRste 6)045 oil ati/ e lis e laoSI Dili O, e5,'7VR,Sj LOCr477I O/c b9cmom v7 er A=/ r 6 Additional Increase in Building Value $ d Additional S.F. d By signing below,I "9 E/1I - ti_ creek/ affirm the Revision is inclusive of the proposed changes. 7.2 (printed nau,ti et_77_,/i Signature of Contractor/Agen (Contractor must sign if increase in valuation) Date (Office Use Only) Approved 7 Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: ,4 " 4,, - ul wig ening &Zonmy Reviewed By Tree Administrator � ublic Work3�, Pubic i i ies '2_�2�— Public Safety Date Fire Services ,pvir,, City of Atlantic Beach APPLICATION NUMBER 61 . :\ Building Department (To be assigned by the Building Department.) r 800 Seminole Road 6 �C7L-( g 4 OO� 3 a. �� Atlantic Beach, Florida 32233-5445 l Phone(904)247-5826 • Fax(904) 247-5845'jA 1 0 2O1� PJ,319Y E-mail: building-dept@coab.us Date routed: ( 1 1 CV ( e ___ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 18S9 P`1_4o C f2)LA.Q_RDepartment review required Yes No fy ( Buildingg-) Applicant: I- f Q.04 joi_ �5 (G N,_ Planning &Zoning Tree Administrator Project: `J K) lM AA t IU C'-\ P°0 L lic Work � r---- Public Utilities ) (`--- SIV C 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: IVlApproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING L Reviewed by: Date:/ (1, TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. I INot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 L 4s CITY OF ATLANTIC BEACH L___Aj} JAN 1 7 2018 A ad -Da 91" JAN 192018D BY: REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date /-171, Revision to Issued Permit Corrections to Comments / Permit# POOL' S� 3 Project Address/g59 f//d /la &2d,(__ / 1.9.--- . 'c, Contractor/Contact Name ;ZOO< 6- ,/,ri mdzei.:. 14a,/ry, --/),e 7(5 v Phone c)oC,^ &?p2' 9/9,_SEmailpiil edhzecheyverde ) i 00,01 Description of Proposed Revision/Corrections: Permit Fee Due $ AC&/i //7 A) PP6'4idad-76 crOde IT ce,f pr)e/(9_ Cire Additional Increase in Building Value $ ----(31Additional S.F. 4 -- By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved i ' Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: :uildin• .� _ /./i/e9/1 oning Reviewed By Tr ' istrator Public Works 1, Pu / ✓/, ic urinti � Public Safety Date Fire Services S=A4 r 4$ 1 rEGEiCITY OF ATLANTIC BEACH 800 Seminole Road t5 FEB 2 6 2018 LI Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date e2-a/-i2 Revision to Issued Permit Corrections to Comments 1/ Permit# G, 18-a203 Project Address ast? /472)9A07 R Contractor/Contact Name 43,40044, `� Th /6/15 /i)4,qgjç- f', 1 f Phone (90V)D772 — ,V73 Description of Proposed Revision /Corrections: Permit Fee Due $ • ! PD/116 fPPU&4&eL'v/�t5 04 dtgle V, 5 • soca new o/ eQuii°nr r 11-P/6,/r 1pj Additional Increase in Building Value $ ( Additional S.F. (J By signing below,I "92,e e l��R...Al2R affirm the Revision is inclusive of the proposed changes. (printed name) it_. 7_4( Signature of Contractor/Agen (Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: ui mg , � nrnng &Zonm " / Revie • a :y Tree Administrator ublic Work3� �_��/A Pubic i i ies Public Safety Date Fire Services City of Atlantic Beach APPLICATION NUMBER J�r ? Building Department -. :: (To be assigned by the Building Department.) 800 Seminole Road � f Atlantic Beach, Florida 32233-5445 JAN 1 0 201 6} Oct l S 00�-3 Phone(904)247-5826 • Fax(904) 247-5845 P!bilk) E-mail: building-dept@coab.us Date routed: ( l I CV City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I J9 l L.Atu7l� 12)LRe_RDepartment review required Yes No (6uildin: Applicant: 4-Rb Planning &Zoning Tree Adminis ra or Project: SI/U ltd,'` V1n l/v R P00 L c1- u lic Worcs Public Utilitie_ Public Safety Fire Services Review fee $ Dept Signature X Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. Not applicable (Circle one.) Comments: BUILDING / PLANNING &ZONING Reviewed by: �/rV Date: /47t TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PU:4 ORK ments: UB�I 2- iE PUBLIC SAFET Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 BUILDING PERMIT APPLICATION OFFICE C Y CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904)247-5845 Job Address: LriAlterje j ecaedy Permit Number: Legal Description dT./ 24j x4eeA4«,�Rc tkr4 rkel r loor,t reea of t Sq.nonce! # Valuation of Work$ r 'tO Proposed Work heated/cooled non t non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residenti; If an existing structure,is a fire sprinkler system installed?(Circle one): • •s o / Florida Product Approval # telp For multiple products use product approval form Describe in detail the type of work to be performed: (1u/ e24j1127-7 /e/1/C Pe6ch Property Owner Information: Name: _ E_/ t- 1, -/. Address:ojj6 �" CityQ� ! , E-Mail (Optional) State 4Zip IQ Phone(��/.. a ___ Contractor Information: ��4► Company N me: v ; .4 ,, tf ever . _, , Qualifying Agent: i Address: .-� j' 4 1• . Office Ph ne 'Q�!• a City C-1`l? /1�e }��QQ,/� State Zip Z�r/C g Job Site/ ontact Nu ber f 3%3 c0 Fax# State Certification/Re istration# �� ►D �i�� Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address 1`,N NI F"P' 1'1AO I�4 ARC) ES I ��(\) • (�' o WI Mortgage Lender Name and Address Application is hereby mathat all work de to obtain a permit to do the work and installations as indicated 1 certify that no work or installation has commenced prior to the issuance f wok istnot and within!iix(6)formed to months,or f constructt the iods n or of all is sus s regulating ended or abandoned fora erijod of sir(6)This monthsat any time alter work is commenced. I understand that separate p aperiod ( permit becomes null Tanks and Air conditioners,etG p permits must be secured for Electrical Work,Plumbing,Signs, We1is, Pools, Furnaces,Boilers,Heaters, 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 YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examine, is ipplicatian and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whethe •peci ted herein or not. The granting of a permit does not presume to give authority to viol or cancel the provisions of any other federal.state,or 1, law regulating construction or t, • ce of construction. Signature of Ownerii� vir _ e :cure of Contractor/4--.0 P"------ _Print Name - Q �,./� Si8-ti€�._M t .kt 1.,...DI.�..1�1!es(den} g` Name MARK, j , f(,�,!! 4NL o to and subscribed before i e 20 i a s,,r ha and subscr'bed before me this s Day •f c., �, � t� , lam 1��!•r r Day of �-j, _ t IP 20 1. t. A • i r ' bj8l:4. PAME ••. U'' '. ,MOMPleri r'•.�. MY COMMISSION#GG 104718 ...4'.•'4. ;'•' tn u IC ... Jt `."; o? EXPIRES.September 14,2021 .verve lc, S �L '''•.t•r° Bonded Thru Notary Pubic Underwriters a Revised 01.26.10 Pert7-7•, - - Poc/ / ° °° 3 NOTICE OF COMMENCEMENT State of /4-24ARfPfi f �yj x Tax Folio No. /dj95Q 15:42, County of ��V' itk, To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: S57 /PA", -Bear h r:,Qfe.iAf(a f• r) ear)) 1Lc39Q33�� Address ffosw-,,�property b ing_improved: /'"�3� 08"�,.7�2? _c�< 4 2,evvnC .�� &il daze General d nption of improvements:mpc„.5(11/A4L, 2 ,QA/V / eov oiso -/-5 Owner: -IV LI. Y/J,,,(4/iT'D Pie2T/f ` Igtp?Sess: pe,150 [ri .lane/>4/ 14//4 Owner's interest in site of the improvement: /Cie ./4/!p7 Fee Simple Titleholder(if other than owner): Name: rAlcY Contractor:_ '361-4 ►, /:1�J a—012- • Address: ' 6,4246,s1 MR'sbZ 30o75 Telephone No.:(9,44,572 9 3 Fax No: (NO adj4 87$43 Surety(if any) Address: Amoun •is t 0P1 Telephone No: Fax No: O Name and address of any person making a loan for the construction of the improvements Approved By Permit ask Building Departm Name: City of Atlantic Beach,FL Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date,' specified): / THIS SPACE FOR RECORDER'S USE ONLY OWNER l Dec#2018003562,OR R (N/K 18242 Page 1210, Signed: , Date: / 7 Number Pages:1 Before me this day of De pA in the Coun of D val,State Recorded 01/05/2018 11:30 AM, Of Florida,ha iers0'11y appeared 5 - RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Notary Public :t Large, State of Florida,Citi,1% of Duvv .,, COUNTY My commission expires: �W -�- RECORDING $10.00 Personally Known: V or Produced Identification: .•.....„ u/44. /P417-T-1141kIc4— "ia MY COMMISSION#GG 104718 .n�:$7? EXPIRES:September 14,2021 Bondod Thru Notary Public Underwriters y,,1 l TREE & VEGETATION AFFIDAVIT ,� r' r�a ' , City of Atlantic Beach .. s..., ) Department of Community Development r.+ ir's";;. . .: ,;-r \��\ Planning&Zoning Division fy J � 800 Seminole Road Atlantic Beach, FL 32233 '3 PERMIT# (P)904 247-5800 (F)904 247-5845 SECTION I-APPLICANT INFORMATION E Owner(s) (X Legal Authorized Agent* NAME OF APPLICANT Mark Turner NAME OF COMPANY Backyard Designs,Inc. ADDRESS OF COMPANY 4265-A Eldridge Loop,Orange Park,FL 32073 PHONE 904-272-94 CELL EMAIL pam@backyardesign.com CONTRACTOR CERTIFICATION NUMBER CPC 1457269 ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION Il-SITE INFORMATION STREET ADDRESS OF PROPERTY 1859 Atlantic Beach Drive,Atlantic Beach,FL 32233 If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION Lot 51,Atlantic Beach Country Club,Unit 2,Book 67,Pages 132-137 LOT S1 BLOCK SUBDIVISION Atlantic Beach Country Club ) REAL ESTATE NUMBER 169505-1550 LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL X 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 from the abov• .: cribed or adjacent properties in conjunction with this project. // (Steve Merten) SIG 1 'I " OF OWNER SIGNATURE OF OWNER Signed and sworn before me on this ✓j day of '/ ace , �i7,by State of PL M S evv. /►"ICI'( eiA County of CA,. Identification verified: / Oath sworn: E Yes ` L.NcLill,„„_Qc, t . (-3,04,,,,_, 9 Notary Signature ''�H;?I�q��'. PAMELA O.TURNER My Commission expires: '=g' ,a, �"= MY COMMISSION#GG 104718 •`;.I�' • maws Bonded TAru Notary Public Unde Cover Page TB Lot 51 Atlantic Beach Country Club Project TB Lot 51 ABCC Backyard Project Address 1859 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Occupancy Class One Family Scope • Residential Swimming Pool • Fence Applicable Codes • 2017 Florida Building Code 6th Edition • 2017 Florida Building Code-Residential 6th Edition RFVISFD • 2017 National Electrical Code • ASCE7-02 Structural Design 2016 Lot Coverage Calculation • Lot 9,288 (Impervious) • Residence 4,478 RFVISFn • Pool Deck &Stairs 731 • Total Impervious 5,209 • Percentage 56.1% Contents Permit Application • Pool & Fence • Electrical Proof Of Property Ownership • Property Appraiser Report Contractor Information • Florida State Contractors license • General Liability Insurance • Workman's Compensation • Duval County Occupational License Recorded Notice Of Commencement • Swimming Pool and any improvements Boundary Survey • Site Plan Tree Removal Application • N/A Tree Affidavit Site Plan • Size and location of pool • Distance to property line • Equipment Location Deck Plan • Paver specifications • Location of footer • Elevation and Drainage Pool Barrier Details • Fence • Alarms Additional Details • Equipment Cut Sheets Engineer Embossed Plans • Pool Construction Drawing • Pool Plumbing Drawing • ANSI 7 & 15 MAP SHOWING PLOT PLAN OF LOT 51 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 v A AS RE^CApCO : rim 8Ot k 67 i+AGCS I.12-1„? oc 7F1" CUP4700r YVjC;C REMR7S or DUVAL cowry, FLA 4 1CERriPr•D T: 6R0704171,. m6R0704171, !tWCS, . 7C lm ki 41j z - Gt3m a 1. m70 m S S DTEs O+REnTio cr FLDn.040 O ,t, U-A TYPE DRAINAGE C 0 ELEVATICNS S11GAN TIIL3(12.70) (/1 N �t %CRF TANEF, FROM ENG VEERING PLANS A BY TAYLOR * 'AHI-E. 'NC.. OA TM .AIN( 2013 n E_EVAnOVS SHOWN HEREON A REFER TO NAW OF 1980 C 1 o 1 Z tn z 5 1r_ ' IAN U1pr0 5,1 �v , 7`t Vw�iNo M�p�p� .VA 4. tD \k n �' `� N80 lg'4�E 145.E _--`-1\!!.!\\I-•_- , O.1 T WO) .i i (.IS ._. � � n ` �, . _, 70 �' u A. co 9q P7`% k. •SNA 4 ;,41;0.11:ici;;71.:, �� _A--F+lam:7\_ --t \t --4 ,1•;.%;,‘ . Ode- a CJ\ M,• 11 r_c:."'', Fr`.1 ,, DLFI . r. \41.1 1 ,-�-c'0��[M1��1��0I��.l'ri[jL��]'V�i9*},� , a ff.t" Y'.?;:,' -, �. - o ` 1 lac r ,6* I+.r-Y ^' - ' til ---VolSO f 1 n r0:6 ;,,�.op.+ Dit1.�11� za t - - 1'l� 1 ri- „, t 1` :rtu' .a.i.,r - :rr;}i ;�'a �� ' + - 14Q/F`. a~ \ 3\ D m N F� f�1 , o y m I J_ - m O 70 m r� .- - \. / fi``�0 `IrY DE 73 1 73 z 7 3 O oz -0+r.n\ OB H (11 (01 ,` \ �® 3 Z 3 m 73 CURVE DATA C16 RU 1 OE,RS ENDORSEMENT (CALCULATED) SIG%ED: N17'31'40'1ti NAME:_ _ TREE scHEOL.i. _._ CHs 41.76' DATE: - LOT SQ. FT. VINUS EASERMS R .. 150.00' /NETLAADs 8.733 A - 41.89' ACRES_8.713/43,560 _____40sRE,jU�' 0.20 t`. 18'80'18' _ FeEO TRFE INCHES __ LO DI61EfIS10NS SIIOWIF HEREON ARF PFR FOUNC A UON LAI T!1[ REQU RED NUMBER O 1HEE INC•IES MATL BE MET I ALL PAVERS USING O D D Num TREES IALI VEA`+ZIREHLNTS ESTIMATED ..OT S: MGOEL 'ANNA 7n%or F CLARLD PLANT*m 'REFS STALL 8E ;ANOFY TYPE, MAMA' Al1H HC 1.,ORE' THAN SOR ()F THE SAME I..`� � 1.1331 S0. FT. .0T 47E SPECIES. 1 9.SA6+_ SQ, FT. BACK 3441 S0. FT 71pbEWAY TO R/W 988!SQ FT. MCVIT-OF-WAY -ENGTH 74.00 F f. TOTAL IMPERMOUS C01rWRAGr_ 4478* SO FT. mi. TOTAL LAWN-HT AREA SSR+ SO. FT. I ONC11•I ICA*SHCWY HMO.IS rr ns SFECYL ROOD HAZARD.0 4 -I-A,SHCww RSPO,►�INCROACwrcwls NCT LaCATEO OY F.000 INSURANCE RAT_MAP 0104 H FOR THE CII.OF JCKSCIMLLE. 1LCAII.A CALL)06-C3-•3 ALLAPLr�IVS- .7711 SAN A�MERICAN SURVEYORS OF FLORIDA, INC. co, 7r•IO rrr I:L ROfEKN JT?.7_ 904/77D-006E -rx.Frara LAND 6USrrKST'AC. JCJ7 M i'Awp NC -AM a.drtWr 11 tar' u.c�a OANAIrt vir.�,,,F,rM°Mi. S.E"C>•r,:w P..C1 ALAN OIL”- DOES RCI IEPRESFN'OR Rl?.0R7 to I.ION I_oI .sem ..M MAK., �RN.r BCUYaA?I WI'. •• Ri.."Ry . .•OW O.-.wan, rover HA7R 15 R USED ON A Pith RUY SJRV;r On• Cur,a.11r ..0 row a t*or mon w,„. Ire .*CNA 0. .c ALL ANFRICAN woo.s. a w,n SCx,•fl NOT wllU UNLESS E1.. 0 it S`'It1 SURV[YORS 3 ... 7wa Omni IR 0.A GARRET.N. No.2047 J naw I.R "a'° Syne"'Cf-at www:..._ HrANeJ11. 1 OF fLOR1DA, _Zy 6643 Mc. ,, •...1-....no • ' wwe '" +14r w�mtx S;.a.F '• i VG ti!1 _�r-^I` '". / 1/ m -.m.n� -CS v:a.... DAR '17-21 7 � ee!- •! -9 - rt.. J0. ILr60 56�R.+.IC MAnty �8 r "O BI' _flfarr .TN ! 20r7\1t25E1.IS79y6-nd.ion �// OAoOFo At; 1=�99C pas 47+Ir1 . 1 • MAP SHOWING PLOT PLAN OF LOT 51 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS R£wvROrD ;A #.tit 80nAt 67 PAWS IJY-7J2(.`t ENE C:47RElyr Ptj".1i1G prroP.T7 Cr 0..A.:, COUNTY, PZ..A. CERTiPrO tri; TCU ORO7N1RS, MC. EQUIPMENT .t ENCLOSURE: 48" ` cta ' O01ES DRECDDN Cf FLOW lk: TYaE '/;'DRAINAGE HIGH OPA/�UE ELEYAICNS 91001 NILS(12.70) Q WERr TAKEN. FR!w ENGNEERING PLANS ....i BARRIER TP MATCH aY TAYLOR$ 'AWE. ..W... nATtT ANC zuI} E':EYATIDVS<t10WN HEREON SIDINGrI _OF HOUSE Rata T'}NAS OF leas FENCE I 1 GATE 1 ] T 5 1 M ,T F3 1 =" ` { L-1‘0,-.,0"'''', x. 040 .fi• ui~4 i" ( Ca - V!-�vfYl Y' _ifry.ffA t T�>♦ , 0 \\ A.C' • Cw PCvo�°�`.v o. • 1. Pas.µ.q t+: 0 r +T 11 L11;�DFNC`` 4 G \ r2..i.‘ it. ,Aott 450, aC! qER 1 \ • ;.k ++ FT 0. ZED ;4Flt.._ '1‘ P.1 l*. 1` is � five A :IL �1 Y '.i.,7 F.F X,'•1"T0. S� } 111 Q 1 bac .*6k a41r r it•' S r 1111" p `f SFy5,2ta�;P"'"s a {44 a a 1i11� " `�;''-,":4,4 t��%l0r�' •l.6 :e if G�Wit`P I�,4 {� - f �R �j1 1 1 w Lam" \q $ 70,0 ,. FENCE: COLON L 'I '\ PLUS ALUMINUM 2 RAIL 48" HX8' EV[jopti4:' L-C°1114AIITY-6 SECTION PER DENIED ATTACHED EN IED DATA C1 t -_ENCORSD,iEr.T (CALCULATED) SIGNED N1731'40'W NAMC__-_ TREE SCHEQ4ti, CH I. 41.76' DATE:.. LOT SO.FT. MINUS EASWENTSP*11.AI.'S R - 180.00' ACREsT8,7}}/4%seo - _— �T20 A • 400'o AC.RE5P4C. . __ o.z0 A. 18'00'08' IiEQUREO TREE INGHES --._ LO DIMENSIONS SHOWN HEREON ARE PER FOUNCATION PL1t1 . ALL PAVERS THE REM RED NUMBER 0- int 4c4Es TAU. DE NET USING Y D.ANETER TREES. All vFASURENlNT$ESTIMATED -07 5;_,._. moon 'ANNA MARIA'i 70R OF FEOUNWED utANTEC'BEES St.All 9E CA40PY TYRE. AMNo NON'THAN SO17 OF PIE SAVE 5't0 5. FROM' I,i}}2 SO FT. :Di 9ZE _ ....9.2663 SG. R' HACK .34 Di S]. r ORftEWAY TO R/W ______ 9661. SQFT, 0004T-01-WAY .EN-01147400' I.I TOTAL WPERvlQUS CO!RAcr A.4413 SO FT TOTAL EASEMENT AREA 5-5.i.4.-TO-Ti' N•I EOr 571Cx7Y f4RM1.R h I,, ',I(COL TL40, _ I.NC0 GPO,s OISPOSC•IN1 K7;NM MVO ON FOOD u6I AWCt RAT_MAP Q4O5 H FLA nu:Cur Of..CKSG f IU 'ECPO 4 t DO6-C.-•3 ALL AMERICAN SURVEYORS OF FLORIDA, INC. VMD S:PHE7Ag5- 3751 SAN:05t PGCE SWF IS-AVI.1CM L#t4S% 27757-504/1%/-000A /PZPn° UCIMSED I.wO 6T/�6r'SS rb.Jdil 0,0 r,Rm c iw oy'1 ,',KKnr nal (WI q PJ.0 m w.pIIuaywst SK�GI E{:N KC/PIAL OW- arc ND, f1Nip01'pE PI.K4Jiti W!.I'M •J Ku memory. .5.41.1,.T et.V.ID/r1-Nr.,NOD ISR 5A55 CII A MID RDS WaVr. (-41 I�I P.1. PCP.•w...A,a-, '4P' p .'�," Par ea 0, .1I',A ISf,, I m=1,4'A'I Mc MN m reale AI.,I All a-.....) Mr". u°.No "'`Did" SORT,Kg.'.ilu uAILSI 060s55 e,sr1, s(NPEVC S AN J! P +�Yw'., XS I:mem,Ie,.. AWES D.WRRC7m1,MR.Ni.7e47 0!'flilR70N, x _ IAf'ora.A C4R4m.N4.664.70 M'L r^�\� l woa •�. w+'. ,.6.....•..Vat.• 5:A.E '7"'177 !/4 T1!I , \: .� • r.::. i M .011 R. ^^ a«v 'a. v.er.... 9.7E _l2-,y,-•J _ j-S ' , y ..._.._ D• R,, _R�1 TPN P\ISI?WM. IS ..." +R6-a O,:ha, Opar.',C 1=7946 ALF '" r MAP SHOWING PLOT PLAN OF LOT 51 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY a LIB UNIT 2 v-lulu;o a AS RECO: EO I:, 1'441 BO:7K et rAGCS 1J%-1J7 Or NE CVRR£N7 PUBLIC AFMQ^5 :OweGOUW1:, ;:b4. CI n H O� • CFRfirTE1 EO. R$: SbiO 01117 S WC. TII N a p i. t .0 Z M4 rtl `i �m m S73 --`-OENOIES D?RECTIOa Ct 1'LOa SO if TYPE •C'DRAINAGE H C ELEYAOON$SIIOw1I NILS(12.:0) POOL E WERE TAKEN Moll ENG VEERING PLANS Y1 UIPMENT Q RT TSVLa,J a vrI1I'E. NC.. nATEO ALINE ZOI3 WITH OPAQUE ELEVAT1pHs SIIOwN HEREON REFER TO NAVA Or 1488 C BARRIER TO MATCH 5 SIDING OF HOUSE .I-: .,. sI.963.6— u, i z(Thr ., r fie:4;t3 r.,a;0),$:4 1 '‘'. -D _`� save;f7`E 145.00 w. p11f1{{{- - -I CT \?..4 n :,-;;;,:',vii 1 ;- { a.,OPON ,2,...'.{ m .c:, P• \ i*:::,,, 1,%cr,_,:,,,,.... .,.e......\ \,-1.-V:k . - �s --'iI1 �� 0aaG s4 . ~ : g5.Do p{ ,1r.+ o ,R21 + $ft�1.hAryr �' f F c15lilUp rn S 0 . :,:,\V,;"-,,,,, Kik•c41r!a.4.-r;.� •1�1,Pi{�j.• '.' c" r Rf'� % —7- 1 ,-.:2,,;:%•:' - -I Z 111'. • -.'1 4 r D41-e.t'- ' e� •p' A'r NTp.rv. /J' u2 ` _ ,8w �, m O {a -' _ SizSA (Drill o ,,,,.§,- J ithylL. ar , EVELON " f N/E® 0O\ . rT, CURVE DATA Ci BUs1OERg_ENQQRSEMENT m rn' (CALCULATED) SIGNED: -moi N1711'40'W NAME:_- TREE wIEDL:E CH I" 41.78' OATS; r p R w 150.00' z rn LOT SQ.rt.•INDS EASEAJEHTSJ - METLAA)S ...... 4733 A Aat£sse,733J43 561 41.84' m 0-2 A- 18'00'09' ACM'SY4E.REOU•HED TREE INCHES QQ OWENSIONS SHOTIN HEREON or PER FOUNCA IKON THE REMqED NUMBER O' THEE 1NC IES NTLI.8E MC7 - ALL PAVERS '1 USING 2'D'AIrETER TREES. AI I Ail ESriVATFO .OT S' moon 'ANNA MARIA' 70%Or RECUIRED DLANTT..L' TREES WALL 9E :ANCPr TWE. __ rF::HT 1.13.1! S0.FT :,OT 412E 1 MTM HO'ARE MAN 50*OF THE SANE SPECIES. BACK ET ' SO. BALx 317+ SO r•T 7RIVEVlAY TO RA 968+ SQ f1. RIGHT-Or-MAY _mom 75.04 FI. 13 D X. TOTAL IMPERVITJUS-COYERACE 4478+ SO FT 4815 7J 'I re, TOTAL EASEMENT AREA SIM+ SQ FI. 73 114 IC,524041 HEWN ISN 114 5111C44/.1-1.003MAIM)'CHLa ''Ai SKINvICCT:GaOJrC L11C1M4::•WI'At;WI 00.4100r C-000 11151,5414.7.Mil 441. H FC 040f R THE CRT or.0o3O 4j(.FIC 14M.SAILS 0G-CU-'3 rn Ill ALL AMER-3731 ICAN SURVEYORS OF FLORIDA, INC. c) rn Lamp .rLx3WAwc FLOW metas_ ,o+mP.Ooi -L.45Z Sa Lula ec4Aresr ra.JA3 rn r^ Alt :sem �e'';2; rar� s rn � �, MI.WY., le. :u[.nr,ur(« SREY�I lral atti PIA4 0147- 5354 NCI0 or ua 4144.441 11:11••444•4•4 .� •,0..NCI 9CVMpRRT.INr?;NM IS R 64400 MVRC9QJ'Ort'it"Al!�? TI)BIW 1I IR •TNM ..P I'�Y�p�"w•YK TM 1:, -1..� _JI • •aµ4,MAI is 'nor e.G.M-4 \V/ is•,anl ..'se Ra aw. i v4r AY£RJCAA,I aI ALL k�.71� •nn r •..21.4.'<.r<5.a• SC 'tI NOT YAW 11•LL3S 41605SE0 6Y STAI $TAQV(yORS Jj F. -m• (++�e.7 *or,. ,IMLs 0.MR*O.,R Ha.2441 �0/ FLORIDA.C. 1 ::;:-...4 MN '+,Mw"'I+ t•rRl.-,� moon A CJRMT",Ns.441.1 IN i .*won L«I w�.mal•,•lu•v.wrw S:Jt..r +=� / 7/C 2(I I / rfr .wa-J.... w:N \. •raart. :O.v+r10RIlA m -"a••n, -Iv . .s vrw,.R >« wa+ ,? s. - _ Ik-s •.`M .105TCTR• S. •4 ANC IA:,,,c,;' i- 6I .•1 4 __T.— o4 gr, MI :.-. P 01T\62561-14+444-e tl_{y., , ll G,aOTP 06 157+94 f41 !Woo MAP SHOWING PLOT PLAN OF LOT 51 AS SHOWN ON MAP Ole A l'I..ANTIC BEA C'H COUNTRY CLUB UNIT 2 AS RESCRDED 'Y rt4i BOOk 67 PAGES 1X(-1J7 OF 71-T CURREN' PVSi;C RFMRDS si OUbAL coumn: G;A. CERri'ID r^: PDLL o cp4, .NC. Pool Equipment with —�(U QTES D.REOTttY.V Cr FLOW opaque barrier to TYPE *C.`" DRAINAGE match house(Hardi ELEVATICNS SHC:AN IHLS(12.70) Mei MERE TANEN FRLIEF ENGNEERIHt PLANS Siding Baize Green- ``) RY TAYLOR e1 '*N-E. NC..OATED JUNE 2013 iI E EVATIONS SHORN HEREON REFER TO NAW OF L08e T 5 0 r 3 $•'"'' L O y " + . $;10\..._ _ate,.J.L -r `;wa,_- ?I• pDl Po �I O j_ ` [a! • lac' 1J�T�J 30"``-- r Or ti••9" r 1 Orr'J 10 �c°'� • , _ o 1 +:1` C A A M k 'r'i A • i ATIN % r N r moatIf.4♦„no. a i n i\go z ' • ,oKt T F' °p0SED J �'.'� i T. `, .t 1 L ty ] +„kg'fir++' . F -(11.7Q\22.1' ++h+ V +r. J A } 5 .�. ,. .,„,‘..v.N., „.,,,,n .,,.. , * , FRCS ,I++ ,?1 Ar 4 \. . re: WI Is\ ''' � ��}1: ' -�iy1`4 � tet,.+Tk-�,�, -' 4• N,„„ tr- s 3 °COMMUNITY DEVELOPMEN- I ° APPROVED CURVE DATA Cl 13UitDER S ENCoRetIrNT (CALCULATED) SIGNED: N17'31'40'I, NAME' ,REE SCITEDI s i CH .. 41.76' DATE: LOT SO.FT. KINDS EASEyENTS/NETLAF.+DS A - 181.89' ACREs.e.733/43,540 °0720 A - 4.89' 0.20 c— t8.0000.06' ACRES+140.REQt11RE0 1REE INCHES .o Oa/ENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN TFC REQU'REp NUMRER 0+ TREE INC4ES MRL BE HET ALL PAVERS VSING 2'WAIVER TREES, ALSRE SUMENTS ESTIMATED .OT S. MCOEL *ANNA MAMA' 7 0 X OF REQUIRED PLANTED TREES STALL BE :ANOPY TYPE. FRONT 1.1331 SO. FT. :OT St2E AIM NO MORE THAN 5074 W THE SAVE SPECIES. - 9.28!!f SQ FT. BACK MO* SO. FT. 7RIVEWAY TO RAT MI+ SO FT. 110-11-0F-WAY-EKO N 74.00 F I. TOTAL IMPERNQVS COVERAcr 4-.47e* S'0. FT. 4874 TOTAL EAS/VENT AREA SSe* SQ.FT. TIE LOT 94CWN I OI:IS N RN SPECNL COD MAIM)ZONE.4.Ai SIKPN uKpWROJ1aD EN<ROACyM[NIs MCT LOCATED ON F.000 RISUR9NCC NATE NIP 0400 H FOR TN(cin OF JACKSCM11N1..RONICq WE?o6-0-,3 AMERgIC�AN SURVEYORS OF FLORIDA, INC_ C e MACE SWE IS-'N-''I70ARtL/CM% MIS?- rE , -LAD IAIiO SWAT AR AO? Ern .co'=Woe' SKr.CN mu PUT PLAY OW- DOEs NOf I-4I e P. .rO y p W4111c• RF.PREcSL ON R.?PORT lU J ON. Ir q r.f. .b'MA * 9CMNDANT INF f;NOM IS R USED ON A FIM RUN S•JM.Y A Y'E'p M=�RC sr: R 7�"W' tem a 4U. Us.-rvn %V Me 101.. rte.4044 O.- M* ' co.z: i,VA•MAMA X :UINA.Y MN V►LU UNLESS r1180SSEO NY SEN 0�r{i 1 r+m �a1.• v:�c.cacti 'P'L=D.MMNIBOIf.Jll� 7OF FLORIE uit Nrn ..� 9.Dr.w nRrvcSr1E 1'�Z' Mrak A GVIAET. N.444.4-.wNowt / Tf67�lT / (\---%\r"r15°InfrYbrIAA17:21 6543 „ ryl(ER. q.-P 1604 M .46m '? .riaw' D4tE1�-'7 T t-a1 rg 4 as csTE/R . ,, Itr .PR Pr MO ,744 P,\20i7\iZS61 157996-P c41a.. OPOr?hQL_-7990 - ,t 92%1 MAP SHOWING PLOT PLAN OF LOT 51 AS SHOWN ON MAP OF ATLANTIC BEA CII COUNTRY CLUB UNIT 2 AS wooporo „Y 1+1.41 BOOK 67 PAGCS LIZ-1J7 Or TWE CURRENF PUBLIC RE/MOS GP owl( COUNTY• FLA CERTIPtO TO; roil 3ROT/1,S, INC. i. EQUIPMENT ' ENCLOSURE: 48" O.NOTES DIRECTNDN Cr FLOW TME 'C'DRAINAGE IIITIl HIGH OPAQUE ELEVATIONS WERE TAKEN FRry ENG.4EERINGITILS �PLANS :'' BARRIER TP MATCH BY TAYLOR *11411-E. INC.. DATED JUNE 2013 ELEVATIONS SHOWN HEREON SIDING OF HOUSE REFER TO NAW OF 1088 FENCE I GATE I 2. w+ 0 T 5 \ lA `. a.s 1r.�1 .00' J 1480.264 " '-111l�1111' El ' L- .1-1E;.+,.rl �,v '"� - o \ ,S.;c1‘ 3 in '} T� nov° °� r 1 • !o cam-. a - le PREM""'R � -4 L A . I.I Z1.Fi • 1 cus,0'`E' �' i r r • 'Yl(k' • LA I c.t; s a A4 psV3f.0010) sU'; .,'* Itir* 1:. ^c 1. i(I �''• ` 1lIR.0• :.M..P. F.f e---Ill?•O 'D. ;t1F lk I _ 1 P eCe 70) `'tiii m P, .1 \22: 1 cs./. ,,� ?�,o� '. `�S-t • i.F.E�lt4. „ �. 1 Aac t�+,. o, +?, 111i7111i • ,-r�.l• .e...to , 5zt.j „�, 12. ( t i (1 ,LIME`• 'eA'n„(w '.'j4 _ < 7_,..... tr1 '�(.l``�ry,�(• r 4(,11Q �''�•"LOt�•y}x}� r�� - .�, n:,At t1 4%04, 11g ;�R �� R • '•i.( t , ,„. ,` d.'•1}'.^may.". J, k1' ' ,a ' 'h ,4,:"0) ' , FENCE: COLON •L \< � �,` \ PLUS ALUMINUM 2 T ► 1�1 f r VELOPMEN :., \ \ RAIL48"HX8' SECTION PER APPROVED ATTACHED CURVE DATA C1 IU]E G ENDORSEMEENT (CALCULATED} SIGNED: _ N17.31'40'14 NAME`., CHs 41.76' DATE: TREE SCHEDU.i. R . 150.00' LOT so. FT. !emus EASeei NTS/NETLANDS 8.73.7 A . 41.89' ACRES-&733/43,560 0.20 P. . 18'00'08' Al•"RES440.REQUIRED TREE INCHES B.0 DIMENSIONS SHOWN HEREON ARE PER FW 11-L REW'RED NUMBER 0 TREE!VICES MALL BE MET ALL PAYERS FOUNDATION PLAN USING 2'01ALETER TREES. ALL MEASUREMLNTS ESTIMATED LOT St MODEL 'ANNA MARIA' 70B OF REQUIRED PLANTED TREES SNAL1. R£ CANOPY TYPE FRONT 1,1331 SO. FT. :0T SUE 'MIH HO MORE THAN 5070 OF THE SAME SPECIES. t 4.288+SQ. FT. L BACK 340+ SO. FT. DRIVEWAY TO R/W 96B+ SQ FT. RIGHT-OF-WAY -ENGIN 74.00 FL TOTAL IMPERVIOUS COVERAGE 4,478+ SO. FT. 467[ TOTAL. EASEMENT AREA 855# SQ. FT. TIT LOT 51(GWN HEREON IS 01 TN.SPEtML rZONE UNCEFGPOJNI DlCROAC-0.411410 NCI LOCOTCO 0'4 SIII FOOD INSURANCE 0ATE.IMP 0406 H FOR THE CRY OF YCkSOIM jy RCRNA WO AS 06-03-'3 ALL AMERICAN SURVEYORS OF FLORIDA, INC. m�een� LANG summers• .T731 sue MITE/'- 5177E 75-OAPCSOMAL,L AMID&372237-907/)76-0086-LIMISED IAMB OVAM:35 MR up LmT! coram r.•1 Zrw�.per, M. otr at M dfp�TKO l9(T rwt'liP.l 10. trL.iPgtpr SRE'Gr 1(10 PLOT PLAY 0$.L"- DOES ND! RV:RESEW r(�'1"LL Y O E PLM •1:(• BOUN04if L04F.NOR IS R RAS OR PLR�OR. 1t:S(U(1 -4I RE rr+r p.-moat, EO GN A FIELD RUQ S�JRY1t (! 1,,.... p., P o.wrp2'1 MM.Pc. A (u...v+sa P.4 POO Of RO ALL . a.7I1 PAC ram CP ROM d..( AMFRICAN PS Par•p w., R4 Q.aLux o*4.104 .1St1R.{Y MOT VPIIU U►LESS E11P05$:D B,' SJ,I 'UNVEYOgS iYUPi/J .0 MCN Nttnra mmarnc WOK, JAMES 0.NMN(150N.R.Na.2647 \ Ol f 10R/DA, �t.K atH [AMC.A GN74FT%N. 66(3 INC. I -mon t..( NM FNM Mp00.v. S::A'_E 1'-2O' / e/• -wort-u-v H Anr,.( f/4Z�F7 , y'�(""�, n. . CM • K tar, .vs a 1.4MIT ') FL OA E•STUa. ,,. ANC M''0 y _B r.a - 00 BY KM ;08(7 P:\2017\02501-I57796-pc!J , oPOTT!no. I`•7990 FILE 975h1 MAP SHOWING PLOT PLAN OF LOT 51 AS SIIOWN ON MAP OF' ATLANTIC BEACH COLINTRY CLUB UNIT 2 AS. Rf^v?Ot-O :'. AA/ BrX)k 67 ',Acts 732-7..' OF THc C.RROvr PUBLIC RfMRDS Or i"LIVA COLMJTT; ZA CFRr,FKO M. mit bROi HFPS, INC I Correction Comments --^U:AOTES 0.RE:THIN Cr FLAN' TYPE "C". C DRAINAGE h ELEVATIONS 511Q,a4 IHSS(12.70) TALL MEASUREMENTS STEPS TO MERE TAI(E7t FROM ENQ'eEQRJNG PLANS � � RY TAYLOR s 1,411"E,1,411"E, 11C.,OATTD ARC 2013 PROP RTY LINE YL _ E..EVATIOVS S110445 HEREON Stair Setbacks: Stairs have been modified to comply with the 5'setback as shown on the site plan REFER TO NAI.p OF 1588 11 .„, • .2.,, and construction drawing. _�\ as; Vi y S x' E 145.00' —"mt..';7114.111111 r' r.a c.+ cs k_- �Ly...is' iR'+ t' 70� W • 7. p l o c y w s �yEO n P? n ` 21 K— 1 • cus1 c Is ral \\S _ • �syj,Cp :rT.Al' AI1le - q • 1170. 41 211' 1 };�5y` .,,y�try`�y O. ; T f.E�� • , • it 1 I.RC •14)10.*^hI'S. \i` l• _�a•I''}I .�• ' N'ti,; = 1 •v4-4,43f;,-,10'• ...1-1,, ,R, 1'r .9',a,cy+.DRIJ'E tl q 1 .• �� y11 ,,,1, riY M1SK. L?}fa ti T 1.1.' 4" ` 0 ';�AyX1 'P .111,1Iy.1♦,�.. 1 ._ _q ` S�P•.� gyp'`.',`•;}06.•.3"�• 1 1415'41 1 d t - _ - 512'`x` A. -,• . COMMUNITY DEVELOPMENT • \ \ APPROVED CALCULATED)ClRVE DATA 5UBJLUERS ENG ORSEMEta T N1 711.40'W NAME:_TREE SC 40L.i CH 41.76' DATE: Wt 50. FT. SINUS EASEE SCI , -- R is 150.00' /WETLAAOS 4733 A n 41.89' ACRES=8.733/43,960 0.20 i'. .. 18'00'015• ACRES.K=`lEOU,HED iRFE INCHES _ 40 061EHSIONS SHORN HEREON ARE PER FOONCA IQ PLAN THE REM HUMBER 0 1REE INC IES WILL BMC E 7 AIL PAvERS USING 2'D"AFFETER IREES. .All OEASUREyINTS ESTIf7ATE0 OT S: MC(1FL 'ANNA MARIA" 70%OF F_CUe1E0 'LANTEE 'BEES s-ALI. BE CANOPY TYPE. 'MM NO WORE THAN 915%OF HE SAVE ERONT 1,133* SO FT. .0T SIZE _ 9.286* Sq. FT .. _ _ SPECIES. .— BACK 340* S0. FT 7RIVEWAY TO*/w __ .. 98F1+ SG R. RIG IT-OF-WAY -ENGIN 74.00 F1. TOTAL 11APERv10,15 COVERAGE 4478* SO FT sex TOTAL EAWIAEN7 MEA 557+ SO F I ll.l ICT 91CW1 IEMCA IS 0. n4 %YEC.-RCO,RAM)MAC 1•A,SIICWH OHCOWiROJNp O+GROA4 wrwls ram LOCATED CV F.003 IMSUIWR:C HATi MAP 0108 H FOR THE COT OF 14CPS0M10-1 7LCR4A WO 06-C'-•3 ALL AMERICAN SURVEYORS OF FLORIDA, INC. ( r.v3 AAR[YORS - .F75; S4N ATE/DACE SOAIF 15-.YS SONO$(/LOIECN ]TD?7- so4/77P- 6VA(55$M0.4437 .M_ COMM ... .,..,..Vi 11..W91 - Fo wro MI f�1.1 1, C0l.'' om WY •s= y,A, saE"Ti1 IY�CV'd.3 N`I' WMo HDrtf'S ACI RLPRE co Pl?AJRI II: I;IA _ '3 41 IR b r"'1e P.i• p,11yPer pR A'�`j•' non CEO CN A MD RUQ c i�.!�. l-.' b, N0'•444 •C oar O....Re`'mss All gj4 • 1-RAF' tM.J F�'K'� 050111 I l YPI*U UNLESS A f LC EM.Ha.2�!1 SEAT SCPR 7 r °`'.. w .�,.o„,..d""Km, ►vv.IL AA D.A" rhe'eMo. 047 1�Of FIN.. f, J �W .Ton LA "." .r+.i.:mcg s;.t.l J'-1� r Tic=I/7 `'x..''11 m ..4Mp. q +naw~., DOT X11-•7 // _ •7 Fl 7A ItMO.SMJ.,A1{ MV - '_ `b s' -F.F. ,'' P_•1j017•\52!51 I5•YYf-p,1_bn -6 OPpF,•,G I-7995 Au" b75s1 MASTER ALCO ATradition ofFencing Solutions Colonial Plus Panels & Gates ' t ~ ' w ' "71r■IIM .r:a ��l�tt$>YlA.a` 94 1s' ... .14 i44444ii 1 ICS 41.14M 80110g1311§1: MgMeifiliiki!: Colonic?'Plus alu71incan Universal - 1 El i •; 1-1/2 x 1-1/4"Rails&3/4"Pickets fencing provides Panels '4Rail — ■■■■■■■■■■■■■■■■■■ .................... C;7ti'Ost;7g bec3 ef';7 72" 111111111111111111 72" 72" ■■■■■■■■■sesimfi■■■ 'y'of�t;C,� _ _�..� e vo:-e • 8' -..... I-4'or5'----1 I--4'or5'_1 al.-f s`,:, t;k7'.: '•l 3 Rail MINA■■■■■■■■■■,■■■■ 48" cc,nip1ifrie t yc,_'r 48" 11111111111011111 60" 48" /,oncisci.ve 60" �]lctieri do that 'l 1---------__8' —�... —4'or5'� I 4'or 5'-� t0C :l7 7fse _. f 54 s 54" 54" -.ck h " iL12Rah1 __ F--4'or 5'---II —4'or 5'--1 l'-' ' 4V, ''' are M . '�� CO�I,IU V TY " E I.--�r�r. —.....----,... a 1� 11111111 s' I---4'or 5' I 4'or 5'---I NEW � �*PRODUCT .,�4 1.1111111111: Iii -. .__ . _ _ _ __._ ALUMINUM . MasterHalco.com 1 888-MH-Fence 6 Backyard Designs, Inc. Construction Drawing CLIENT Safety Features Equipotential Bonding Grid 4"-6" Orange Barrier Fence to be NAME: TB LOT 51 ABCC Screen Enclosure: deep and 18"-24"from waters installed and replaced after ADDRESS: 1859 ATLANTIC BEACH DRIVE Fence: X edge connected at 4 bonding points each days activity. ATLANTIC BEACH,FL 32233 Baby Barrier: Alarms on all windowsX and doors opening to POOL SPECS pool area 610# SIZE: 14'X 28' SQFT: 341 /�jf�� DEPTH: 3' 5' PERIMETER:84 ,/ /� EST TOTAL GALLONS: 10,203 SKIMMERS: 1 O ek RETURNS: 3 rr.` ``�/1 SPA SPECS /"I�,(� SIZE: 6'x 6' SQFT: 36 A"`DEPTH:3' PERIMETER: 24' 4 ) SPILLWAY:YES-TWO 1' RAISED HEIGHT: 12" "�' EQUIPMENT POOL PUMP: Pentair VS 3050 rwe CHLORINATOR: INTELLICHLOR SALT SYSTEM O HEATER: PENTAIR 400KBTU MASTER TEMP GAS II.uIIuIIIIII FILTER SIZE: 150 ' 0 SPECIAL:360 POLARIS ROBOTIC AUTOMATIC CLEANER 1 All — TWO 1'SPILLWAYS ON SPA DECK DECK TYPE: 2 3/8"Brick Pavers TOTAL DECK SQFT: 731 STAIRS SPECIAL: DOUBLE STEPS ON EACH SIDE OF POOL DECK DECK I .J ��r�AIRS [ — — ...m. SUMMER KITCHEN riummial COVERED LANAI / Bad ? ; ; - INC COMPANY: BACKYARD DESIGNS,INC. RESIDENCE ADDRESS: 4265-A ELDRIDGE LOOP ORANGE PARK, FL 32073 PHONE: (904)272-9473 LICENSE: CPC 1457269 SCC 131149942 Backyard Designs, Inc. Construction Drawing CLIENT Safety Features Equipotential Bonding Grid 4"-6" Orange Barrier Fence to be NAME: TB LOT 51 ABCC Screen Enclosure: deep and 18"-24"from waters installed and replaced after ADDRESS: 1859 ATLANTIC BEACH DRIVE Fence: X edge connected at 4 bonding points each days activity. ATLANTIC BEACH,FL 32233 Baby Barrier: Alarms on all windowsX and doors opening to POOL SPECS pool area SIZE: 14'X 28' SQFT: 341 a��r r .� DEPTH: 3'-5' PERIMETER: 84 z. "' �v ; _' EST TOTAL GALLONS: 10,203 SKIMMERS: 1 RETURNS: 3 SPA SPECS SIZE: 6'x 6' SQFT: 36 DEPTH: 3' PERIMETER: 24' SPILLWAY: YES-TWO 1' RAISED HEIGHT: 12" EQUIPMENT POOL PUMP: Pentair VS 3050 PaaCHLORINATOR: INTELLICHLOR SALT SYSTEM 0 HEATER: PENTAIR 400KBTU MASTER TEMP GAS • O _=II FILTER SIZE: 150 SPECIAL: 360 POLARIS ROBOTIC AUTOMATIC CLEANER TWO 1'SPILLWAYS ON SPA DECK DECK TYPE: 2 3/8" Brick Pavers TOTAL DECK SQFT: 731 STAIRS H SPECIAL: DOUBLE STEPS ON EACH SIDE OF POOL DECK 1 DECK INNN J L� L-- STAIRS 1. -- SUMMER KITCHEN COVERED LANAI Backyard PuiIta- NC COMPANY: BACKYARD DESIGNS, INC. RESIDENCE ADDRESS: 4265-A ELDRIDGE LOOP ORANGE PARK, FL 32073 PHONE: (904)272-9473 LICENSE: CPC 1457269 SCC 131149942 Backyard Designs, Inc. Construction Drawing CLIENT Safety Features Equipotential Bonding Grid 4"-6" Orange Barrier Fence to be NAME: TB LOT 51 ABCC Screen Enclosure: deep and 18"-24"from water's installed and replaced after ADDRESS: 1859 ATLANTIC BEACH DRIVE Fence: X edge connected at 4 bonding points each days activity. ATLANTIC BEACH, FL 32233 Baby Barrier: Alarms on all windows( and doors opening to OFFICE I C lSPIOL: 1S4P'EXC2S8 'pool area SQFT: 341 DEPTH:3'-5' PERIMETER: 84 EST TOTAL GALLONS: 10,203 SKIMMERS: 1 RETURNS: 3 SPA SPECS SIZE:6'x 6' SQFT: 36 45'3" • DEPTH: 3' PERIMETER: 24' SPILLWAY:YES-TWO 1' RAISED HEIGHT: 12" EQUIPMENT POOL PUMP: Pentair VS 3050 CHLORINATOR: INTELLICHLOR SALT SYSTEM O HEATER: PENTAIR 400KBTU MASTER TEMP GAS .I I STAIRS FILTER SIZE: 150 y-rAI� O 1'SPILLWAYS ON SPA — a / SPECIAL: 360 POLARIS ROBOTIC AUTOMATIC CLEANER 00 DECK NJ __ _______ ___2g, I DECK TYPE: 2 3/8"Brick Pavers TOTAL DECK SQFT: 731 SPECIAL: DOUBLE STEPS ON EACH SIDE OF POOL DECK DECK SUMMER KITCHEN COVERED LANAI ,` v.,,,,',,,G4,_ Backyard �` . AEL G • LI Cic • Pe4&KC I '1'6,.,.% >6% INC O ': r r 2 COMPANY: BACKYARD DESIGNS, INC. s ��' s RE D Ill ADDRESS: 4265-A ELDRIDGE LOOP .1 �� * 'QTS. re ORANGE PARK, FL 32073 • 4 ' • PHONE: (904)272-9473 ':/U41 �..A. '..� `` LICENSE: CPC 1457269 '",,,„i ENG\ ••% SCC 131149942 �'+frhrirr..........� Backyard Designs, Inc. Drainage and Elevation Drawing CLIENT HEIGHT OF DECK IS NAME: TB LOT 51 ABCC 28" FROM FINISHED ADDRESS: 1859 ATLANTIC BEACH DRIVE GRADE. DIRT WILL ATLANTIC BEACH,FL 32233 BE USED TO CREATE A GRADUAL GRADE TO O 9.5 NE PROPERTY LINE THE REAR OF THE POOL SPECS PROPERTY. SIZE: 14'X 28' SQFT:341 SPOT ELEVATION ,-, 9.9 NW PROPERTY LINE DEPTH: 3' S' PERIMETER:84 0 SPOT ELEVATION EST TOTAL GALLONS: 10,203 SKIMMERS: 1 RETURNS: 3 SPA SPECS 12 t SIZE:6'x 6' SQFT:36 t 2.t I. DEPTH:3' PERIMETER:24' D SPOT ELEVATION 14.1 1POI ELEVA NON SPILLWAY:YES-TWO 1' RAISED HEIGHT: 12" / `+' SPOT ELEVATION 141 DRAINAGE DRAINAGE EQUIPMENT J POOL PUMP: Pentair VS 3050 CHLORINATOR: INTELLICHLOR SALT SYSTEM HEATER: PENTAIR 400KBTU MASTER TEMP GAS I I -- ------ FILTER SIZE: 150 SPECIAL:360 POLARIS ROBOTIC AUTOMATIC CLEANER DECK DECK TYPE:2 3/8"Brick Pavers TOTAL DECK SQFT: 731 DECK DRAINAGE DRAINAGE O 14.1 J SPOT ELEVATION COVERED LANAI0 Rr] d SPOT ELEVATION Pe,tc-&- fa- COMMUNITY DEVELOPMENT INC AP P RIN D COMPANY: BACKYARD DESIGNS,INC. ADDRESS: 4265-A ELDRIDGE LOOP ORANGE PARK, FL 32073 14 7 PHONE: (904)272-9473 F.F.E D LICENSE: CPC 1457269 DRAINAGE DRAINAGE SCC 131149942 Backyard Designs, Inc. Plumbing Drawing CLIENT NAME: TB LOT 51 ABCC 00I111111111111,,,t, ADDRESS: 1859 ATLANTIC BEACH DRIVE ,,,,, GO/NN '�,,,, Branch Piping 3.0 SCH 40 PVC ATLANTIC BEACH, FL 32233 ,.`" \. ,. 7O ice,. between main drains 'szPV.•••GE SF••`0. ••X13 S. POOL SPECS . E SIZE: 14'X 28' SQFT: 341 ir .7. DEPTH: 3' S' PERIMETER: 84 • EST TOTAL GALLONS: 10,203 SKIMMERS: 1 r � — --S'1A °F.- /./ -1 , r 1 RETURNS: 3 1 ` 1 �� 1 1 I I I .c.O. •,%ItL O ,• c. ;z- 1 1 I SPA SPECS 1 ., •••• .. I 1 I SQFT: 36 R� SIZE: 6'x 6' Q ,''',,��„1 N At- „,```�� 1 I DEPTH: 3' PERIMETER:24' to 1 t " 1 I SPILLWAY:YES-TWO 1' RAISED HEIGHT: 12" 1 `J 0CI) I I O I EQUIPMENT I 1 I I 4 ____ _ POOL PUMP: Pentair VS 3050 I -- I 1 CHLORINATOR: INTELLICHLOR SALT SYSTEM I I 1 HEATER: PENTAIR 400KBTU MASTER TEMP GAS I O I 1 I • I FILTER SIZE: 150 I 1 Q1I . 1 I I SPECIAL: 360 POLARIS ROBOTIC AUTOMATIC CLEANER I 1 I 1 I Ilir 1 ♦ I 1 I I I I I DECK i DECK TYPE: 2 3/8" Brick Pavers ` I I I I TOTAL DECK SQFT: 731 I I I I I SPECIAL: DOUBLE STEPS ON EACH SIDE OF POOL DECK 1 1 I I 1 I I \ / I 1 1 I �� 1 1 I 1 eV I 1 1 I 1 1 1 I Vac 1 1 I 1 I I I 1 I 1 I I I I I I I I I 1 I I I I I I 1 I Trunk Piping 2.5 SCH I I I I 40 PVC to the pump i i I I I ' Backyard 1 I I i Return Piping 2.0 SCH 40 PVC I I I I from the fitter �I I 1 I 1 I I I 1 L_1 1 --t i I 1 0 1 v ; 1 `�`)' COMPANY: BACKYARD DESIGNS,INC. ADDRESS: 4265-A ELDRIDGE LOOP ORANGE PARK, FL 32073 PHONE: (904)272-9473 LICENSE: CPC 1457269 SCC 131149942 Date: / ' J —17 4265A Eldridge Loop Client: �� /CvT 7 4: �� Orange Park, FL 32073 41,110,Address: I . _'/ 904-272-9473 "197.;: -Qac �' F CPC1457269 CPC056950 Dephth: / INC D -Deep: - eep: : ,-.3‘6 #3 REBAR - 12" ON CENTER BOTH WAYS FOR WALLS AND FLOORS Pool Beam _ DECK I Water Line Tile 314-I AGM `SK, - 111111111I111Lalja tiriiiiLujiflIIJJIIIIIIrrl> > IIIIUI I II I4Yi U 20 �. 8 = � z . _ MIJ V a O --� '_ o- Q6 ,z �. Omoo a . W F0-- a00 O 1_ 0O QZ O ZQ `%%%%o smu,n,,, V J ti to GI.YNN �`''% CCaP- z L . .. !S'p I p � gw ,� w 0 d I m r. '� f� �- _ -y w p w STATE OF - \ > cc m -'°.• P, t�'�� Minimum 6" 3500 PSI concre E �0,�.••!cC OR1�.• •(.1q./` Two 8" SCH 40 PVC Main Drains floor and walls . 1".7,,,8/0 N AX This drawing complies to the 2014 Fifth Edition FBC R4501.6.1 Conformance Standards *Pools 7'deep or deeper will have 03 Rebar p/aced at 6"vertical bars beginning at a 4'depth extending 2' f above and below the coves and 5'above and below the floor break. Note: Pool Elevation Not To Scale ANSI/ASP-7 2006 Specifies three methods for determining the maximum system flow rate. The followin simplified TDH calculation is one of the methods specified. g Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum S stem Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 1. Calculate Pool Volume: 34 xx 7.48 (gal./cubic foot) = ®( Q 2. (Surface Area) (Average epth) 2. Determine preferred Turnover Time in hours: (volume in gallons) x 60 (minutes / hour) = ��d 3. Determine Max Flow Rate: 22/2____.(2 / • :' (Hours) _ (Turnover in Minutes) L! (Volume in gallons)(Turnover Minutes), � • + � - 4. Spa Jets: / (Pool Flow Rate) (Feature Flow Rate x /5 gpm per jet = C� flow rate. Rate) (System Flow Rate) (Number 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 1' inch to keep velocity /3 sl @ 6 fps max. at 8 gpm Maximum System Flow Rate. Trunk Piping to be 2. 5 inch to keep velocity © 8 fps max. at 1/'7 Return Piping to be O. O inch to keep velocitygpm Maximum System Flow Rate. @10 fps max. at (0 3 gpm Maximum System Flow Rate. Determine Simplified TDH: 1. Distance from pool to pump in feet: 2. Friction loss (in suction pipe) in _2,15 inch pipe per 1 ft. /17@ gpm = •Og (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in 2.6 inch pipe per 1 ft. @ /63 gpm = 4. Length of suction pipe �� (from pipe flow/friction loss chart) pip S( x ft. of head/1 ft of pipe . 09 = TDH suction pipe ` ' 5 5. Length of return pipe Sts x ft. of head/1 ft ofi e •/(19 p p = TDH return pipe 8. TDH in Piping: J 2• 5 Filter loss in TDH (from filter data sheet): Heater loss in TDH (from heater data sheet): Total all other loss: _c:Z L Selected Pump and Main Drain CnvPr Total Simplified TDH: PSN i. Xnrrer c.,,Fly Pump selection 0 �At A' .118 6Gusin g pump curve for Simplified TDH & (Pump model and size in Horse ower) System Flow Rate Main Drain Cover (Make and Model) (System Flow Rate must not exceed approved cover flow rate) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and T .e of Re.uired In-Floor Suction Outlets: Check all that apply. © 3_0" O 2 SOX suction outlets U O O O @ ��gpm max. flow (see note 2) 3 suction outlets @ gpm max. flow (see note 3) Aquastar Channel Drain @ 316 gpm max. flow rate A & A Channel Drain @ 217 gpm w/ 2 port & 278 gpm w/ 3 ports (see note 4) m I, TDH Calculation Options Total Head In Feet Conversion Chart For each pump Inches Mercury(Vacuum Gauge Check one 0 2 4 6 8 10 12 14 16 18 • 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3 )< Simplified Total Dynamic Head (STDH) i 1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 Complete STDH Worksheet- Fill in all 2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 blanks 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 Total Dynamic Head (TDH) 4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.6 Complete Program or other calcs. Fill 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 in required blanks on worksheet& 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 attached calculations. 7 16.2 18.4 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 29.8 32.0 34.4 36.6 38.8 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1 Notes: 13 30.0 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 1. If a variable speed pump is used, use the 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 maximum pump flow in calculations. 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 2. For side wall drains, use appropriate side 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 wall drain flow as published by the 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 manufacturer, 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 58.9 3. Insert the manufacturer's name and 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 approved maximum flow. 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 62.5 64.5 66.7 69.0 71.3 73.5 75.8 4. See installation instructions for number of 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.0 ports to be used. 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 5. In floor suction outlet cover/grate must 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 90.5 82.7 conform to most recent edition of 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 82.8 85.0 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3 ASME/ANSI A112.12.8 and be embossed 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 with that edition approval. 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92.0 6. Pump & Filter make, model and location can 32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92.0 94.3 33 76.2 78.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6 not change without submitting revised plans 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 and TDH worksheet. 35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 101.2 Flow and Friction Loss Per Foot Swimming Pool Specification for: Schedule 40 PVC Pipe e/ 2_OT 6/ / 6De c, Velocity-Feet Per Second /� Pipe Size 6fbs 8 fbs 10 fbs 1" 16 gpm 0.25' 21 gpm 0.66' 26 gpm 0.94' 1.5" 37 gpm 0.16' 50 gpm 0.28' 62 gpm 0.48' 2" 62 gpm 0.15' 82 gpm 0.25' 103 gpm 0.40' Job Address: /e 5 9 ,q/�N j/c ,d'�:* .J? /Q A 2.5" 88 gpm 0.09' 117 gpm 0.15' 146 gpm 0.23' ,/ / �C 3" 138 gpm 0.09' 181 gpm 0.14' 227 gpm 0.23' ��C ��1 �' v 4" 234 gpm 0.06' 313 gpm 0.10' 392 gpm 0.15' 6" 534 gpm 0.04' 712 gpm 0.04' 890 gpm 0.10' Permit # ©1 APmil The Association of S Pool& Spa Professionals® ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: TB, Lot 51, ABCC CONTRACTOR NAME Backyard Designs, Inc. AND ADDRESS AND ADDRESS: 1859 Atlantic Beach Drive 4265-A Eldridge Loop Atlantic Beach, FL 32233 Orange Park, FL 32073 OWNER:ToIl FL VI Ltd. Partnership CONTRACTOR PHONE:(904) 272-9473 DATE:12/20/2017 This information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals(APSP). It is not part of the American National Standard ANSI/APSP/ICC-15 2011 but is included for information only.Contractors should acquire and comply with the ANSI/APSP/ICC-15 2011 standard which can be purchased at www.apsp.org. 1. §5.2.1:Calculated pool volume a. Gallons: 10,203 ;or 1, 10,203 gallons b.Calculated Gallons: (surface area)X (average depth)X 7.48 (gal/ft^3)'? ® 0 2.§5.2.1:Calculated maximum filtration flow rate 2. 36 gpm - (Pool volume_360 or 36gpm whichever is larger) 3.§5.2.2:Auxiliary Pool Load: 0 Yes, 0 No? (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not add auxiliary 3. 36 gpm pool load flow rates together,only the highest is used.) 4. Calculated maximum flow rate 4. 36 gpm (Item 2 or item 3,whichever is larger.) 5.§5.5.1:Pipe sizing: a.Minimum suction pipe diameter 5a. 1.5 inches - (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 4.) b.Minimum suction branch pipe diameter 5b. 1.5 inches - (Calculate:Item 4. 36 (gpm)_Branch Pipes 1 (quantity)=branch flow rate 36 (gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c.Minimum return pipe diameter 5c. 1.5 inches (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.) d.Minimum return branch pipe diameter 5d. 1.5 inches (Calculate:Item 4. 36 (gpm)_Branch Pipes 1 (quantity)=branch flow rate 36 (gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than the calculated return branch flow rate.) 6.§5.4.1:Filter type and size: a.Filter type:(Cartridge, DE,Sand) 6a Cartridge b.Minimum filter area 6b, 96.0 sq.ft. (Calculate:item 4. 36 (gpm)_filter factor 0.375 ) Filter factors:Cartgri d e=0.375, Sand=15,Diatomaceous Earth=2 7. §5.4.2:Backwash valve: LJ Yes, 0 No? 7. 2.0 inches (When using a backwash valve,enter result of item 5c or 2 inches whichever is larger) Table 1 Pipe Size: 1.5" 2" 2.5" 3" 3.5" 4" 5" 6" Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540 Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720 8.Pump selection: §5.3.2.1:Pools 17,000 gallons or less,select pump*from the database with a Curve-A gpm flow equal to item 2 or less. §5.3.2.2:Pools 17,001 gallons or more,select pump*from the database with a Curve-C gpm flow equal to item 2 or less. *Multi- speed pumps must have one speed listed that satisfies this requirement. a.Pump model ga. IntelliFlo 3050 VS b.Pump flow 8b. 73 gpm 05.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Component Section Requirements Check 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, U 4.3.1.3 or for pool with 60%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 Pool filter pump listed in database I� I 5.3.1 Pool 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 n servicing. Pool 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. V 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 n built-up connections,or dedicated pipe to and from the pool. 5.5.6 Directional inlets for mixing pool water. V 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 • INTELLiFLO° VS+SVRS ;° HIGH PERFORMANCE PUMPS PENTAIR Featured Highlights ? ,' + •Ability to program exact pump speeds for specific - r : i t �s operations-filtering,heating,cleaning,spa Jets,water j ''�"- ° Select features and more-reduces energy costs up to 90% IX- , . ' ° t �" •SVRS complies with Virginia Graeme Baker Safety Act - +` ' 'PENTAIR - . • Built-in diagnostics protect the In.telliFto pump from t the most common causes of premature failure-overheating,freezing,and voltage irregularities. • Includes priming protection.No SVRS calibrations needed.Built-in SVRS cannot be turned off. ENERGY STAR •Safety lock-out feature(password protected) prevents pump speed settings from being changed by Appliance unauthorized personnel IntelliFlo VS+SVRS Efficiency • High Performance Pump Database Ability to set minimum and maximum speeds so pump will only operate within the ranges set to help assure safe operation and long life IntelliFlo VS.SVRS pump Protected by U.S.Patent No.81..306;6,602,743;8,469,675: 8,573.952;8.602,745 8,043,070;7,686.587;7,815,420;7,857.600;7.854,597;0563.340; •Compatible with(n'tetliTouch®,Easy7ouch®,and 0606,562,0611,430 and Patent Pending and all corresponding foreign counterparts. SunTouch®Pool Control Systems IntelliFlo pumps combine variable speed technology,onboard digital • NSF Certified,UL and ETL Listed as an intelligence, and permanent magnet motors (used in hybrid cars) ASME A112.19.17.2002 Device to reduce pump-related energy costs by up to 90%. The IntelliFlo VS+SVRS pump models are the first swimming •Operates seamlessly on 50 hz or 60 hz input power. pool pumps to feature Flow/speed are constant when operating on 50hz or60 hz. a built-in Safety Vacuum Release System that detects drain blockage and automatically shuts the pump off. Ordering Information Product Model Volta a Full Load Primary Listings and Port Size Carton 9 Amps kW HP SF SFHP FREO. Certifications` (NeTI Wt.tLbsa 011017 IntelliFlo VS+SVRS 230 16 3.2 3 1.32 3.95 50hz/60hz UL',NSF',CSA'ASME°.ETL, APSP 2 in.x 2 in. 47 520641 IntelliCom 4-Rated 15-240 VAC 15-100 VDC with 4 inputs 521109 IntetliCotn 2-Rated 9-30 V DC with 4 inputs 8 350122 Communication Cable-50 ft.-Included with pump 1 35O2�a0 8 2 ;,,; 51yRAfEIT-Allows qse of dischar a check valves with SVRS pump . 1 11201-0154 2 in.x 2 in.Union(2 in.NPT mate x 2 in.female NPT quick connect) *Note:two required per pump(sold individually) 2 ' 'UL'indicates that pump bears a UL mark signifying evaluation to U.S. Title 20 and is certified to use on Residential Swimming Pool Filtration Standards UL1081 for Permanently Connected Swimming Pool and Spa Systems. Pumps and to Canadian Standards CAN/CSA C22.2 No.108-01 Liquid y ' Product may have been evaluated to ether state and local regulatory Pumps For Swimming Pools Only(Enclosure 31. 2 'NSF'indicates that pump bears a NSF mark signifying evaluation to NSF standards.Listing status may change.Always confirm status with Standard 50 For Self-Priming Centrifugal Pumps For Swimming Pools Only. appropriate agency if in doubt. Note:Pump must be used with current collectors when installed on spas 'CSA'indicates that pump bears a CSA mark signifying evaluation to or hot tubs in Canada. Canadian Standards CAN/CSA C22.2 No.108-01 Liquid Pumps For Swimming Pools Only(Enclosure 31. ASME indicates that pump bears a specific mark signifying evaluation to Refer to catalog page 43 for a selection of 2-Pole GFCI breakers which offer 6 ASME/ANSI Standard A.112.19.17.2002 Manufactured Safety Vacuum Relief EC Stand personnel protection while meeting 2008 System ISVRS). to Current NEC Standards for Pool Pumps. APSP'Pump has been evaluated to ANSI/APSPIICC-15 and California • 1SQ INTELLIFLO® VS+SVRS HIGH PERFORMANCE PUMPS (CONTIG) a Rt _ InteUiFlo VS+SVRS Variable Speed Pump • Dimensions and Performance 100 —111.11..1111 MAX SPEED•3160 RPM 90 FACTORY PRESET 80 L SPEEDS SPEW 4-3110 RPM —3110 RPM e 70 —2350 RPM 3 —1500100 RPM RPM – LL O 1 2 0 z• 40 G SPEED 3-2350 RPM J Ia 30 20 - L_ SPEED 2-1500 RPM 10 I I _ SPEED 1-1100 RPM o 1 I I j 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 FLOW RATE IN US GALLONS PER MINUTE Note: InteUiFlo VS+SVRS minimum speed is 1100 RPM 10.78 23.41 1111im1.1r "11.i11 l.�I 1� _jam ii=, �"a /1 111 INN' j— .j' .— • it ►` 12.50 . , 11 ` _.:.�Q, • ;.; It Ali "I 'Ilit- _ �!• I1lil=_ mum is `—� '. Ii15IIii L! See page 510 for replacement parts. 161 Ce INTELLICHLOR® OFFICE COPY W NI SALT CHLOI\E GENE�ATCR 1- z Q Featured Highlights / • Full diagnostic capabilities,including cell life tracking that .4 :o, communicates remaining hours of cell life in real-time.Captures Select all performance data daily(production settings,hours of operation, , chlorine output,cell cleaning cycles,salt readings,and water 1p PENTAIR temperature averages). • pactiansysplaalfchecking f * ofPush-button salt levels,cell leanliness,easanitizery-to- iew outputdi , : lip and water flow • Automatic shut-ofoerf featureond protects the unit andys prolongsenbe ca life undereckin IntelliChlor Salt Chlorine low water temperature conditions Generator Cell • On-time cycling helps prevent calcium and scale build-up to maximize cell life IntelliChlor Salt Chlorinator uses common table salt to • Ability to communicate with IntelliTouch',EasyTouch'•,and SunTouch® produce all the chlorine a pool needs,safety,effectively, Automation Systems and automatically. Same sanitation performance as • manual chlorine addition without the drawbacks. No 110 VAC or 220 VAC wiring 1110 VAC only for IC15) need for customers to buy,transport and store chlorine • Include 2 in.unions IIC15 unions adapt to 1 /:in.) compounds. • Certified to UL 1081 standard for safety • NSF approved • Health Canada approved Ordering Information Product Description Carton Qty. Carton Wt.(Lbs.) INTELLCHLOR SALT CHLORINE GENERATOR FOR UNITED STATES 520888 IntelliChlor IC15 Cell for Smaller Pools(US Version)-includes External Power Supply 521171 IntelliChlor Replacement External Power Supply for IC15 520554 IntelliChlor IC20 Cell(US Version) 1 7 520555 IntelliChlor IC40 Cell(US Version) 1 14 521105 IntelliChlor IC60 Cell(US Version) 1 16 520556 IntelliChlor Power Center(US Version) 1 13 INTELLICHLOR SALT.CHLORINE GENERATOR FOR CANADA 522109 IntelliChlor IC15(Canadian Version) 1 9 520911 IntelliChlor IC20 Cell(Canadian Version) 1 7 520912 IntelliChlor IC40 Cell(Canadian Version) 1 14 520910 IntelliChlor Power Center(Canadian Version) 1 14 ill'.E'LICHLOR SALT CHLORINE GENERATOR ACCESSORIES 520588 IntelliChlor pass-through cell for winter or start-up 1 3 520595 IntelliChlor replacement unions(contains 2 0-rings,2 couplers,2 nuts) 1 1 520670 IntelliChlor Acid Washing Kit(includes closed-end union cap,0-ring,and coupling nut) 1 1 520734 15 foot extension power cord 1 1 520736 IntelliChlor Flow Switch replacement kit 1 1 521147 IntelliChlor Orings-Pack of Ten 1 1 521248Z IntelliChlor Power Center fuse holder replacement w/fuse 10A 250V 1 1 521034Z IntelliChlor Power Center PC100 surge board replacement 1 1 521377 IntellipH canister with controller 1 18 521495 IntelliChlor IC15 Replacement Reducer Unions-2 in.to 1-1/2 in.(contains 2 0-rings,2 couplers,2 nuts) 1 1 521633 IntelliChlor Debris Cross Guard-Pack of 5 1 1 10010 IntelliChlor Power Center fuse for IC15(1.5A 250V) 1 1 522745 IntelliChlor Power Center automotive style fuse replacement(10A/58V Mini-blade) 5 1 246 CLEAN & CLEAR° FILTERS `� 1 ..,L., -,-,\,...(,, t5e. FIBERGLASS REINFORCED POIYPROPYI ENE TASK 0 Featured Highlights (>C • NSF listed kW■ �" • Unionized connections ° ' • Integrated continuous High Flow'"Internal Air Relief* U. ;;__ •Chemical resistant tank body • Lock ring with spring-loaded safety latches •Coreless cartridge for easy cleaning • High Flow manual air relief valve Clean & Clear • 1 in.drain and wash out Filter •Single piece base and body design The Clean&Clear Filter features a chemical resistant tank with no-tool servicing and a coreless cartridge for easier cleaning. All models are equipped with easy spin-on unions for plumbing hook ups.These filters are NSF listed,and are available in 50, 75, 100, 150,and 200 square foot sizes. Ordering Information Turnover Capacity Product Model Effective Filtration Flow Rate' (In Galtons1 Carton Carton Area(Sq.Ft.l (GPM Res) Qty. Wt.(Lbs.) 8 Hour 10 Hour 12 Hour CLEAN&CLEAR FILTERS 160314 CC 50 50 50 24,000 30,000 36,000 1 15 160315 CC 75 75 75 36,000 45,000 54,000 1 26 160316 CC 100 100 100 48,000 60,000 72,000 1 33 160317 CC 150 150 150 72,000 90,000 108,000 1 35 160318 CC 200 200 150 72,000 90,000 108,000 1 35 ' One GPM per sq.ft.shown recommended flow rate.5 GPM per sq.ft. Dimensions and Performance Clearance to remove Filter Module Note: Actual system flow will depend on NSF. (% plumbing size and other system components. :,i '►t Note: Pentair Aquatic Systems does not N5rrnpels so to „Ole' recommend flow rates above 150 GPM. Dimension Table * Integrated continuous High Flow internal Model ADim. BDIm. air relief is operational only when there is 160314 18' 30 �4 a 160315 251/2' 39' \ �,—moi unobstructed flow in the circulating system ;,_`�Me��O. A 160316 33' 6r Note:Operating limits maximum continual operating pressure of 50 PSI. Pool/spa 160317 401/2' 76 (bather) applications, maximum operating 160318 40-1rz 76 water temperature [Internal filter) 104°F (40°C). fi 15W H 50 See page 384 for replacement parts. -"" " ' l�A-r>uvtC;AL DATA OFFICE COPY Filter Pressure Loss Chart B. Flow Rate Table PRESSURE LOSS vs FLOW Residential Maximum Cartridge Commercial Flow Rates Maximum Cartridge Product# sq.R GPM GPH Flow Rates 6 hour 8 hour 160314 3 GPM GPH 6 hour g hour 50 18,000 24,000 160315 75 75 19 1,140 6,840 ' 9,120 160316 4'� �'� 36,000 j 100 100 6,000 28 1,680 10,080 13,440 36,00048,000 38 z 160317 150 150 9,000 2 2� 13,680 18,240 54,000 160316 200 72,000 56 3,360 20,160 150 9,000 54,000 72,000 75 4 26,880 (1) One GPM per sq,ft.shown, �'� 36,000 ° 20 ao � � �� (2) Commercial flow r�ecommended flow rate for residential is.5 GPM rate is a maximum of.375 GPMper sq.ft. rtow 120 'b NOTE: Actual system flow will depend on l per sq'ft.of filter area• plumbing size and other system components. Replacement Parts m Part Number Description ----------------------- 0 mlii, O 0 1 98209800 High Flow'" D. te 2 190058 9 manual air relief valve 3, 4 3 Pressure Gauge Mill 178553 Lid,50, 100 sq.ft.filter 4 178561 Lid,75,150,200 sq.ft.filter 5 59052900 Locking Ring assy. limmumill 6 87300400 Body 0-ring 0 7 59016200 Air Bleed Sock Kit 8 59053500 Center Core,50 s 9 59053600 Center Core,75 sq.ft•filter li��=�1��!� 10 59053700 ft.filter �irall■ 0 11 Center Core, 100 sq.ft.filter ID 59053800 Center Core, 150,200 sq.ft.filter 12 R173213 Cartridge Element,50 ,-o a ` 13 R173214 Cartridge Element,75 qft.filter 14 R173215 sq.ft.filter ,'—`'1 15 Cartridge Element, 100 sq.ft.filter • 8, 9, 10, 11 R173216 Cartridge Element, 150 s . ,, • • • , 16 R173217 q f.filter " • • Cartridge Element,200 sq.ft.filter 17 178562 Bottom,50 sq,ft,filter 12, 13, 14, 15, 16 18 178554 Bottom,75 sq.ft.filterla 19 178563 Bottom, 100 sq.ft.filter 20 178560 Bottom 150 200 17, 18, 19 20 21 86202000 Drain Capsq ft.filter ' 22 51005000 Drain Assy. F Cap Gasket �'�;w� 23 39104500 Union Nut"C" 24 98212200 Clip Al Union Nut 25 071426 Union 0-ring �� — 26 79304600 Mel I!I, � 'I I - I', • Body,Swivel �►-1� I cz v. D 6-26-09 7 P/N 178556 tn MASTERTEMP® HEATER X HIGH PERFORMANCE ECO-FRIENDLY HEATERS a + PENTAIR I— Featured Highlights w I = • Heats up fast so no tong waits before enjoying + Eco© your pool or spa Z Q • ' i Select • Best-in-class energy efficiency* N� ' + Efficiency•Conservanoo y. ' + PENTAIR • Manual gas shut-off when service is required W • Eco-friendly MasterTemp®Heater is certified Qfor low NOx emission and outperforms industry LLI --, standards Z 3{ 3- • ! • Rotating digital display allows for easy viewing —' • Tough, rustproof exterior handles the heat and weathers the elements MasterTemp High Performance Heater New MasterTemp® heaters offer all the efficiency,convenience and reliability features you want in a pool heater, plus a lot more.As easy to use as your home heating system, plus,user-friendly indicator lights make system operation and monitoring a snap.The compact design and super-quiet operation won't intrude on your poolside leisure time. Heavy-duty(HD) unit with cupro-nickel exchanger stands up to the harshest of applications,like low pH, high flow or heavy use. Ordering Information Product Gas Type BTU(000•s) Carton Qty. Carton Wt. MASTERTEMP HEATERS 460792 Natural 175 1 128 460793 Propane 175 1 128 460730 Natural 200 1 128 460731 Propane 200 1 128 451000 Natural 200 ASME 1 138 461001 Propane 200 ASME 1 138 460732 Natural 250 1 133 460733 Propane 250 1 133 460771 Natural 250 ASME 1 140 460772 Propane 250 ASME 1 140 461020 Natural 250 ASME HD 1 140 460806 Natural 250HD 1 136 460734 Natural 300 1 136 460735 Propane 300 1 136 460736 Natural 400 1 136 460737 Propane 400 1 136 460805 Natural 400HD 1 136 460775 Natural 400ASME 1 149 461021 Natural 400 ASME HD 1 149 460776 Propane 400ASME 1 149 Note:The MasterTemp'Heater is certified for tow NOx emissions. ' Standard Copper Heat Exchanger 84%Efficient. 84 Heavy Duty(HDI Cupro-Nickel Heat Exchanger 81%Efficient. MASTERTEMP® HEATER (CONT' FFICE COPY m HIGH PERFORMANCE ECO-FRIENDLY HEATERS -Im Po u) Dimensions and Performance y i v �� em a 23.02' —I (58.5 cm) la C I_ -:: ..___...j _1 3 l� --_ �iIIII!IIIIIIR1111 I 8111p= Ii��ri _ V1 kr Al 1 " 0 I .15' (71.5 cm) 21.0' ' Ti� (53.3 cm) �� (82.8 cm) 16' �— —� (40.6 cm) ' , a!� .� ,— I •----- v---_. t .��—V �\0rl•/ IMINE _1 �1 thl -IN FRONT TOP ELECTRICAL CONDUIT PORT /I nI Qf• ( f ) f =' ( ) r ) r 'I f U ) ® =I0 ' f t f 1 282 -. LJ — .m= 1M 22.7 282(57.7 cm) , - i� 16.0 __ �� (40.6 an) C IIIMI li MI *11111 0 'O i (25 7 cm; ' 5.6' =MM./ • (142 cm) ISI mIU L EXHAUST SIDE PLUMBING SIDE See pages 402-406 for replacement parts. 85 <___,..„, cmp .) GALAXY POOL vOltiple_B DRAINS 2008 VGB-2008 CMP 25513-OOX-000,25513-10X-000,25514-00X-000,25515-OOX-000,25516-00X-000, 95G MulFsubmerged lop) MUM yy,W)Use Only COMPLIANT 25519-00X-000,25531-00X-000,25537-00X-000,25539-00X-000,25539-10X-000,25548-00X-000Life. Yeats 'Floor otWall Read and keep these instructions for future reference. Always plumb and install all suction fittings according to all building codes that apply in your area. WARNING:When using two or more suction fittings on a common suction line,suctions must be separated by a minimum of 3 ft or they must be located on two different planes(i.e.,one on floor and one on the wall). WARNING:DO NOT locate suction outlets on seating areas or on backrests for such seating areas. TThe maximum flow rating for this suction fitting is 84 GPM (Wall)and 95 GPM (Floor).This suction fitting is designed for installation on side wall or door of hot tubs or pools in conjunction with at least one other suction fitting per pump.DO NOT adapt suction fitting to any pipe size smaller than ASTM 1.5"SCH 40 PVC.Field built sumps should be constructed per ANSI/APSP-16 Figure 2(see below)found on page 5 of the Standard.Suction • �,1 I 1 ti1,li,:ti�itttittt tt,� fitting and fasteners should be observed for damage or tampering before ,somin. °nII un. l.somin °"" each use. Missing,broken,or cracked suction fittings shall be replaced D ��' before use. Loose suction fittings shall be reattached or replaced before --=1- _ i use.Contact your local pool and spa professional for all winterizing oml �A°mi e. instructions and recommendations.Open area of cover is 13.20 in2. A e Head Loss(Pax 103) I 40 1.50 tin. Dm'''. min ! 0min, 1.5 0 min. : 20 ° I I 0 0 D Flow(GPM) 40 60 80 100 ( a-NOM: (a)° Imide dlamety of Di sham(b)All dimensions an minimums. (c)A broken Ilene L_J indicates suggested sump conffuranon. Tools Needed: Phillips Head Screwdriver INSTALLATION INSTRUCTIONS REPLACEMENT PARTS 1. Install sump provided orconstruct sump *X CAN BE ANY DIGIT 0-9 TO DENOTE COLOR ANSI/APSP-16 e 2(see below) per 25513-OOX Sump 25513-010-010 25524-OOX 2. If mounting frame is provided,secure it in concrete Plug 25520-050-010 Sump 25514-000-020 or plaster. Cover 25507-00X-010 PlugCo25520-050-01010 3. Use mounting screws to secure cover to frame or sump. 0-Ring 0-Ringoer 26100-580-355 26100-580-355 Screw 61004-083-212 61050-550-250 Screw 61050-550-250 NOTE:In the event that one suction outlet is completely 25515-00X blocked,the remaining suction outlet(s)serving that system Sump 25515 010 Oto 25519-00X MUST have a flow rating capable of the full flow of the pump(s) Plug 25520-040-010 Sump 25519-010-010 for the specific suction system. Cover 25507-10X-010 edCover 25507- NOTE:Increasing size of the pump may increase flow rate of Ring 25532-80X-000 P25520-004020-000 -010 Gasket 25515-000-011 Screw 61051 Plug 65051-058-030 -058-030 suction beyond rated safety limits causing entrapment or death. Reducer 25520-020-000 CAUTION:Hair or body parts blocking the spa or pool suctions Screw 61051-052-028 may become trapped and held against the suction fitting. 25531-00X 25539-00X Entrapment against the suction fittings can result in drowning or Frame 25530-000-010 other severe injury. Never sit on or lean p against suction Cover 25507-10X-010 ScrFrame 25539-000-020 0-Ring 26100-487-180 Cover er 61004-083-212 fittings.Never exceed the maximum allowable flow rate stated Screw 61008-102-420 ew 61004-083 212 on the suction fitting. The suction fitting and fasteners should be inspected for damage or tampering before each use of the 25539-10X 'Repfacility. Missing, broken,or cracked suction fittings shall be Frame 25539-100 010 years oriwithina installed replaced before using this facility. Loose suction fittings shall be damage. 7 Cover 25507-o0X o1 o immediately upon reattached or replaced before use of this facility. Screw 61054-048-019 evidence of degradation or WARNING:To reduce the risk of drowning from hair and body entrapment,install suction fittings with a marked flow rate in gallons per minute that exceeds the flow rate of your system by at least 25%. Always use multiple suction outlets. If the fitting/cover breaks,is damaged,or is missing,shut the system down immediately. Do not use the system until damaged parts have been replaced. WARNING:Keep hair and clothing a minimum of 12 inches from all suction fittings and drains at all times.Persons with long hair should secure hair to a minimal length or wear swimming cap. Children should never be left unattended at any time in a swimming pool,spa,or bathtub. Be sure the temperature of the water never exceeds the manufacturer's recommendations. 0713sb CUSTOM MOLDED PRODUCTS 136 HERRING ROAD, NEWNAN, GA 30265 ( WWW.0-M-PCOM 4/25/2017 25531-001.jpg(1000x619) OFFICE COPY :.i...: 3, lk. ‘4,„.., li ,....„.. if ,;" ,- . A t 00;4444411, . . k (, -� d:. ay,p ' I tarA lik, - --k- -*N";:i. ' 4* ' ' -'4- '' 5 '4th 'tf C i# g 4 4411W, w 'pnv ti. http://www.c-m-p,com/cm p/wp-content/uploads/2013/10/25531-001.jpg 1/1 iikli!)p 1 • 3900 Sport O r ..— % NEW a � S IMPROVED. Your pool. Our reputation. eri C)` f 4 Powerful Vacuum Performance for a Cleaner, Clearer Pool , With the most vacuum power of any cleaner,the 3900 Sport supplements 9 the pool's filtration system by circulating an additional 40 gallons of water • per minute through its filter bag,thereby distributing clean,filtered water throughout all areas of the pool.The result is more even temperature ` throughout the pool, and a cleaner, clearer body of water in less time. it; Legendary Performance . A N. 111107 All-wheel PosiDrive system a with durable stainless steely. j drive chain delivers 50%more ,I4 - torque for maximum speed, c!1 mbing,maneuverability, I j. / and performance. f aac 1• i i Incomparable Convenience sob r �. A dual chambe zippered ♦ioIP*• 41 SuperBag picks up and stores . , .1 more debris than any other go Nk r cleaner for reduced maintenance. r r I 4 Unmatched Power ' + . Powered by a booster pump, °* ; - 4 its .;`A ' w. the Polaris 3900 Sports *o i,, > large unobstructed vacuum '•`�y ' .�� inlet is perfect for large "111 / �. -\ * ` leaves,pebbles and acorns. - atesimmies BONUS �� , • 50%more flow Extreme Sweeping 1 for ultimate Now includes Ta!ISweep PRO.an advanced sweep 111 sweeping action hose enhancement that provides maximum water • No more wet propulsion to blow debris out of corners and hard Tai I Swe e p PRO' windows to reach places,while also eliminating water from or walkways spraying outside the pool. 1 The Benefits of a Polaris Pressure Cleaner Reduces Maintenance A Healthier Pool Maximizes Circulation Sweeps and scrubs the bottom Independent booster pump operation & Heating and walls of any size or shape poolkeeps the skimmer free to remove Enhances the swimming experience, Captures debris before it reaches the surface debris and contaminants for a providing a clearer body of water by pump basket and filter, reducing filter cleaner, healthier swimming experiencereturning clean filtered water throughout cleaning up to 80%,thus prolonging Sweep hose cleans tight corners and all areas of the pool. Disperses warm the life of the filtersteps where other cleaners can'twater during the heating process to the depths of the pool. 11111 -----„,fililli-.2) . A Y n . 4 ii ......."4 yy - �\ 1, T 3900 Sport 380 360 280 Venturi Jets 3 Jets 3 Jets 3 Jets 2 Jets Vacuum Inlet 2 1/" 2 1/4 2 ,/, 2 ,/ Drive Mechanism All-Wheel PosiDrive with All-Wheel Belt Drive All-Wheel Belt Drive Shaft Drive Stainless Steel Chain Tires Wide Trax" Classic Classic Classic Requires Booster Pump Yes Yes No Yes Auto Back-Up Yes Yes Yes Yes Debris Bag Dual Chamber SuperBag Single Chamber Single Chamber Single Chamber Pool Type Inground Inground Inground Inground Pool Surfaces All Pool Surfaces All Pool Surfaces All Pool Surfaces All Pool Surfaces TailSweep PRO" Included Yes Yes Yes Compatibility NEW&IMPROVED! Booster ,ate Pump Power Polaris PB4-60 Booster Pump • Energy efficient pump—operates on flow flow filter pumps A\ Be sure your Polaris Pressure Pool Cleaner A -s\\ 111 • Best pump to power your Polaris operates at optimal performance with a pool cleaner Polaris Booster Pump. The all new Polaris I • Improved hydraulic design for optimal PB4-60 Booster Pump provides maximuma. performance and efficiency power, so your cleaner can pick up even 411:0)" the largest debris, while circulating clean hit 1 warm water throughout all areas of the pool. MEGA OLDE TOWNE PRODUCT CODE: PV21330 • THICKNESS: 2-s%" (60MM) • ' DIMENSIONS: 6"X9", 9"X9", 9"X12" SF PER CUBE: 116 CUBE WEIGHT: 3015 LBS FINISH: STANDARD SURFACE TEXTURE: PILLOW TOP 6 I 5 I 4 NI7 3 I 2 I 1 chamfer embossed D Mo. 101.077 D 238 - Ai A 25 80 80 _ ifi _ ) L _Q1 co L LnI O 100 Ci /4.1) C T---T co A A 1,5 o m CV 0 00 1 B ilk B CV 10 13 cP Modellnummer 101.077 _ WZ-Nr. DP-Nr. Kunde Maschine ERr.411td I D%f4. Mmpe - Werk Bret Zuschnitt: Norm: Verfahren: Auflragsnummer Deem Noe aeeA. 23.10.46 NwEtlt Old Town 238x238x60 A .A chamfer embossed spacers 1,5mm blind A 07.1110402.00003 Ver. 09.1110492.00008.10W1 volume: 0,119 ft' zest. Andneq Dalin EDVNr.09.1110492 00008_IPT1.ip1 Addokumenl: ' 1 e 6 I 5 I 4 t 3 I 2 I 1 6 I 5 I 4 147 3 I 2 I 1 base mix D D -O> — - - _i mow_�_ 1 � o D /, O L c o_ 4 .4cu01.12 C 01 IP �� 1.� 1 i .4611r4 O U -C ro ,Orn C _ �go.. 0 .1..n... 1 B .., ..,.....".- 01 B 16 318 158 _ ..."1.." : --: ---- 238 _ r .... .� e 001. stonepackage 1174 ( ��' X001 Kunde Maschine ERP-Adi1 DXF-L Menge - Werk Bred Zuschnitt: Norm: Verfahren: Aufhagsnummer Daum Name _Beat. 004.07 FaustI 20 Old Town (II) SH 60mm A GeV. �° 07.1210402.0000217,07.1110402.00003 A spacers 1,5mm blind _ Ver. n. • LI 141. J. 29.1210414.00005.IDW1 1 Zuet Andemng Data Name EDV Nr.29121c414 cc005_IAM1.iam NtdOkument: 6 I 5 I 4 m 3 I 2 I 1 General Construction Notes: Retaining Wall 8x8x16 Block; a'n''' 1)Vertical rebar#5,2'8"on center,tied to each Horizontal Rebar. v M 2)Horizontal rebar#5,on center at every other course. A pg o 3) Each cavity of block to be filled with concrete after inspection. t o 4)Block wall can be"DRY'stacked but not to exceed 6'0"in Height `I —91 iri Footer; W o 1)Rebar, (2)each#5 continuous with 25"minimum overlap. • U vS ti 2)Rebar to be overlapped every other course at corners. c S 4 GN 8x8x16 Airoliko` 2'8"Typ Rebar Oak Cl) I , ' ;' L__J , I i ' . — I r i Of ///v\A 1 J- r---- . \\\ \\/ \�„. ,.._w rt., ack,ii. i , g i , ....CD - - L b T. ' i /\/\ ; ./ gi /-----; mil _ , I, \\ \A . 1 . , 111111 C i ,,,, . A 7\ \ix L7 . p. o .p - �. p •. .v'• ...•• .p ; p. . .p . '0. . .p . p. .+.p . p. . .p 7. . .p . , p. . .p - p.. . i L �n •� - o o n c o n e . , �,„tQNI/HNilpi� r #5 Dowel 2'8”0.C.and (�each#5 t3�-�• '`'�• z, ' \ Standard Hook into Footin.C.,an 25 Lap Minimum r ' GENSi''tte0 E d„ � j ' Rebar as shown No. 16216 o t— '`' `� P :'• E4 , 1 aM j j *I / v 1. __,. v an 3XSiaeView ' C�\•�`� t' A` Date: Sht. of