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1747 Maritime Oak Dr pool permit r rj vLl- J r11 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: POOL17-0029 Description: SWIMMING POOL AND FENCE Estimated Value: 37123 Issue Date: 1/24/2018 Expiration Date: 7/23/2018 PROPERTY ADDRESS: Address: 1747 MARITIME OAK DR RE Number: 169505 1795 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. * 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. City of Atlantic Beach APPLICATION NUMBER Js Building Department (To be assigned by the Building Department.) IS 800 Seminole Road p C� Atlantic Beach, Florida 32233-5445 1 an L I� -00 Z 1 Phone(904)247-5826 • Fax(904)247-5845 III Z /fit E-mail:E-mail: building-dept@coab.us Date routed: City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM L) L Department review required Yes o Property Address: 17 4-7 e—a � ilding Applicant: anning &Zoning Tre �mihistrator Project: SUDinainotac- P U c or s ies _FuT is a e y Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. ❑Not applicable (Circle one.) Comments: PeAdt-�Zt P161. /4�pl-dva � BUILDI PLANNING &ZONING 3 0cy� 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 City of Atlantic Beach APPLICATION NUMBER �s Building Department (To be assigned by the Building Department.) i 800 Seminole Road - 7 Atlantic Beach, Florida 32233-5445 Pon —00Z9 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: < fficN- Department review required Yes No ilding Applicant: eta Tree c�rriiniStrator Project: S - p c or s ies Pu is a ety 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. [ZDenied. []Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING ( Reviewed by' T, Date: / TREE ADMIN. Second Review: A roved as revised. Denied. pp ❑ ❑Not applicable PUBLIC WORKS Comments: Sefi�� ks PUBLIC UTILITIES re-n�P PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH 3 800 Seminole Road Atlantic Beach,Florida 32233 Ali REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date Revision to Issued Permit_ Corrections to Comments Y/ Permit#_,FgVLf mag Project Addresses f3 7 ,4 ,Q ^jam f1 �)4 Contractor/Contact Name 09, �u/ P Phone Description of Proposed Revision/Corrections: Permit Fee Due $ tel? On Q / ISC ZOA&MG 710164a 21ft002745S Additional Increase in Building Value $ -�-- Additional S.F. -�- By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signatur of Contractor Contracto gent must sign g ( gn if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning &Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services ZONING REVIEW COMMENTS S y1,�J j• City of Atlantic Beach Community Development Department J1 ' s1 800 Seminole Road Atlantic Beach, Florida 32233-5445 s J ;r '' `` /"o /00 Date: 12/29/2017 Permit: POOL 17-0029 Applicant: Backyard Designs Inc. Review: ZONING Address: 4265-A Eldrige Loop, Orange Park FL Site Address: 1747 MARITIME Phone: 904-272-9473 OAK DR RE#: 1695051795 Email: info@backyardesign.com Correction Comments 1. Height: Please provide the height of the proposed fence, gates, and enclosure for the pool equipment. 2. Setbacks: Please provide the rear setback to the proposed deck. 3. A/C Location:The SPA text for the Atlantic Beach Country Club requires mechanical equipment to be at least 3 feet from side property lines. Please show that this is being met or revise accordingly. Informational Comments Brian Broedell Planner ri�:Lvf�JCity of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 7800 Seminole Road Atlantic Beach, Florida 32233-5445 Pboul— -00 ?_ 9 Phone ( 0� s04)247-58nnC Z 9 ZO1n E-mail: building-dept@coab.0 Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM i�)� C Department review required Yes No Property Address: 7 ilding Applicant: S_"E _ I, L d anning &Zoning ree Ministrator Project: - Poc L g- J 1RtrbfrC_W_0_rFS_) ries Pu is a efy 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: WfApproved. ❑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 Sr1JfJ� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) j •� 800 Seminole Road (� I —7 Atlantic Beach, Florida 32233-5445 DEC 2 g 2017 1 O(' 1. l ! —00 Z Phone(904)247-5826 • Fax(904) 247-5845 7 E-mail: building-dept@coab.us Date routed: C. City web-site: http://www.coab.us - APPLICATION REVIEW AND TRACKING FORM Property Address: 174-7 Department review required Yes No ilding Applicant: Ecko 40 re--, t anning &Zoning Sl ree is A ministrator Project: � Poo or s ries Pu is a ety Fire Services Review fee $ Dept Signature ?�r� 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 applica le 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 BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904)247-5845 PC--)OL 7 — (�(� Job Address: �-}'� ln.tr �t rn E Cctl< hy- , yc- Per 't Number: Legal Description t ar 1# 0-5 Floor Area o t. q. t Valuation of Work $ 3` 11 - Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Moveemolition pool/spa \window/door Use of existing/proosed structure(s)(circle one):, Commercial ,kesidentia If an existing structure,is a fire sprinkler system installed? (Circle one) des No Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: YYl(Y1 V1 mac' h C.e �i Property Owner Information: Nam : C F - Y I Ctf E f Sk Address:Q� G-t� -c��+ City StateP�Zip 1�t�Phone qOL+- E-Mail or Fax#(Optional) Contractor Information: Pa vv\ ® (3 Q c k Ya rd es;Sn. co yv, Company Qualifying Age S S Address: .-� City Vk t: State r�--Zip; 7 Office Phone c?D W1 Job Site/Contact Number 3- - Fax# gtJ State Certification/Registration# 0_i),- /AL q-Q C,2 V Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a per and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. /understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, Furnaces,Boilers, Heaters, Tanks and Air Conditioners,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 YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and exam' d thisplication and know the same to be true and correct. All provisions of laws and ordinances governing this type o1 work will be complied with wh er specs ted herein or not. The granting of a permit does not presume to give authori violate or cancel the provisions of any other federal,state, o law regulating construction or the performance of construction. Signature of Owner Signature of Contractor p//Y1.--_ PrintName .� 2,UP..........e1.'�9A.....................................................I......................... Print Name lmrj<...TC/ I.. .................................................................. Swo to and subscr b�gc&�U�0ore me Sworn nd sub ribed be f re me this 1111 Da f ��'I�A- 2017 this/ ay of 20 it Notary P 1' L Notary Public State orFlorida Melissa Sue Lieberman vt-, MARILYN WESTMORELAND ' = MY COMMISSION#FF 150195 My Commission GG 128o68 ems. .c`' Expires 09118/2021 y. EXPIRES:August 12,201812 ised 01.26.10 SondW TMu Nobry Public lhderwilerf MAP SHOWING P1,07' PLAN OF LOT 100 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUD UNIT 2 AS RFCORnFn 1N PUT BOOK 67 I'A(,ES 132-137 OF FHE CUM?CW PUDW RICORDS Or WIAL COUNTY, 12A CERMFEI THY TOI1 MOTHERS, MMC. MEASUREMENTS FROM MEASUREMENTS FROM MEASUREMENTS FROM EQUIPMENT PAD TO PROPERTY DECK TO PROPERTY LINE WATER'S EDGE TO LINE PROPERTY LINE 27 5' r 231811-1 .. POOL EQUIPMENT WITH 3 6 "xr,` ` 6' OPAQUE BARRIER TO MATCH SIDING OF HOUSE T r � yy� gJ / 1 9 IMPERVIOUS CALCULATION SQ. FT. - LOT...........................................7,200 - RESIDENCE ................................3,691 - POOL ...........................................240 - DECK ......... ................................277 ��b \ -TOTAL IMPERVIOUS .................4,208 - PERCENTAGE ...........................58.4% -r DENOTES DIRECTI(IN DI FLOW TYPE'A' DRAINAGE NOT All UTILITIES `3FOWN FtFVATKINS SHOWN 111U',a (11-40) HEREON WERE FRCIII MERE TAKEN FROM ENGINEERING PLANS AS-BUEI DRAWINGS B7 TAYLOR &MINITF. INC.. DATFn 04-15-14 PROVIDED BY CODYS SLAV ELEVATIONS SH)MN HEREON AND PIW,ONAL SuavFrlNc REFER TO NAW OF 7pl� AND MAPPIN('., W. 12 IA 14, JOB /70114 BUIIDFRS FNDORSEMENT TNLE SQ,EDIM.E SIGNED DIMENSIONS S170MN IIEItLON AIR PER FOUNDATION PLAN OI W. t 1. MINUS FA.4EIE4TS/WCILANDS 6,737 NAME: I nT inn MODEL'ANNA MARIA' GREs-6.737/43,Mn 0.15 DATE:_ LOT SIZE --- 7,200* SO. FT. ACRESx4P=RE04ED TREE INCHES 6.0 WFWAY TO R/W 731t 90. FT. THE REQUIRED NUMBER OF TREE INQIES M61 IF YET ALL PAVERS - flRi USING 2' DIAMETER TREE& ALL MLKiUREMENTS ESTIMATED RIGHT-OF-MAY IFW-TH 6000 FT, 7Ox OF REJOURED PLANTED TRMS SHALL BE CANOPY TYPE. FRONT 66+1 S(1 HI. TOTAL IMPERVIOUS COVERAGE 3,661t S0. FT. 51% NTH NO MORE THAN SWC OF THE SAME SPFCIFS. BACK 179*-SQ. FT. TOTAL EASEMENT MCA _—463t SO. I'T. NOTE NLAIaN655 sam o"TIE CEYTFRLNE CIF INAIM &(URS DRIVE AS PFM4 1458-L I NlN TK LOT 5-0101 NEAH(A n IN Ill tFECL&FLOW KQARD ZONE X-AS SIOIIN DN r•,ODD*M*VNCE MTE MNP O4o9 11 I1u INE a7Y OF.rrMWAUF.RDtM04 f FM ob 03 IS ALL AMERICAN SURVEYORS OF FLORIDA, INC- "w sUNNvo14s-am sw.ATNF rt m sTwr u- rArJaanA'e�rH,ILOISIt .=57- ta#A2*-0066- ti[a'a[a F.Vw euswgss W. mw r _ rFafa www py=.ppm MSIR WT0 FOR PLOT PIAN ONLY -DOES WT REPRE104 00 PLPDO f M 910W cru_Iq�lpR pppQ "okup'LINES NON IS R N3tD MI A nE.L i4m U. �V.�P�Rrl®a 1�T J =jAmSRL.wqM�R Qwx 'w ►ee-�a gr s'e.w .W— LU-em 4w Y&M UNLESS D16055M C'SEAL ')'c�wa �"�• .w45 0.HWNWK JR,No.2647 wj-Y7ral MrIMEL A OAW6:TT,Na.ow A:. mu wav-rpm grown'W" � w nr7r�w vnrr fGUE 1'-2D' ran rr— T M r'v am tUdLWYO _a116I --S' B ca X ... ... BRE rvo P,\2017\9 1792--151906 o1wwo rr wyw Nn 734900 FLF ulmz MAP SHOWING PLOT PLAN OF LOT 100 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RFCQRnFn M PIAT BOOK 67 PAGES 137-137 OF rHC CURRENT PT. UC MVPDS Or DUVAL COUNTY, rL4 CEWI F]£D TO. 7&1 HRIOTFAMS, MIC. FENCE: COLONIAL PLUS ALSUMINUM 2 RAIL 48"HIGH X 8' SECTION PER ATTACHED FENCE EQUIPMENT ENCLOSURE: 48"HIGH OPAQUE BARRIER TO MATCH g SIDING OF HOUSE GATE �i/ ^\ (• � � O \ 1r y N.n! �'- �eGATE 'T'-`,�. p= Sl. 4• --" DENOTES DIRECIUIN OF FLAW TYPE'A• DRAINAGE NOTF All 11TILITICS %wwm ELFVATIONS SHOWN TIIUS (11.40) HEVON WERE FROM MERE TAKEN FROM ENGINEERING NLANS AS-BUIL! DRAWINGS 87 TAYLOR &MIME. INC., DATFD 04-15-14 PROVIDED BY COOYSPRL) ELEVATIONS SFT0INN HEACQ4 AND -SPP14C. SL1RVt11Nf, RU TO NAVD OF 1988 AND MAPPING, M9f.: 12 IR.14- JOO /t O11A _7RLE SCIKEDULE BUII I RS FNDORSEMENT DIMEN90NS SHOWN IILRLIJN ARL PER FOUNDATION PLAN SIGNED: Vl w. t I. WUS FA4ELpiTS/W'EnANDS 6.737 NAME: I OT If10 MODEL-ANNA MARIA" ORES-6,737/43,560 0.15 DATE:_. --- _ LOT SIZE 7.200t 9Q. FT. ACRESXIO-HLQwED TREE INCHES 6.0 ORHVFWAY TO R/W 731* 90. FT. THE REWREO NUMBER OF TREE INCHES W91 RF NET ALL PAVERS USING 2-DIAMETER TREE$, ALL MLASLREME74T5 ESTIMATED RIGHT-OF-MAY 1 F1Nt:TN —60 Go FT. RX OF REMERED PLANTED 7RCLS 31A11 BE CANOPY TYPE. FRONT 8641 5% F I. TOTAL IMPERVIOUS COVERAGE 3.691* SO. FT. Sit WITH NO MORE THAN bm OF THE SAME SPFCJFS, HACK 179+ 9Q. FT. TOTAL EASEMENT ARCA 463+ SO. FT. NOTE 1AAIaNS BASEL ON THE CE47MNE OF MAWIML UNLS DRIVE AS RF,10 N3[C13•W'W TW TOT SLUM H9*0N n N HHA SPLO-E FLOW KAM ZINE X AS&CM ON rXW NSL4VXCE Am THP 0404 it tau tttL QTY OF.YLowAUL F,. wNEy 06 W td ALL AMERICAN SURVEYORS OF FLORIDA, INC- I"MA WVDRS-J751 9LN JDOE MALL ST/fE JJ- 4wmsOM{IF,kt-uwN J1TY57- 906/27!-MW-fX0M!AM ammws5 w. mw r{t-rfet n•e•wrcrr ra*o 1 Mep a� SITTCF FOR PLOT PLAN ONLT - DOES NOT r"A M- OR PURPpRT TD SHOW t1d•APPY uses N111 tS rt ann olos _,q..,,a,tt000s .oi .r.. te�aE.B a4 n FfEL THIN atrevr 1 u; :�' wttw:n�pato rva O •xa/Its[ '.c -ap{tuw Qnc FR4•r3Xr n wIz QNR a ''I.yM 0-1c.ac sttmtry NOT VUO UNLESS EM805SED Cr SEAL ••aA K�-toaaac wsnttclat 1_r� nam MCS 0.IIAY1i>G01E JR.,Ila 1147 IIO�FILI -�s �'.1-tWtdL TATE. •01{-now owntERiou IiCINa A. DYtltTT,No. @W. rI IM[ �Y EGYE 1�2Dr 1 j� � -L'llln•IM 1Nq -M�atM••IIGY Ylt� ran or Ctttrr•ar•m. -9 M -•!•ESG .a -ne or My Dn L S7�L-'� Fl cr TL!3D "vwty02 me _=B ca X ... ... BRE n� P:\2017TOt782-154M as — r•wsw Art 134900 rbr B17QL r � Colonial Plus Panels & Gates Y E .. Y■ •die s. a,c:3J M.:r' i1.� ..._.!: i3 colcll"kgl Plus 01u,1)inurn fercit;g provides Panels Gates Arch Gates durnbility,strer7gy, ■■■■■■■■■■■■■■■■■■ lommonnoms 0,9d lnsti;tg beauty i1I C irS ■■■■■■■■■■■■■■■■■■G ■■t ■■■■■■■■wom■■Now � man on 1 moms eor,;p;irne,�t yatrr l rr usc�p pickets ode cl th ?t sp�crt;l EMERSON an , tctrc(,afsecz;ri �. ■■■■■■■■n �/■■■��1 OLDE TOWNE PRODUCT CODE: PV21340 THICKNESS: 2-%" (60MM) DIMENSIONS: 6"X4°, 6"X6°, 6"X9" lip SF PER CUBE: 124 CUBE WEIGHT: 3225 LBS FINISH: STANDARD SURFACE TEXTURE: PILLOW TOP p chamfer empossed o 25 158 A_A1 M0. 101.076 80 0 0 .— L Ql N L ai 0 o 3p _.. .... } c c T-- T co Ln A A 0 00 B _ B t LnN Modellnummer 101.076 S WZ-Nr. 101.076 DP-Nr. 8111040046/18.1110490.00002 Kt.nde Maschine ENP kft Po5i0'on- Merge - Werk Bred Zuschnitt Norm: Verfahren Aunraphmme, DeGn Nero BeA. �,.aQos �,� Old Town 158x158x60 .G° Fase bossied Nocken 1,5mm n.d. A e 10.1110492.00004.IDW2 2 Mvolume: 0,052 ft3 me EDvm.10 1110492 00004_IPT1.0t I AMdamenl:111104sY006 3 base mix D D O M o O C r a }, C 01U ro N Lj O C ro o Ln � a : CD0 o M B B 238 158 13 stonepackage 1264 Steinsystem Kunde MascNne ERP-ArikA PWW— Wrq - Werk Bretl Zuschnitt Norm: Verfahren Auftragseummer Dean Name Beam 21.MD5 42 Appian Stones cew.co 10.1210492.0000518 '°k c��n 10.1110492.00004 Ver 30.1210414.00009.IDW1 1 EDVNr.30 1210414 00009 IA41ick;re^I-21219414018 I chamfer empossed p 238A—Al M0. 101.077 25 80 80 Al OR"o ai - L o C 30 O N 1,5 LnLn T— T o A A 00 s Ln B (V Modellnummer WZ-Nr. 101.077 DP-Nr. 18.1210490.00001WZ 18.12104 .000( Kunde Maschine EAP*U Pot& Marge - Werk Bret/ Zuschnitt Norm: Verfahren Auflragsnummer Dmun Name Bur,. 11.D&05 FSM Old Town 238xl58x60 Fase bossierl Nocken 1,5mm n.d. A M ad trag AunMq Wen K uchs MA 10.1210492.00005.IDW2 eG volume: 0,0 7 9 f t 3 nnc Name I EDv w.10_1210192_DOWS_ Z Ntdokumenr 1121049416 chamfer empossed 1 Mo. 101.092 D 158 A-A 25 80 0 0 L Q1 N o 0 30 0 1,5 40 °O A A B Ln cv B Modellnummer 101.092 158018 WZ—Nr. 101.092— DP—Nr. 8121040096/18.1210490.00002 Kff* Masol" EFFAr" Po.W- Mugs - Werk BrBG Zuschnitt Norm: Verfahren Au*Wummer own Nm ere. z.oPn Furls Old Town 158x118x60 QW,Go Fase bossier) Nocken 1,5mm n.d. A er M a<niasF a�alloae zeds insEMMA 10.1210492.00008.IDW2 3 d,i020uE Ir?tk volume: 0,039 ft' zun damg -DZ;—N. EDVM.10_12104S2 OW IPT1.V, Andakumem:11210492on Colonial Plus Panels & Ga ' tes .,l {1 Colonial Plus Olur77in1117 fencing provides Panels Gates_ _ _ Arch Gates durOt�iiity,strength ■��fa�fa�ra��fa�■ ��fa■\faMfa■i �/■fs■/��, 1 00d is?Si117g(}�CU j`?r) IN C7 !;cti;resummummummum 11 ISIMERRUN: rOUROXIMMO a and styles t'7Ia tvitt mmummumm��ENRON eon)plirnent your IOndscope. t`i'e 314, . Pic"Nets Odd sp tho" eciO! ■ta��fa�� , touchofra�■security. �� fs��i 'M�■■�'� NOTICE OF COMMENCEMENT State of FA o y^t I��, Tax Folio No. _ l� r�S�fJ -7 q County of � , vc..l 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 COMM EN ENT. Legal Description of property being improved: L� 1 (.o Address of property being improved: 1 ALL 3 General description of improvements: r I VYl l'2'1 i irlG Q(';D Q>n t_Q ��-1 /1Mn yd-j Owner:TL[ —iv! L-t(A . - d'A A E i' Address: 960 �� 0��`�r � �o DPA 1900 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: c—k r Address:_q „�% Telephone No.: 7 -9, U-1 Fax No: Surety(if any) Address: Amount of Bond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: 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) ar om the date of recording unless a different date is specified): SPACE FOR RECORDER'S USE ONLY OWNER �i Signed: Date: *(-7-- THIS Doc#2017294190,OR SK 18231 Pane328, efore me th' day of in the County of Baval.State �f Florida as ersonall a eared Stlue lYlct�ta,+� Johr`S Number Pages:1 P Y PP Recorded 12/22/2017 11:21 AM, fotary Pub at Large,State of Florida,County of Duval. RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL ty commission expire COUNTY ersonally Known: ✓ or RECORDING $10.00 induced Identification: 4 Melissa Sue Lieberman My Commission GG 128088 aa� Expires 09/18/2021 TREE & VEGETATION AFFIDAVIT s , City of Atlantic Beach r y Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 C.1,31 (P)904 247-5800 (F) 904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION F_ Owner(s) FX 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 II -SITE INFORMATION STREET ADDRESS OF PROPERTY 1747 Maritime Oak 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 100,Atlantic Beach Country Club,Unit 2,Book 67,Pages 132-137 LOT 47 BLOCK SUBDIVISION Atlantic Beach Country Club REAL ESTATE NUMBER 169505-1795 LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL X COMMERCIAL OTHER(SPECIFY) I affirm that 1 have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation" of the Municipal Code of Ordinances for the ity of Atlantic Beach, FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. tEOFUOW' NER tly, 1 affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the obed or adjacent properties in conjunction with this project. (Steve Merten) SI AT SIGNATURE OF OWNER Signed and sworn before me on this 90day of 'by State of County of CQC�y Identification verified: Oath sworn: Yes No l r �"MLO Notary Signature El PAMELAO.TURNER REV-TVA-v 70.12EXPIRES;Se to 11be. 1, My Commission expires: OMMISSION#GG 10Thru Notary Public UnCerwritare MAP SHOWING PLOT PLAN OF LOT 100 AS SHOWN ON M.AP OF ATLANTIC BEACII COUNTRY CLUB UNIT 2 AS R£CWnFA FN PUT BOOK 67 f%CES 1.22-137 OF rHE CURRENT PI tT LAC MVpDS Or OfAL1L COUNTY. !L4. CDMF7FD TO. 7tW i HROTMERS, &C. LEGEND IMPERVIOUS CALCULATION MEASUREMENTS FROM SQ. FT. WATER'S EDGE TO - LOT...........................................7,200 PROPERTY LINE - RESIDENCE ................................3,691 - POOL...........................................240 ------ MEASUREMENTS FROM - DECKDECK TO PROPERTY LINE ...........................................277 -TOTAL IMPERVIOUS .................4,208 - PERCENTAGE ...........................58.4% �- \ 1^ _Q.Y a,��.Q►�y��' / cue WJ` l raj / p�Tf•o •a`Jig.' �p��ti,r,. ,� // �- •�y d+�$' ''• h ems`- COMMUNITY DEVELOP " MEN O DENIED --� DOgTE4 OIRECTm OF FLOW NOTE All 17TILITICS SHOWN TYPE A'01"AGE HEwON vUtE FROM EIEVATIONS SF1011M 1111>r> 11.40) AS-%XF DRAVANCS WW TAKEN TROY ENMGNEERNG WARS MMOIEDITY CODYS BY TAYLOR t TMITE. INC., DATFD 04-15-14 PR WLWONAL SURVTYING ELEVATIONS 91OV1M FIEREON AND MAPPING. W. REFER TO NAVO OF lea i:'- 111-/4; JDO /10114 TRkE SCIKEDULE BU11 DFRS ENDORSEMENT Sry�: DMENST"S SHOWN IKREM ARL PER FOUNDA71ON PIAN 1 !A&t T.YNUS EA•S�ITS/11E7CAtDs- 6,737 NAME: I DT 1/1D -6,7J7/43,460 015 DATE:__ YODEL ANNA YAWA' CFMr-40-NEWRID TREE INCHES6 LOT SIZE _ T.200t 9Q. FT. O DRISFWAY TO R/W THE REa11REJ NUMBER OF 1REE NC11E5 1ttl_I RE YET ALL PAVERS 7311 Sb. FT. 11STNG Y DIAMETER TREES, ALL MEASUREMENTS ESTIMATED RKW-0F-MAY IF"mH 60.00 FT. /OR OF FMZX tED PLAK D TRECS SSIIAIL BE CANOPY TYPE. MONT 6".L StL t t. TOTAL IMPERVIOUS COVERAGE 3.0911t S4 FT. 51% 1M711 NO MORE MAN SOOT OF THE SAME SPECIES BACK 17af 9Q. FT. TOTAL EASE4EJIT AREA 4671 S0. FT. MORE: ULAMMS SISM ON riE CEMIEMW(w WWII&LVAM nR tAf sMORN FEAEOw n N4 1"L DRNE AS moa N3tM38-"04'WM38-"04'W1SFLTUL F1.QOD 11QM ZQ(E M 9CRM ON iTpOp NSl1RNCE WE owoM9(((W 'ME c"of AwlsopAuz RORICYt mum(w 03 13 ALL AMERICAN SURVEYORS OF FLORIDA, INC_ two s:Al►ftclas-.775, SW JW RAM MW 73 =7_ �7s Does_rA�olsEn IAnIo B16ME55 Ma dtaJ 3KEn:Td FOR FIAR I'UN O -0064 MST 1 OR MIRPORT 70 sww =� raa OdJMo4N lJNE1 MOR b R soon CM A nmD RUN UL p ii✓.=('b ism as(v�T -�-^1 J AUV -iw wort ►�-_ AYpgt,T, R .man YL fl{Ri 1 (C.wC 71�L_wires.ro.st.u�w� sURJCT NOT&K 11113M f7eo93[0 I7(SEAL �a J-M s a0as noacK W n, Jas a R�1 JR.10 Zs4T YICIMp,A 011stiT -Cam tN WN wnrwi vmrr EQVS 1*-20'_ llr.NIN ' !i R/W -P�a�n-ter Pl _PWf K M1R�flti /� iPR M 'aRc>dof s w VA L w z7-,7 _ C iD3D uRY r0!t Mq -9 =B cw % iv .,. 9Rs nra P,\201 TOt7>n-t5�80f elolelvn - -.v.w An i}7f00 qF in M2 MAP SHOWING P1.07' PLAN OF LOT 100 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RFCORDFn W PIAT BOOK 67 PAGES 152-157 OF INE CL1,'UYNT PUDUC RCCOI:DS Or OWAL COUNTY, nA CER71F7FD TO_ TM I AR()7WR.S, INC. Pool Equipment with opaque barrier to match house (Nardi Siding Mega Greige-SW 7031 i fG YY O COMMON o ITY DEVELOPME NT ` DENIED - -DC NOTES DIREC IIUN OF ±LOM' TYPE'A- DRAINAGE NOTE All 11TILITES SHUWN FLFVAII(1NS SHOWN THUS (11.40) HE WON MCRE FRGM MERE TAKEN rROM ENONEERNG NLANS AS-BOLT DRAWINGS BY TAYL04 h WHITE. INC., DATFn 04-15-14 PROVIDED BY CODYS ELEVATIONS SHOW HEREON PNOFLSSIONAL SURV'71HC AND MAPPINE:, 1M(: REFER TD NAVD OF 1968 17 IR-14, JOB fU114 _TREE SC?,EDULE 13UII DFRS FHDORSEMENT DIMENSIONS SHOWN 11CREUN A.'it PER FOUNDATON PLAN SIGNED: _ Lot W. t1. UNUS FA_.%-VDM/WETLANDS 6,737 NAME: I nT 1nn MODEL"ANNA MARIA" ACRES-6.737/43,560 0.15 DATE:, . LOT SIZE 7,200.± SO. FT. ACRESx41J=HLL:4JIRE[) TRFE INCHES 4.0 ----_ALL PANVIS WWWAY TO R/W 731t SO. FT. THE REWRD NUMEER OF TREE INCHES Mlll RF W-7 ALL MLAWREMENTS ESTIMATED RIGHT-OF-MAY IFM(:TH 60.00 FT. C.AYG Y DIAMETER TREE& /US OF REQUIRED PLANTED TREES STALL aE CANOPY TYPE. rRONT 6641 S(1 FI. TVIAL IMPERVIOUS COVERAGE 3,691t SO. FT. SIX N11H NO MORE THAN SWC of THE SAME SPF('m L3AIX 1791 SQ. FT. TOTAL EASEMENT ARCA 463± SO. FT. N3TE L*MNS BASED ON THE C_MFRLME OF MMfIIYL Uo K DR-VF AS LICM.N3(W'G4*1A THE LOT SgMf HOW04 C.M TIL SPECIAL FLOOD HAZAFO ZONE X AS SHIM ON FL000 RISUFUNCE RATE W 04M 11 1 rat ML CITY OF ACi=WLLE.FLORIDA,DATED 06 03 13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. L4W SYMS VORS-J751 -%V Jo.SE PL4= STAT£IJ-.1rJ60F1Mfl, FLLMd�=57-KO4/S7!-O'.�- Mame bVe abJNm W. &",. � � �.c C rynl rlaoll AMwI =3 cAn.o�onit vUn..-RpllRjay SINCE.'FUR PUTT PTAH ONLY -COO NOT Wfd )n f OR PORPORT TO SHOW --4 Op AO Y UFES MOR IS R SASM OM A FIELD RIR1 9t1M Y PSIMM,I anva MT !1 T4W fr•CLL ra -�QMI Q QM[ � ►PC.-PW O RLalff CLOW . 'P -—n re.wn.o a.w.a hlUm 4Cfr MD U.WLESS EMBOSSF C:'SEAL �. r>•� M,aawc I c`w.) . EK r(Rr-1-WPOL x✓�a Mal .W(5 0.WWId901� R.Mo.2647 n.vLL" naw-Munn MvIr a lona, MIN"M A(:A OWIT.No. ow / A -n m ww NCAM srvnu DAP N £DILE 1'-:D� 40M AW ,f _ran Dr nnalrcrn. L7 T —o (�) — -Tau v wa[t L'A L 3 -'�/ - iw -»X 7 pyx Fl (-e;T061) -,uWzYO-: MS. _-a ca X r... ... EREna \.201T6T71!'.-:54906 Www— w? 154900 FiF BIM2 MAP SHOWING PLOT' PLAN 01' LOT 100 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RFCOROFl) 1N PUT BOOK 67/'AGES 732-137 OF TN£ CU%2£NT PUOUC PCCORDS Or DWAL COUNTY, rL 4 CSU*-AFD TO: 7T)C7 MOT►FER.S, MCG 1 r � ' FENCE n=;V A GATE / \ �0 . rp 03 42 \ o. rip- c O err / l� / GATE COMMUNITY DEVELOPMENT DENIED �r\ —� DENOTES DIRECIION OI FLOW TYPE'A' DRAINAGE NOTE All IITIUT,CS SHOWN ELEVATIONS SHOWN TILIS (11.40) HEREON MCRE FROM WERE TAKEN FROM ENGINEERING MANS AS-BIALT DRAWINCS BY TAYLOR &AHITE. INC.. DATFn 04-15-14 PROVIDED BY CODYS ELEVATIONS SHOWN HEREON AND MAPPING, I PNC LSSIOFIAL SURVEYING RIFER TO NAVA OF iERE NC 12 In-14•, .IOD /IU114 QUIIDFRS FNDORSEMENT TREE �� SIGNED: _ OMENSONS SHOWN IIERLON AHL PER FOUNDATION PUN LOl SQ. FI.YNUS FASEIENTS_jiEIU 6.737 NAME: I nT Ina MODEL*ANNA MARIA' ACRES-8,737/43,56n O.Ii DATE:_ LOT SIZE 7,200t SO. FT. ACRESx4O=NEQ=ED TREE INCHES 6.0 nWrF1YAY TO RIW 731t 90. FT. THE REOUIRE3 NUMEER OF TREE INCHES YAII FF V7T ALL PAYERS - IISNG 27 DIAMETER TREES. ALL MEASUREMENTS ESTIMATED RIGHT—OF—WAY IFNMH 60.00 FT. /OX OF REQUIRED PLANTED TRECS 5I TALL UL CANOPY TYPE. TRONT 6841 54 F I. TOTAL IMPERVIOUS COVERAGE 3.891* SQ. FT. 51Z KITH NO MORE THAN SU71 OF THE SAVE SPFCJFS. BACK 17Bt SG. FT. TOTAL EASEMENT ARCA - 4631 SO. FT. NOTE: LLWNUS BASEL: ON'IK CE47FRLME f1F ILAw ImL UAKS NEVE AS BE!NC N9(T2YtA'* Tm LAT$49NN HEREON t.IN TIL SPECIAL FLOOD HAZARD ZCW X AS SHUM ON FWW WSLM."CE RATE MAP 0409 11 VON INE CTIY OF.IM1Cf[SOI.RIIU.E FWMDA,QVW DB w 13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. f+� "W�A --f-3' SW JLC FtXZ STx7£15--bWfSa"l,FLT"^=57- ".n2*-OM-L�fAW W. W? l►7w rA _ ovi. m1rw� r i�ram eun nww _ .. -emmom SITTCH FDR PLAT PUN ONLY - DOa WT lURESFM OR RPOORT TO SHOW .�. rwr-w.r ve l000a DNDA LWES NM Ls fY HA=Cn A FIE D RUN sUNvrl a OO LA; -m A -'r. �m LuffmD nl%T ALLY.-11/�s A _ , m-r.r e�. .� Al1ERlGIN f dome 4ZL.•�+�+�;NCAI�.IaI sum2Y NDT VALE U4USS EMB05SED If.`SEAL SURVF7'(MS J nar.'o.a wu OACS D.WWRGON,JR.,Na 2647 OF INC.FLORIDA _n® rAqNL -plot-won wvr c w"m 1GCIIAEI.A GARKTT. No. IM INC .INFYL LM[ 4afflim mm £C.Vf 1'•ZD'_ /r�T �(`''1� -enrtn w ww �NR1JN uercr - R,W P1 -POVI re wrraarnrr 9 f•I -►,1 iw .+Er v am I:A L �aZ27 fl Cl5"IUSD -U�.Y_YOi Ul, _=8 BRE rva P,\2017\DiTl2-15490E olow— aNYN Nl IN900 617B2 MAP SHOWING PLOT PLAN OF LOT 100 AS SHOWN ON MAP OI' ATLANTIC BEACII COUNTRY CLUB UNIT e AS RFCOROIrD 1N PIAT BOOK 67 PACES 132-137 OF THC CURpCNT PUG1lJC RCCORDS Of OWAL COUNTY TLA CERIIf7F0 TO: T(NI JWTNER.C, W MEASUREMENTS FROM MEASUREMENTS FROM MEASUREMENTS FROM EQUIPMENT PAD TO PROPERTY DECK TO PROPERTY LINE WATER'S EDGE TO LINE PROPERTY LINE 279" t 5' 231 8r'- POOL EQUIPMENT WITH 6' OPAQUE BARRIER TO MATCH \ SIDING OF HOUSE ° �� NCAA 1 - cP .v 91 111 C MMUNITY DE P `�,,•J' $'7 IMPERVIOUS CALCULATION CD APPR �rr�/ _ LOT........... ..................SR..200 ® „rrs' RESIDENCE ........ 3,691 \ -POOL........................................... 40 - DECK......... ................................277 -TOTAL IMPERVIOUS.................4,208 - PERCENTAGE ................58.4% ^^�DCNOTES DIFtEOI1LMN Dt FLOW Now All UnUT.[S SHowN TYPE'A' DRNNAGE HEWON MEP,E FROM ELEVATIONS SHOWN n1U.rr(11.40) AS-BULI DRAWINfS YfEI'T TAKEN FROM ENOINEERNG P1JWS PROIIDED BY CODYS B TA YLO4 &TNHI E, TNG,DATED D/-t5-1♦ ANOF MAPP1 C. SURJNr. 7NC, ELEVATIONS SHOWN"mrom AND MAPPING, INN(: 7A-14; JOO /t011c REFER TO NAVA OF 19138 17 TkLE SG.EDULE tHUII f)FRS FNDOREMENT LOT W. ti.MNUS FA.�N15 %IGNF�; OIMENVONS$ftOMN IfERLON ARE PER FOUNDATION PLAN fwE1LJ1NDS 6.737 NAME: I OT r1M atxtEs-6,7JT/43,SR0 0.15 DATE;- MODEL'ANNA WaA' ACRV5x40=kLWIRM TREE INCHES 6A LOT SIZE ------- 7.20Df So.FT. THE REOUIREJ NUUBER OF TREE INCHES MEIN FIF YET — ALL PAYERSORWWAY To R/w 7Jr1 SO.FT. "NG Y DIAMEMR TREES, ALL MLKAJREMR4N ESTIMATED -OF-WAY IFN(:TTI /0Z OF REOUEIED PLANTA IRM' ,,SI HALL BE CANOPY TYPE. FRONT 8811 SL1 t H. 60.00 FT KITH NO MORE THAN Sox Of TME SANE SPFaM TOIAL IMPERVIOUS COVERAGE 7,6911 SOL FT. 51Z tlAIX 178t S0. FT. TOTAL EASEMENT AREA NOfL ML"W5 SnED ON THE DE419RL&f fr UNal1yL U.Ay Nr1 THE LOT f10HFMf'4 P,PI TIL!#LCC#&FLOW DRVF AS fV'M7 N3tr2SC116 ON 8000 t+SNtNIf:E PATEWTI 0409 If 11]1 ShVM a1L O-rY OF J144=w-ILLG nDftlwt omm Os 03 u ALL AME RICA%l swr is- RS OF OF FLORIDA, 1NC- -`�� /ns•Dose-u�cfsa n NAnG a esMlns no Resv FOR uRIaR Ftft.E'7 liov- ff S NsOT ASFNOR PQaR" D 310WOpv DO- m - S CH n F&D fat,ester r '_ 1 d .MOKo °J: - O,OAaD Can ra.T V J M .LAGS= ALL ."I rp -ft. RSR�ow K=Vino a s .•-•... mp" r.am,raw..Aw, .1>mtY +N�55 EMT+055tD D'.'SErt wo-LDMrrE oM1r1C.G11r1 JA1[5 0.1WiR75p1A JR,Nr.2847 � l1L/. .croft TR mw LGCJI4EL A 6NfKR,IIT./OIJ INC. 1 -f1,n.1M nA.-=wnrwww., EatE Ir-20' _' ran or r-a _ J r�7 M -rum �+ �Trow CA L 9 tT ca K ♦1 16111St1 'UA':Y01 M, _ ,• ,.. BRE no a,\Fol T,tl 17E. 15490E ej,hA., -B .rnr A Awl 15490E tl171l2 MAP SHOWING PLOT PLAN OF LOT 100 AS SHOWN ON mAP op- ATLANTIC FATLANTIC BLrAC11 COUNTRY CLUB UNIT 2 AS RFCOR7nFn MI PIAT BOOK 67!'ACEI 132-137 - F7i£ CIJRRCIL7 PUVUC /:CCIOIPDS Or aWL CGiNTr (IA CFR7W7FO To. TON i RRY)THFRS" PM,. FENCE: COLONIAL PLUS ALSUMINUM 2 RAIL 48'HIGH X 8' SECTION PER ATTACHED f ENCE EQUIPMENT ENCLOSURE: 48"HIGH OPAQUE BARRIER TO MATCH SIDING OF HOUSE GATF o \ 0 .,cam tai; ,/ 7+ 'F;�7 t. /�• r �A ll �o Eloy - '`O +b'• tI' ;oa GAIL �¢yy r� � S `N�^ly i `T •l 7yti ,`,,.'J' "COMMUNITY DEVELOPMENT � �° NArw APPROVED J'J�L dP (P t --�`-DCNOTCS 04REOIKIN 0+ FLOW NOT[ All UTILITIES WuwN TYPE'A'DRAINAGE HE-EON WCRE FRCM ELEVATIONS SHOWN 711US(11.40) AS-BtAL1 DRAWNCS MERE TAX04 FROM ENGINEERING PLANS PROMIED BY CODYS BY TAYLOtt &MHITE, NG. OATFO 04-15-It ANDFMAPP1 AL'SuRINr. Y7HG ELEVATIONS SHOWN HEREON AND 14-. Xio fI REFER TO NAVD OF Joao 17 Iq.14, J0D dlOilc _7KtE SC1:EI7ULE - HUII DFRS FNDORcEMENT Ol yU,t I. YNUS FASF1E►4T5 "IGNED- DLVET�SJON6 SI lOVIJ IIGtEUN ANE FER FOUHDATION PLAN /wcn�LNoS s,737 NAME: I nT 100 ACRES-6.7J7/4J.sRn 0.15 DATE:_ __ MODEL'ANNA YNBA' ACRESTs4U-NLOUIRED TRFE INCHES 6.0 LOT SIZE - 7,20Dt $(}. FT THE RFOUIRF3 NUMBER OF ^ALL PA•.c'AS ORiVFWAY To R/w TFU INCHES MITI RF uET 731t SO.FT. liSiJG 2'DIAMETER TREES. ALL MLASLREMOHTS ESTIMATED RIGHT-CF-MAY tFNf.TFi 6000 FT TUR OF REOUM PLANTED TRCES SI ALL BE CANOPY TYPE, nZONT 854.L S(L F I. WITH NO MORE THAN MA,IV THE SAME SPFOM TOTAL lMPERNIOUS COVERAGE 3,6911 SQ FT. SJ% HACK 1791 SO. FT. TOTAL EASEMENT ARCA --4631 SO. FT. NOtE:WA::JNOS SISEL ON M G-"VYFFtwE OF 4AM'fn-IUnS THE LOT SiQWN NFFFtrN n w 11L SKCIAL FL000 mw AS Rr:M't NSt 2X(A i ON P.A00 16L%'J/CE RAYE Wf•6403 11 1Ill rIN.CITY OF JtL`K90httU.G RDIDO',WJWSHM 0606 O] 1.5 ALL AMERICAN SURVEYORS OF FLORIDA, 1NC- tAl�svRNIC1l.`;-snr SYH.Rue FYACL sura'Id-.anan.Arn,�rwlaL .mss,- r•�r� _ "#1279-0"-LCE?=r eAV a sL Ess A0.JM, s rarD ,fit_�iwiwun na-.r _5 n+..-POSnn "`Iji' lM�twil S? TCFFOR FLAT FLAN ONLY wEsw�rrrr�c .vr,o.t rooc,a GOES fjCTA FlFtIII OR IA .Fp lJl�a iG.•"�~" r FY Ln, 6 R ES NON 6Vm�C"M A .D k�� 7dN.NTO SNOYf Oi1R]MT I A .DiJ>,Arq!( 'a -sora w Daac ALL M .[+CIiG �rLt.-rlTt P LLtlS[QihT ' -NIC{LNb ►LC.�Iyff Dr rsneuD t.W !Al%" NOT vain UNLESS EWSSCO Cr SEAL 'ODD O v-wz. 0.K'ARMK "Dv-Mom .Dose.vna X.s 2847 or .tlMq Ut DDI 1OCHAa A.01RRETI,ND.OMJ U/C •-2D' j. -ran er....,.. 3 r7 .g CU1U411 U.�'eYOH MAS T8 eREv;1 2Dltln 1Te2.154V" el,f — - nv r—u 4-.,rr tS49C0 FvF tlT Itl2 Backyard Designs, Inc. Elevation and Drainage CLIENT NAME: TBI Lot 100 ABCC Option 2 SLOPE OF DECK 1/8"PER FOOT ADDRESS: 1747 Maritime Oak Drive Atlaantic Beach,FL 32233 S Spot Elevation Spot Elevation nProperly Line NE Property Line POOL SPECS Spot Elevation SIZE:10x23 SQFT•240 Drainage DEPTH:3-5.5 PERIMETER:70 ------------- .................... 12.5 Drainage .................................._7 RETURNS:3 SKIMMERS:1 SPECIAL:Umbrella Holder and 2 bubblers on tanning shelf Drainage Drainage D —- - - D DECK DECK TYPE:2 3/8"Brick Pavers TOTAL DECK SQFT:277 Drainage Drainage _.._........... SPECIAL: i D LANAI LANAI POOL DECK Drainage Spot Elevation Spot Elevation - -" D DECK TYPE:2 3/8"Brick Pavers 12.5 12.5 TOTAL DECK SQFT:180 Drainage RESIDENCE Drainage Spot Elevation D 13.0 D F.F.E Backyard Company: Backyard Designs,Inc. Address: 4265-A Eldridge Loop Orange Park,FL 32073 Phone: (904)272-9473 License: CPC 1457269 SCC 131149942 Backyard Designs, Inc. Construction Drawing Safety Features Equipotential Bonding Grid 4"-6" Orange Barrier Fence to be CLIENT deep and 18"-24"from water'sNAME: TBI Lot 100 ABCC Screen Enclosure: {p�ISNtklaq��replaced after edge connected at 4 bonding points ,` ADDRESS: 1747 Maritime Oak Drive Fence: x ` ••• Atlantic Beach,FL 32233 Baby Barrier: ., �\CEIV, 's Alarms on all x No 1 15 windows and doors = POOL SPECS opening to pool •' SIZE:10x23 SQFT:240 G Q 'C DEPTH:3-5.5 PERIMETER:70 area RETURNS:3 SKIMMERS:I <<" GALLONS: 7,742 28'5" .. � ��. SPECIAL:Umbrella Holder and 2 bubblers on tanning shelf DECK DECK TYPE:2 3/8"Brick Pavers Bubbler TOTAL DECK SQFT:277 OSPECIAL:Stub for Future Fire Pit Umbrella Holder LANAI ODECK TYPE:2 3/8"Brick Pavers () Bubbler TOTAL DECK SQFT:180 EQUIPMENT POOL PUMP:PENTAIR VS 3050 FILTRATION:CLEAN&CLEAR FILTER SIZE:150 DECK CHLORINATOR: INTELLICHLOR SALT SYSTEM Chase for future fire pit COVERED LANAI 5' 2" 5' 2„ r'4Back in � .....-... INC Company: Backyard Designs,Inc. Address: 4265-A Eldridge Loop Orange Park, FL 32073 RESIDENCE Phone: (904)272-9473 License: CPC 1457269 SCC 131149942 Backyard Designs, Inc. Plumbing Drawing . GLYIVIV L,�� CLIENT NAME: TBI Lot 100 ABCC • �•' ADDRESS: 1747 Maritime Oak Drive 1 Atlantic Beach,FL 32233 ,o '• STATE OF i h Piping 3.0 SCH 40 PVC POOL SPECS ORIQP•r' . `��`between main drainsSIZE 10x23 SQFT:240 S �7 DEPTH:3-5.5 PERIMETER.70 i SI ECJ �`` i-------------------- -----�� - �1i+n�y1111W�L1�1A��`---__; RETURNS:3 SKIMMERS:1 1 1 1 SPECIAL:Umbrella Holder and 2 bubblers on tanning shelf 1 ; 1 1 1 1 O O DECK 1 1 DECK TYPE:2 3/8"Brick Pavers 1 I I TOTAL DECK SQFT:277 f---- ---- - Bubbler I SPECIAL:Stub for Future Fire Pit 1 -- 1 1 1 --————————-- LANAI I 1 1 1 1 DECK TYPE:2 3/8"Brick Pavers 1 TOTAL DECK SQFT:180 1 • --— ———— I 11 1 I 1 O � EQUIPMENT i I POOL PUMP:PENTAIR VS 3050 I 1 a4 1 FILTRATION:CLEAN&CLEAR FILTER SIZE:150 1 1 I I 1 CHLORINATOR: INTELLICHLOR SALT SYSTEM 1 a„mo I 1 1 1 WVa I 1 I I 1 1 1 1 I 1 1 1 Return Piping 2.0 SCH 40 PVC 1 1 I 1 from the fllter II -----———— ———————'——— -------- ` 1 1 -------------------- ---------1----. --------J 0 Backyard 77 urnk Piping 2.5 SCH to the pump INC Company: Backyard Designs,Inc. Address: 4265-A Eldridge Loop Orange Park, FL 32073 Phone: (904)272-9473 License: CPC 1457269 SCC 131149942 INTELLIELO° VS+SVRS M HIGH PERFORMANCE PUMPS • 4� PENTAIR A Featured Highlights ,ter- •Ability to program exact pump speeds for specific operations-filtering,heating,cleaning,spa jets,water W x S e 1 e c t features and more-reduces energy costs up to 90% •SVRS complies with Virginia Graeme Baker Safety Act ■ _ .-a _ � PENTAIR z • Built-in diagnostics protect the IntelliFlo pump from the most common causes of premature failure- overheating,freezing,and voltage irregularities. i • Includes priming protection.No SVRS calibrations �;;��►►��yy;��;;�� needed.Built-in SVRS cannot be turned off. `ti1.iW�i1i1 •Safety lockout feature[password protected) prevents pump speed settings from being changed by IntelliFlo VS+SVRS Appliance unauthorized personnel Efficiency o Abilityto set minimum and maximums speeds so um High Performance Pump Database P 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.813,306;6,602,743;8,469,675: •Compatible with InfelliTouch®,EasyTouch®,and 8.573,952;8,602,745 8,043,070;7,686,587;7,815.420;7.857,600;7,854,597;0568.340; 0606,562,D611,430 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 fused in hybrid cars) ASME A112.19.17.2002 Device to reduce pump-related energy costs by up to 90%. The IntelliFlo • Operates seamlessly on 50 hz or 60 hz input power. VS+SVRS pump models are the first swimming pool pumps to feature Flow/speed are constant when operating on 50hz or 60 hz. a built-in Safety Vacuum Release System that detects drain blockage and automatically shuts the pump off. Ordering Information Product Model VoltageFull Load Primary Listings and Port Size Carton Amps kW HP SF SFHP FREQ. Certifications INPTI Wt.(Lbs.) 011017 IntelliFlo VS+SVRS 230 16 3.2 3 1.32 3.95 50hz/60hz UL',NSF',CSA' ASME 4,ETL, 2 in.x 2 in. 47 APSP-- ACCESSORIES 520641 IntelliCom 4-Rated 15-240 VAC 15-100 VDC with 4 inputs 8 521109 IntelliCom 2-Rated 9-30 V DC with 4 inputs 1 350122 Communication Cable-50 ft.-Included with pump 2 350250Z SVRS KIT-Allows use of discharge check valves With SVRS pump 1 11201-0154 2 in.x2 in.Union(2 in.NPT male x 2 in.female NPT quick connect) *Note:two required per pump[sold individuallyl 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 Pumps For Swimming Pools Only[Enclosure 31. Product may have been evaluated to other state and local regulatory standards.Listing status may change.Atways confirm status with 'NSF'indicates that pump bears a NSF mark signifying evaluation to NSF appropriate agency if in doubt. Standard 50 For Self-Priming Centrifugal Pumps For Swimming Pools Only. 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. Refer to catalog page 43 for a selection of 2-Pole GFCI breakers 'ASME'indicates that pump bears a specific mark signifying evaluation to which offer 6 milliamp personnel protection while meeting 2008 ASME/ANSI Standard A.112.19.17.2002 Manufactured Safety Vacuum Relief System ISVRSI. to Current NEC Standards for Pool Pumps. 'APSP'Pump has been evaluated to ANSIIAPSP/ICC-15 and California .1 INTELLIFLO° VS+SVRS HIGH PERFORMANCE PUMPS (CONT'D) ti 6',�N� ';. F,4 rs'q'♦ 4'' "'r. '.f• V'yT t'A IntelliFto VS+SVRS Variable Speed Pump Dimensions and Performance 100 -- - ---- --- -.... MAX SPEED•3450 RPM SO FACTORYPRESET 11 SPEEDS 80 —3110 RPM SPEED 4-3110 PPM i ' ' --2350 RPM 3 70 --—f —1500 RPM �r —1100 RPtz M O 60 2 50 2 40 i G SPEED 3.2350 RPM 1 of30 20 - - - SPFED 2•SSOD RPM 30 _ _ _ f SPEED 1-1100 RPM 0 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; IntelliFto VS+SVRS minimum speed is 1100 RPM 10.78 23.41 12.50 See page 510 for replacement parts. INTELLICHLOV SALT CHORINE GENERATOR A Featured Highlights Full diagnostic capabilities,including cell life tracking that // communicates remaining hours of cell life in real-time.Captures "'� �ct all performance data daily(production settings,hours of operation,4r selectEco,,' co,, P Y P 9 P r�� " �M chlorine output,cell cleaning cycles,salt readings,and water �aeNTnia temperature averages). 1 Push-button operation and easy-to-view displays enable fast checking of salt levels,cell cleanliness,sanitizer output, and water flow • Automatic shut-off feature protects the unit and prolongs cell life under 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,safely,effectively, Automation Systems and automatically. Same sanitation performance as 110 VAC or 220 VAC wiring 1110 VAC only forIC151 manual chlorine addition without the drawbacks. No • Include 2 in.unions star unions adapt to 1 v:in.) need for customers to buy,transport and store chlorine COmp0Und5. • Certified to UL 1081 standard for safety • NSF approved • Health Canada approved Ordering Information Product Description Carton Oty. Carton Wt.(Lbs.) INTELLICHLOR 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 rr 522109 IntelliChtor IC15 lCanadian Versionl 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 INTELLICHLOR SALT CHLORINE O.ACCESSORIES 520588 IntelliChlor pass-through cell for winter or start-up 1 3 520595 IntelliChlor replacement unions Icontains 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 InteltiChlor Power Center PC100 surge board replacement 1 1 521377 IntellipH canister with controller 1 18 521495 IntelliChtor IC15 Replacement Reducer Unions-2 in.to 1-1/2 in.(contains 2 O-rings,2 1 1 couplers,2 nuts) 521633 IntelliChlor Debris Cross Guard-Pack of 5 1 1 10010 IntelliChlor Power Center fuse for IC15 0.5A 250V) 1 1 522745 IntelliChtor Power Center automotive style fuse replacement 110A/58V Mini-blade) 5 1 (ZMD. VGB1 GALAXY POOL DRAINS . VGB-2008 CMP 25513-OOX-000,25513-10X-000, 25514-OOX-000,25515-OOX-000,25516-OOX-000, Ftu Pkai O"0" COMPLIANT 25519-OOX-000,25531-OOX-000, 25537-OOX-000, 25539-OOX-000,25539-10X-000,25548-OOX-000 9MIFw �nood Iw,n LifeYo , 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 fitting and fasteners should be observed for damage or tampering before ,.SD min. om;n. each use. Missing,broken,or cracked suction fittings shall be replaced D �=before use. Loose suction fittings shall be reattached or replaced before 77X... use.Contact your local pool and spa professional for all winterizing }o ' instructions and recommendations.Open area of cover is 13.20 int. omi ---tea. ----------' A O mi.. B Head Loss(Pa x 101) 40 1.5 D min. D rrdn. 0 min. D mm ---- 1.5 D min. 20 _ i) r _ D I � 0 0 Flow(GPM) 60 60 GENERAL NOTES: D TUU (a)O w Imlde diameter W pipe 01 AN dlmemions shown_mi.imum, Tools Needed: Phillips Head Screwdriver (o)A°rokm°ne n°'"I"suftesled sump`mljg"11 . INSTALLATION INSTRUCTIONS REPLACEMENT PARTS 1• Install sump provided or construct sum `X CAN BE ANY DIGIT 0-9 TO DENOTE COLOR ANSI/APSP-16 Figure 2(see below) p per 25513-OOX 2. If mounting frame is provided,secure it in concrete Plugp sump 25514-000 25520 050 010 S2551400X or plaster. -020Cover 25507-OOX-010 Plug 25520-050-010 3. Use mounting screws to secure cover to frame or sump. O-Ring 26100-580-355 Cover 25507-10X-010 Screw 61004-083-212 O-Ring 26100-580-355 NOTE:In the event that one suction outlet is completely 25515-OOX Screw 61050-550-250 blocked,the remaining suction outlet(s)serving that system Sump 25515-010-010 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 Cover 25507-10X-010 NOTE:Increasing size of the pump may increase flow rate of Ring 25532-80X-000 Reducer 25520-020-000 Gasket 25515-000-011 Plug 25520-040-000 suction beyond rated safety limits causing entrapment or death. Reducer 25520-020-000 Screw 61051-058-030 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-OOX --— - -- Entrapment against the suction fittings can result in drowning or Frame 25530-000-010 25539-OOX other severe injury. Never sit on or lean up against suction Cover 25507-10X-010 Frame 25539-000-020 fittings.Never exceed the maximum allowable flow rate stated Sc Ring 26100-487-180 Cover 25507-083-010 on the suction fitting. The suction fitting and fasteners should Screw 61008-102 420 Screw 61004-083-212 be inspected for damage or tampering before each use of the 2S539-10X facility. Missing,broken,or cracked suction fittings shall be Frame 25539-100-010 "Replace within 7 installed replaced before using this facility. Loose suction fittings shall be Cover 25507-00X-010 years or immediately upon reattached or replaced before use of this facility. Screw 61054-048-019 evidence of degradation or damage. WARNING:To reduce the risk of drowning from hair and body entrapment install su exceeds the flow rate of your system by at least 25%. Always use m l iple suctionoutlets. If tt(he fitting/covewith a rLbreaks, s damaged flow rate in ed,oris 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 1 WWW,C-M-P.COM 4iC51N1/ 25531-001.jpg(1000x619) 14,tld Y lf� - `L' .:,mss.,.-. - ,,.x•- ' http://www.c-m-p.com/cm p/wp-content/uploads/2013/10/25531-001.j pg 1!1 - x CLEAN & CLEAR° FILTERS FIBFRGI-ASS RFINFORCFO P01_YPROPYIFNFTANK s Featured Hightights • • NSF listed • Unionized connections • Integrated continuous High Flow"Internal Air Relief •Chemical resistant tank body ' • Lock ring with spring-loaded safety latches •Coreless cartridge for easy cleaning • High Flow manual air relief valve Clean lt Clear Filter • 1 in.drain and wash out •Single piece base and body design 1 he 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.1 hese filters are NSF listed,and are available in 50, 75, 100, 150,and 200 square foot sizes. Ordering Information Effective Filtration Flow Rate Turnover Capacity F Product Model Area ilq.Fat (GPM Res) In Gallons Carton Carton 8 Hour 10 Hour 12 Hour Gty. Wt.(Lbs.) 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 i 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 f' Dimensions and Performance C Lea rance to remove Fitter Module Note: Actual system flow will depend on NSF. plumbing size and other system components. Note: Pentair Aquatic Systems does not I RWIAM Sbdd S O recommend flow rates above 150 GI-IM. Dimension Table ' Integrated continuous High Flow internal Mods ADim. —B Dim. air relief is operational only when there is 160314 18' 30' B unobstructed flow in the circulating system 160315 2512' 39' A Note:Operating imits- maximum continual 160316 33' 61' operating pressure of 50 PSI. Pool/spa 160317 40-12' 76' (bather) applications, maximum operating 160316 40-12' 76' water temperature (internal filter) 104°F (40°C1. l See page 384 for replacement parts. -- _ . . - 'k-ruvIUAL DATA Filter Pressure Loss Chart B. Flow Rate Table a PRESSURE LOSS vs FLOW a Residential Maximum Cartridge Commercial Flow Rates Maximum Cartridge s Product 11 sq.}t• GPM GPH Flow Rates 160314 6 hour 8 hour GPM s 50 3,000 tg GPH 6 hour 8 hour 160315 75 75 27 000,000 24,00o 0t9 1,140 6,840 9,120 4,500 a 160316 100100 6,000 36,000 28 1,680 10,080 13.440 2 160318 160317 150 38 150 9,000 54,000 72000 2280 13'680 18,240 ' 200 150 9,000 54,0 56 3,360 20,160 26,880 00 (l) One GPM per sq.ft. ho 72,000 75 4,500 27,000 36, zo ro 2 `"n,recommended flow KDW � 120 140 NOTE emial flow rate's a maximum of.375 GPM er sq. for residential is.5 GPM per sq.ft. Actual system flow will de ft-of filter area. pend on plumbing size and other system components. Replacement Parts 2 \ 1 Item Part Number Description 1 98209800 High 2 190058 Flow'manual air relief valve ressure Gauge 3, 4 4 178553 Lid,50, 100 sq.ft,finer 178561 Lid,75,1501 200 sq•ft.filter 5 59052900 Locking Ring assy. 6 87300400 7 59016200 �0-ring 8 Air Bleed Sock Kit 59053500 Center Core,50 sq.ft.filter 5 9 59053600 Center Core,75 10 59053700 Center Core, 1 Op'ft filter &PQaTi6 11 5905 Sq•ft.filter 12 3800 Center Core, 150,200 ---- R173213 Cartrid �•ft.fifter - 0 0- 7 13 R173214 9e Element,50 sq.ft.filter --- Cartridge Element,75 sq,ft,filter 14 R173215 Cartridge Elemertt, 10O s • 8, 9, 10, 11 15 R173216 Cartrl q ft.filter • • . 16 dge Element, 150 s . R173217 q ft.filter " • • • Cartridge Element,200 sq.ft.filter 17 178562 Bottom,50 sq,ft.filter 18 178554 Bottom,75 sq.ft,fifter 19 178563 Bottom, sq. 2178560 Bottom 150 200•filter 17, 18, 19 20 211 86202000 Drain C sq.ft finer y. 22 51005000 Drain Cap Gasket 21, 22 23 39104500 Union Nut"C" Clip Union Nut 24 98212200 25 25 071426 Union 0-ring 26 79304600Body,Swivel (�I�( 0 26 LLJJ..��11 I I 24 23 :v. D 6-26-09 7 P/N 178556 3900 Sport Polaris —NEW& __. , IMPROVED. Your pool. Our reputation, Powerful Vacuum Performance for a Cleaner, Clearer Pool With the most vacuum power of any cleaner, the 3900 Sport supplements the pools 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. ` Legendary Performance r All-wheel PosiDrive system �`'•-' with durable stainless steel r drive chain delivers 50%more rv: torque for maximum speed, climbing,maneuverability, •''� `'1 / } f 1 \ and performance. , Incomparable Convenience , A dual-chamber zippered SuperBag picks up and stores more debris than any other cleaner for reduced maintenance. �rti r Unmatched Power + Powered by a boosterum , p p the Polaris 3900 Sport's -,- large unobstructed vacuum inlet is perfect for large _ leaves,pebbles and acorns. �+. Jaw A BONUS lit` • 50%more flow Extreme Sweeping .1% for ultimate Now includes TalSweep PRO,an advanced sweep - sweeping action hose enhancement that provides maximum water • No more wet propulsion to blow debris out of corners and hard Tai ISwee p PRO" windows to reach places,while also eliminating water from or walkways spraying outside the pool. The Benefits of a Polaris Pressure Cleaner Reduces Maintenance A Healthier Pool Maximizes Circulation Sweeps and scrubs the bottom Independent booster pump operation & Heating and walls of any size or shape pool. keeps 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 experience, returning clean filtered water throughout cleaning up to 8010,thus prolonging Sweep hose cleans tight corners and all areas of the pool. Disperses warm the life of the filter, steps where other cleaners can't. water during the heating process to the depths of the pool. 3900 Sport 380 360 280 Venturi Jets 3 Jets 3 Jets 3 Jets 2 Jets Vacuum Inlet 2 1/2" 2 1/4" 2 1/4' 2 1/4" Drive Mechanism All-Wheel PosiDrive with Ail-Wheel Belt Drive All-Wheel Belt Drive Shaft Drive Stainless Steel Chain Tires Wide Trax` Classic Classic Requires Booster Pump Yes Classic Yes Yes Auto Back-Up Yes Yes Yes Yes Debris Bag Dual Chamber SuperBag Single Chamber Single Chamber Single Chamber Pool Type Inground Inground Inground In round Pool Surfaces All Pool Surfaces All Pool Surfaces All Pool Surfaces All Pool Surfaces TailSweep PRO" Included Yes Yes Compatibility Yes I Booster �• Polaris P64-60 Booster Pump Pump Power __- r Energy efficient pump—operates on 0 `7:Zlow flow filter pumps Be sure your Polaris Pressure Pool Cleaner ` operates at optimal performance with a g — Best pump to power your Polaris _ pool cleaner Polaris Booster Pump.The all new Polaris PB4-60 Booster Pump provides maximum Improved hydraulic design for optimal power, so your cleaner can pick up even performance and efficiency the largest debris. while circulating clean, warm water throughout all areas of the pool. . 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: S O x �/ x 7.48 (gal./cubic foot) _ T77� 2. Determine preferred Turnover Timeinhours:(AVera9e eptn> ) x 60 (minutes / hour) _ (Volume in gallons 3. Determine Max Flow Rate: - . (Hours) _ (Turnover in Minutes) (Vol�yn i�S)(Turnover ��— + 4. Spa Jets: x �V ) (Pool Flow Rate) (Feat�Flov, ) (System/FI�ate) (Number of jets) 9Pm per jet = flow rate. (For single Um (Jet Flow) (Total Jet flow Rate) 9 PUMP pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & spa) Determine Pioe Sizes Branch Piping to be 3 11 inch to keep velocity /3 ,, y @ 6 fps max. at 6 gpm Maximum System Flow Rate. Trunk Piping to be Z• S inch to keep velocity @ 8 fps max. at //'7 Return Piping to be 2. 0` inch to kee velocity 9Pm Maximum System Flow Rate. P y @10 fps max. at �Q 3 gpm Maximum System Flow Rate. Determine Simplified TDH' 1. Distance from pool to pump in feet: 2. Friction loss (in suction pipe) in Va- inch pipe per 1 ft. @ //r/ gpm = 109 (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in Z•d inch pipe per 1 ft. @ !63 gpm _ 4. Length of suction pipe e �o (from pipe flow/friction loss chart) s x ft. of head/1 ft of pipe . DQ = TDH suction pipe 4. 5 5. Length of return pipe x ft. of head/1 ft ofI e ./ P p = TDH return pipe d Filter loss in TDH (from TDH in Piping: filter data sheet): / Q Heater loss in TDH (from heater data sheet): Total all other loss: Selected Pump and Main Drain Cover Total Simplified TDH: -T�v-e c.,t:--LbPump selection (� �A <<� =4'&using pump curve for Simplified TDH & System Flow Rate (Pump model and size in Horse ower) Main Drain Cover S109 (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 -al T e of Re uired In-Floor Suction Outlets: Check all that apply. 0 3' -0" O 2 SiOX suction outlets @ O _L3 / gpm max. flow (see note 2) O 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) TDH Calculation Options Total Head In Feet Conversion Chart For each pump Inches Me cu Vacuum Gau e (- 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) 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 blanks 11.4 13.7 15.9 18.2 20.4 22.7 25.0 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 Total Dvnamic 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 3. Insert the manufacturer's name and 22 50.8 53.1 55.3 57.6 59 .6 58.9 .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 4. See installation instructions for number of 24 55.4 57.7 60.0 62.5 64.5 66.7 69.0 71.3 73.5 75.8 ports to be used. 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.0 _i61 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 -9 --69.2 71.-5 -j3 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 87.489.6 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 not change without submitting revised plans 34 78.5 80.8 8 92.0 94.3 96.6 3.1 85.389.8 92.1 94.4 9 and TDH worksheet. 35 80.9 6.6 98.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 98.9 01.2 Flow and Friction Loss Per Foot Swimming Pool Specification for: Schedule 40 PVC Pipe T� L Q�- /� /.� Velocity-Feet Per Second U Pipe Size 6fbs 8 fbs 10 fbs 1" 16 gpm 0.25' 21 gpm 0.66' 26 gpm 0.94' 1.5" 37 9Pm 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: 2.5" 88 gpm 0.09' 117 gpm13009' 0.15' 146 gpm 0.23' Y , p� 3" 8 gpm . 181 9Pm 0.14' 227 gpm 0.23' � &4'v/ 7G 4" 234 9Pm 0.06' 313 gpm 0.10' 392 gpm 0.15' 6" 534 gpm 0.04' 712 gpm 0.04' 890 gpm 0.10' Permit # kpspThe Association of Pool& Spa Professionals ANSVAPSPACC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: TB, Lot 100, ABGG CONTRACTOR NAME Backyard Designs, Inc. AND ADDRESS AND ADDRESS: 1747 Maritime Oak Drive 4265-A Eldridge Loop Atlantic Beach, FL 32233 Orange Park, FL 32073 OWNER:Toll 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: 7,742 ;or 1, 7,742 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: -,Yes,_allo? (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.) S.§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 some 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 some 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 some or more than the calculated return branch flow rate.) 6.§5.4.1:Filter type and size: Cartridge a.Filter type:(Cartridge, DE,Sand) 6a. - b.Minimum filter area 6b. 96.0 sq.ft. - (Calculate:item 4. 36 (gpm)_filter factor 0.375 ) Filterfactors:Cartridge=0.375, Sand=15,Diatomaceous Earth=2 7. §5.4.2:Backwash valve: 0 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" Nominal GPM @ 6 fps 38 1 63 1 90 138 185 238 1 374 1 540 Nominal GPM @ 8 fps 51 84 1 119 184 1 247 317-F4-99 1 720 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 8a. IntelliFlo 3050 VS - b.Pump flow 8b. 73 gPm - (§5.3.2.1,5.3.2.2: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 E Heaters 4.3.1.3 No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, ❑ 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 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 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. 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. 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 Date: `Z. "1-7 4265A Eldridge Loop Client: f, Lai /'O64-8 �� Orange Park, FL 32073 Address: �/ 7 , //die/Z7&g �9�ie� 904-272-9473 r . Depth: INC CPC1457269 CPC056950 Shallow: SCC131149942 SCC131149935 Deep: v #3 REBAR - 12" ON CENTER BOTH WAYS FOR WALLS AND FLOORS Pool Beam DECK Water Line Tile 1111111 fill 1 11111 1 1111 rr-r-11 3 �T �•S F� Ut S 6� Minimum 6" 3500 PSI concrete AI E� Two 8" SCH 40 PVC Main Drains floor and walls This drawing complies to the 2014 Fifth Edition FBC R4501.6.1 Conformance Standards *Pools 7'deep or deeper will have#3 Rebar p/aced at 6"vertical bars beginning ata 4'depth extending 1' above and below the coves and S'above and below the floor break, Note: Pool Elevation Not To Scale 12/20/2017 Property Appraiser-Property Details TOLL FL VI LIMITED PARTNERSHIP Primary Site Address Official Record Book/Page Tile# 250 GIBRALTAR RD 1747 MARITIME OAK DR 17820-02132OFFICE ��Y Y- 9408 HORSHAM, PA 19044 Atlantic Beach FL 32233 1747 MARITIME OAK DR Property Detail Value Summary RE# ......J 169505-1795 2017 Certified 2018 In Progress Tax Distract i USD3 Value Method CAMA CAMA -- x Property-we 0000 Vacant Res<20 Acres Total Building Value $0.00 $0.00 #of Buildings 0 Extra Feature Value $0.00 $0.00 _ -i For full legal description see Land Value(Market) $213,120.00 $213,120.00 Legal Desc. Land& _ - Legal section below Land Valu (Agrc,) $0.00 $0.00- -^ Subdivision 06884 ATLANTIC BEACH COUNTRY CLUB UNIT 02 Just(Market)Value $213,120.00 $213,120.00 I _ .0 TotalArea 7200 Assessed Value $213,120.00 $213,120.00 The sale of this property may result in higher property taxes.For more information go to Save Cap Diff/Portability Amt $0.00/$0.00 $0.00/$0.00 Our Homes and our Property Tax Estimator.'In Progress'property values,exemptions and Exemptions $0.00 --See below other supporting information on this page are part of the working tax roll and are subject to - -- change.Certified values listed in the Value Summary are those certified in October,but may Taxable Value $213,120.00 See below include any official changes made after certification Learn how the Property Appraiser's Office values property. Taxable Values and Exemptions-In Progress If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value No applicable exemptions No applicable exemptions No applicable exemptions Sales History Book/Page Sale Date Sale Price Deed Instrument Type Code Qualified/Unqualified Vacant/Improved 17820-02132 12/16/2016 $4,440,000.00 SW-Special Warranty Unqualified Vacant 00067-00132 11/21/2014 $100.00 PB-Plat Book Unqualified Vacant Land&Legal LN Code Use Description Zoning Front Depth Category Land Units Land Type Land Value LN Legal Description --- 1 0150 RES GOLF LD 3-7 UNITS PER AC ASPA 60.00 120.00 Common 60.00 Front Footage $213,120.00 1 67-132 08-2S-29E.165 2 ATLANTIC BEACH COUNTRY CLUB UNIT 2 3 LOT 100 Buildings No data found for this section 2017 Notice of Proposed Property Taxes Notice(TRIM Notice) Taxing District Assessed Value Exemptions Taxable Value Last Year Proposed Rolled-back-� Gen Govt Beaches $213,120.00 $0.00 $213,120.00 $1,809.57 $1,737.18 $1,647.93 Public Schools:By State Law $213,120.00 $0.00 $213,120.00 $1,010.99 $902.99 $920.36 By Local Board $213,120.00 $0.00 $213,120.00 $499.06 $479.09 $454.33 FL Inland Navigation Dist. $213,120.00 $0.00 $213,120.00 $7.10 $6.82 $6.39 Atlantic Beach $213,120.00 $0.00 $213,120.00 $716.73 $688.06 $653.89 Water Mgmt Dist.SJRWMD $213,120.00 $0.00 I$213,120.00 $64.05 i$58.05 $58.05 ' Gen Gov Voted $213,120.00 $0.00 $213,120.00 $0.00 $0.00 $0.00 ' School Board Voted $213,120.00 $0.00 $213,120.00 $0.00 $0.00 $0.00 Urban Service Dista $213,120.00 $0.00 $213,120.00 $0.00 $0.00 $0.00 Totals $4,107.50 $3,872.19 $3,740.95 Just Value Assessed Value Exemptions ITaxableVallue Last Year $222,000.00 $222,000.00 $0.00 $222,000.00 Current Year $213,120.00 $213,120.00 $0.00 $213,120.00 2017 TRIM Property Record Card(PRC) This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM Notices) in August. http://apps.coj.net/pao_PropertySearch/Basic/Detail.aspx?RE=1695051795 1/1 Ir,,y7 TREE & VEGETATION AFFIDAVIT f City of Atlantic Beach OFFICE COPY Department of Community Development yr Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 (P)904 247-5800 (F)904 247-5845 PERMIT# t SECTION I -APPLICANT INFORMATION F- Owner(s) IX Legal Authorized Agent* NAME OF APPLICANT Mark Turner NAME OF COMPANY Backyard Designs,Inc. i 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 II-SITE INFORMATION STREET ADDRESS OF PROPERTY 1747 Maritime Oak Drive,Atlantic Beach,FL 32233 If on address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request on address. LEGAL DESCRIPTION Lot 100,Atlantic Beach Country Club,Unit 2,Book 67,Pages 132-137 LOT 47 BLOCK SUBDIVISION Atlantic Beach Country Club REAL ESTATE NUMBER 169505-1795 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 fort ity of Atlantic Beach, FL and/or 1 have participated in apre-application meeting with the Administrator of those regulations. Su --ently, 1 affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the ab e ed or adjacent properties in conjunction with this project. (Steve Merten) SIC&T&E OF OWNER SIGNATURE OF OWNER Signed and sworn before me on this 90 day of , ,by State of t_ i County of t:.C�J Identification verified: i Oath sworn: r Yes (�( No 1, Q C/ � r i Notary Signature '(61" PAMELA O.TURNER i REV-TVA-v 10.12 My Commission expires: i, MY COMMISSION#GG 104718 Bondod Thru Notary Public Undorwriters Perms t W- ror"I/?- 0U6,1 9 NOTICE OF COMMENCEMENT OFFICE COPY State of F n c t 6- Tax Folio No. County of-:I-)I , Vcj 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 COMM EN NT. Legal Description of property being improved: c C ,L ,� Lo,I 1 � Address of property being improved: I LL 1 E t CcC � General description of improvements:- /� I n-)nQ 1 0C'r P cc ` a nQ 0,-V')L-P ��A r� I Owner.I(� 6 T_�� I_�L C�d'A Y1� tl` Address:p`�j[1 �=4 J'c��{ � o� �OD�VlCiliYl 1�� cl O�� Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: ,vlContractor: Address: + CSO Telephone No.: r9-(,D Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: 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) ar om the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: a Doc#20172941 2 efore me th" day of in the County of Buvat;State 90,OR BK 18_31 Page 328, f Florida as personally a eared Stt+l�Ytilct�t�+, Johr\S Number Pages:1 P Y PP Recorded 12/2212017 1 1:21 AM, rotary Pub at Large,State of Florida,County of Duval. RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL �Y commission expire COUNTY ersonallyKnown: 7 or RECORDING $10.00 !roduced Identification: Melissa Sue Lieberman My commission GG 126068. '�a�1 Expires 09/18/2021 Colonial Plus Panels & Gates - _ k � � � � '•1<i3 .:kl�:'mY hJ:W w r.�..ii J' 8 i+Y 1 d"4 Y'S�r t Coiorial Fh;s afurj7inU,n 7Q pi'OiiC( s Paneit Gates Arch Gates assume Immune no �/tt■t!!, cCr71'of'- P Sol ■■■■■■■■■■■■a■■■■■ t� 1Ci7 01 , bra Nnow■■■■■o /■t■■!! k y. Accessories "NOUial PLUS A L U M I N U M MADEIM x Mounts and Brackets b Colonial Wall Mount �® O e O Colonial Plus y Wall Mount O Wail Mounts Post Mount Swivel Rail Line Bracket Mount Universal t Bracket + ♦ Ca sand Finials q Flat Cap Bail Cap Fleur-delis Quad Finial Triad 0 Finial Finial ,� Available pre-installed on special older + + for Colonial Tools and Repair + + Rin s 9 Drop Rod 0 + + Touch Up Paint Pen Touch Up Paint Can Field Notch Tool + + 0 0 Accessories that work with the Colonial Fencing System ♦ Accessories that work with the Colonial Pius Fencing System 9 MasterHalco.com l 888-MH-Fence i Posts and Colors fl il Style LenUniversal& Universal gtiz a r♦ Spear 4 r tet" a SpearVnivWsafFi�t Bo ttom s.R Staggered Blank(.06 Colonial Plus posts Ct�rr3 1.on(th Universal& i Universal Spear Universal Flat ••IIS Spear ♦. < Staggered Spear 4 v'•� �4" } � x k•ti Yl Blank(.250 wall) IQ 7 v,& -�- Specifications A L U M I v � N U M o MADE IN 1.1 SCOPE: 1.3 This specification covers materials and construction requirements A.All pa ellsB a pre assembled with nylon scr for Colonial and Colonial Plus Aluminum-Fence. Y ewless fasteners. 1.2 MATERIALS: B.Rails are notched for screwless installation. 1.2a COLONIAL 5/8"PICKET A.PICKETS:5/8"x 5/8"square,.045"wall thickness,6063 T52 1.4 COATING: aluminum tubular members,having an ultimate tensile Strength of at least 26,000 psi(152 MPa)and yield strength of at least Colonial Aluminum fencing utilizes polyester powder coating 9 that will meet or exceed AAMA 2603-03 specifications.All fence 20,000 psi(110 MPa).Space pickets 3.792's face to face. sections and components are given an 9-step process that cleans and prepares the aluminumtopre-treatment B.RAILS: W(.055 wall thickness)x t"H(.082 wall thickness), Step 1 -Raw aluminum is inspected to be free of blemishes and is 6063 L aluminum"U"channel,having an ultimate tensile complete adhesion of the powder coating. I 1" strength of at least 30,000 psi(207 MPa)and yield strength of at not exposed to outdoor elements. least 25,000 psi(172 MPa). C.POSTS:2"x 2"square,.060"wall thickness,6063 T6 aluminum Step 2 Product enters heated alkaline cleaner stage to remove tubular members,having an ultimate tensile strength of at least extrusion and fabrication oils. 30,000 psi(207 MPa)and yield strength of at least 25,000 psi(172 Step 3-City water rinse. MPa). Step 4-Recycling reverse osmosis water rinse. D.GATE POSTS:2"x 2"square,.125"wall thickness,6063 T6 aluminum tubular members,having an ultimate tensile strength of at least 30,000 psi(207 MPa)and yield strength of at least Step 5 Pure reverse osmosis water rinse. 9 Step 6-Primer/sealer conversion coating,which provides a strong 25,000 psi(172 MPa), adhesion of coating to the aluminum. Step 7-Pure reverse osmosis water rinse.Final rinse is of the E.POST CAPS:2"x 2",flat,aluminum die cast.2"x 2",ball, same quality as bottled drinking water.Clean water removes aluminum die cast. contaminates which will hinder coatin 1.2b COLONIAL PLUS 3/4"PICKET 9 Performance. __ �` Step 8-A 200 MPH air blast removes water drops from the pre- A.PICKETS:3/4"x 3/4"square,.053"wall thickness,6063 T52 treated product, aluminum tubular members,having an ultimate tensile strength I of at least tubal psi(152 MPa)and yield strength n it least 16,000 psi(110 MPa).Space pickets 3.938"face to face. g Step A convection oven completes the dryoff process for a clean dry surface to powder coat. B.RAILS:1.m nu(.065 wall thickness)x 1.5"H(.075 wall thickness), dried to-35°F Dew Point for superior adhesion and a "U"channel, Powder application is automated.Compressed process air is 60strength of at�least 0,000 psi(207 MPa)and an ultimate ield strength ens�lth of at The powder booth contains powder coating overspray with no least 25,000 psi(172 MPa). g emissions to the surrounding environment. C.POSTS;6063 T6 aluminum tubular members,havin an The final step of the powder coating process is the cure oven ultimate tensile strength of at least 30,000 psi(207 MPa)and yield strength of at least 25,000 psi(172 MPa). The size and wall where the powder coating gels and bonds to the aluminum. COLOR-Black,white or bronze.Other colors are available on thickness are listed below: special order. Line,End,Corner, 2.5" " 1.5 WARRANTY- Blank .09 Provide Master Halco's lifetime limited warranty that its ornamental .81 fence system is free from defects in material or workmanship pk 1 including cracking,peeling,blistering and rust.The Lifetime Blank 3" Limited Warranty applies only to living entities.Non-living entities 0.125" shall include but not be limited to governments,municipalities, Blank 4" Q,-SQ" corporations,and commercial operations.All non-livingentities D.POST CAPS:2.5"x 2.5",flat,aluminum die cast.2.5"x 2.5",ball, shall receive a 30-year limited warranty from the date of purchase. aluminum die Cast. This Limited Warranty applies only to systems constructed entirely Of components manufactured and/or supplied by Master Halco. E•Brackets:2.5"&3"Universal,2.5"&3"Line,Wall and Swivel brackets. Cast Aluminum. F.Finials: Cast Aluminum MasterHaico.com 888-MH-Fence 11 #l .i n the world, safe ate la ON for child 9 latch pools is and child safety areas MagnaLatch@ series 2 Top Pull • Reliable latching action • Highly child-resistant • Adapts to all gates • Magnetically triggered (no jamming or sticking) • Key Lockable • Quick & easy install D Features SPions Accessories Videos &Images ftISWN &Dknerwom Engineered specifically for sMmmi the MagnaLatch T gate. Designed to Pool �t�' op Pull is the ultimate g extend above the height of the fence to keep the release knob out afi the of saf of children, it is also key-lockable for added safety. MagnaLatch Top Poli features D&D's Motion Technology, ensures latching even if locked in the open patented ,Lost Pe position. Tested to over 400,000 cycles, the Top Pull Model has been independently verified to meet stringent international safety codes, and has received several prestigious design awards. Installation is simple, with vertical and horizontal adjustment of up to 1-7/16" (37mm) allowing for quick and easy alignment on the gate as well as fine-tuning at any time to accommodate for ate sagging or movement over time. g '. Magnetic self-latching No mechanical jamming during c'csu-e I �. Meets international barrier/safety codes ' Unprecedented reliability & safety wi!iiar� ' s Strong, molded polymer & stainless steel ' Won't rust, bind, sag or stain I Vertically & horizontally adjustable i Overcomes ground movement and gate sag ! t Key lockable Added safety and peace of mind 1 i Screws hidden while locked � Resists tampering i Engineered for ease of i Saves you time nstallation i I Latches even in the "locked" position Exceptional safety & reliability i I Won't disengage from shaking pulling I Can't be forced open i ! ! Magnet is sealed from elements I i JhJJ Prcven to last the test of time Limited Lifetime Warranty Rigorous testing programs ensure our products are of the highest duality, enablin us to back them :Aaith, a Limited Lifetime Warranty. If you have an il handle them personally. Y problems, p&D will Standard fits square post and gate frame on all ornamental and vinyl 3 styles of fence Adjusts from a 3/8" to 1-7/16" (37mm) space between gate Fame and post. (1-1/2" to 2" ((5omm) gaps with optional spacer) Optional adaptor kit Round post and gate frame adapter available as an extra - adjustable to fit u to 2" latch side space between the gate post and gate frame. Black only. p