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586 Timber Bridge Lane POOL PERMIT rS, 'r SWIMMING POOL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH POOL18-0036 :)10! ISSUED: 10/12/2018 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 4/10/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 586 TIMBER BRIDGE SWIMMING POOL SWIMMING $50000.00 POOL RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169505 2120 ATLANTIC BEACH COUNTRY CLUB UNIT 02 COMPANY: ADDRESS: I CITY: STATE: ZIP: POOLS BY JOHN GARNER, 4049 E BUCKSKIN TR JACKSONVILLE FL 32277 INC. OWNER: ADDRESS: CITY: STATE: ZIP: ATLANTIC BEACH 414 OLD HARTS RD STE 502 FLEMING ISLAND FL 32003 PARTNERS LLC WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. Issued Date: 10/12/2018 1 of 2 i' ''''-,, SWIMMING POOL PERMIT PERMIT NUMBER ik 0, POOL18-0036 "` s CITY OF ATLANTIC BEACH :)1V, ISSUED: 10/12/2018 \ (� 800 SEMINOLE ROAD EXPIRES: 4/10/2019 `=°'; ATLANTIC BEACH. FL 32233 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint(if used)must discharge into vegetated area 10 minimum from street or drainage feature(swale,structure or lagoon). A separate Pool Permit is required. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell"s,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. — FEES 11111111111 ■ DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $305.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $152.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.61 STATE DCA SURCHARGE 455-0000-208-0600 0 $5.08 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL:$670.19 Issued Date: 10/12/2018 2 of 2 ;0�vi-,7, City of Atlantic Beach APPLICATION NUMBER jS , ilfr Building Department (To be assigned bythe BuildingDepartment.) r "'``,� `-� 800 Seminole Road //g -//��� p// ) \\,________}___ Atlantic Beach, Florida 32233-5445 P��JvI �J 3 Y� Phone(904)247-5826 • Fax(904) 247-5845 C / / •- sti9E-mail: building-dept@coab.us Date routed: ((/ `//8 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: sg (.p 1 ( rb Brda _ D- • •. ment review required Ye No .0011941 _ � Applicant: F661 S to JbkY\ �Q,rner Planning & •• Tree Administrator Project: I It\jro tJ Y\Q r-POO L. (ublic Wor. Public tilities Public Safety Fire Services Review fee $ Dept Signature i 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: I 'Approved. I Denied. I INot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: 'd'l r TREE ADMIN. Second Review: Approved as revised. I IDenied. ❑Not applicable PUBLIC WORKS Comments: . PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:J0'4frdo/ FIRE SERVICES Third Review: I JApproved as revised. Denied. [Not applicable Comments: Reviewed by: / Date: Revised 05/19/2017 r - !fJ/ rSl:j+ . CITY OF ATLANTIC BEACH sa 800 Seminole Road J Atlantic Beach,Florida 32233 �Jil19'' REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 10 � �� Revision to Issued Permit Corrections to Comments /Permit# /JAL/C(....06 3 Project Address 5 l r'I rJ tfrz, v, / Contractor/Contact Name Pe—c h y f LIN G 1,1,"4 fir— / �TO`l,ti v�`j'g /'' Phone OLf " 5-4fc -- 7 g 79 Email C7I -Z__Al X. PeAV s @ CUM cos/, N ,L Description of Proposed Revision/Corrections: Permit Fee Du- $ Se)''' 0 : C''o vr . • 1- e-1 cc / a'o ,4. ylf*/2 & J (iv vq-rte P a c co,-,..i c rL --tti 51 N r4-/)- 5 h '1, /' / . `'�- II Additional Increase in Building Value$ Additional S.F. By signing below,I oh' c7411/v gL affirm the Revision is inclusive of the proposed changes. (printed name) k--......" /% / ? Signa e of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: C-153011-1 P-1 Planning &Zoning 'reviewed By Tree Administrator Public Works 4� Public Utilities /0 - Y o - 001 Public Safety Date Fire Services !�.rL`I . , CITY OF ATLANTIC BEACH �� ;t j• 800 SEMINOLE ROAD 75tri. Z i ATLANTIC BEACH, FL 32233 (904) 247-5800 '��J3tl�r BUILDING REVIEW COMMENTS Date: 9/26/2018 Permit#: POOL18-0036 Site Address: 586 TIMBER BRIDGE Review Status: denied RE#: 169505 2120 Applicant: POOLS BY JOHN GARNER, INC. Property Owner: ATLANTIC BEACH PARTNERS LLC Email: GARNERPOOLS@COMCAST.NET Email: (bishop@myriversidehome.com Phone: 9047432060 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. The cover page, under"This pool will be built according to the following:, the National Electric Code date is incorrect. Please change this to the correct date of 2014. Resubmit 2 copies of this page. 2. Sheet 1,2,3 and 4 of the Quest Engineering drawing has the wrong city name in the title block titled "PLANS VALID FOR THIS BUILDING DEPT. ONLY:, it should read the City of Atlantic Beach, Fl. Please correct and resubmit 2 copies of this page. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us f�,e, Resubmittal Notes: 6,0// .t �..eu; e L COw vr`J)0 4 ciA0,/• O All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left OFFICE COPY tic 0 V c , h)1 �- . i l r�� I! SEP 4 I �' Building Permit Application ;1 IUpdated /8/17, °�. City of Atlantic Beach ,_..___.T_ 800 Seminole Road,Atlantic Beach,FL 32233 h3 �i Phone:(904)247-5826 Fax:(904)247-5845 n,. Job Address: Timber ber ?X j e � Permit Number:60 —_ oa34 Legal Description LC/F InPA-41Z - pQ`J�S Q RE# I� - ZI 10 Valuation of Work(Replacement Cost)$ hOr 000 Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: C!onstn ec (Akq►v un.d pool Florida Product Approval# for multiple products use product approval form Property Owner Information Name: 1g.rS(6i..- I.-1-om S mo .Ft Address: IZZ% 511\1USe NM St la° City Jft'1C State Zip ?,u,3 Phone E-Mail Ih shop 0 6191-Ngrsidkhotw. Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: Poolst� John �(.or n�' Qualifying gent: h as'`r)r Address 152-9 �J'if C City State i* Zip 3121 J Office Phone 'r'.5 ao( Job Site/Contact Number _. hr\ 55-}s'1 1 State Certification/Registration# CCD 4 t 3% E-Mail garner (1 AV 1 of +,f 1e. - Architect Name&Phone ft lJ A- r Engineer's Name&Phone f�,,"0�(} tlJ'11 Workers Compensation ex)&(I* T-11\ Co Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.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. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. le, fr____ (Signature of Owner or Agent) (Signature of Contractor) (including contractor) S' nedAa�n�d,�sworn o(or affirmed)before me this or'day of Si ned and sworn to(orIF ,-..- -- YOf;d)before me this LIId of 1 Aar b t r _ 1 .A • A.' I by ,� U ill 146...°4 L. A `� �TT��' (Sign.(ure of N.71,1 (Sr' ignature of Notary) [ ersonall Known • "�N'� y ,01` �e;�.,, LINDSEY M.BISHOP ersonally Known OR .••''"N.,, [ j Produced Identifica •'+ °= 4`a .4 B Notary Public-State of Florida [ ]Produced Identification KYLAMARIE-State o FloridaType of Identification: _,,, 2 ,mmission# FF 946204 Type of Identification: +. Notary Public of Flo ."4,Fo�`o?;$ My Comm.Expires Jan 19, I 0 \r. s;47 •' •• 51 '°^``" .---@". My Comm.Expires Sop 19,2018 Doc # 2017180746, OR BK 18074 Page 2061, Number Pages: 2, Recorded 08/03/2017 at 08:19 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $5443.90 OFFICE COPY Prepared by and return to: Atlantic Beach Partners,LLC 414 Old Hard Road,Suite 502 Fleming Island,Florida 32003 SPECIAL WARRANTY DEED (2111! THIS SPECIAL WARRANTY DEED made as of the 5/ day o 2017, by ATLANTIC BEACH PARTNERS,LLC,a Florida limited liability company, ose address is 414 Old Hard Road, Suite 502, Fleming Island, FL 32003 (hereinafter called "Grantor") and RIVERSIDE HOMES OF NORTH FLORIDA,INC., a Florida corporation, whose address is 12276 San Jose Boulevard, Suite 120,Jacksonville, Florida 32223 (hereinafter called"Grantee"). WITNESSETH: That Grantor, for and in consideration of the sum of Ten and no/100 Dollars($10.00) and other valuable consideration,the receipt whereof is hereby acknowledged, by these presents does hereby grant, bargain, sell, alien, remise, release, convey and confirm unto Grantee, its legal representatives and assigns, all that certain real property situate in Duval County, Florida, described as follows: Lot 156,Atlantic Beach Country Club, Unit 1,a subdivision according to the plat thereof recorded in Plat Book 67,pages 52, 53 & 54, in public records of Duval County,Florida; and, Lots 86 & 172,Atlantic Beach Country Club Unit 2,a subdivision according to the plat thereof recorded in Plat Book 67,pages 132, 133, 134, 135, 136 & 137, in public records of Duval County, Florida(the"Property") TOGETHER WITH all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD,the same in fee simple forever. And Grantor hereby covenants with Grantee that except as set forth below at the time of the delivery of this deed,the Property was free from all encumbrances made by Grantor; and that Grantor will warrant and defend the same against the lawful claims of all persons claiming by, through or under Grantor,but against none other. By acceptance and recording of this deed, Grantee, for itself and its successors and assigns, agrees to join in and support and to execute all documents and papers necessary to accomplish the annexation of the Property conveyed hereby into the City of Atlantic Beach, Florida. Grantee acknowledges that the foregoing agreement is a condition of this conveyance by Grantor and shall run with the title to the Property. JAX_ACTIVE 3453587.3 OR BK 18074 PAGE 2062 OFFICE COPY This conveyance is subject to covenants, easements and restrictions of record and to ad valorem taxes levied or which may become a lien subsequent to December 31 of the calendar year next preceding the date hereof. IN WITNESS WHEREOF,this deed has been executed as of the date first above written. Signed,sealed and delivered GRANTOR: in the presence of: ATLANTIC BEACH PARTNERS,LLC, Print Name: a Florida limited liability company 9ThavBy: The Wood Development Company of Print Name: ? t1,,1ra Spencer Jacksonville, its Managing Member By: Name: usan D. Wo d Title: Vice President STATE OF FLORIDA } }SS COUNTY OF DUVAL } The foregoing instrument was acknowledged before me this ( day o f/j/J 2017,by Susan D. Wood as Vice President of The Wood Development Compan of Jac•fnville, a Florida corporation, the Managing Member of Atlantic Beach Partners, LLC, a Flori•a limited liability company,on behalf of the company. : --- — \‘‘�NRA SPy,//, cpp...... San ra Spencer 41`sslONFANOTARY PUBLIC; 20 V. S. State of Florida at Large *; �. �' ;*S. Commission#FF 196567 #FF 196567 a My Commission Expires: 6-4-19 ";;;:rp%:,�an ns• a,.�49. Personally known XX eii sIi SIMM '� �\\� JAX_ACTI VE 3453587.3 2 ferrnl Po6L lk - 0O 36 OFFICE COPY NOTICE OF COMMENCEMENT State of Pt- Tax Folio No. 1 q. DS -a l cg-o County of D Brij 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 state in j E M s NO I OF OMENCEMEN Legal Description of property being improved: LOTI Z 11 L ?Dead') Address of property being improved: -j ql.p `n mbtei g(`i(k.:77 1. Larl e..,General description of improvements: Co I\Stvu(C-}• `(lg d Ow) Owner: .N✓1.6e_X5tclEAOC( 10 �L Address: I.aa1(O San �M e 3 3(A Se 110 14 4 Owner's interest in site of the improvement: r)b-- S((WO Fee Simple Titleholder(if other than owner): 1\)A Name: Contractor: pc6s \0n, �.. arc r 1,(___1,(___(�i) Address: 1524 ! t nto ceit Si' .l`^' � P 3 Z� Telephone No�� �3 (et, ) Fax No: C{oft 1 S Surety(if any) 11— Address: 111 Amount of Bond$ Telephone No: Fax No: Name and address of a y person making a loan for the construction of the improvements Name: j 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: 'R A- 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 es. (Fill in at Owner's option) Name: It 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 is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: CZ)"a1• lir Before me this____ _____day of in the County of Duval,State Doc#2018208113,OR BK 18514 Page 375, Of Florida,has personally appeared M �b -,- Number Pages:1 Notary Public at Large,State of Florida,County of Duval. Recorded 09/04/2018 03:46 PM, My commission expires; RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Personally Known: ✓ .. ' COUNTY Produced Identification: �� or RECORDING $10.00 `" M. BISHOP •P:,*-14,A Notary Public-State of Florida N, ill Tc Commission # FF 946204 ',,;Fo•o? My Comm.Expires Jan 19,2020 6r�v.i City of Atlantic Beach APPLICATION NUMBER Js ' ' M Building Department (To be assigned by the Building Department.) ^ " > 800 Seminole Road • ... - Atlantic Beach, Florida 32233-5445 POOL_t Efroo 93(0 Phone(904)247-5826 • Fax(904)247-5845 "�`o,3A9'? E-mail: building-dept@coab.us Date routed: 11 S/L O City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 5g (Q 1 i IA6-e '�p & dj .e e. rtment review required Yes No Applicant: COO\ S 10 JkY\ (. Q,rnOr Planning &Zonings Tree Administrator Project: I a r(}J r\c1 r-1)00 L. , Public Wor, Public Utilities Public Safety Fire Services Review fee $ Dept Signature j Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. enied. I Not applicable (Circle one.) Comments: BUILDING 0' '/ ��CL� S 1 h4y, , 0cC 5te-1--A4.,,:iekS PLANNING &ZONING Reviewed by: Date: -3=18 318' TREE ADMIN. Second Review: 'Approved as revised. I Denied. I 'Not applicable PUBLIC WORKS Comments: . PUBLIC UTILITIES ' PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. ['Denied. [Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 .4rsJfjG,,. CITY OF ATLANTIC BEACH 800 Seminole Road -6 v:________/: '' _. a s-) Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date q I i f a Revision to Issued Permit Corrections to Comments i Permit ao LI 8-craco Project Address 5 % T m bur X l d , Contractor/Contact Name POO is John C f n ex Phone Qd LI 1 4 3 20 o Email .Vin X01 It 0,0M0aSi- .!ICJ(' Description of Proposed Revision/Corrections: Permit Fee Due$ Additional Increase in Building Value$ Additional 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 / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: !%G � Building Planning & Zoning Reviewed By Tree Administrator Public Works — Public Utilities ? �' Public Safety Date Fire Services 'r / `T\ CITY OF ATLANTIC BEACH \J A 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 ZONING REVIEW COMMENTS Date: 9/5/2018 Permit#: POOL18-0036 Site Address: 586 TIMBER BRIDGE Review Status: DENIED RE#: 169505 2120 Applicant: POOLS BY JOHN GARNER, INC. Property Owner: ATLANTIC BEACH PARTNERS LLC Email: GARNERPOOLS@COMCAST.NET Email: Phone: 9047432060 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: Deck Setbacks: Atlantic Beach Country Club SPA text prohibits patios, decks, and the like within 5 feet of side and rear property lines. Please revise so that no part of the pool deck is within 5 feet of the side and rear property lines. Brian Broedell Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. ri'; s1.-Q..r , City of Atlantic Beach flECEIVE APPLICATION NUMBER � ir:: Building Department SEP 06 �p (To be assigned by the Building Department.) my) r i, 800 Seminole Road ZOro /�� �:, � Atlantic Beach, Florida 32233 5445 PcO__t '-OO 3 Co / Phone(904)247-5826 • Fax(904) 248 4.5 �� 0;319'- E-mail: building-dept@coab.us Date routed: [ / S/ City web-site: http://www.coab.us 666 APPLICATION REVIEW AND TRACKING FORM Property Address: 5-g 6 1 i rvh- r�p 3rid5 Department review required Yes No Applicant: OOI� ` s le, JckY\ �Q,rner Planning &Z....;, Tree Administrator Project: I IAL5f0 'O() L. Public Wor Public Utilities Public Safety • Fire Services Review fee $ Dept Signature i 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: I Approved. I 'Denied. I 'Not applicable (Circle one.) Comments: BUILDING w PLANNING &ZONING Reviewed b : /,/, _ _ ;, Date: f-'//,-Al2 TREE ADMIN. Second Review: roved as revised. 'App 'Denied. ❑Not applicable PUBLIC WORKS Comments: . PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ['Denied. nNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 10.5 10.3 Pool 372 sq ft _ .:.::::. :;:::»::>::::»::>:::»:::::>::>::::::;::: Coping 113 ft ><>: :::::: ::::<: ::: ::::::: :::::::: .:::.:::... .::::::. 4..... + p 9 � � ,F;,. .;; 2 x 7 fire table 18 • r 0.8 jyy 6' x6 'Ian 18 a : :!k:'V 3 s ft 5ft. Dec ........:::::i...........:: k9 3 q 251 r kitchen sqft Summe tc 2.1 (� 4 i J *..."...i.j.:::::!...! Summer I kitchen ' if w .. .:.:.; : 12ft.8in. �• 17ft.6in. N 0.8 0 n J 0 Q a) LL as �. L1.. r- •.._J � 5 ft. / - Lanai 5 ft. 0.8 F.F.E. 111 House Pools by John Garner phone: 904-743-2060 Designed by: 6 Walden Residence SCALE: 1/8" = 1' 1529 Marcheck Street John Garner Designed lot 172 Timber Bidge Ln Jacksonville FL 32211 Fax: 904-745-6150 9/6/2018 for: -::::??...:::::.:•:::•::::•:::::::•::::::•:•:.i,.:•:••••:•:•:::•:•••••:::::::::•:::•:•::4:;::::::-:::.::::: ::,::::: :::*ii..i...:.::::::::::;:::::i:ii:::::::::.:iii . :*.....::,::.::: 0::::;•:::::::::.:;:::::::::.i:::.0::?.... : :: :: ::::::::.x......1:410 03 10.5 Pool 372 sq ft :::::::::::::::::::::.:.:...:.::::::::y......y...:%-:•::::•::::::::::::::::::::::::::::::::::::::::::::::::::,:•,,,,,,,,,,,,,, :,..:•„:•:•:•:•:•:•:•:•:::.:„, :•:•::••••••:::::•.•:•:::•:•...,...„ :::::•:::::::::::•::•::**:::::•:::::::::?::*::::::::::::•••:::::•:::::::::::::::,-,..-:,,,,,,,,.....-. ..-:.:.:.:,....:::::::::?.:,...f.:.?:.:.:.:.:.:.:T:T::::t.:::::....:.:.:.:.:.:.::.:....:.....:: :::::::::::::::::::::::::::::::::::: Coping 113 ft • ..: iii..:::ii::: NZIkl F.,/ .::::::i.":.$iii::::.iiiiiii::::. 0.8 •••::::::.illiiliiTiiiiiiiiiiiiiiiligiiiiiiiNiNiiiiiiiiii::.:::::ii•iiiiiiiiiiilii•:. 4:::::::::::::::::::.:1::V:: 2' x 7'fire table +18" 6' x 6' •lanter+18" waterfaUs Deck 953 sq ft : :.:...:.:.::.:..im.6,.. ___,-' •:ii::::::::::•::::::::::::::::::::%. .......:.:::: ::::::•••.::..iii.:::•:::::.::::::.:&::::::i...:::::::•:...-...;.::::::::;::.: ::;ii.:.::....::.5.::.fri?.......:::::.::::::•:: i:e..4...c.........4 • Summer kitchen 251 sq ft • •••/.......„:„........„. ........ . _...,, ,•:••••••••••••••••••••••••••'•'''''''' ••••••••••••••••••••••••••••••. .........................................../_ ....,.......:.:::::............:.n:„...„., . .•"••"""""" "••••••••••••••••••••••••••••• •••••••••••••••••• .................... .••••••••••••••••••••••••••••••••••• •................. .......•••••••••••••••••••••••••••••••..x.,.........-.....x.x.:.............x..............: ............................ ............................. ........................... ............................ 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UPC 049389 1529 9KA EC(STEET JACKSONVILLE, SEL 32211 904-743-2060 'FAX.• 904-745-6150 www jofingarnerpools.corn garnerpoo(s@comcast.net September 4,2018 City of Atlantic Beach Building Department Attached please fmd a permit package for:Residential Pool permit application Riverside Homes 586 Timber Bridge Lane Atlantic Beach Dr This pool will be built according to the following: 1) Occupancy class is Group R-3 2) Florida Building Code—2017—6th edition 3) National Electrical Code—2011 Included in the permit package are: 1) Recorded NOC Lot sq.ft 8,250 2) Permit application Impervious 5,107 3) Electrical permit application 4) Tree Affidavit 5) Proof of Ownership Total impervious 61% Pages are as follows: 1) Pool design 2) Poolon survey 3) ANSIIAPSP 7,7& 15 compliance sheet 4) ANSI/APSP 15 Energy Efficiency compliance information 5) Pump curve sheet 6) PLM filter series filter sheet 7) PLM series filter flow rate curve 8) A&A Channel drain certificate 9) A&A Channel drain flow rate&installation 10) Sheet 1 of 4—General notes&details 11) Sheet 2 of 4—Structural details 12) Sheet 3 of 4—Suction outlet notes&details 13) Sheet 4 of 4—Electrical notes&details Please let me know if you need additional information. Sincerely, John N.Gamer,Sr. President ? Swimming Pool Energy Efficiency Compliance Information i Determine PpoSires: Note:These Requirements apply ONLY to the Filtration Purip Branch Piping to be &/4 Inch to keep velocity® 6 fps max.at n/it"" gpm System Row Rate. Sunk SAknne8 i to keep velocity® y rpm ma-at /81 gpm System Flew Rate. ANSI I ASPC!ICC-15 2011 Suction Pipingl to be �3 '; Flow Calcubatlane: ,� Return Piping to be T.7 Inch to keep velocity® �+j fps 1nIWL at /I ry 0 //cl / ppm System Flow Rata Pool water opium :?�4= /360= tel(' gpm-this is the calculated flow rata . Note:for pools under 11000 gals.the calculated flow rate or 36 gpm wlidtaver Is granter=the filtration flow rate Pump Selection: as Listed on Curve A or L (dude one) Nola:Is them en Auditory load on the filtration pump? ErYes No ^�/ Filtration Puny `/j (1 J(-) M01101114 m Flow Hato /(' / ppm 1 If so,whet Is the calculated ancillary flow rate .. 'S a ppm / _ Flowrote(Iwrepsed) / IIPm® l /Zj rpm • / l Main Drain Cover `7 7 (Y be AV/L L CI % Minimum sudbn side pipe size®6 fps_ la Minimum suction side branch pipe size Q 6 fps N - In. Dolarmino the Number end Type of Requked In-Floor Suthon Outbb: Chock all Uel apply. Minimum stun side pipe elm @ 8 fps 2 In. Minimum return silo branch pipe sire®6 fps I in. l I 0 3'-0. �0 2 suction outlets® ppm max,lbw 1 I Determine Filter Sha: I-1 Q O O° 3 suction outlets @ ppm max.pow Filler Factors(GPM/SF):7/III r v[ 'arlridge(0.375) D E(2.0) Sand(15) LAY'" I I `,Cl`i_ channel drain @ /y7-• ppm w/ et)/4„.,-s porta .7'- i 9 -� .. � zC FIOeSIzo: �,a,,r (rtrr.o seams p �e Total Head In Feet Conversion Chad Flow and Fddb11Loss Per Foot Indies Mercury(Vacuum Gauge) Schedule 40 PVC Pipe Pump Controls: o x 4 e a ro 1x 14 1e to veer-rwwSaud FAlmtl xl pump lois no auxiliary load-standard time dock A/A- 0 a1 21 45 61 13 to use i11 1n1 x61 °�°�'. 6 6 ro 23 41 U 11 44,1 111 162 Lal 2a1 al ' /148. a1r 2Ip1 67x 1W6 /19 4a a/ II 154 717 144 162 914 a.7 7446 18 5148. em W aN Q@n 327 Filtration with auxiliary bad Coned model for low data 11 within 24 hrs 35 62 ns 447 412 112 xw a9 a6 212 r 7748m ora 67482 aro lepra au pump ry speed V-5 3•95e- 32 fid IL lea t62 711 ae IIs 462 Iv 060 141)qpn 0.4 7 121111 09 bar DX 111610Moo ora' Wpm 610 114 179 11 11.3x66 w x61 17.416 IU 66 4' Man 614448. OWW 1a48. bar Healer Model: Al,fr 116 tat MA me a3 al 273a7 312 m r 534,336 p@ 112 ora M7 NA 217 no x62 a3 a7 no w 316 e0416211321608361 na 33.7 as 252 xra 716 Q6 xla *2 Al Gas Heebr Eflidon RatingA//9 w a1 263 274 11 462 xl 13 111 11.1 TDH Cakarlatlon Options cY (No Pilot Light) m n1 a4 271 a/ 721 11.A 17 746 412 '4614 Far oath pump 11 x14 4.7' H.1 462 342 17 1D IIIm 4661 Heater Pump Efficiency C.O.P N ilk' 12 as 11 322 144 mte 1/ 412 419 „,re3 a1 I Check one. 44 can a2 449 19 1.1 Au Al 1s1 K1 WA 1 ' I Simplified Total Dynamic Head(STDH) 11 12 7461 11 11 HA AU IIA AV WA &l .._. . ... .. _. .. . _ ___ s Ha a/ 12 444 a7 w u2 ma ,¢2 e6/ Campblo STDH Worksheet-Fit In at blanks. 1e 1a' 144 na a7 an ax W6 ae eea Wa Total Oynamlc Head(MN ANSI 5 &ANSI 7 Compliance Work Sheet 17 12 749 01 Ail as DU 671 dl _AA 1116 I I 16 411 n3 al a4 m6 46 a1 n4 e1r 61/ Complete Program or other mks.Fill In squired blanks on m 411 162 464 W7 121 112 674 747 1x9 642 wnrksheel&attadl mkxlabons. Delennkw Simpilied TDH: A 462 ae WI e1/ 162 672 11D 126 642 749 1. fv) 31 435 W3 W/ /12 673 446 121 646 no 161 1 VMaxlmomFlow CoPaaty Distance from pod to pump In feet (,p G a Wa A.1 m2 673 1/ 1x1 MA ma eat n2 of the new or roplecement pump. 2. Friction loss(n suction pipe)la 3 Inch ppe per I R® / 7J(-1 gpm= L 1y (from pipe OowlMckon loss chili) 24 AA s.7 CO m 642 s e// r13 41 MA Ell 51.1 CI HA OLT � 726 751 3. Q 4848) pipe / / gpm. '` 0aj(AWP ) m , n3 W6 6n 641' Al 711 712' HO "711" INA Friction lost n return b 2 •.7 inch per 11l a iow/trklton 1111 chart 1 NI /U w3 roe 11 n4 716 ,tu 711 MA- 17 ¢A PI 644' 112 1146' 717 761 712 rw 147 7 5 F S/ owner ' Determine Simplified TDH(CONT1NUEDk 1 /47 741 113 n2 717 761 744 W/ 1x3 eu / /' �1 4 TDHIn �/ A 111 612 '712 n1 770 712 182 621 n1 672 /•U£Z 5, ` i-'" r 1 W2 711 7L 711 712 Aa al 211 VA 11 / ( 1. ✓ L-% moi- • L ;l U 119 712 762 714 W.7 622 413 417 110 543 4/ /,/ Ay O 4. n Lir % ran d ��•�• . Feller/Holbrbll fnTOH D 119 762 MA W7 610 612 I7D 11.7 _612 as . .... C tK J / ✓� 1 712 761 ai 0 112 09 ®D WA 144 109 /(� �1`a L 5. kaon urn.rpt 0 Ad1�11✓it 66/ 1,48 Al other losses 54 R6 W2 111 16.1 176 16 121 644 MD 162 OP /�C. C L�/ i)J 7-(#IJa,./ D WD 111 au pa 4V 02 NA 1117 Al 1013 r K 116. Q�- Total Dynamic Hood(TDH): 111= NOTE REI.D TDH MUST BE EQUAL TO OR HIGHER THAN THE ` 75-11 G7/�SL C/�►�4 CALCULATED TOH. 8oi1K Np1e OFFICE Lo:,./1 x`5 4 %fi f• - e)2,1 - LAI 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 PA" 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. i.//r 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0 01- • 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. 4/5/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 . IntelliPro® VS 3050 High Performance Pump B cn • Dimensions and Performance ' 3 0 el 0x CICV- LISTED CSA Certified listed a ZA 120 i 35- A 100 . 30 03450 rpm 2 3 25 80 @3I 10 rpm gtZ a °� 20-� 060 I-iii 1s- @2350 rpm '` 40 io 20 @ 1560 rpm 5-' 750 rpm 0 20 40 60 80 100 120 140 160 U.S.Gallons per minute 5 10 15 20 25 30 35 Cubic Meters per hour --- 43 - 26.406 u _ 7,---.W_ I_ g-: ' �1 li ' . 1 __11.047- ---- I I 74,,,,,--------,,, 4b..!. .. --4 : , , 4 N , A ==.," k--- , 14.4801 ©� s� Q ,4,°`% t'- ( V 0 I w ® ® 10175 See page 494 for replacement parts _= 181 . s TI I rs !- —pe.-4•I-..et, ^ -,- PLM Series Filters �/ STA-RITE' i� • Typical Installation–aboveground pools,inground A pools,and inground hot tubs • Quality Construction–Durable two-piece tank housing constructed of rugged ABS thermoplastic to ' "'4_s ensure a long-lasting tank life — • Easy Access–Posi-Ring locking ring provides safe,fast access to tank internals • Patented Design–The patented,innovative balanced ' flow design first introduced with the System:3 Mod 0101 Media filter is now available in the smaller System:2 filter, virtually maintenance-free operation for pools of all sizes • Low Maintenance–Complete media coverage System:2 Modular Media Filters combined with shallow pleats means greater dirt holding capabilities,resulting in longer filter cycles and less PLM Series cleaning Protected by U.S.Patent Numbers 5.653,831 and 6.036,853 ° Large Drain Plug—Filter includes 2 in. NPT Drain ports,which are provided with reducer bushing and 1-1/2 in.drain plug Sta-Rite's modular media filtration is the perfect match for both the inground and aboveground pool markets. Advances in media technology and balanced flow design provide dirt-loading capabilities up to 15 times greater than sand filters of equivalent size.Virtually maintenance-free operation for today's pool owner. The small diameter footprint makes the System:2 filter a perfect fit for new and retrofit installations. Modular Filter Tanks allows for quick change of filter medias without changing the tank. Contemporary style and matte black finish looks attractive in any pool setting. ,7-.1 ft_ "•-- -'--G - -- • PLM 100 100 38-100 14-36,000 18-48,000 23-60,000 2 in. 41 PLM 125 125 47-125 17-45.000 22-60.000 28-75.000 2 in. 42 PLM 150 150 56-150 20-54,000 27-72,000 34-90,000 2 in. 43 PLM 175 175 66-150 24-54,000 31-72,000 39-90,000 2 in. 44 PLM200 200 75-150 27-54.000 36-72,000 45-90,000 2 in. 45 PLM300 300 113-150 41-54,000 54-72,000 68-90,000 2 in. 53 ' Based on NSF recommended flow rate for commercial at.375 GPM per Note:Operating Limits—maximum continual operating pressure of 50 PSI. square foot. Pool/spa(bather)applications,maximum operating water temperature(internal Note:No backwash valve required. filter) 104'F(40`C). ilk PLM Series Filters 11 27002-01005 100 Sq.Ft.Replacement Module for PLM100 115 27002-0125S 125 Sq.Ft.Replacement Module for PLM 125 12. 27002-0150S 150 Sq.Ft.Replacement Module for PLM I50 27002-01755 175 Sq.Ft.Replacement Module for PLMI75 13 13 27002-0200S 200 Sq.Ft.Replacement Module for PLM200 27002-0300S 300 Sq.Ft.Replacement Module for PLM 300 8 19 9 U78-820P 2 in.x 1-1f2 in.Pipe Reducer Bushing 27001-0130S Spring Check Valve -18.58 l". --!---7-h---. 0 PLM300 '•. •\, le 55 '% Listed _ 1114 ej, ) __ �_� N1 i if-- --- i imiilti 11numikaii IWOi1drkii fl e — fw« I iL.-- --- t� i'tFl # i� lf I. f. .Th Piir ' 2tli 0. 11• I % Jr- III _I �i` � „. i --15.03 � __-._1503 All dimensions shown in inches. 20 in 18 Z 16 a14 c, 12 - CI10 CC 8 N g - PLM100,PLM125, PLMI50,PLMI75, Q 4PLM200,PLM300 Ct. 2 0 10 20 40 60 80 100120 140 160 FLOW RATE IN GALLONS PER MINUTE See page 332 for replacement parts. -::•. .•.11 0 .1. 11. " �r111 ,. 11 :,1 11 ���� ,11.1'1 111 /1 :11 'lv r��'r� 1 ���; ;��•.111.•,•,•11 . .. 11�'1 1,111 1111 / .. 11'1 III�11 1 ':C:� �� �lh l�i1 1 1 �� �», 1;`ti. 1 111:-•.�•I ;:�. �' „ � � „ . 1;11 1,11 1111 1 111 1 r♦ �;���:�;• :� � �'�„ 11 „ / ,,;til 11111 11111 1111,1 1 1 1 1 j \1;;� 1rlll y;; ;st ' �'i1 „ ;;l „, ;:1••11111,\11111., ;;;I 1;;11 1 1;,1 111 111 1, 11111 111111 11111, 111111 1 ..st 1 111111 1 111111 1 11,111 1 Irlll,1 1 �_-.- 7::•�,111„11111/� 1111,„ 111,1•, 111 11;11 1 1 111111 111111 1 111111 1 111111 1 11,111 1 1,1111 1 11111 1 111111 1 111111 1 111111 1,11111 1 1/1111 1 1 1 1 1 1 ,••�, 111 11111 HIrH /HH 1 111111 1 11111 1 1 11111 .1111111 1111111 .,+111111 IIINII ;,1111111 1111111 ..1111111,. 111111 ..+111111, .1111111 ,;;11H111,,;111111'I,,.:AI'1111 1111111, IIII�L.:'y�. 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A; 21Zi, ,,..„:„..,.",___„ CERTIFICATE OFOMPL CE : ,,,,:1;.,' - **A copy of this document should be retained by the pool builder for each drain installed on a given job :,.„„ .:,:,,.. _ .....,:,:,,,:.,, ** ;'ll gifi A&A Manufacturing certifies that the All of these products are manufactured at A&A's AVSC drains are certified through _: ''.' following model numbers meet or exceed all A&A's main facility located at 3750 w. NSF International• _ "' .: - of the requirements set forth in the Virginia Indian School Road, Phoenix,Arizona 85019 NSF International's World Headquarters are "="-- :,!r,, ::;_—• _•''•,Ill `'':_ fil Graeme Baker Pool& Spa Safety Act(VGB USA. Each drain is date coded(on both the located at the following address: _- !; 2008),ASME A112.19.8—2007, and NSF sump and cover)to identify month&year of NSF International 4.=;,::0,..4 1\ `'� t. 50 in addition to the safety requirements manufacture. P.O. Box 130140 ;. ?: _ outlined b the Consumer Products Safety 789 n. Dixboro Road _"..... > tCommission(CPSC). Ann Arbor,MI 48113-0140 =_= 1 (ii.;,Zfe--_-,... .......;::::.,„1,11 fi ----. AVSC Drain Models NSF Certified ......., ; � __._ 552921 552930 554581 554599 556316 556324 =:; y `:.:': 556332 556341 556367 556375 556383 556391 ---:-.4,.) 6:.11;;;:s-.1"-:1 MANUFACTURING ...,...-,...-, 556404 556412 556421 556439 556442 556445 Ii.:-:::;"....:7:: 556447 556448 556451 556455 556463 556471v ?;y558362 558371 '558320 558338 558346 558354 ====;:;; C� '•_== 558389 558397 558434 558442 558451 558469 _ '�`'`'1 0:::::-: Further confirmation of A&A's drain certification can be found at the following NSF website: __ (: fc,„,.-----= http://www.nsf.org/Certified/Pools/Listings.asp?Company=4N400&Standard=ASME1908 _ ,' ((1 ., ° For additional product information please follow the following links to A&A's website: _..:•;, 0:,;:? i, http://www.aamfg.com/ or http://www.unblockabledrain.com/ _ ' .. ' 0..i>"_-_:: ---'-'1.::: :: (1 ! Anytechnical information/questions, beyond what is available online, should be submitted via email to: �:.;,;1+ `` ' Jepson Sutton � R&D Director-A&A Manufacturing I jepson.sutton@aamfg.com == : 111111 111111: 111111+,. 1111111": 111111 1111111 'my '. m1111 n III, 1111111�,"'111/111, 1111111 MI r ',1111111 11111111:, r -.::+ ... - -- .�. ,.. .. If r1I 11 .111 l/I 1111111 .:1111111 nnm .:.1111111 111 111 1111111;', 1 , I 1 1 \ r 1 1 n r r n m _.nnm nnm nn n 1 ' :Y I '� 1'. 1 I �� 1 1- Sit 1111111/ X11111111 IINII 1 IIII IIr11! „1111111 1111111 Ill r':.;!, .,. c: 411111 ..,1 VII! n 1 ,I n , , 1 1 1 1 I/ '11 1111141 1.'llll►Illl '14111111►1111+11 11111111 1111111 11114111 I I Ila 11141► 114111 ►1 111 ��;�I L.11,14 1 !Irl 11 1'IHNII. 1 1111► INIIIII. IIIIll11. 1'1111111 11111111 11141411 111111 111111 11111 4 1 11111 1111111 111111 H11111 1111111 1111111 IlRllr 1111111 1111111 Ilnll'1 111111 1111111 1111111 InY1� ,.,1 *.44:0 1011.., .11111 111 . 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V ---- -- - --_ FLOOR DRAIN A&A CHANNEL Single & Dual Suction Installation Instructions Note to the Plumber: With the A&A Channel Drain (a submerged fitting) it is necessary to run ori_ ty one suction riser, per suction line, up through the floor of the pool. (Because the Channel Drain is an un-block able fitting, no other fitting is necessary.)This riser must be installed directly in the center of the pool, at its deepest point, and instead of installing a CAP on the top of the riser, for pressure testing, the Channel Drain must be installed. If a hydrostatic valve is required, see page 3 for plumbing details. The maximum flow rate of the Channel Drain, certified by the NSF, is 196 GPM (1.0ft/sec) for single suction &227 GPM (1.1ft/sec)for dual suction drains. Maximum flow rate for each model is not to be exceeded! NSTALLED SEE SEPARATE INSTRUCTIO �NSTAL LTHEDRAIN CHANNEL DRAIN INIA SEAT OR AS A SIDEWALL SUCTION OUTLET. NEVER BACKREST AREA! 1. Since the Channel Drain is to be installed olat the and that itbsng set at the propee, it is phelghtortant that s sint is ce it willtalled determinetly then the middle of the deepest point of thep pool depth. ol 2. In order to ensure that the Channel oBrain is set and directlytthe overphe ler owesgpointsn the pool where the drain the will from the top of the bond beam be located. (See Figure 1) 1 1 String From Bond Beam Form to Bond Beam Form 3. Plumb the main drain line to the { Bond Beam Form riser but don't glue the riser into I %/\ \\%j; the 90° EL or the 90° EL onto the \ \jam% s`. horizontal suction line until the Middle of Pool >/\,///'/ \\//\ length of the riser has been \� .�` determined. (See Figure 2) J \ �\\� / / 4. The top rim of the Channel Drain \\/ /.///\\ must be set so that the distance Pool Depth /\/ • \�//\ Plus 3 Inches \\ \ \• from the string to the top edge is: \/\/�//j///� the Pool Depth + 3". Adding the \\�/\� /// 3"to the pool depth compensates I This end view is added only \/\\ \ for the fact that the actual water as a reference to show that // // //�/ the level be \\/j \ line will be 3" below the top of the applied acrossl shouldde alsoendsas �\� � bond beam form or middle of the I well as along the length. \\\\�\\ �. Lev_. 6" tile row. ���—I> \//\///\\\/ 5. It is recommended that the 4 Channel Drain be plumbed with a iwiiiiii \/\\\/\\\/� minimum 3" suction line. /\/\\. l IF \ \ //\ij\/ Certified flow rates are based on //j//\ \ \i II\ \ \, \ �lipm \//\\//�/\\' /\\\/\\\/\ � plumbing only. \//\\\//\//\//\//\\// iNZ 7%\//i > %jam/amj//� /\///\//�\//�; 3" plu g Y /\\/\\//\/\\/\\� \\• \\ \\ \ \\ \ \ \ 6. Determine the suction line size ��/\/\/\/\/ t // // ///////// /.\///\�/\/ that will be used on the current installation and select the method of determining the Height of the Figure 1 Channel Drain (see Figure 3). 1 Revised 3.31.09 SITE PLAN LOT 172 AS SHOWN ON PLAT OFATLANTIC BEACH COUNTRY CLUB UNIT 2 APHIC SCALE AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. 0 15 30 ( IN FEET ) TIMBER BRI 1 inch = 30 ft. �_ _ DGE �j P.C. (50' R/W) 'Ayr, ........ N80.2 4'17"W 15.50' ��_ p f. 362,61g TF S PROPOSED WOOD � 1O ilailliftlS PROPOSED PAVERS04 75' VEA_ "II-11070111111141,0 : p.T. _ E N S PROPOSED CONCRETE S FUTURE 4" TREE LAY ION SITlE i 5.13' DOHyN stir S CHEMICAL TOILET ' _ ?ARKS NGII 24.08 .c_ 5 p,„, R I FLOOR ELEVATION -3� . e��`0'B. �I 30VE GRADE a m• N „>_DUAHPs�R �' h• N My. TOM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 0 1 f 5 i, ^ 24.00' TNG FACE OR PORCH TO BACK OF RIGHT OF WAY; 1 :� _�_ \a IBLE-FRONTAGE LOTS, FOR WHICH THE NON-ADDRESS 0 •ro m 14 �► YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING U) c4 ra -_ � O IGHT OF WAY. T� w.c ^3 I -- fP:c37'I 0 ' Tt 1 fl'.-;lIltIg o �a DENOTES PROPOSED WOOD . b 215 I'1�/ 10 "-. g 5.47 j' DENOTES PROPOSED PAVERS Sr € 3.54' SI 513' U DENOTES PROPOSED CONCRETE 0 . ONE PROPpy� i- DENOTES FUTURE 4' TREE a III o F,F,Tn RESID cE OT DENOTES CHEMICAL TOILET '® 10 7YpE .71.20> A' ����oo��.. I o $"ASIA n Fr qB,nt654 RDOA ELVAT1Qv h e 44.75, A OUST 6E 24'000115 GRADE 3 X94.75' CD LTO •SETBru$•• • ) 4T IOW-101*0 Tn.rax a 00)0, TO 11..Or 041T a wAT AAO h 5 TED rnw CLIC.raa 00 Fmol m finers 10041 Cl'ran E ro. 18.67. •-� 4L.70 0OA.,T/00wa<-1708TA¢LOTS,MR,,•L0r n¢,OT-+57165 55 10 2,axvue TAAO s>.Au eE 10 MET ru0 naga„^E OT 13 5..: C' CAH H 5.15 F' .10E TO IS. w LIGHT Cr FAT. iiir O ' 4.5, k( �. � '):111,+1•!8 SaLP a loves a� IMPERVIOUS COVERAGE '`i1 1126.8?../didr +L�.F�Nf�y Iwaortc F 1 f5-73' • so-ft! 0013.h x , 601rL 10 n �O fA.L 3' LA�'L .•.4 n 0030 5•.n w..c / !17 15-08 itl o= 6I% ;� ;s:e Qoo� I m ft,t-^ BUILDING COVERAGE 0 ate �i�l 4350 F4.FL b." ��� Pool deck V `t> iS- 7ft1 �43,3� �,L TOUT_SOD BREAKDOWN7•1,11.1 '' ')op_/�� .11:0 �� P 4/6/4//I.., LOT 804 6,350 Sc.FL \ `d/l7E /�t0 R/3 TO 0100 635 60.FL /``_ 00055 SO0 AREA 6.OM So.FL ` �� FOUTIA la,j I� 001/530161 SL/,6 3.342 o.F. PA?® A�C�7* LEAH 501 0010 Si.FL �IV/ LEN ALK 066 FLSFDETIO A/C PALO) 5 0 n3 So.Ft - "`�L4 ( f�`(,E 050 Facts)a ta Wan 04.40 • >. -�,_, gip _ 10231. alsEnvAn0i10 S4.FL 10.3 L2 ID?5LJ 400T-0!IS 4,460 so-FL LST SW AF'Fa 4,595 Si FL GOLF COURSE LINEQ:ek) Sl.t0111\ TABLE l 1010 1 104051 ll. 10.5 1 LT1.1 I sicrae res 550too"' `"' t d C U(F) 6F0'2A',rvl/LW I � F- BASED ON THE CENTERUNE OF TIMBER BRIDGE LANE AS BEING N80'24'17'W. 'ATIONS SHOWN HEREON ARE BASED ON NAVD 1988. OWN HEREON LIE WITHIN FLOOD ZONE'X' AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY NUMBER 120077, PANEL NUMBER 0408H, DATED, JUNE 3, 2013, SUBJECT TO LOMR L27P, DATED DECEMBER 22, 2014. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD NT REPOSITORY, DEPARTMENT OF PUBUC WORKS. EFERENCEO HEREON ARE BASED ON NAVO 1988. IND FOUNDATIONS OR UTIUTIES&NO IMPROVEMENTS. OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. ETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. TENDED TO BE VIEWED AT A SCALE OF I'-30' OR SMALLER. 105 DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UNITS MUST REMAIN UNCOVERED &NOT ENCLOSED. RS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL VEGETATIVE, AND UNDISTURBED. RE IN FEET AND DECIMAL PARTS THEREOF. N IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING,EASEMENTS OR FREEDOM OF ENCUMBRANCES. N WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL UNES OF ANY FEDERAL STATE, REGIONAL OR LOCAL AGENCY. AISSION OR OTHER ENTITY AND ANY UABIUTY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. ,PARISON IS MADE. MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. N IS BASED ON INFORMATION AS PROVIDED BY THE CUENT. IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY UNES UNLESS OTHERWISE NOTED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. .BOUNDARY SURVEY. LLKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 2%SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL. AT A MINIMUM, MEET CURRENT STANDARDS. CROSS SLOPES SHALL BE NO MORE THAN 2R THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE ES(METER BOXES, VALVES,ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. :UCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 1ST MAINTAIN 3' AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. SITE PLAN - ADDED NEW HOUSE(1/22/18) (DDM/DBC) SITE PLAN - UPDATE HOUSE (6/26/17) (TJ/MEB) R:RIVERSIDE HOMES CERTIFIED TO:RIVERSIDE HOMES W15 W-001516 OXL6 rAT01 0. CV.- m'arum. BARTRAM 0f AM TRAIL SURVEYING. INC 0onm M F¢O/BOCK ROM OM=NAnnAL ammo CIAADE I aIRYA,VR 3•J.-[-001016 SA U9101T r - moanerq -w . LAND SURVEYORS — PLANNERS — LAND DEVELOPMENT CONSULTANTS 3,4, X153`A"� 00 1046 P.O.-ODORS POnT K TAemICr 1 IKA 31 01 -MOMS 100 camuna NI'� 1501 GREEN COVE SPRINGS, FL 32043 10gI''AX 5904 284-2224 A �' `�"T"�` 1904 284-2258 X016 LIR magna 0uu DORM CLAY a3nTr"'L'"Aun,aa,T CERTIFICATE OF AUTHORIZATION LB X69 1 AR3a-CM=rAmeT LACE d.gAEm T canterCOPYRIGHT © 2017 ;ms a oe INF ua tnlu rF.I.R.M. FLOOD ZONE Ova*OwN "I HEREBY CERTIFY, that this survey graphically represents INOTATUJN: The survey hereon was made without benefit of obstroct or W/ ELEVATION: Athe results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram .,.. direction and comolies with the latest Standards of Trns c„r,.o,ann mnL* nn C001ifnnllnn0 ronnrriin„ infnrrnnNNnn PANEL NO.: 120075 SITE PLAN LOT 172 AS SHOWN ON PLAT OF APHIC SCALEATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 87, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. 0 15 30 ( IN FEET ) TIMBER. DDr l inch = 30 ft. l�jti1DG P.c. LA X50' RA) ` R 15.50' _"-_ F,:. 362. co 15.50' �� S PROPOSED WOOD 126.5-6-y .C S PROPOSED PAVERS �5-_ .==►,o �`' S PROPOSED CONCRETE JE4 �1 N an II _- 4.1 sibEWALrf S FUTURE 4" TREE 5.13' LAY 0041 ON Si , S CHEMICAL TOILET KING 24.0 ;Waft' ■� ti I FLOOR ELEVATION al ,FFF0, . 10 0'B.R.L 30VE GRADE ,a ,': N ,ISE 01.44p 87ER ,lt IDM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 0 40 1 i DRI AY j• �^ 24.00' INC FACE OR PORCH TO BACK OF RIGHT OF WAY; 1 1J1.���1 a. IBLE-FRONTAGE LOTS, FOR WHICH THE NON-ADDRESS O h m roar/ YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING 10 ^v " +n Q IGHT OF WAY. e� m I 1r121.6T I N Q DENOTES PROPOSED WOOD 2151'j`QI�NI���'^ Lp • 6 53 •r I m 5.47 3.56' TI.. DENOTES PROPOSED PAVERS € 3.54' 5.13' E DENOTES PROPOSED CONCRETE 0 OP m PR • - DENOTES FUTURE 4'. TREE rtt DENOTES CHEMICAL TOILET a ' ° ONFFE RE poNCE a ANASTASIA n PER ORB,WHISH FLOOR ELEVATION 44 75 OUST 80 za-ABOVE SHADE I X 94-75' of E •SE/9ACR5• 0 ACR-50 FEET FROM FAX(1'.WAGE TO BACs OF RTOFT Of NAY AND Ty 5 FEET Luca PJ4Op+c FACE ON 00004 ID 8404 OF MONT of NA.; (D 1 18.67' 3C9r COPNER/OOVBLE-TNURAGE IDIS.TCR TPC05 ME N 4 AZORE50 o VONT/VA III=TARO SMALL BE+0 LEFT MY C,IA(E OR SAO, 4.6 "�''ff C S VEREC 5.13' E"' -ACE 10 RAO(OF P:QIT s NAY. _ ' k 1 ' �5;;1'1116.1 N it 1118. 7 SRLP e% 6 a IMPERVIOUS COVERAGE 5.13, ` ": rlt'lt�l�. .}(,"A}LN�'vy 110014404$Sq.rel LOT 55.Ft. I x 4 1L • .55.rt. 15.250 304.n.150.4x t 61‘11- `A J . P`/041 / Po 9 : gZ1jO 4 I I` - _b 18.08' P�4.�� aPO - BUILDING COVERAGE alliir : :frr? .r CaS,RFD 50 FL LOT St FI. *.\ .\-,. ...) 2,142 55.FL 6.200 Sp.Ft.'40.50 . Pool deck Gi 5334 p+ ``D /S r a $00 TOBT SN 711.250 \')DD D��� - TOTAL L01 6,7'0 SSE FL tem101.1 1 AREARET 825 Sq..FI CRESS SOO AREA 8.035 5p.FL ❑ 0%cuenn+5 P FOUNDATION SLAB 3.342 On.FL DAIEWIY 1,016 Sp.FL LEA]WALK 0 5p.FL SILT L� 90EWALN AREA 111 54 Ft. SIL 1 .GNCE A/C PANS)0 GARAGE 9 S FL .... `I + (T)10) SEm:¢DDDR BAB a. 10.3 WATER/CpIA.ERVATION 0 S.FL L2 - TPJAL 11000-Gl10.5 4.490 Sp.FL - IT ACD-PFA 4.595 S3.FL GO)� COURSE +1 1 ............. /.... :1) UNE TABLE ' 1 1)44 I 503CA7N L•00 ����`A,tr t�� 10.5 LT(P) NAOzA•IrN 0000 A L<IYF NEOze'1rTL map ra° BASED ON THE CENTERUNE OF TIMBER BRIDGE LANE AS BEING N80.24'17"W. 'ATIONS SHOWN HEREON ARE BASED ON NAND 1988. 3WN HEREON UE WITHIN FLOOD ZONE "X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (FARM.) COMMUNITY NUMBER 120077, PANEL NUMBER 0408H, DATED,JUNE 3, 2013, SUBJECT TO LOMR 127P,DATED DECEMBER 22, 2014. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD NT REPOSITORY, DEPARTMENT OF PUBUC WORKS. EFERENCED HEREON ARE BASED ON NAVD 1988. IND FOUNDATIONS OR UTIUTTES&NO IMPROVEMENTS. OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. E T10NS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. TENDED TO BE VIEWED AT A SCALE OF 1"=30' OR SMALLER. 10S DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UMITS MUST REMAIN UNCOVERED &NOT ENCLOSED. RS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL VEGETATIVE, AND UNDISTURBED. RE IN FEET AND DECIMAL PARTS THEREOF. N IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING.EASEMENTS OR FREEDOM OF ENCUMBRANCES. N WAS NOT INTENDED TO DEUNEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL UNES OF ANY FEDERAL STATE, REGIONAL OR LOCAL AGENCY, AISSION OR OTHER ENTITY AND ANY UABIUTY RESULTING THEREFROM IS NOT THE RESPONSIBIUTY OF THE UNDERSIGNED. JPARISON IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. N IS BASED ON INFORMATION AS PROVIDED BY THE CUENT. IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS OTHERWISE NOTED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. : TO THE PLAT FOR ADDIONAL ITEMS THAT MAY AFFECT THIS LOT. N BOUNDARY SURVEY, HLRS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE REUED UPON FOR CONSTRUCTION. FOR CORRECT DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 2%SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT STANDARDS.CROSS SLOPES SHALL BE NO MORE THAN 2%. THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE ES(METER BOXES, VALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. :UCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 1ST MAINTAIN 3' AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. SITE PLAN - ADDEO NEW HOUSE (1/22/18) (ODM/DBG) SITE PLAN - UPDATE HOUSE (6/26/17) (TJ/MEB) R:RIVERSIDE HOMES CERTIFIED TO:RIVERSIDE HOMES •.WT3 CON-MOWS LOGE OF NATER 1113 BAO(FF OAA ELEV...00.0113 r BARTRAM TRAIL SURVEYING, INC. F!.-COWESMIN41000001=00FgN.8[1050 WONDENOTES001100ECROYro/CIAOE010461050 .05-E-OD M.EA EASEMENT ��-0 OM � ""°"` LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 054000 OIFS YOIINE O. P.T.-DOMES FONT GE TARGE„" 1501 COUNTY ROAD 315 SUITE NO. 106 904 284-2224 PIPPO NOM Mi COWL coma. NI �� GREEN COVE CERTIFICATE OF' FL 32043 FAX (904 AUTHORIZATION LB #89 1284-2258 SUTTON CRT.-OEN0IES 1=04060000 A-DENO=NOT APFYCA&L/AVARABE CCD./.-OE)0155 CAT COUNTY MUTT wlMOgtt AWE)-CBi016 fASOiFI+r EASEMENTNACE FRAME COPYRIGHT © 2017 0 110I AMR CUM, Amo+TasmcT I N0TATION: F.I.R.M. FLOOD ZONE LETTdOF DAISY Ncnu graphically P The survey hereon was made without benefit of abstract or W/ELEVATION: MING. "I HEREBY CERTIFY, that this surveyrepresents FATE Funrx o.Tw my responsiblesearch of title, and therefore the undersigned and Bartram Y�NDITAMOY the results of a field surveymade under direction and complies with the latest Standards of Trnil RI rWOAAnn nonlro net rrorlifir•ntinno ronnrglinn infnrmntinn PANEL NO.: 120075