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1644 W Park Ter POOL21-0020 PoolOWNER:ADDRESS:CITY:STATE:ZIP: GRAMLING SCOTT R 1644 W PARK TER ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: POOLS BY JOHN GARNER, INC.4049 E BUCKSKIN TR JACKSONVILLE FL 32277 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172020 0164 SELVA MARINA UNIT 06 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1644 W PARK TER SWIMMING POOL SWIMMING POOL RESIDENTIAL SWIMMING POOL $75000.00 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. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 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. 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. 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. 1 of 2Issued Date: 7/9/2021 PERMIT NUMBER POOL21-0020 ISSUED: 7/9/2021 EXPIRES: 1/5/2022 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING PERMIT 455-0000-322-1000 0 $380.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $190.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $10.43 STATE DCA SURCHARGE 455-0000-208-0600 0 $6.95 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $912.38 3 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint (if used) must discharge into vegetated area 10 foot minimum from street or drainage feature (swale, structure or lagoon). 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off 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. 7 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. 8 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 2 of 2Issued Date: 7/9/2021 PERMIT NUMBER POOL21-0020 ISSUED: 7/9/2021 EXPIRES: 1/5/2022 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $912.38 POOL21-0020 Address: 1644 W PARK TER APN: 172020 0164 $912.38 BLDG SUBSEQUENT PLAN REVIEW FEES $125.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING $380.00 BUILDING PERMIT 455-0000-322-1000 0 $380.00 BUILDING PLAN REVIEW $190.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $190.00 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $17.38 STATE DBPR SURCHARGE 455-0000-208-0700 0 $10.43 STATE DCA SURCHARGE 455-0000-208-0600 0 $6.95 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R16281 $912.38 Printed: Friday, July 9, 2021 2:14 PM Date Paid: Friday, July 09, 2021 Paid By: POOLS BY JOHN GARNER, INC. Pay Method: CREDIT CARD 479340369 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16281 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION POOL21-0020 Doc# 2021140040, OR BK 19749 Page 1853, Number Pages: 1, Recorded 06/03/2021 10:59 AM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 OocuSign Envelope ID: 42356869-D7404822-B163-DDEC74750976 NOTICE OF COMMENCEMENT State of __ (::'--L _______ _ Tax Folio No. \'llool-0-o l {o4 County of D U...." d.t To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with 5ection 713 of the Florida Statutes, the following information is stated ~OTICE OF COMMENCEMENT. Legal Description of property being improved: l (oll 4 t:Qn: If;.nrH.e \...Q &>1\20.. OOQ.1]'00 Lln ~ \-Lt, Lof-llo b~~ lo Address of property being improved: lfo 4-L\. f:b.x' l Jt¥:'<P...tL ~ General description of improvements: _~"--'---.'-¼-'-'®~t.Y's"""-'-d. ____ -1=pa...ooo ....... ....,l ___________________ _ Cf\~ 1A_ \} .... l, r C"': I tl-l[j{ f\r.,.,,..t ~J)\AIV'1hu ~ ll)~·r Owner: '::::?l,;))U QC 'S,.t:'..-l 81 q ,Q M..1 !'~ , Address: _-=t-1_"1'..,_'1:__,_..:.M-M_.......:;;__...:1_,~~""-'-.,__....::...;·,;.a..-_..~=cc----- Owner's interest in site of the improvement:_'<t~-t'r~~-=--S_l_,_~'-"T~\. .... t:.-"--__________________ _ Fee Simple Titleholder (if other than owner}: __________________________ _ Name=----,--------------------------------- Contractor: P~o\s b~ ~'n._(l g)X(\if Address: l5L9 fY)~ St-CJQf. P. 8 U...l I Telephone No.: Qott 1 't:') WfoG Fax No: qoy 1 '-l6' (o l ~-0 Surety(if any)_.y..;~=\ .... A:-..._ ___________________________ _ Address: ____________________ Amount of Bond$ ________ _ 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 th' State of Florida, other than himself, dQSignated by owner upon whom notices or other documents may be served: Name: ___ ~-=-..._lft----'-------------------------------- 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 ~t~-(Fill in at Owner's option) Name:_---i~-.~1I~------------------------------- 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'-$ USE ONLY OWNER Ir DocuSlgned by: Signed: b ~ bV'AAtUl/\.1 Before me~ -!'6¥'5iiFCSWoM(n:· 01A 3/15/2021 Date: __ ....,.,,..-,---- in the County of Duval, State Of Florida, has personally appeared _____________ _ Notary Public at Large, State of Flor~a, County~f uval. . ~-~.• Mycommi55ion expires: _".3_\_:?,.:;;.· ..,_\1.._7J.\:=-+---"-"'---"'""""-"""c........,.-'--11--<~'-l"""-'-~- Personally Known: Produced Identification: _________________ _ POOL21-0020 DocuSign Envelope ID: 42356869-D740-4B22-B163-DDEC74750976 Building Permit Application a City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904} 247-5826 Email: Building-Dept@coab.us Updated 10/9/18 **ALL INFORMATiON HJGHLIGHTED IN GRAY IS REQUIRED. Job Address: liattLf AJ,rt T-ex:ca.g,e l.C)W" Permit Number:---!--------- Legal Description 5e1Qa ffirutOO lll\:ll-(o tot l0 R;A,t(o RE#1~i:J ..... W:;x....W.""""'-·--=o:;....;1L..:'24C-.L-__ Valuation of Work (Replacement Cost)$ !l6QDQ Heated/Cooled SF ___ _ eated/Cooled ____ _ • Class of Work: □New □Addition □Alterati on □Repair □Move □Demo ~ol • Use of existing/proposed structure(s): □Commercial [wf(esidential • If an existing structure, is a fire sprinkler system installed?: □Yes □No fv IA- • Will trees be removed in association with ro·ect? □Yes must submitse arate ree Removal Permi Describe in detail the type of work t-o be performed: QJ)flS'httuJ w.-ool Florida Product Approval # __________________ for multiple prod cts use product approval form Property Owner Information Name $~ Qf?:Htl t:\¥'0:M) [{).1 City vtf\Oilfrc, t:)~ ::J State Address \{ptly flgit T~ LO E-Mail _____________ ---~-----------~--+'-'--=-------- Owner or Agent (If Agent, Power of Attorney or Agency Letter Requ ired) ---------+---------- ft Zip SU:33 Phone __ -+T ________ _ Contractor Information I Name of Company A:)ol:t, ~ OOt\n @:a()XJ'}if Qualifying Agent ~~®c::=...,_,_n.c....,.f\__,..8QY;~-;:.,,,-=-l.f:Y;:..,-~....,...,~-;,--:---- Address \52-ll Wrirfli-e~ 6r City_~J:1bZ~~---State I ~ 'zip__.8~™=-=--=J __ Office Phone 't@ 14 3 W {aID Job Site Contact Nu~m:.;::.b.;:::er~-=.:::,""""'.~-;,.-:::-.:-=c;::-:::-r--=--r::----- State Certification/Regis-tration # e..e e... Ol.\qcW'l E-Mail 3,ar l\W ~0015 Ct. DDM..(!D.Sf. ne£ Architect Name & Phone# _______________________ .__! ________ _ Engineer's Name & Phone# t Workers Compensation Insurer &mril'CQYJ lwajy J:vLL OR Exempt D Expirati°in Date 3 t l t.z. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify t ~at no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standar~s of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL fORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addit'!°n 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. I OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be dGne in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM~ENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY 8EFORE RECORDING YO &D110'All"1J!'IIIYQf COMMENCEMENT. l bY'/U\\li ERES21-0130 Electrical Permit Application City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab .us !PERMIT#: lG;,l\q (-OJ~ TI:x(o.te.. Ll~t PROJECTVALUE$ (,pco.oo JOB ADDRESS: JEA INFORMATION REQUIRED ON All PERMITS: ____ AMPS □ NEW SERVICE: □ Overhead [:Residential (Main) Service: □0-100 amps []101-lS0amps Dcommercial {Main) Service: □Underground □Underground up Pole □1Sl-200amps Do-100 amps D101-1soamps D1s1-2ooamps Conductor Type _______ Size ______ _ □Multi-Family (Main) Service: Ol-100 amps □101-lS0amps O1Sl-200amps □ TEMPORARY POLE: ___ amps -□~ __ amps □~ __ amps -□..__ __ amps □ SERVICE UPGRADE: 0 amps ---[JCT Service ___ amps 0 NEW FEEDER {ADDITIONS, ACCESSORY STRUCTURES, ETC.): VOLT 0100 amps OlS0amps O200amps □~ __ amps D:T Service ___ amps 0 ADDITIONS, REMODELS, REPAIRS, BUILD -OUTS, ACCESSORY STRUCTURES, ETC: PHASE #of Meters Service ___ amps # of Unit Meters Outlets/Switches: ___ 0-30amps ___ 31-lO0amps ___ 101-200a ps Appliances: ___ 0-30amps ___ .31-lO0amps ___ 101-200amps A/C Circuits: ___ 0-60amps ___ 61-l00amps Heat Circuits: ___ # circuits @ ___ kw _.,}"Gmber of Lighting Outlets, Including Fixtures: @' OTHE.Jtll.ECTRICAL PROJECTS: ~imming Pool □Sign Osmoke Detectors ___ (Qty) Drransformers ____ KVA □Motors ___ HP □ FIRE ALARM SYSTEM (Requires 3 sets of plans): Qty ____ volts/amps ____ _ □ REPAIRS/MISCELLANEOUS: □Replace Burnt/Damaged Meter Can [pther: □Safety Inspection [)>anel Change OOH to UG Updated 10/17/18 Permit becomes void if work does not comme nce within a six month period or work is suspe nded or abandoned for six "lonths. I hereby certify that I have read t his application and know the same to be true and correct. All provisions of laws and ordinances governing this worr will be complie d with whether s pecified o r not. Th e permit does not give authority to vio late the provisions of any other state or local la w regulation construction or the pe rfo rmance of Own er Name: _ ___,.-...q.;,....,.,-->,_.~_..'""--'--.... ll~'------------Phone Number: ___________ _ construction. ~~ ~l(',n~ Electrical Companv==~ G=·o.,JSl/§6 Office Phone(':zP'l)a-,J.-7~ Fa x(zoq);;;...7J--7:;J;J.; Co.Address: .B3/~ fo..rkid&c l\ve. City:Or~./lff_{¾:u-t; State:~Zip: 32.o~~ License Holder: l)?'t.V~cJ.. PT'L(.e.,tb e Certification/Registration ~: £C...ODD'2-'12..3 /J,~• •t CHO ft08ERTS {:'~ ·) No t;i ry Public · St;it@of Fi.rii;i ,,~! Commission# GG 211925 ··-•• ~~.r,i.-•··· My Comm. Expires Auv 21. 2012 oonaea throu!i h Nationa l Notary As.n. I in the State o Florida, County of ersonally Known OR [ ) Produced Ide ntification Type of Identificat ion: ______________ ....._ ________ _ Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: {904) 247-5826 Email: Building-Dept@coab .us PERMIT#: POOL-Z-1-00W D Revision to Issued Permit OR ~rrections to Comments Date: lolq1zo2,1 Project Address: I !t'.2 44 Prut. TtX '('(lee. ~w.+ Contractor/Contact Name: Pools lo~ Do bO{(\.U Contact Phone: C{_f) ct 1Ll3 weoo Email : @Q,J(\'€,fpools (y ~ C16-t-. (lCJr Description of Proposed Revision/ Corrections: 1D~n tJOX(lif affirm the revision/correction to comments is inclusive of the proposed changes. --~~-~~~----- (printed name} • WjJ+ proposed revision/corrections add additional square footage to original submittal? 0 No D Yes (additional s.f. to be added: ____________ ) • WijYfjroposed revision~c_orrec~ions ad~ add~ti~nal increase in building value to original submittal? l:9'No D *Yes (add1t1onal increase in building value: $ ____ :----~ (Contractor must sign if increase i n valuation) *Signature of Contractor/Agent: A£ '// ±=" --~-+-----7-r--------------- (Office Use Only} D Approved D Denied D Not Applicable to Department Permit Fee Due $ ------ Revision/Plan Review Comments. ____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-De pt@co ab.us PERMIT#= Poo L ir -0020 D Revision to Issued Permit OR g'Corrections to Comments Date : G;,(z_t3(20Z./ Project Address: 1 '2L.Jq Fnlk. IfX:rQ.Le E-a.sf- Contractor/Contact Name: _Poo_-~l~-D~~Kf--CTQ_~fi[\_-6:t~OJ~-~"~€.(~-------------- Contact Phone: _1~4~3_2JJ~0~o=-----Email: 1lft\eJfrX2lS Q. MM..QASt. ltd: Description of Proposed Revision / Corrections: __ :"JD ....... -..h,..n._._-=f:t"""""Uf'-"-""'"(1 ..... f/=·'-----affirm the revision/correction to comments is inclu sive of the proposed changes. (printed name) • W.iJI proposed revision/corrections add additional square footage to original submittal? 0 No D Yes (add itional s.f. to be added : -----------~ • Wi!,vproposed revision~~orrec~ions ad~ add'.ti~nal increase in building value to original submittal? ~o . D *Yes (~dd1t1onal increase in building value:$ ________ ~ {Contract or m ust sign if increase i n valuation) (Office Use Only) i Approved D Denied D Not Applicable to Department Permit Fee Due $ ------ Revision/Plan Review Comments _____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 Doc# 2016268575, OR BK 17786 Page 2043, Number Pages: 2, Recor~d 1 1 /23/2016 at 09 :36 AM , Ronnie Fussell CLERK CIRCUIT COURT DWAL CO RECORDING $18.50 DEED DOC ST $4025.00 Prepared by: The L11w Offices of Rod Scbloth, P.A. 2) 87 South Third Street Jacksonville Beach Florida 32250 File#: RS16-4219 ,Record and return to: Scott R. Gramling and Kelly A. Gramling 12580 Highview Court Atlantic Beach, Florida 32225 \ \_otf~C\ \\ ~ General Warranty Deed Made this November 21, 2016 A.D. {3y Charles MicbaelBardmao and Susan Lynne Morris, whose address i ,• 301 Washington Street, Api 1336, Conshohocken, PA 19428, hereinafter called the grantor, to Scott R. Gramling, and Kelly Ann1Gramling, husband and wife, whose address is: 1644 Park Terrace West, Atlantic Beach, Florida 32233 , hereinafter called the grantee: . . . th" . and the ~-.... , tali I d . f (Whenever used herein the tcnn "grantor• and •grantee• include all the plrti<$ to 1s instrument ... 1rs, •• .,.. rcprcscn vcs an assigns o individuals, and the successors ond assigns of c:orporaliOllS) I Witpessetb, that the grantor, for and in consideration of the sum ofFive Hundred Seventy Five Thousard dollars & no cents, ($575,000.00 ) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants , bargains, sells, aliens, remises, releases, conveys and confinns unto the grantee, all that certain land situate in Duval County, Florida, viz: Lot 16, Block 6, Selva Marina Unit No. 6, a subdivision according to the plat thereof re orded at Plat Boc,k 34, Pages S 1, SI A and SIB, in the Public Records of Duval County, Florida. Said property is not the homestead of the Grantor(s) ljllder the laws and constitution of the State ofFlorida in that either Grantor(s) or any mem~ers of tht. household of Grantor(s) reside thereon. Parcel .fl) Number: 1720200164 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appe ining. To Have and to Hold, the same in fee simple forever. I And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has goo~ right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to s11id land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances! except taxes accruing subsequent to December 31, 2015. PEct;> Individual Wananty Deed -Legat on Face Closers' Choia: P00£S 6y J(YJ{:N qJI~CRu I:NC OPC049389 1529 :M)f'R.CJ[P,CJ(~P/I J}ICJ(SO:No/1££<£, PL 32211 904-743-2060 PJf.X: 904-745-6150 May 27, 2021 City of Atlantic Beach Building Department www.ionrzeamerpooCr.com oarnerpooCs@comcast.net Attached p lease find a permit package for: Residential Pool permit application. Gramling Resjdence 1644 Park Terrace East Atlantic Beach This pool will be built according to the following: 1) Occupancy class is Group R-3 2) Florida Building Code -2020 -7 th edition 3) National Electrical Code -2017 Included in the permit package are: 1) Proof Of Ownership 2) Permit application 3) Electrical permit application 4) Tree and vegetation affidavit Pages are as follows: 1) Pool design 2 ) ANSI/APSP 7, 7 & 15 compliance sheet 3) ANSI/ APSP 15 Energy Efficiency compliance information 4 ) Pump curve sheet 5) PLM filter series filter sheet 6) PLM series filter flow rate curve 7) A&A Channel drain certificate 8) A&A Channel drain flow rate & installation 9) SR400gas heater 10) Pool on survey 11) Site plan topo survey 12) Sheet 1 of2-SI Typical plan sections for residential pool/spa 13) Sheet 2 of2 -S2 Typical plan sections for residential pool/spa Please let me know if you need additional information. Sincerely. John N. Gamer, Sr. President CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 6/7/2021 Permit#: POOL21-0020 Site Address: 1644 W PARK TER Review Status: Denied RE#: 172020 0164 Applicant: POOLS BY JOHN GARNER, INC. Property Owner: GRAMLING SCOTT R 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: 1. Please resubmit the company cover page with the corrected code era dates for the Building Code and the NEC. Bu ilding Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@ coab.us 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 td the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date I and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a r evision 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 ma~ke d "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. Fence Addendum Updated 1/14/2021 ~~ City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Phone: {904) 247-5826 Email: Building-Dept@coab.us I/PERMIT# __ _ Job Address: Date: l(a~y e(lit I-tr(ate lA) Property Type: Lot Type/ Features: ~sidential D One Street frontage (inter 1o r lot) D Commercial □ More than one street fror tage (corner lot, through lot, etc.) □ Swimming Pool Fence Material: Fence Height (select a I that apply): □ Wood D Four Foot (4ft) D Chain Link □ Six Foot (6ft) □ Vinyl D Other -·-.• □ Block/ Stone (Plan details required for footings and/or retaining walls) D Other Fence location: I Please submit an accurate and current boundary survey showing all existing improvements {i ncluding build i ng footprint, driveway, swimming pool, etc.) and location of fence/wall and any gates. Plan details required for block wall footings and/or retaining walls and any portion or fencing above 6ft in height. I Will the fence be built in an easement? I ~ (must submit separate Revocable Encroachment Agreement) No I ~ree(s) be removed in association with proposed project? Yes (must submit separate Tree Removal Permit) 0 No Conditions of Approval: I • Roll off container company must be on City approved list. Roll off container cannot be placed on City right-of-way . • All old fencing and debris must be removed from job site by contractor or homeowner. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PRO~ERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OR BK r. 17786 PAGE 2044 In Witness Whereof, the said grantor bas signed and sealed these presents the day and ye!lf first abo e written. Signed, sealed and delivere 6~ t/ Witnes.s Printed N•m• _,b"---'Jf.:...:L.£i:...=:_-,J;___;Y,__•_,_f'/r_..:.t./...:A,1-:.t __ State of ~✓l.V./JNI/+ Countyof~ TI1e foregoing instrument was acknowledged before me this _/[2_ da Lynne Morris, who is/are personally known to me or who bas produced COMMONWEALTH OF PENNSYLVANIA NOTARIAL SEAL Joyce Jordan, Notary Public Warwick Twp., Lancaster County My Commission Expires June 30, 2019 MEMBER. PENN YLVANIA A IA I DEED Individual Warranty Deed • Legal on Face Oosers' Choice (Seal) ,. ·I POOL21-0130I. j'::::i c:~ d' ~ {> TREE REMOVAL PERMIT APPL ICATION City of Atlantic Beach C: ~ "fl _-:,: Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 (P) 904-247-5800 DR INTERNAL OFFICE USE ONLY -;D_aH)?. Fl E# _______ _ INSTRUCTJONS 1. Complete and sign this application. 2. Attach required exhibits as listed on application checklist. 3. Contact the Community Development Department if you have questions. D Legacy Tree D Single-/ Two Family Residential D Multi-Family esidential D Commercial Industrial $ 25.00 $125.00 $250.00 $250.00 4. Submit the completed application and all required exhibits, along with application fees to the Permits Desk at Atlantic Beach City Hall. D Institutional Other Non-Residential $250.00 SITE INFORMATION ADDRESS 1644 Park Terrace W RE 172020-0164 SUBDIVISION Selva Marina BLOCK# 6 LOT# 16 -------------------------------- APPLICANT INFORMATION NAME Kelly Gramling l lo4~ ADDRESS ~ Park Terrace W EMAIL CITY Atl Beach STATE !l__ ZIP CODE _32_2_3_~ __ _ PHONE# CEL L # ________ _IRJ OWNER j O LEGAL AUTHORIZED AGENT TREE REMOVAL PERMIT APPLICATION PACKAGE CHECKLIST PLEASE ATTACH THE FOLLOWING EXHIBITS: *Additional information may be required, depending upon circumstances unique to individual applications ~ EXHIBIT A (Option 1) -PROOF OF OWNERSHIP: Copy of Warranty Deed that verifies recor of owner (Clerk of Courts) 0 EXHIBIT A (Option 2) -LETTER OF AUTHORIZATION: Please complete if the applicant is not the owner 0 EXHIBIT B -TREE INVENTORY and TREE PROTECTION PLAN 0 EXHIBIT C -TREE MITIGATION WORKSHEET 0 EXHIBIT D -TREE MITIGATION PLAN SITE PREPARATION CHECKLIST PLEASE PREPARE YOUR SITE AS FOLLOWS: D Mark all trees identified for removal w ith RED or ORANGE flagging, pair tor tape D Mark all trees identified for preservation with BLUE or GREEN flagging, 1,ain or tape D Mark property corners with stakes or paint D Barricade all trees to be preserved on the property at the dripline I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IN THIS APPLICATION IS CORRECT. I AG!llEE TO COMPLY WITH ALL PRov1s10Ns oF CHAPTER 23 (PRoTEmoN oFTREESAND NATURAL VEGETATION) AND ALL 0Tl1ER APPLICABLE cooes AND ORD AN~:. OF THI; OTY OF ATLANTI~ OEA~H. ~ ~ ~i: a/Jr/~ F APPLICANT DATE 02 TREE REMOVAL PERMIT APPUCA TION 03.01.2018 - ~ EXHIBIT D: TREE MITIGATION PLAN !J. . City of Atlantic Beach 5!, "7 It: ~ Community Development Department FDR INTERNAL OFFICE USE ONLY !:) ~ 800 Seminole Road Atlantic Beach, FL 32233 -~.o__g l !)::?-(P) 904-247-5800 PE ~MIT# Please identify the location, species and size (caliper inches) of ALL trees to be planted for mitigation credit in the area below or on a separate site plan. Please include existing and/or proposed buildings and any street names for ref ere nee points. . i'U> ' ~ el' ~I (~ .:;,, ti ~ --...... ~ ': '<. _.I . - I~ I ! I ,._ '( 3 . V I ® ~ ·t r.5 C)....l, (i ~ (! ~ ® r --- w,l w~ £ '\ . .,, ) ~ ~ r. -·· -""· ~ (\>) '-' .. (~ Q 2 ~~ '-' ~ "" r .. ~ ~ C ,CJ ~ ~ t:::,J --~ ~) ,@ ~ ~ PREP.A.RED BY; SCALE; 1 SQUARE= 02 TREE REMOVAL· EXHIBTT D: Tree Mitigation Plan 03.012018 , ,;y..:-\i•1:r.1 0 EXHIBIT C: TREE MITIGATION WORKSHEET ,~, City of Atlantic Beach If %) Community Development Department Ff R INTERNAL OFFICE USE ONLY 0 ..s 800 Seminole Road Atlantic Beach, FL 32233 -~ws>~ (P) 904-247-5800 PEIRMIT # List the species and diameter at breast height (dbh) of all trees identified on EXHIBIT B ID DBH SPECIES IIX"= "[ ]''= "Ou= COM!\ ENTS (for use by City Staff) removing preserving replacing 1 ""4 f>A\t--\ • 2 \'r/2-\All).'\ev C)~ • 3 2s'I.. .... tv\..~~-&. -A " 4 43 14 } Ii 1 1:-U C()CL.k_ - 5 7 l/4-I a.11 rlP Oab • ~ I 6 113 /4--/ 1111 rlf. f.JtJ.lc • I /31/4-A~Ln< I 7 () 8 t 1/z_ fJl~ ll I 9 311/4 /'v ... AJVI Da.k.... ~ I 10 ~01/~ ~tt/1/ ,{kuh_ I) I i.,. I 11 lo .u~ 0 I : 12 fld ¼~ ~rt_)_ Oak. ' 13 /5111 1-~Alla.tKfJl_A.!1 1 , j 14 12-½ -~~ • I 15 5?4--1 , I . 16 I bi It, '~f ~l"A~ ' I I i 1 ..., ' 17 I . 18 cf 1. • I 19 5 1h ~ w~ ~ , I 20 \i Yt1-l i\(tl DCU!, • I 21 '.6' 1-,ve-~~ , I 22 ill l >-{ 1~ve..-~ , j 23 ~\ \[; l,;Jvf___ch__k-• I 24 \0h V I _j ,vt. l°o. J!l • I 25 ~ U\ l~w ~ 1 I 02 TREE REMOVAL -EXHIBIT C: Tree Mitigation Wo rksheet 03.01.2078 a(Q d-1\ \~ tn){L • I ~ EXHIBIT C: TREE MITIGATION WORKSHEET ·'E~-City of Atlantic Beach IS ~I Community Development Department !:;} ~ 800 Seminole Road Atlantic Beach, FL 32233 -!.g;H~"" (P} 904-247-5800 fOR INTERNAL OFFICE USE ONLY P~RMIT# _____ _ List the species and diameter at breast height (dbh) of all trees identified on EXHIBIT B ID DBH SPECIES "X"= It[ 111= 110"= removing preserving replacing CO Mr ENTS (for use by City Staff} d' ].,. -0 MJJ,~ ~ lb, V f1~? ,, ~-4-' , , . 3 4 5 6 .:,.., 7 8 9 1 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 02 TREE REMOVAL-EXHIBITC: Tree Mitigation Worksheet 03.01.2018 0 3 ft . I 5 fl . 3 in . T T Of f co m e r o f ho u s e c Ac c e s s Q) E a . T T ·5 er LU 0 0 a. SC A L E : 1/ 8 " = 1 20 ft . - 3 g • t o Gr a de ~::: : = = 7 f t = . :: : : : : : : : [ : : : : : : I = = : 7 ft = . 9=i n .~ J Y Pool 438 sq ft Spa 6' x 8' Flush Coping 79 ft Lid 40 sq ft Deck 414 sq ft Footing 53 ft Block 604 sq ft Steps 21 ft .E 0 ) ¢1 CIO i: o Ct ) Su n Sh e l f 0 Li g h t e d Bu b b l e r 9 ft . ¢: ! <X ) Ex i s t i n g Pa t i o 5 ft . 1 in. 23 ft . 1 in. Po o l s by Jo h n Ga r n e r 15 2 9 Ma r c h e c k st . Ph o n e : 90 4 - 7 4 3 - 2 0 6 0 Ja c k s o n v i l l e FL 32 2 1 1 Fa x : 90 4 - 7 4 5 - 6 1 5 0 De s i g n e d by : Jo h n Ga r n e r 5/ 2 6 / 2 0 2 1 4 Gr a m l i n g Family De s i g n e d 16 4 4 Park Terrace West fo r : \ Swimming Pool Energy Efficiency Compliance Information Note: These Requirements apply ONLY to the Filtration Pump 1 ANSI/ ASPC / ICC-15 2011 Flow Calrulallons: Pool water volume / S 6 o O I 360 = 'f '2..., gpm -this is the calculated flow rate Note; for pools under 13,000 gals . the r.alculated flow rate or 36 gpm whichever is greater:: the filtration flow rate Nole: Is there an Auxiliary load on the filtration pump? B Yes D No I If so, what is the calculated auxilliary fl ow rate q l, gpm Flow rate (low speed) S I gpm@ / 7 Z S rpm I Minimum suction side pipe size@ 6 fps __ 3"--_ in. Minimum suction side branch pipe size@ 6 fps N'.4-in. Minimum return side pipe size @ 8 fps :z.S in. Minimum return side branch pipe size @ 8 fps I . O in. Determine FIiter Size: Filter Factors (GPM/SF): 0"eartridge (0.375) □ D E (2.0) □ Sand (15) Filter Stze· q /.p ' (FlowRam) I . 375 = ?LM 300 (Fiilor Fact) (FIiler Sire) Pump Controls: Filtration pump has no auxiliary load-standard time dock ~ Filtration pump with auxiliary load-Control model for low speed default within 24 hrs Healer Model: I -n }. • I "t:"fiu?· S fl.. LI l)OH-D (Malce.J.blel and Size) Gas Heater Efficiency Rating ~/ 0 / o (No Pilot Light) • Healer Pump Efficiency C.O.P NJt ANSI 5 & ANSI 7 Compliance Work Sheet Detennine Simplified TDH: 1. Distance from pool to pump in feet z. Friction loss (in suction pipe) in 3· Friclion loss On return pipe) In Determine Simplified TOH (CONTINUED): 75 3 inch pipe per 1 ft . @ 2. 1 hJnch pipe per 1 ff. @ I 4. t5 X t O 1 (long1h of Sud. Pipe) (Ft of head/1 ft of Pipe) 5· (L:Z~~l X (Ft ~hs:t ~) I ~I l I -, gpm= , D 7 {fn m pfpe flow/friction loss chert) gpm= , 1) °I ( I m pipe flow/friction loss cha1) m inPiping: I 3 Filter / Heater loss in TOH Zlf All Jher losses ·---- To .. °"""" + (lll~ I 37 ' I I Determine Pipe Sizes: Branch Piping to be NJ+ inch to keep velocity @ 6 fps max. at N/J., gpm System Flow Rate. Trunk, Skimmer & 3 inch to keep velocity @ [½j ~=m I~ I gpm System Flow Rll le . Suction Piping to be Return Piping to be 2-5 inch to keep velocity @ fps max. at I 11 gpm System Flow Rl tte. Pump Selection: as Listed on Curve A or Ocircle one) Filtration Pump j Pt: /\J-t ,,_,1 /L. v' .5 t=' Maximum Flow Rate ~J_o_J_ gpm . Main Drain Cover I /tJA-r If IT f,.JN'f_ (_,, I De1ennine the Number and Type of Required In-Floor Suction Outlets: (MakeandModel) 1-·--Check all that apply. ;· D@ 3'-0" @ 21 I suction outlets @ ~======: I I gpm max. flow !=====! D @ 31 I suction outtets @ I I gpm max. flow l:=/=9={.,p===:I gpm w/ ....-0-N-L~ ports ~ le._ ____ __, I t) N L-I channel drain@ Total Head In Feet Conversion Chart Inches Mercury (Vacuum Gauge) 10 12 14 16 18 0.0 2.3 4.5 8.8 9.0 11.3 13.6 15.8 18.1 20.3 4.6 8.9 9.1 11.4 13.7 15.9 18.2 20.4 'n.7 25.0 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 5 11.S 13.8 18.1 18.3 20.6 22.8 25.1 27.4 2!1.6 31.9 13.9 16.1 184 20.6 22.9 25.2 27.4 29.7 31.9 34.2 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 ♦1.1 10 11 12 "ii> 13 30.0 32.3 34.6 36.8 39.1 41.3 43.6 45.9 48.1 51>.4 ~ 14 32.3 34.6 36.9 39. f 41.4 43.8 45.9 48.2 50.4 52.7 (5 15 34.6 36.9 392 41.4 43.7 -45.9 48.2 50.5 52.7 55.0 ~ ~1s:--t-:-:31c::-.o -+--:-:39c::-.2-+--::°"''=".6-+--::43"-,1-+--::46':-.o-+--::48':-.3-+-.::50.;.;;..&-+-=52.;.;;..8-+-=55::...o+-5t::.:..3=--a i --,;17:--it--,-'39':-.3-+--::41':-.6-+-.;.;:43::...8 -+-.;.;:48:..:... f -+--"'-48::...3 -1-.::50::...6 -1-=62.::..8 -1-=55:.:...1 -1-:::.51-:::..4 -1-59::::;.6::....a ~ ---;;18:--:t-:-:'1c::-.6-+--:-::43c::-.8-+--::46-:-.1-+--:::48':'-.4-+--::::S!l':-.8-+--=52.':-9-+--::::5S.'-'-1-+-=5t·c;.' +-==59-::,..7 +-6:c.1.::,..9 .... ~ 19 43.9 48.2 49.4 50.7 52.9 55.2 57.4 59.7 82.0 64.2 ~ ---:,20.,--t---,-48.2,-,-t---,-48,...,.5-+-_50,...,.7-+-_53~.0--"55"".2-+--"57.;;..S-+--"59:..:...8-+-.:;;;;62.:..:..0-+-..;.;64-:..:..3--1-.a.:61!::...5 ..... ~ ~ ~ ~ ~ ITT m ~ ~ ~ ~ 'N OTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TOH. Flow and Friction Loss Per Foot I Schedule 40 PVC Pipe Pipe Site 6 ps 1' 16gpm 0.14' 1.5' 37 GDIII 0.08' 2" 82gpm 0.116' 2.fl 880llll 0.115' 3' 13&aom 0.04' 4" 234 m,m 0.03' 8' 534 mm 0.02' TDH Calculation Options For each pump 1 Checkone. ~; Feet PorSooond 21 ~ 0.23' 50cmm 0.14' 82 ' 0.10' 117 l!IIITi 0.09' 18il!llli o.or 313 gp,\ 0.05' 712gJJn 0.()3' CJ Simplified Total Dynamic Head (STDH) Complete STDH Worksheet -fiD in all blanks. 26gpn 0.35' 62mm 0.21' 103 .... 0.16' 146 opm 0.13' 227oom 0.10' 392...,, o.or D Total Dynamic Head [OH) I Complete Program or other calcs. Fill in required blanks on worksheet & attach ca lculalioi'is. ~ximum Aowcapacity I of the new or rep lacemen1 pump. owner V ~ si,afu,,, C Pco tUfi 'l Cert. No. C:zRltlYl LI~ b lloLfl.f Ptr~K -,--~ IZ.1< /f-C'z ttJ 4 (i.,J.y /-,-'L. B cti Scale; None ?tJoL s /6y vt:>J-/1\/ G11-.e1v1, J1- GR ll 1nL,~c ;2"? ~ • ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Component Section 4.4.1.1 4.4.1 .2 Heaters 4.3.1.3 4.3.2 5.1.1 5.3.1 5.3.3 Pool systems 5.3.4 5.5.2 5.5.3 5.5.6 4/4/12 Requirements Heater has no pilot light Readily accessible on-off switch mounted outside of the heater I ' I i No electric resistance heating unless for inground spa with tight fittini cover with R-6 insulation, or for pool with 60% of documented pool heating from on-site solar or recovered energy. Heater efficiency: gas/oil fired heater efficiency at least 78%, heat purhp COP at least 4.0 Pool filter pump listed in database Pool filter pump with total horsepower 1.0 or more is multi-speed Ch eck Multi-speed pump controller programmed to default to the filtration tilow rate when no auxiliary ...- pool loads are operating within 24 hours and programmed with temp©rary override capability for W servicing. I Single-speed pump controller capable of operating pump during off-p~ak electric demand. [El Pipe before pump has at least 4 diameters of straight pipe. I 111 System installed with solar, or setup for the future addition of solar h~ating equipment by installing 18 inches of horizontal or vertical pipe after the filter and be ~ore a heater, or built-in or built-up connections, or dedicated pipe to and from the pool. I Directional inlets for mixing pool water. ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 100 90 80 0 U: -~ 60 -0 "' ~ 50 ~ 40 5. 0 Ill 30 0 1- 20 10 0 I I 0 20 INTELLIFLO® VSF HIGH PERFORMANCE PUMP [CONT'D ) Dimensions a1 d Performance Max.Speed .:--k I I @3450rpm ....... "'-.. I OPERATING RANGE FOR I . -i---..... FLOW CONTROL . I I I'. Sp~eed 4-' . ~ -.... -I'-,.,. ,; 3110rpm ~,..___ '-r--.... "- . --f",,,.._ ----... " ' . -C :.. r---... ' Speed3---~ ' @2350rpm "-r--...1 -. ... ... ..... ~-~ 5 I/ I I I ~ V Speed 2 ~ 1500rym """-,;;,. / -;._] ~ -I ~ -_v Speed 1 _i-.-;-@750 rpm I I 40 60 80 100 120 140 160 Volumetric Flow Rate in GPM Note: lntelliFlo VS+SVRS minimum speed is 1100 RPM 10.Bin [275mm ) 11.Bin 9.~ [301mm ] [232mm ] I 1. 5.61n [1 42mm } 23.4in [594mm ] 2.Bin [71mm ] 13.lin [333mm } See page 501 or replacement parts. I SYSTEM:2 ™ MODULAR MEDIA FILTE S PLM SERIES FILTERS Ill Syste m :2 Modula r M edia Filter s PL M Series Featured Highlights • Typical Installation - a bovegrou d pools, inground pools, and inground hot tubs • Quality Construc tion -Du r able wo-piece ta nk housing constructed of rugg ed ABS ther op lastic to ensure a long-lasting tank li fe • Easy Ac cess -Posi-Ring"' Locki g Ring provides fast access to tank inte rnals • Innovative Design -The innovati e balanc ed flow design first introduced with the System : 3 Mod Media fi lter is now available in the smallerSy1em:2 filt er, virt ually maintenance-free operati on fo :/:ools of all s izes • Low Main tenance -Comple te media coverage combined with shallow pleats means greater dirt holding capabilities, resulting in longer ilter cycles and less cleaning drain plug • Large Drain Plug -Filter includes 2 in. NPT Drain ports, which are provided with r educel t bushing and 1-1/2 in. Sta-Rite·s modular media filtration is the perfe ct match for both the inground and abovegrou nd pool I a r kets. Adva nces in media technology and balanced flow design provide dirt-loading c apa bi l ities up to 15 times greate r tha~ sand fi lte rs of e quivale n t size. Virt ua lly maintenance-free opera tio n for toda y·s pool owner. The small d ia m eter foot print m a kes the Sys tem :2 filter a perfect fit for new and retrofit installations. I Modular F ilter Tanks a llows for qu ick cha nge of filter m e di as without c h angin g the t a nk. Contemporary s ty le and matte black fin ish looks att rac tive in any p o ol setting. Orde ri ng Information Product PLM100 PLM125 PLM150 PLM175 PLM200 PLM300 Effective Filter Area (Sq. Ft.) 100 125 150 175 200 300 Flow Rated ' GPM (Sq.Ft.) Turnover Capacity [In Gallons) (Flow Rate x 60 x Hours) 6 Hour 8Hour 10 Hour SYSTEM·2 MODULAR MED IA FILTER -PLM SERIES 38-100 14-36,000 18-48,000 23 -60,000 47-125 17-45,000 22-60,000 28-75,000 56-150 20-54,000 27-72,000 34-90,000 66-150 24-54,000 31-72.000 39-90,000 ank Port I Size 2 in. 2 in . 2 in. 2in. Carton Wt. (Lbs.) 41 42 43 4 4 75 -150 27-54,000 36-72.000 45 -90.00 0 2 in. 45 113-150 41 -54,000 ' Based on NSF recommended flow rate tor commercial at .375 GPM per square lo ot. 54-72.000 68-90.000 I 2 in . 53 Not e : Operating Li mits -maximum conti~ual oper ating pressure of 50 PSI. Pool /spa (ba ther] applications. m xi mum operating wa ter tempe rature !internal filte r! 104°F [40°C) Note: No backwash valve required. SYSTEM:2TM MODULAR MEDIA FILTERS (C NT'D) ✓ PLM SERIES FILTERS Orde ing Information Product Description Carton Wt. (Lbs.I ACCESSORIES FOR SYSTEM:2 MODULAR MEDIA FILTER -PLM SERIES 27002-01005 100 Sq. Ft. Replacement Module for PLM100 11 27002-01255 125 Sq. Ft. Replacement Module for PLM125 11.5 27002 -0150S 150 Sq. Ft. Replacement Module for PLM150 12 27002-01755 175 Sq. Ft. Replacement Module for PLM175 13 27002-0200S 200 Sq. Ft. Replacement Modu l e for PLM200 14 27002-03005 300 Sq . Ft. Replacement Module for PLM 300 19 U78-820P 2 in. x 1-1/2 in. Pipe Reducer Bushing 8 oz. 27001-01305 Spring Check Va lve Dimensions nd Performance PLM300 PLM100 PLM125 PLM 150 PLM175 PL M200 20 18 16 ~ u ·;;_ 12 ~ 10 e ~ 8 e Q. 6 0 I I . MAX.FLOW .•..• I RATEPLM125 !1 MAX. Fl.OW ----y RATE P LM100 / I/ / ,v I/ ./1 V -0 IO ,O 40 60 80 100 120 140 160 Flow Rate in Gallons per Minute 37.6< 2.25 PLM100. PLM 125. PLM150. PLM175. PLM200. PLM300 '[112 All dimensions shown in inches. See page 394 . or replacement parts. d dfj~~~~-,~ t r t w t 1 J : ~ . ~ ~ ~ . ; - : - ~ ~ ~ J • : • : = • : • ; : J * : • : • ~ ~ ~ . ; - ~ ~ } f ~ : . . . . . ~ = : - · x , ; . ; ~ ~ @ • . ; , g ~ . - . ; · J ; : : ~ ~ 1 - . ~;[r~t:~,.,,.♦.'t 1u'1 .,.~ ,·•,~·.♦• I.\: 11*'.*t 'I.~ u.•u \: •. ,., ••.•. , .......... ," • ♦ . ' N b f , S N l N , ' I . \ , ' . . . ♦ l ' f ' , , . ~ . . . . . . . . . . . . . , . . . . . . . . . . . . . - , • , : ❖ • . , } ; ❖ ; • : ❖ , ' , , ' i ❖ : ❖ : , • . I ~ , ❖ : ❖ : ❖ • ' f , , : , ; ❖ : ❖ , ' . . : ❖ : ❖ : t , , • . . . . . . . . . ' \ 1 1 : v /,:::::: N A - · · ' l l i ' i ' i ' N A · · l , W 1 1 , ' & . . • 1 , W 1 W J 1 · · % W A W - - d l / . W A ' J 1 ; i / J : ! ! ! ! ! l ! ! ! ! ~ ! ! ! ! ! : ! : : : ! ! ~ ! ! ! . ! : : : ! ! ! ! ! ! f ! ! : : : ! ! ! ! ! ! ! ! : ! ! d ! ! ! ! ! l ~ J ,'j!,.O'" , / ; ' i - I ~* ' jf CER T I F I C A T E O F C O M P L I A N C E -: ., "' " "' " "' ., "' ., "' ~r~: t €::t~ ~!!:~~! ,~ ti **A copy o f t h i s d o c u m e n t s h o u l d b e r e t a i n e d b y t h e p o o l b u i l d e r f o r e a c h d r a i n i n s t a l l e d o n a g i v e n j o b * * '<ll-----:A-&-A-Manufaeru:t·in g - e e r t 1 f r e s - t h a H h e A H - - o f t h e s e - p r o d t 1 c t S c 1 w - m a n u f a c t u r e d - - a 1 - - - - k & - N s - : A . V S c - d r a i n s - a r e c - e r t i : f r e c r t h r o u g following model nu m b e r s m e e t o r e x c e e d a l l of the requireme11ts s e t f o r t h i n t h e V i r g i n i a Graeme Baker Pool & S p a S a f e t y A c t ( V G B 2008), ASME Al12 . 1 9 . 8 - 2 0 0 7 , a n d N S F 50 in addition to the s a f e t y r e q u i r e m e n t s outlined by the Con s u m e r P r o d u c t s S a f e t y Commission (CPS C ) . A & A ' s m a i n f a c i l i t y l o c a l e d a t 3 7 5 0 w . N S F I n t e r n a t i o n a l . A& A ' MANUFACTU R I N G NS E I n d i a n S c h o o l R o a d , P h o e n i x , A r i z o n a 8 5 0 1 9 U S A . E a c h d r a i n i s d a t e c o d e d ( o n b o t h t h e s u m p a n d c o v e r ) t o i d e n t i f y m o n t h & y e a r o f m a n u f a c t u r e . N S F I n t e r n a t i o n a l ' s W o d d H e a d q u a r t e r s a r e l o c a t e d a t t h e f o l l o w i n g a d d r e s s : N S F I n t e r n a t i o n a l P . O . B o x 1 3 0 1 4 0 7 8 9 n . D i x b o r o R o a d A n n A r b o r , M I 4 8 1 1 3 - 0 1 4 0 I ' A V S C D r a i n M o d e l s N S F ™ C e r t i f i e d 5 5 2 9 2 1 5 5 2 9 3 0 5 5 4 5 8 1 5 5 4 5 9 9 5 5 6 3 1 6 5 5 6 3 2 4 5 5 6 3 3 2 5 5 6 3 4 1 5 5 6 3 6 7 5 5 6 3 7 5 5 5 6 3 8 3 5 5 6 3 9 1 5 5 6 4 0 4 5 5 6 4 1 2 5 5 6 4 2 1 5 5 6 4 3 9 5 5 6 4 4 2 5 5 6 4 4 5 5 5 6 4 4 7 5 5 6 4 4 8 5 5 6 4 5 1 5 5 6 4 5 5 5 5 6 4 6 3 5 5 6 4 7 1 v 5 5 8 3 2 0 5 5 8 3 3 8 5 5 8 3 4 6 5 5 8 3 5 4 5 5 8 3 6 2 5 5 8 3 7 1 5 5 8 3 8 9 5 5 8 3 9 7 5 5 8 4 3 4 5 5 8 4 4 2 5 5 8 4 5 1 5 5 8 4 6 9 F u r t h e r c o n f i r m a t i o n o f A & A ' s d r a i n c e r t i f i c a t i o n c a n b e f o u n d a t t h e f o l l o w i n g N S F w e b s i t e : h t t p : / / w w w . n s f . o r g / C e r t i f i e d / P o o l s / L i s t i n g s . a s p ? C o m p a n y = 4 N 4 0 0 & S t a n d a r d = A S M E 1 9 0 8 F o r a d d i t i o n a l p r o d u c t i n f o r m a t i o n p l e a s e f o l l o w t h e f o l l o w i n g l i n k s t o A & A ' s w e b s i t e : h t t p : / / w w w . a a m f ' g . c o m / o r h t t p : / / w w w . u n b l o c k a b l e d r a i n . c o m / ~!ii!l ti Any te c h n i c a l i n f o r m a t i o n / q u e s t i o n s , b e y o n d w h a t i s a v a i l a b l e o n I i n e , s h o u I d b e s u b m i t t e d v i a e m a i I t o : : . ~ _ { . . . \ . . _ ( _ r , , ) : , ?;~~ J e s o n S u t t o n R & D D i r e c t o r - A & A M a n u f a c t u r i n g I j e p s o n . s u t t o n @ a a m f g . c o m . , fi',Y:f:t, S;l~miim'=in'nni;;;;:;imim"'iiii'iffiFiiffiiimi'~mii r ' i i o m i n r i i i m i m - ' m i i m i r - i i f f i i i i l ? ' i f f i i f f l i ' " m ' n m ? i i i m i ; ; r = : ; i i m m r ' i i i i m i i F i i i m i i i r i f f i i m i r , n T m i i i ; : ; : ; ; f f i i i j ; ; : ; = m n r ' i i m i f f i j ; ' " m i i i i i i " ' i i i m i i = i n m ' f f i " ' ' i m ' i m r " ' i i m n i M i m i i n r ' i m i m w ~ S ~ ; } ; ! t ❖ ~1t:~- , 1 ~ r , ' P 1 , 1 1 ' b . , f 1 ' i ' 1 ' 1 ' , ' , ~ , , . . . i " i ' l 1 ' , " 1 ' / r , : : : / = » ,::,;•.:., , ; : , , ' 1 1 1 1 1 1 1 1 ' 1 1 1 1 1 1 1 1 1 1 1 ' 1 1 / 1 1 r . - · · . - 1 : , , , 1~i~,0~;~;RWl~t~r!;~ : ; : ; : : ~ ~ ~ ~ : ~ ! ~ : : : : ; : ; : : : : ~ ~ ~ : ' . ! : ' . ~ : : : ~ : ~ ~ ) : ' . ! ; ~ : ; : ~ ! ~ ~ ~ ~ : ~ : ' . : ~ ; : ; : ~ : , ! ~ ~ : ' . ! : , ~ ~ : ~ w J L • : ~ ~ - - . • ' . · ~ t 1 V 4 f i J : ! t J ! l t i : f i l J A&A CHANNEL FLOOR DRAIN Single & Dual Suction lnstallati~n Instructions Note to the Plumber: With the A&A Chan nel Drain (a submerged fitting) it is necessary to run o nly ome 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 c nter of th ~ pool, at its deepest point, and instead of installing a CAP on the top of the riser, for pr7ssure te~t(ng, the Channel Drain must be installed. If a hydrostatic valve is required, see page 3 for plu;mbing details. The maximum flow rate of the Channel Drain, certified by the NSF. is 1 p6 GPM (1.0ft/sec) for single suction & 227 G PM (1. 1ft/sec) for dual suction drains. Maximum flo rate for each model is not to be exceeded! ; ✓ SEE SEPARATE INSTRUCTIONS IF THE CHANNEL DRAIN IS GOING TOi E INSTALLED AS A SIDEWALL SUCTION OUTLET. NEVER INSTALL THE CHANNEL DRAI IN A SEAT OR A BACKREST AREA! I. Since the Channel Drain is to be installed at the plumbing stage, it is important that it is i n stalled directly in the middle of the deepest point of the pool and that it is set at the proper height sihce it will getermine the pool depth . / · 2. In order to ensure th at th e Channel Drain is set at the proper height, a string must be run across the pool from the top of the bond beam forms and directly over the lowest point in the pool where the drain riser will be located. (See Figure 1) 1 3 . Plumb the main drain line to the riser but don't glue the riser into the 90° EL o r the 90° EL onto the horizontal suction line until the length of the riser has been determined . (See Figuie 2) 4 . The top rim of the Channel Drain must be set so that the distance from the string to the top edge is: the Pool Depth + 3". Adding the 3" to the pool depth compensates for the fact that the actual water line wil l be 3" below the top of the bond beam form or middle of the 6" tile row. 5 . It is recommended that the Channel Drain be plumbed with a minimum 3" suction line. Certified flow rates are based on 3" plumbing only. 6 . Determine the suction line size that will be used on the current installation and select the method of determining the Height of the Channel Drain (see Figure 3). I String From Bond Beam Fann to Bond Beam Fonn Pool Depth Plus 3 Inches I Bond Beam Fo This end view is added only as a reference to show that the level should also be applied across the ends 1 Lev.. well as along the len Figure 1 Revi sed 3.31.09 I l Max-E-Therm Pool and Spa H eater POOL ANO SPA HEATER Select e~•r;q-..,;r,..:::::,.1/ •~PE NTAIR • Lightweight -Lightest he ate r in it class • Best-in-class -energy effic iency* • Compact Design -Ideal for retro -i t installati°ins • Easy to Switch -Change gas sour es with insl~ltation oi separate orific e / / • Environmentally Friendly -All units are low rox • Rustproof Housing -Sleek. matt~ black enclqsure is made of Dura-Glas·· -an exclusivT Sta-Rite material that handles the heal and wealhens the elem ints • Lower Operating Costs -Bl.% efl ciency rating -rated 1st in its class for highest energy efficiency / • Custom or Retrofit -Oirect-con~ects to Sta-Rite System:3° Mod Media '-filter or easily fits other systems Foe ;ndooc oc o,tdooc ;nstallafons on pools and spas. Feat,ces ;nd,de ao LED tempecatL ceadoJ. w;th dual thermostat controls, temperature safety lockout, and 6-position control panel. PMG burner teGhnolo gy requires no outdoor draft hood . Proven Dura-Glas'" rust-proof construction with plastic ranifold aod PVC union connections. Heavy-duty (HD] unit with cu pro-nickel exchanger stands up to the harshest of applications. like low pH. high flow or heavy use. SR200NA SR200LP SR200HD 1,60767 l.60768 SR333NA SR333LP SR333HD SRI.OONA SR400LP SR400HD 460763 /460764 Max-E-Therrn 200 BTU Natu r al Gas Heater Max-E-Therrn 200 BTU Propane Gas Heater Max-E-Therrn 200 BTU Heavy Duty Heater Max-E-Therm 250 BTU ASME Natural Gas Heater Max-E-Therrn 250 BTU ASME Propane Gas Heater Max-E-Therrn 333 BTU Natural Gas Heater Max-E-Therm 333 BT U Propane Gas Heater Max-E-Therm 333 BTU Heavy Duty Heater Max-E-Therm 400 BTU Natural Gas Heater Max-E-Therm t.00 BTU Prop:1ne Gas Heater Max-E-Therrn 400 BTU Heavy Duty Heater Max-E-Therm 400 BTU ASME NA Heater Max-E-Therrn 400 BTU ASME LP Healer No!e: The Max-E -Therm' Heater is cenilied for low NOx ;;missions. • S tandard Copper Heat Exchanger 84% Efiicient. Heav~• Owty IHDJ Cupro~Nickel Heai Exchang-er 81% Efiic1era. 200 200 200 250 250 333 333 333 400 400 400 400 400 I I I I 131 I 131 I 131 151 I 151 I 138 138 I 138 . I 138 138 I 138 I ik9 149 I I I I I I ORDERED BY. The Law Offices of Rod Schloth 2187 S Third St Jacksonville Bch , FL 32250 904-372-9351 beach@ro d -law.com ·• PROPERTY ADDRESS: 1644 PARK TERRACE WEST ATLANTIC BEACH, FLORIDA 32233 FIELD WORK DATE: 11/412016 16110440 BOUNDARY SURVEY DUVAL COUNTY \'1 ..... '· l • ,. . ., ~ '°' \) I ! ',. J ,, _, . ' ' .•'.•eoYD.All·• •• t • e,v • REVISION DATE(S): iR EV.o 1118/2016) TABLt: LI 5 I l 0 5G '50-E 432.9 1'(PJ 5 11 °57'021 E 433.03' (M) L2 N I I 0 SG'SO-W 230 .00' (P) N I l 0 55'4 G0 W 230.29' (Ml I\ ,7 i 1 1 """I I I ) ~ ' . ·· .·•ii1ir·,~·· .. · 0("'"'"~ I her1b.t_ ceaify l fiFJund/~ s1giey of the hereon desaibed property has been made under 0 20 my dl~on~ • jj/11 ~r,;m 'lljiowledge and belief, it is a true and accurate representation of a suN/JtJb.at mite/$' Ille Sia • s of Practice set forth by the Flolida Board of Professional Surveyors '&.~oerf ilk&I. r SJ-17 of the Florida Administrative Code. GRAPHIC SCALE (In Feet) 1 inc h = 40' ft. ....... Use ofTlw; Survey for Purl)O~e5 othe, tha11 Jnte11ded, Without\Vr,nen Verific.lt•on, will be .it the U!.er·s Sole Ri\k and Witho1.1t lk)bilhy to the Surveyor Nolh109 ht!rton \hall be Cons.trued to GtVe ANY Rrghts or Beneftt~ to Anyone Other than thvse Cc:rt:if,ed . FLOOD INFORMATION: ~ r~~~imia:~s~~Tu~ti!~ff~~m~~,, . u POINTS OF INTEREST 1 NON'E l11:,IBLE m w CLIENT NUMBER: RS16-4219 DATE: 11/8/2016 BUYER: SCOTT R GRAMLING AND KELLY ANN GRAMLING SELLER: CHARLES MICHAEL HARDMAN AND SlJSAN LYNN MORRIS w ➔ .;:aw z ► • .: 1 r:.: a >W¥Z CERT IFIED TO: SCOTT R GRAMl ING AND KE LLY ANN G RAMLING; THE LAW OFFICES OF ROD SCf1l01 H, P.A.; OLD REPUBLIC NATIONAL TITLE INSURANCE C OMPANY; LIBERTY SAVINGS BANK, F58 This is page 1 of 2 and is not va lid without all pages. JAN SHIELDS ...., NORIANNE WRIGHT & lllffl"'."0'" 904.247.0059 ~~ ' N0RIANNEWRIGHT@YAli00.C0H r.. . w·..vw.exdctalaod.com P.866-735-19l6 • F.d(,6-744-2882 · 1 1940 Fairway Lakes Drive, Suite 1, ft. Myers, Fl 33913 1 s'.l LOT"""' •...!!,!.!!_IQ.FT, M110ENcl!liMA •.Jn!._!Q.FT, , CIAAAOEAAIA •-liL.Ba. FT, '"'-"""'" •...ll,IL• _ _,. • --1!(_10. "· E.XISllNQ MVERS •_.UlLSQ.FT. IXl!IT1NOl~'r"IOUI •..JZJL• PROP09ED flOOl/ IPA. •.-J!L_&O. "· MOPOIEDPAWN • -l11.,__ 8Q. FT' .......,.,........,..,. •..Jla...• NOTE8: 1.) AU. ElEVATIONS SHOWN HEREON REFERENCE NAVD<e. 2.) All n:NCES AR! 8' Wtt'L Utl.EBS NOtto OTHERWISE. 3,) TIUS srre PIAN COE8 NOT PURPORT TO IE A BOUNOARY SUR\'EY, ; t~ \i~ ~\-~ \ \\ .. \t 4.) IMPERVIOUS AREA PERCENTAGES ARE CALCULATED USING '(IOI; RUIE FOR PAVER8 AND POOU SPA. M A P S H O W I N G S I T E P L A N O F L O T 1 6 B L O C K _ 6 - A S S H O W N O N M A P O F S E L V A M A R I N A U N I T N o . 6 M R E C O R O E O I N ~ B O O K _ l i _ P A G E S 6 1 . . 5 1 B O F T H E B f f l R I T l " U l l . ' 9 " f W l ' P I O f Q t N A i - C W n Y , t M ! M . C E R T I F I E O l O : - f ! I U . - Y = • " " " = f f l ~ - - - - - - - - - - - - - - - - - ' ' ~ 1, ~ ~ 1 ~ t ~ i ~ \ >· \ ~ t / N C ~ O f ' ~ f . a . , _ m _ _ _ p a . - 1 1 , _ N O t ' V J I U O v m l ; O U f M J ~ T U l l a i ~ I W K D E M . O I . \ F \ O ' m , l , l ! C : M Q U ' W l ' Q t • ~ O ' l l : O t o . . i Q I Z 4 ' 1 ! f : J OFFSET D E P T H COMPLIANCE PRESUMED WHEN OFFSET = WATER DEPTH W.L. OFFSET D E P T H COMPLIANCE PRESUMED WHEN OFFSET = WATER DEPTH W. DRAIN BRANCH MIN. SIZE "ANSI 15 FLOW" @ 6 FPS (4) PIPE DIA. MIN. STRAIGHT PIPE SIZED BY "ANSI 15 FLOW" @ 6 FPS MIN. 18" STRAIGHT (HORIZ. OR VERT.) FOR FUTURE SOLAR PRIOR TO HEATERMIN. FILTER SIZE @ "ANSI 15 FLOW" PUMP SIZED BY ANSI 15 SELECTED FROM APSP LISTING AT "ANSI 15 FILTRATION FLOW" (AT LOW SPEED) SUCTION OUTLETS "ANSI 7 FLOW" DRAIN BRANCH PIPING MIN. SIZE "ANSI 15 FLOW" @ 6 FPS JJ PIPE SIZE CRITERIA (FPS) Pressure 8 8 ANSI 5 ANSI 15 IF NO WEIR OVERFLOW TO POOL, A SKIMMER MUST BE USED IN SPA SURFACE SKIMMERx(1) MIN PER 800 SFxSUCTION MIN SIZE "ANSI 15 FLOW" @ 6 FPSxMAY BE OMITTED IF "NEGATIVE EDGE" OR OTHER WEIR USED OPTIONAL VACUUM FITTING MUST HAVE SPRING LOADED COVER DIRECTIONAL WALL RETURN (TYP) MIN (1) PER 300 SF SPA WEIR NOTE: CONT. (3) #3 STEEL OF SPA BEAM VERTICALLY DOWN & UNDER THE ELEVATION OF THE SPA WEIR SWIMOUT WHEN POOL DEPTH EXCEEDS 5 FT #8 AWG SOLID COPPER BOND WIRE AROUND POOL / SPA 4"-6" BELOW SUBGRADE 18"-24" FROM SHELL & BONDED @ (4) POINTS MIN TO POOL PER "ALTERNATIVE MEANS" NEC 680.26(B)(2)(b) INSTALL AFTER BACKFILL & COMPACTION R RE C I R C R T N S P L I T A N S I 1 5 F L O W @ 8 F P S VAC U U M S U C T I O N SPA S U C T I O N A N S I 5 F L O W @ 8 F P S RECIRCULATION RETURNS MIN SIZE "ANSI 15 FLOW" @ 8 FPS SPA J E T S U P P L Y ( A U X . ) A N S I 5 F L O W @ 8 F P S SPA S U P P L Y ( A U X . ) A N S I 5 F L O W @ 8 F P S MAIN D R A I N A N S I 1 5 F l o w @ 6 F P S AN S I 5 F L O W @ 8 F P S SKI M M E R S U C T I O N MIN S I Z E "AN S I 1 5 F L O W " @ 6 F P S SKIMMER SUCTION MIN SIZE "ANSI 15 FLOW" @ 6 FPS SEE ANSI 5 FOR STEP REQUIREMENTS - MIN 240 SQ IN, MAX 12" RISERS TO 4FT WD SUN SHELF AS TOP STEP MAX 12" DECK TO SHELF STEP REQ'D ON SPA BENCH UNLESS RAISED 12" OR MORE FROM DECK Suction 8 6 DRAINDRAINAIDR BRANCHH MMIN. SIZEMMIN SIZE "ANSI 15 FLOW" @ ()x SIZE "ANSSUCTION MIN x TED IF "NETED IF MAY BE OMITTMAY BE OMITT DR USEDOTHER WEIR OPTIONAL VACUUMCUUM FITTING MUSTG DIRECTIONAL WALL RETURN (TYP) MIN (1) PER 300 SF #8 BO PO SU SH PO PE ME 68 AF CO @ 8 F P S RTN S P L I T PLI T A N S I 1 5 F LOFLOW W ON S FPS SKI M M E R S U C T I O CTI O N MIN S I Z E SIZ E "AN S I 1 5 F L O FLO W " @ 6 @ 6 F P S S R SUCTION OUTLETS "ANSI 7 FLOW" PIPE 1" 1-1/2" 2" 2-1/2" 3" 4" 6" 6 FPS 16 38 63 90 138 238 541 8 FPS 22 51 84 120 185 318 721 PIPE FLOW AT GIVEN VELOCITY (GPM) "ANGLE OF REPOSE" OR SEE CONTRACTOR PLAN x "ANSI 7 FLOW": DETERMINED ONLY BY TDH CALC (E.G. MAX POTENTIAL FLOW)x "ANSI 15 FILTRATION FLOW": 6 HR TURNOVER, MIN 36 GPMx"ANSI 15 AUXILIARY FLOW": GREATER OF SPA JET OR OTHER FEATURE FLOWx"ANSI 5 FLOW": 12 HR TURNOVER OR OTHER "ESTIMATED/ DESIGN" FLOW FBC NO LONGER REQUIRES EXCAVATIONS OUT OF THE "ANGLE OF REPOSE PLUS 1 FT". THE CURRENT REQUIREMENT IN 7TH ED (2020) FBC, SECTION 1804.1 STATES THAT "EXCAVATIONS SHALL NOT REMOVE VERTICAL OR LATERAL SUPPORT FROM ANY FOUNDATION." THEREFORE THE FOLLOWING IS REQUIRED: COMPLIES WITH 7TH ED. (2020) FBC,ALL VOLUMES 1. WHEN THE POOL DECK DISTANCE IS EQUAL TO OR GREATER THAN WATER DEPTH, NO MITIGATION OF THE SHELL STRUCTURE IS REQUIRED , AND NO SHORING OR FOUNDATION SUPPORT INITIALLY REQUIRED. 2. WHEN THE POOL DECK DISTANCE IS LESS THAN THE WATER DEPTH, THE ENGINEER SHALL PROVIDE A MITIGATION SPECIFICATION, EITHER TO PROTECT THE FOUNDATION DURING EXCAVATION OR STRENGTHEN THE SHELL FROM STRUCTURE LOADS. 3. IF DURING EXCAVATION, SOIL CONDITIONS APPEAR TO LEAD TO LOSS OF FOUNDATION SUPPORT, THE CONTRACTOR SHALL CEASE EXCAVATION AND CONTACT THE ENGINEER FOR MITIGATION SPECIFICATIONS. 4. IF AFTER EXCAVATION THE CONTRACTOR OR INSPECTOR FIND A LOSS OR THREATENED LOSS OF SOIL SUPPORT AT THE FOUNDATION, CONTACT THE ENGINEER FOR A MITIGATION SPECIFICATION. SHEET SHEET OF C KD B Y : VE R S I O N : PR OJ . N O .: 39 9 0 S R 6 4 E . Br a d e n t o n , F L 3 4 2 0 8 Of f i c e : 9 4 1 - 7 4 9 - 0 3 1 1 C. A . 2 7 1 8 9 K I M E S E N G I N E E R I N G ©20 2 0 K i m e s E n g i n e e r i n g a n d M a n a g e m e n t S e r v i c e s , I n c . Th i s d r a w i n g i s t h e p r o p e r t y o f K i m e s E n g i n e e r i n g a n d M a n a g e m e n t S e r v i c e s , I n c . & i s n o t t o be r e p r o d u c e d o r c o p i e d i n w h o l e o r i n p a r t . I t i s o n l y f o r t h e p r o j e c t & s i t e s p e c i f i c a l l y id e n t i f i e d h e r e i n & i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . I t i s t o b e r e t u r n e d u p o n r e q u e s t . DW G B Y : DR A W I N G: DE SC RI P T I ON R EV . D A T E \\ k i m e s s r v \ C o m p a n y S h a r e d D o c s \ 2 0 2 0 F B C 7 T H E D \ 2 0 2 0 F B C K E S t d E n g - r 5 . d w g OR I G . D W G : 1 7 " x 1 1 " ( A N S I B ) TY P I C A L P L A N & S E C T I O N S FO R R E S I D E N T I A L P O O L / S P A KE _ R S T D M C M J K K 0 1 - J a n - 2 1 21 - D e c - 2 0 S1 12 NOTES:x THIS PLAN IS SCHEMATIC & PIPING SHALL BE CONNECTED TO PROVIDE A FUNCTIONING SYSTEM.x POOL PIPING SHALL HOLD A STATICWATER OR AIR PRESSURE NOT LESS THAN 35 PSI FOR 15 MINUTES, PER R4501.12.1xPOOLS SHALL HAVE PUMPS SELECTED TOPROVIDE MINIMUM 12 HR. TURNOVER & MAXIMUM 6 HOUR TURNOVER.x DETERMINE PIPE SIZING FROM ATTACHED ANSI WORK SHEETS.x SPA PIPING DETERMINED FROM ATTACHED WORK SHEETS.x DUAL MAIN DRAINS SHALL HAVE A MINIMUM SEPARATION OF 3 FT, UNLESS ONE IS LOCATED ON A VERTICAL WALL OR A SINGLE UNBLOCKABLE DRAIN IS USED.x ALL SUCTION COVERS SHALL MEETANSI/APSP/ICC-16 2017xALL PIPING SHALL BE NSF-PW APPROVED& MEET THE REQUIREMENTS OF 7TH ED. (2020) FBC.x ELECTRICAL EQUIPMENT, WIRING, & INSTALLATION SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE 201 EDITION.x BONDING OF POOL STEEL & LIGHT TO FOOTING STEEL SHALL BE CONTINUED TO & INCLUDE ALL PUMPS & HEATERS.x TEMPORARY FENCING SHALL BEINSTALLED & MAINTAINED UNTIL PERMANENT CHILD SAFETY FEATURES ARE INSTALLED.x THERE SHALL BE A PASSING ELECTRICAL& CHILD SAFETY FINAL INSPECTION PRIOR TO FILLING THE POOL OR SPA WITH WATER.x POOL SHALL MEET THE APPLICABLECRITERIA IN ANSI/APSP 3,4,5,6, 7 & 15 STANDARDS ADOPTED IN 7TH ED. (2020) FBCxREGARDLESS OF THE CRITERIA HERE, THE PROJECT SHALL COMPLY WITH ALL SECTIONS OF THE 7TH ED. (2020) FBC - RESIDENTIAL, BUILDING, MECHANICAL, PLUMBING & GAS CODES, AS APPLICABLE RESPECTIVELY & AMENDED. SEE INFORMATION ATTACHED TO THIS PERMIT PACKAGE FOR SITE SPECIFIC DETAILS SHOWING ANSI 7 & 15 AND FBC COMPLIANCE SCALE: N.T.S. PROXIMITY TO STRUCTURE2 SCALE: N.T.S. TYPICAL RESIDENTIAL POOL / SPA SCHEMATIC PLAN1 (; 3 , 5 ( 6  ) ( % 5 8 $ 5 <  10      NOTE TO REVIEWER:DETAILED TDHCALCULATIONS AREREQUIRED TODETERMINE ANSI 7-SUCTION ENTRAPMENTCOMPLIANCE )2 5  8 6 (  , 1   CI T Y O F J A C K S O N V I L L E AN D D U V A L L C O U N T Y %<  PO O L S B Y J O H N G A R N E R DIGITAL SIGNATURE INDEX SHEET FOR SHTS S1 S2 PER RULE 61G15-23.001(4)(b), F.A.C. --- POOL WALLS USE MIN. 6" 4,000 PSI CONCRETE W/ #3 REINFORCING STL. PLACED @ 12"x12" O.C.E.W. TIED EVERY OTHER CROSSING W/ 2-1/2" MIN. CLEARANCE EXTERNAL BONDING LUG FROM "LISTED" J-BOX WHEN PROVIDED. BONDED WITHIN J-BOX. #8 AWG BOND WIRE TO ALL POOL EQUIP. CAPABLE OF BONDING JUNCTION BOX OUTSIDE OF DECK (TYP.) GROUNDING / BONDING WIRE TO EXIT J-BOX PASSING THROUGH TRANSFORMER TO ELECTRICAL PANEL NOTE: CONTRACTOR SHALL VERIFY OVERHEAD POWER LINE CLEARANCE & UNDERGROUND WIRE DISTANCE PER NEC 680.8 & 680.10 CRUSHEDSHELL ORGRAVEL FORDEWATERING HYDROSTATIC RELIEF MAY BE A"DEADLINE" OR PLUG IN SLOTTEDPIPE IN BOTTOM OF SUMP ENSURE SOILS ARE FREE OF ORGANICS, COMPACTED TO 95% PROCTOR PER ASTM D-1557 D POOL DECK W/ NON-SLIP FINISH SLOPED 2%-4% AWAY FROM POOL MAIN DRAIN TO PUMP SE E P L A N V I E W F O R D E P T H AT M A I N D R A I N HYDROSTATIC RELIEF DEVICE SUMP PER ANSI/APSP/ICC-16 2017 W/ TESTED, LISTED, AND LABELED MAIN DRAIN COVER 1' - 0 " MI N . MIN. 4'-0" CLR. 8" MIN ABV. GRADE 18 " MI N . 15 " MA X . INSTALL #8 AWG WIREEQUIPOTENTIAL BONDINGLOOP, 4"-6" BLW. SUBGRADE,18"-24" FROM POOL, BONDED@ (4) PTS. TO POOL SHELLPER NEC 680.26(B) WALL INLET WL (3) #3 REBAR BUNDLED AT RIM OF POOL & SPA. CONT. #3 STL. OF SPA BEAM VERT. DOWN & UNDER ELEV. OF SPA WEIR. [OPTION:] CONTRACTORS MAY CHOOSE TO USE (3) #3 BARS WITHIN TOP OF BEAM SPACED 1" APART + OR - 3/4" CONDUIT W/ LUMINARY WIRING HARNESS THAT INCLUDES GROUND WIRE INTERNAL BOND LUG IN NICHE W/ INSUL #8 SOLID OR STRANDED WIRE TO J-BOX WHEN REQD BY BLDG. OFFICIAL 6" GLAZED TILE UNDERWATER LIGHT 18" MIN. BLW. NORMAL WATER LEVEL (TYP) NOTE: NEW NICHELESS, POOL LIGHT PRODUCTS THAT HAVE NO BONDING REQMTS MAY BE USED 3/8" SMOOTH SLIP RESISTANT FINISH TO COVER WALLS, FLOOR, STEPS & SUMP OPTIONAL VACUUM LINE & FITTING W/ SPRING LOADED COVER 3'-0" M I N OR 1 IN W A L L SUCTION OUTLETS W/ ANSI/APSP/ICC-16 2017 ANTI-ENTRAPMENT COVER, (2) REQD OR (1) UNBLOCKABLE DRAIN ANSI 15 BRANCH PIPE SIZE MIN AT 6 FPS AT FLOW BY:x MAX 6 HOUR TURNOVER SUMP PER ANSI/APSP/ICC-16 2017 OR COVER MFR. SPECS TRUNK SUCTION PIPE SIZE MIN AT 6 FPS ANSI 15 FLOW MAIN DRAINS MAY BE OMITTED ENTIRELY MIN. 6" CONCRETE SHELL & STEEL ACCORDING TO STANDARD SPECIFICATIONS SHOOT TO UNDISTURBED EARTH BENCH OR OTHER METHOD REQUIRED WHEN WATER DEPTH EXCEEDS 5 FT RE Q D . G R E A T E R T H A N 5 F T W D OP T I O N A L O T H E R W I S E MA X 2 0 " MIN 12" MAY VARY PLACE FOOTING STRUCTURE ON UNDISTURBED EARTH MEETING 2,000 PSF OR COMPACTED FILL MEETING 95% MODIFIED PROCTOR THIS DETAIL COMPLIES WITH BOTH 7TH ED. (2020) FBC CHAPTER 454.2.1.18 & ANSI / APSP / ICC-5 2011 & CONTAINS ALL RELATED REQUIREMENTS STATED IN THOSE CODES. 8" 1' - 0 " 6" 3" L VERT. W/ MIN. (2) #3 BARS CONT. @ TOP #3 BARS @ 12"O.C. HORIZ., TYP. U.N.O. 1. 5 x ( d ) (d ) (d) FRAMEFINISHEDPOOLSURFACE SPECIFIED PVC PIPE SIZE (d)MIN. SUMP DEPTH 1.5x(d)MIN. LEDGE DEPTH (d)-OR -FOR FIELD BUILT SUMPS SEE PRODUCTINSTALLATION INSTRUCTIONS DRAIN COVERS & SUMPS a.k.a.SUCTION OUTLET FITTINGASSEMBLIES (SOFA)ANSI/APSP/ICC-16 2017xFOLLOW THE PRODUCT SPECIFICATIONSAND/OR INSTALLATION INSTRUCTIONSFOR MIN./MAX. SUMP DIMENSIONS, DRAINCOVER/GRATE, AND FRAME FASTENINGMEETING MFGR'S SOFA CERTIFICATION.x DO NOT USE POWER TOOLS TO INSTALLFASTENERSxFIELD MODIFICATIONS TO ANY SOFA NOTAUTHORIZED BY MFGR INSTALLATIONINSTRUCTIONS SHALL VOID THE SOFACERTIFICATIONxHAND CHECK COVER/GRATE SNUGNESSTO SUMP/FRAME AFTER INSTALLATIONxSOFA COMPONENTS HELD IN PLACE BYINTERIOR FINISH OF THE POOL SHALL BEFREE OF DETERIORATION AND VOIDS NOTE: THIS DETAIL IS FOR MAX 6 FT DEEP SOIL SUPPORTED POOL SHELLS- SEE SUPPLEMENTAL SPECIFICATIONS FOR DEEPER STRUCTURES, LOAD SURCHARGE STRUCTURES, OR APPURTENANT STRUCTURES COMPLIES WITH 7TH ED. (2020) FBC,ALL VOLUMES SHEET SHEET OF C KD B Y : VE R S I O N : PR OJ . N O .: 39 9 0 S R 6 4 E . Br a d e n t o n , F L 3 4 2 0 8 Of f i c e : 9 4 1 - 7 4 9 - 0 3 1 1 C. A . 2 7 1 8 9 K I M E S E N G I N E E R I N G ©20 2 0 K i m e s E n g i n e e r i n g a n d M a n a g e m e n t S e r v i c e s , I n c . Th i s d r a w i n g i s t h e p r o p e r t y o f K i m e s E n g i n e e r i n g a n d M a n a g e m e n t S e r v i c e s , I n c . & i s n o t t o be r e p r o d u c e d o r c o p i e d i n w h o l e o r i n p a r t . I t i s o n l y f o r t h e p r o j e c t & s i t e s p e c i f i c a l l y id e n t i f i e d h e r e i n & i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . I t i s t o b e r e t u r n e d u p o n r e q u e s t . DW G B Y : DR A W I N G: DE SC RI P T I ON R EV . D A T E \\ k i m e s s r v \ C o m p a n y S h a r e d D o c s \ 2 0 2 0 F B C 7 T H E D \ 2 0 2 0 F B C K E S t d E n g - r 5 . d w g OR I G . D W G : 1 7 " x 1 1 " ( A N S I B ) TY P I C A L S E C T I O N S FO R R E S I D E N T I A L P O O L / S P A KE _ R S T D M C M J K K 0 1 - J a n - 2 1 21 - D e c - 2 0 S2 22 NOTES:x APPROVED PRODUCT SPECIFICATION MAYDIFFER FROM FIELD BUILT SUMPS SHOWN ON THIS PAGE ADDITIONAL STRUCTURAL NOTES:x USE MINIMUM ASTM A815 GRADE 40 STEELxLAP #3 BARS MINIMUM 15"x LAP #5 BARS MINIMUM 25"x 6" SHELL THICKNESS AND 2-1/2"CONCRETE COVERAGE ARE MINIMUMSxUSE 4,000 PSI CONCRETExCONTRACTOR / OWNER REQUIRED TO:xx CONTACT ENGINEER IF POOL NOTPLACED ON UNDISTURBED AND DE-WATERED EARTH THAT CAN MEET 2,000 PSF BEARING CAPACITY.xx WHEN BURIED DEBRIS ISENCOUNTERED OR QUESTIONABLE CONDITIONS ARE INDICATED AT THE WORK SITE PRIOR / DURING CONSTRUCTION, A SUBSURFACE CONSULTANT SHALL CONDUCT BORING(S) IN THE AREA OF THE POOL TO CONFIRM SOIL BEARING CAPACITY, CLEAR OF BURIED DEBRIS, & VERIFYING GROUND WATER LEVELxxALL MODIFIED SOILS & EARTH FILLUNDER PERSPECTIVE POOL AREA SHALL MEET A SOIL DENSITY AND COMPACTION MINIMUM OF 95% MODIFIED PROCTOR WITHOUT SETTLEMENT. SCALE: N.T.S. POOL DEEP END SECTION1 (; 3 , 5 ( 6  ) ( % 5 8 $ 5 <   0      SCALE: N.T.S. BENCH SECTION3 SCALE: N.T.S. BRANCH PIPING4 SCALE: N.T.S. POOL BEAM 8"x12" OPTION5 NOTE: THIS DETAIL IS FOR MAX 6 FT DEEP SOIL SUPPORTED POOL SHELLS- SEE SUPPLEMENTAL SPECIFICATIONS FOR DEEPER STRUCTURES, LOAD SURCHARGE STRUCTURES, OR APPURTENANT STRUCTURES SCALE: N.T.S. FIELD BUILT SUMP2 )2 5  8 6 (  , 1  C I T Y O F J A C K S O N V I L L E AN D D U V A L L C O U N T Y %<  PO O L S B Y J O H N G A R N E R SEE DIGITAL SIGNATURE ON INDEX SHT S1 www caisunshlne.com I o~-- r ········································ o~- oii--------o ,____ __ _ NOTES: LOTMEA RE81oeNCE AAfA OAAAOEMEA BUI.DINOS EXISTING COHCRETE EXIOTINO PAVERS El09TINO IMPERVJOUB PROPOSED P00U SPA f!A0P0$£0 PAYEA9 PROPOSED IMPEAVlOUS •~&a.FT. •~BQ.FT, •__!!L_SQ.FT, •~,i; •__!,!!_SQ.FT, •-W,L_SQ.. FT, •...lZJL• •~SO.FT, • __fil_BO. FT, •....l!JL'I: 1,)AU. ELEVATIONS SHOWN HEREON REFERENCE NAVD-aS. 2.) All. FENCES ARe 6' VINYL UN\..ESS NOTED OTHERWISE. 3,) 'THIS SITE PIAN DOES NOT PURPORT TO BE A BOUNDARY SURVEY. 4.) IMPERVIOUS AREA PfRCENTAGES ARE CALCULATED USING "60% RULE" FOR PAVERS ANO POOU SPA. p ) n M " " ° " O l r t ' I W I N C T U U H A 8 8 T M C f f U " " " - ~ c a , ' 8 1 . W 1 1 . ~ P l ~ V T U ' T I E l 8 t : A V J / O n t l 8 P R 0 P t . l m ' K - \ W . N O ' J ' I E H L O C A U D O I \ ~ . 1 ; 4 ) M S ~ ~ T 0 L E V . m t t 4 1 ' \ . 0 0 Q Z O . , C ' ) C ' A S I C A l l l ) F f t O L I , . £ M A . , U X , 0 N ~ A A T I I W " , f ! A t C 1 f 3 J O l M - 1 C O J . t 1 A t m 1 1 - 0 W : O l l . S C A L E ~ 0 6 - 1 5 - 2 0 2 1 D A . l i O F O M W l + C J . I N C . 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T I D M t H C M I N H E J l e 0 1 ' 4 ~ t i l A V 0 4 t . 2 . j A L t , . . ~ M ! e ' ~ U U M & . i J l l l O ~ :j : 8 - = ~ ~ ~ = : = : - ; : - W R > R P k a l l t d A . \ G P C a l l e P A . \ \ \ t I l r. \ '. 1 r. \ . \ \ 1 ' \ \ ~ 0 ' 1 \P . . C b l . , U ' . ~ ~ \ RECEIVED P. . i ' R R . E 7 ' AN . O A S . r ~ 1 1 : N r U 1 1 1 ' 1 1 1 1 1 W T ' M . . . . , . l ~ I I I I M W ' A ~ l m l . r l . . . - . . U W , , I M I CIIIINllllfll ~