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344 Plaza 2013 revision pool (per comments) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003276 Date 9/09/13 Property Address . . . . . . 344 PLAZA Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 40000 ------------------------------------------------ Application desc POOL/SPA -------------------------------------------------- Owner Contractor - ------------------------ ----------------------- KACHERGUS MATTHEW R & JENNIFER ISLAND POOLS,LLC 344 PLAZA 1546 LINKSIDE DR ATLANTIC BEACH FL 322335442 ATLANTIC BEACH FL 32233 (904) 334-5421 ----------------------------------------------- Permit . . . . . . SWIMMING POOL Additional desc . Permit Fee 250 . 00 Plan Check Fee . 00 Issue Date . . . Valuation 40000 Expiration Date . . 3/08/14 ---------------------------------------------- Special Notes and Comments If on-site storage is required, a post construction topographic survey documenting proper construction will be required. POOL - Wellpoint (if used) must discharge into vegetated area 10 ' minimum from street or drainage feature (swale, structure or lagoon) . Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED ------------------------------- Other Fees . . . . . . . . . �S7T�AT7E��+�DTCRA SURCHARGE � R �7 r3, . 75 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITyFIWAAk TIC;PRH`SGINANCESOAND THE FLO19S 0 0 BUILDING CODES. 1 CITY OF ATLANTIC BEACH Is1 800 SEMINOLE ROAD r) ATLANTIC BEACH, FL 32233 J -r INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003276 Date 9/09/13 ------------------------------------------------------------------ Other Fees . . . . . . . . . STATE DBPR SURCHARGE 3 . 75 ------------------------------------------------------------- -------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -------- Permit Fee Total 250 . 00 250 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 32 . 50 32 . 50 . 00 . 00 Grand Total 282 . 50 282 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER o be assigned b the Building Department.) Building Department . R y g p r� 800 Seminole Road ���+_' 7 Atlantic Beach, Florida 32233-5445 4 /� Phone(904)247-5826 Fax(904)247-58 3 0 ;0,0 L4 Z'? E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �/�� Uepaftent review required Yes No / C 9 Applicant: 0/� l�D�S Plannin &Zo ' rg Ad istrator Project: 0 /'<�_w a_ __P-ubTic Utilities Fire Services Review fee $ Dept Signatur 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: VlApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. P WOR S Comments: P UTILITI PUBLIC SAFE 3 Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department '�� (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 4111- 2 .J Phone(904)247-5826 Fax(904)247-5845 02013 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �7 �/�� pepaftent review required Yes No I / C . . g Applicant: Planning &Zo ' pre d ' istrator Project: 0 (, u is Utilities Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. [Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: Ly TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: r PUBLIC UTILITIES Reviewed by: Date: PUBLIC SAFETY FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: 4 Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road _ dZ Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: -3 zl 11�7-A—_ PhepazlMent review required Yes No / C . g Applicant: '6/an L) Plannin &Zo re MIQstrator Project: 0 -P-u5r1c9 tilities Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: /P / CI� �'�/G�� PLANNING &ZONING Reviewed by: Date: Rdo-/-7 TREE ADMIN. Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [-]Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) J 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://Wm.coaab.us q p p �± p� APPLICATION REVIEW AND TRACKING FORM Property Address: -3�z/ �/� � ent review required Yes No / C g Applicant: �`�a�L) I�D�S Plannin &Zo ' re ' istrator Project: 0 u is Utilities Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING`,, Reviewed by Dater D TREE ADMIN. Second Review: ❑Approved as revised' ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION fpr� CITY OF ATLANTIC BEACH800 Seminole Road, Atlantic Beach, FL 32233Office (904) 247-5826 Fax (904) 247-5845U6 19 2p/ Job Address: 344 Plaza Dr Permit 7 6 Legal Description_ 5-69 16-2S-29E ATLANTIC BEACH Parcel# oor Area of Sq.Ft. Sq.Ft Valuation of Work$ 40000.00 Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/pro oisedstructures circle one): Commercial Residential If an existing structure, s a fire sprinkler system installed? (Circle one): Yes No FILEFFlorida Product Approval# p or multiple products use product approva orm COPS ,�=• k;a Describe in detail the type of work to be performed: New inground pool and spa Property Owner Information: Name: Matt Kacheraus Address: 344 Plaza. City Ad Bch State FL_Zip 32233 Phone 904-334-5421 E-Mail or Fax#(Optional) Contractor Information: Company Name: Island Pools Qualifying Agent: Ronald Gray Address: 1546 Linkside Dr City Ad Bch State FL Zip 32233 Office Phone 940-334-542 Job Site/Contact Number 904-334-5421 Fax# State Certification/Registration# CPC 1457429 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 laws regulating construction in this jurisdiction. This permit becomes null and void tf work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of stx6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, urnaees, Boilers,Heaters, Tanks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereb certify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type owork will be complied with whether speci ted herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Owner Signature of Contract PrintName .................................................................. ............._....... - 1.... c..... ................................................ ....................... .... Print Name _..........r .r..... Sworn to and subscribe before me Swo to d subsc ed before me 20 _Rk�v RZE,this ay of 2 this Day 11 IN YK I ZA No Publ ? ,; Expires November 30,201 a otary u Expires November 30,201? . •'�'�i„n:`O Bonded Thru Troy Fain Insurance 01:.65•"•':?' M,,,, � Borded 1'hru T Fan I r.. ..,? '10 �I4YYSMM•W1^,f1!.w,wnWFT•uv�..�.:t..w,rn."!•w.M`!'LAM yp,T.LMM..9 4 1 THIS INSTRUMENT PREPARED BY: ' FILE COPY Jackie Waters Book 11124 Pag .'2 All Florida Title Services,Inc. 4417 Beach Boulevard,Suite 105 k Jacksonville,Florida 32207 RECORD AND RETURN TO: BB000kk o 2: 1 1 1 1 154 124 24 Matthew Kachengub Pages: 2332 — 2333 344 Plaza D4. Filed 8 Recorded Attantic Beach, Ft 32233 JIM0 6/02/2FULLER003 01:43:42 PM CLERK CIRCUIT COURT DUUAL COUNTY euvrR s rI>v: RE PARCEL I: M:169966.0000 RECORDING 11 9.00 TRUST FUND DEED DOC STAMP s 1.50 0.70 WARRANTY DEED THIS WARRANTY DEED made this 7th day of May,2003 by Matthew R. Kachergus and Jennifer M.Kachergus, his wife,hereinafter called Grantor, and whose address is,to Matthew R.Kachergus and Jennifer M.Kachergus,his Wife, hereinafter called Grantee and whose address is 344 Plaza Drive, Atlantic Beach, Florida 32233. (wherever used herein the term "grantor" and "granted' include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations.) WITNESSETH: THAT the Grantor, for and in consideration of the sum of Ten and NO/100 Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land situate, lying and being in Duval County, Florida, viz: Lot 21, and the Westerly 1/2 of Lot 19, Block 10, Plat No. 1, Subdivision "A", Atlantic Beach,according to the plat thereof as recorded in Plat Book 5,page 69,of the Current Public Records of Duval County, Florida. SUBJECT TO taxes accruing subsequent to December 31,2002. SUBJECT TO covenants, restrictions and easements of record, if any; however, this reference thereto shall not operate to reimpose same. TOGETHER with all the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land r free of all encumbrances. written.IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above P•Qa 6 Form Solnwra uy AOlomatad Raal E9uta Sewicea,Inc.1-900-230-1295 16597 11 �U n.e.+;r.:nvo:•x'�.!6•'cs1-:,..,..:..:vx�-..a.�-.axv+�n..,i�a6.u�., Book 11124 Page 2333 FILE COPY .b��'M1'.tl6tl�&W^-T,6"fSS^�:Yr.HF.,.,.-.•--�... ..�.- Sig a sealed d d ivere in o resence: t ness ignature atthew R. a ter s�^ l 7-,r-6a�,= II s e z ature a er ac ergus rtne ature STACEY L.JOHNSON Witness Fimt_e 5rgnature STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 7th day of May,20, by Matthew R. Kachergus and Jennifer chergus, his wife. She is Personally known to me or has produced Yll P✓S�I� as i .nt' anon. o Public,St an y4fo -aid otary,,ignature itle orRank) LAURA M. RIEBSAME Notary Printed Sign7a—ture ena o., any -x k 'F 6,w rr,�tN�"•S'+7t'+ CC997659 EXPIRES -n.+,: V[iNtif�INc.I�T60v 16�N iNWC6N[E INf. Papa 2 Folin Bollwwa by Aubmab0 RW Eab1a Ssmiwa,Inc.1-ac0.110-1265 165.1 Q o Pools lu Cover page 344 Plaza Dr Atlantic Beach FL 32233 Occupancy class R-3 FBC 2010 NEC 2010 1.Impervious calculations 2.Building Permit Application 3.Proof of ownership 4.Notice of Commencement(to be filed) S.Site survey 6.Site management plan 7.Site plan 8.TDH worksheet 9.Drain and entrapment prevention 10.Pool steel drawings 11.a-g equipment cut sheets 12.Tree removal application 13. Door and window alarm specifications R 3� ci. a C7 3d�os eco - \ 0 ul ( i ' W QC9cc c CC 0 in EE m N :am � oE m $u � � EvmEE om Jrw 385y d3 5 oaxuf3" $ $ y coa' m M ? J :ka aannainax -suOIr.ciNOD(INV si-NaWaxinaax -IVNOI uarnV HO3 sirwxaa Ras Havas JLLWV rIZlv d0 KUJ HjM"'IdWO3 H(10J'dO3 OHAA31AgH N 10 L t7 U Y C N E N 'U � U Q i I r 10- bo C _ 3' E I Q m o T � C a N W , in o T N N L • U' N � C y N C h L � � :C L CS O vi ^ L O Y N of THIS INSTRUMENT PREPARED BY: a 2332 Book 11124 Pa Jackie Waters 9 All Florida Title Services,Inc. 4417 Beach Boulevard,Suite 105 Jacksonville,Florida 32207 Doc#2003175154 RECORD AND RETURN TO: Book: 11124 Matthew Kacheng" "'I es: 2332 — 2333 344 Plaza Dn. Filed I Recorded 06/02/2003 01:43:42 PM A.ttantic Beach, FK 32233 JIM FULLER CLERK CIRCUIT COURT DUUAL COUNTy RE PARCEL ID a`:1699660000 RECORDING Et1YrR'STIN: 9.00 TRUST FUND f 1.50 DEED DOC STAMP f 0.70 WARRANTY DEED THIS WARRANTY DEED made this 7th day of May,2003 by!Matthew R. Kachergus and Jennifer M.Kachergus, his wife,hereinafter called Grantor,and whose address is,to Matthew R.Kachergus and Jennifer M. Kachergus,his Wife, hereinafter called Grantee and whose address is 344 Plaza Drive, Atlantic Beach, Florida 32233. (Wherever used herein the term "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations.) WITNESSETH: THAT the Grantor, for and in consideration of the sum of Ten and NO/100 Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land situate, lying and being in Duval County, Florida, viz: Lot 21, and the Westerly 1/2 of Lot 19, Block 10, Plat No. 1, Subdivision "A",Atlantic Beach,according to the plat thereof as recorded in Plat Book 5, page 69, of the Current Public Records of Duval County, Florida. SUBJECT TO taxes accruing subsequent to December 31,2002. SUBJECT TO covenants, restrictions and easements of record, if any; however, this reference thereto shall not operate to reimpose same. TOGETHER with all the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is free of all encumbrances. written.IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above Pape,I Form Software ay AtnomateU Real Eatate 5-1ces,Inc.1-/00.370-1295 10507 r Book 11124 Page 2333 Si a sealed d d ivere in o resence: ncss tgnaturc att eweeerrgus - 1 it s e ature a er .Kacbe& rtne azure STACEY L.JOHNSON �tW Hess Trrmt�5lgnature STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 7th day of May,l0�by Matthew 2 Kachergus and Jennifer achergus, his wife. She is personally known to me or has produced Yi'u)ks 6lirp � as i ent' anon. o Public,St an ySPfo aid otary,.Fgnature itle orRank) LAURA M. RIEB.SAME otary rmte ,gnature ero.,1 any Moura M.Riebsome Cr.997659 EXPIRES oy 31,2005 iMlT-W 1—WG D.-CE INC. Pp.2 Form edmv.r.by AuMmrt.d Robi E.UiU Semic..,1—1 SW33I 1]M 165.1 khd Pools Ux Impervious calculations for 344 Plaza Dr Current lot size 9750 sft Current impervious House 2534 sft AC pads 66 sft Driveway, walks and patio 762 sft Total 3362 sft 34% Remove and replace current decking 790 sft Additional new decking 408 sft Total new impervious 3770 sft 38.6% Completed by RD Gray Island Pools LLC 904-334-5421 ANSIJASP-7 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. Sirliplified Total Dvnamie Read (TDH) Caleuhition. Worksheet Determine Maximum System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmers c� t 1. Calculate Pool Volume: j/� ( x! �r x 7.48 (gal./cubic foot) _ �- =—d-� t lU,t1� --'Area) � (Volgme m gallons) Sur-race Area) (Average Depth) 2. Determine referred Turnover Time in hours: 1 V- x 60 (minutes/ hour) _ - C e (-�_ p (Hours) (Turnover in Minut 3. Determine Max Flow Rate: - + VI "Vol in gations)(Turnover MINAes} (? OI FI Rate) (Featu .Flow Rate) {System low Rase) 4. Spa Jets: ti/ x r_ �___9Pm P�Jet! % flow rate. (Number of lets) Jet Flow) (Tot i Jet flow Rate;, (For single pump pooVspa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool& spa) Determine Pipe Sizes: Branch Piping to be inch to keep velocity @ 6 fps Max. at gpm Maximum System Flow Rate. Trunk Piping to be inch to keep velocity @ 8 fps max. at gpm Maximum System Flow Rate. Return Piping to be 1 . 5 inch to keep velocity @10 fps max. at gpm Maximum System Flow Rate. Determine Simplified SDH: 1. Distance from pool to pump in feet: 2. Friction loss (in suction pipe) in c�% inch pipe per 1 ft. @ ��gpm l 17 (from pipe flowffriction loss chart) 3. Friction loss (in return pipe) in i L-;) inch pipe per 1 ft. @ gpm ! (from pipe flow/friction loss chart) 4. Length of suction pipe �j x ft. of head!', ft of pip&,�� = TDH suction pipe d of return pipe 735- x ft, of head/1 ft of pipt = TDH return pipe o. Length p P Z7,5 TDH in Piping: +� Filter loss in TDH (from filter data sheet): Heater loss in TDH (from heater data sheet): r 5� Total all other loss- Total oss Total Simplified TDH: Selected Pump and Main Drain Cover: � � Pump seiectiort using pump Curve for Simplified TDH & System Flaw Rate (Pump model and size in H-.- r) Main Drain Cover ' r w�.Y LqO (System Flow Rate must not exceed approved cover floes rate; (Make and Mode!) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. SAMUEL LIBERATORE, PE 55740 1263 j;,iDuERS ST Determine the Number and Type of Required in-Fioor Suction Outlets_ CLc`RWATER, FL 337516 7271 r—Check all that apply. p~ 0 2 �suction outlets4@ LfC1 gpm max. flow (sed note 2) � 7 " _; m n^ax, flow (see note 3) ^� o 4 3 suction outlets @ �9P �--1� Aquastar Channel Drain @ 316 gpm max. flow rate A & A Channei Drain @ 217 gpm wl 2 port & 278 gpm w/ 3 ports (see note 4) TDH Calculation Options Total Head In Feet Conversion Chart For each pump Inches Mercury (Vacuum Gau e Check one 0 2 4 6 8 1 10 12 14 16 18 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3 Simplified Total Dynamic Head (STDH) 1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 omplete STDH Worksheet-Fill in all 2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 blanks 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.6 Total Dynamic Head (TDH) 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 Complete Program or other calcs. Fill 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 in required blanks on worksheet& 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 attached calculations. 8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.4 36.6 38.8 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 _ - 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1 13 30.0 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4 Notes: 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 1. If a variable speed pump is used, use the 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 maximum pump flow in calculations. 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 2. For side wall drains, use appropriate side 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 wall drain flow as published by the 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 manufacturer. 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 58.9 3. Insert the manufacturer's name and 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 approved maximum flow. 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 24 55.4 57.7 60.0 62.5 64.5 66.7 69.0 71.3 73.5 75.8 4. See installation instructions for number of 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.0 ports to be used. 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 5. In-floor suction outlet cover/grate must 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 90.5 82.7 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 82.8 85.0 conform to most recent edition of 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3 ASME/ANSI Al 12.12.8 and be embossed 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 with that edition approval. 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92.0 6. Pump & Filter make, model and location can 32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92.0 94.3 33 76.2 78.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6 not change without submitting revised plans 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 and TDH worksheet. 35 1 80.9 83.1 85.4 87,6 89.9 32:2 94.4 96.7 98.9 101.2 Flow and Friction Loss Per Foot Swi!nming Pool Specification for: Schedule 40 PVC Pipe ,�i S - Velocity-Feet Per Second Pipe 6fbs 8 fbs 10 fbs Size - 1" 16 gpm 0.2521 gpm 0.66' 26 gpm 0.94' 1.5' 37 gpm 0.16' 50 gpm 0.28' 62 gpm 0.48' f 2- 62 gpm 0.15' 82 gpm 0.25' 103 gpm 0.40' Job Address: L� P tC� Z c � 2.5" 88 gpm 0.09' 117 gpm 0.15' 146 gpm 0.23' 3" 138 pm 0.09' 181 g gpm 0.14' 227 gpm 0.23' � 4" 234 gpm 0.06' 313 gpm 0.10' 392 gpm 0.15' Per i SAMUEL LIBER TORE PE 55740 6" 534 gpm 0.04` 712 gpm 0.04' 890 gprn 0.10' 1268 ROGERS ST CLEARWATER, FL 33756 727-442-8443 Waterway Technical Bulletin:VGB2008 U` 08 640'231 X V 8"Anti-Entrapment Main Drain Cover and Frame • Waterway main drain covers are compliant with the Virginia Graeme-Baker .` • Pool and Spa Safety Act(ASME/ANSI Al 12.19.8-2007)and are UL Certified. • • f — — • They are designed for single or multiple drain use.This drain cover assembly ' " �'=" '" = ' includes frame and stainless steel screws with brass inserts.Packed 25 per case. The Waterway 640-231 x V series covers and frames are available in: ❑ White ❑ Bone ■ Black U Gray ■ Dark Gray ■ Beige ■ Dark Blue Model No. Description Size Total Open Area Floor Flow Rate Wall Flow Rate Flow Rate GPM Square Inches GPM GPM. @ 1.5 ft/sec 640-231 x V Anti-Vortex 8" 11.83 100 @ 2.27 ft/sec 6461.7-1- 08.650 4@1 7308.650 Purr Nu Deurip- 7.624 819-00051 k8 Stainless Steel Screw-32 x IN 642-21 Sx V 8"Anti-Vortex Drain Cover 7.000 642-214x 8"Anti-Vortex Drain Frame 819.00051 • d�Q�® ®� T OO o�0 O® 642-21 5x V o ® O ®® m " Oaf®p low ®�p+� ®® ¢ 010 � " r ip08 300 o�0 0 0 0,911. 0 0 0 642-214 ® 0000®610d'' D 0 aaw«o. .470 .975 .800 e•sa.x�� Sm M ©2009 Waterway Plastics•2200 Sturgis Road,Oxnard,CA 93030 Ph.805-981-0262•waterway@waterwaypiastics.com-www.waterwayplastics.com 807-0081.0309 w, MasterTempO Neater High Performance Eco-Friendly Heaters Pelitairpool Prnduurh • Heats up fast so no long waits before • ; CO enjoying your pool or spa E select • Best-in-class energy efficiency � � fiana•w..,..n 1 ` ., �rmwrwnc.t • Manual gas shut-off when service is My required 1 • Eco-friendly MasterTemp*is certified I , for low NOx emission and outperforms industry standards "�""-' �• • Rotating digital display allows for easy - viewing MasterTemp High •Tough,rustproof exterior handles the Performance Heater heat and weathers the elements New MasterTemp heaters offer all the efficiency,convenience and reliability features you want in a pool heater,plus a lot.more.As easy to use as your home heating system,plus,user-friendly indicator lights make.,system operation and moniroring a snap.The compact design and super-quiet operation won't intrude on your poolside leisure time. Ordering Information Product Gas Type STU(000's) Carton Qty Carton Wt 460792 Natural 175 1 -128 460793 Proparw 175 1 128 460730 Natural 200 I 128 460731 Propane 200 1 128 460732 Natural 250 1 133 460733 Propane 250 1 133 • 460771 Natural 250 ASME I 120 460772 Propane 250 ASME I 120 i 460806 Natural 250FID I 136 460734 Natural 300 ( 136 460735 Propane 300 1 136 460736 Natural 400 I 136 460737 Propane 400 1 136 460805 Natural 40OHD 1 136 ' 460775 Natural 400ASME I 149 460776 Propane 400ASME 1 149 NOTE:Thc Masterlemp•'is certified for low NO•emissions. I "i •i I 1 i Y SPECIAL SPA REQUIREMENTS: -DESIGN,CONSTRUCTION AND WORKMANSHIP -MAXIMUM WATER DEPTH 4',MAXI1"SEAT DEPTH SHALL BE IN CONFORMITY WITH TIE 28",MAX. REQUIREMENTS OF ANSI/NSPI 3,ANSFNSPI 4,ANSI/ -FLOOR SLOPE 1:12 1q. NSPI 5,AND ANSI/NSPI 6,ANSI/APSP 7 AND ANSI/APSP 15 -STEPS:MIN.TREAD 10"X 12",7"MIN.RISER,12"MAX. cn BASED ON THE POOL TYPE. RISER EXCEPT THE BOTTOM STEP MAY BE 14"IF IT IS -SEE NSPI FOR DIVING WATER ENVELOPES. THE SEAT.INTERMEDIATE TREADS ANL3 SERS TO -SLIDES SHALL MEET THE MANUFACTURE'S BE UNIFORM.IF THE SPA IS OPERATED INSTALLATION REQUIREMENTS. INTERMITTENTLY IT SHALL HAVE A ONE a -ENtRy/EXTT:REQUIRED AT THE SHALLOW END AND TURNOVER,IF CONTINUOUS A SIX HOUR VER. t v DEEP END IF OVER 5 FEET DEEP.ACCEPTABLE ARE -MAXIMUM TEMPERATURE 104 DEGREES. STAIRS(10"MIN TREAD WITH 240 SQUARE INCH MIN. -MEET ANSI)NSPI ARTICLE XVII,SAFETY AREA,12"MAX.RISER WITH INTERMEDIATE TREADS INSTRUCTION/SAFETY SIGNS. AND RISERS UNIFORM). LADDERS,UNDERWATER -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR SEATS,AND SWIM OUTS(MAX.20"BELOW WATER). MEET LOCAL CODE IF GREATER a -CIRCULATION SYSTEMS,COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSF 50. ELECTRICAL REQUIREMENTS;_ -THE MAXIMUM TURNOVER RATE IS 12 HOURS. -FILTERS SHA;.L HAVE AN AIR RELEASE AND WIRING AND BONDING AND ALL ELECTRICAL TO PRESSURE GAGE. COMPLY WITH CHAPTER 27,FLORIDA BUILDING -PUMPS 3 HP AND LESS SHALL MEET ANSUULI081 CODE 2010 AND NEC 2008. RAIN DRAIN REQUIRE CORROSION RESISTANT WITH STRAINER AND MEET -NO OUTLET OR OVERHEAD POWER WITHIN 10'IF ".4MPFR PROOF/SEE NOTES) THE REQUIRED FLOW. WITHIN 15'PROTECT BY GFL TRANSFORMER MIN.Hy -SURFACE SKIMMERS SHALL MEET NSF 50 AND FROM POOL,8"ABOVE WATER,J BOX 4'FROM POOL, iGHTING&BONDING SAME AS THERE SHALL,BE ONE FOR EVERY 800 SQUARE FEET BRASS TO J BOX OR TRANSFORMER WHICH EVER IS POOL OF SURFACE AREA. FIRST EXCEPT WHERE PVC IS APPROVED. LIMITATIONS ON SHAPE -RETURN INLETS SHALL BE A MINIMUM OF ONE FOR FLORIDA BUILDING CODE R4101 EVERY 300 SQUARE FEET. ,.L SPA PLAN HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR THE POOL FURNISHING AAI DETAIL DESIGN REQUCTOR IS IE FOR REMENTS UL 559. -DISINFECTANT EQUIPMENT SHALL COMPLY WITH FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH NSF 50. THE FLORIDA BUILDING CODE,AND ALL -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUS OR CONSTRUCTION SHALL MEET ALL APPLICABLE TE MEET LOCAL CODE IF GREA CODES INCLUDING PLUMBING,ELECTRICAL AND GAS. PIPING SHALL BE SCH.40 PVC,NSFpw,MAX. (CS R PERMIT SHALL, W 1 PRESSURE VELOCITY 10 FPS,SUCTION 6 FPS. :' r.+ - THE POOL PLAN SHALL SHOW THE DESIGN "HEAD OF 60 ft. PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN O PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' WITH APPROVED ANSI/ASME Al 12.19.8.2007 COVERS. AS \ ?uired:I Skimmer per 800 sf) AN ALTERNATE THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES.THE TWO DRAINS 81 gaUcf= gallons O SHALL HAVE A COMMON SUCTION LINE. SUCTION V+ minutes VENT LINE TO DUAL F, ' GRATES MAY BE USED IF APPROVED AT A MAXIMUM }-{ gpm MAIN DRAINSb -+ OF I)j FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE. IN ADDITION A SAFETY VACUUM O VENT Q RELEASE SYSTEM MAY BE INSTALLED. THIS MAY O CONSIST OF AN AIR RELEASE SYSTEM. THE VENT (OPtio..1) u2, j�j C PIPE SHALL BE TIED TO THE MAIN DRAIN LINES,SIZED PL { THE SAME AS THE MAIN DRAIN SUCTION LINE WITH A �aytr' MAXIMUM LENGTH OF VENT PIPING TO BE 30'.THE V VENT PIPE WILL BE ELBOWED UP AND OVER WITH A P4 W GRATE FOR PROTn_CTION AND LABELED"SAFETY VENT" MAW DRAINS AS OF 12-19 W /� (� AND/OR"SAFETY VENT LINE". 4./ SKIMMERS DO NOT REQUIRE PROTECTION AND ANSI/ASME Al 12.19.8-2007 G� �-+ MUST BE DESIGNED FOR A MINIMUM 25 gpm. 1 - j LI] THE FOLLOWING SHALL BE LABELED WITH l/3 1�l LABEL MARKER TAPE AT THE FILTER LOCATION: A } Ul POOL W e�,/ PIPES,VALVES,PUM (S)OFF SWITCH. 0 5 IT HAS BEEN CERTIFIED TH.. --ESE DESIGN MIN.GRATE OPEN AREA s FLOW/ .8 i(T' REQUIREMENTS ARE IN COMPLIANCE WITH THE FOR VELOCITY 6'/SEC a FLORIDA BUILDING,70DE R4101,424.2-2010,ANSI/NSPI 3, ANSI/NSPI 4,ANSUI•lPF'` ANSMISPI 6,ANgL'APSP 7 AND CLEA ANSI/APSP 15 LINE RT10NAL) .,►-°IC'.r ->..w.....*....r_ ,,,, 3stq. FIL E py � EQUIPMENT RESIDENCE ISLAND POOLS u LOCATION 0 FLOW THRU SPA NO SKIMMER ' SKIMMER REQUIRED TYPICAL GR FOR H 3 FOR SPA WITH SKIMMER REBAR,2'OUT NM-fl INDEPENDENT #t CU TO PUMP FILTRATION SYSTEM O OPTIONAL DIECK WI 1 jo PKTav IV OPTIONAL 12V LIGHT WITRANS.34"BRASS RAIL OPTIONAL OR PVC(SEE NOTES) NO LIMITATIONS TO DUAL MAIN DRAINS SHAPE EXCEPT FOR _ REQUIRED(TAMPER DIVING 06 4 PROOF/SEE NOTES) STEPS OPTIONAL SW[N-OUT OR LADDER -ENTRY REQUIRED REQUIRED(GR/#8 CU) (SEE NOTES) CIRCULATION WHERE DEPTH OVER LINE 5'DEEP(SEE NO'T'ES) ?I V11J'T RAIL OPTIONAL LINE >N GENERAL POOL PLAN GENERf1 T-9"Min.EXCEPT FOR SEE NSPJ S RE: SLOPING ENTRIES.4'-0"Msc. -� HANDHOLDS SAMPLE ONLY.EACH APPLICATION F WAS( BE BASED ON A TOTAL DYNAMIt LINE 4 EXCEPTION:ROPE ANDDetermine System Flow Rate: FLOATS INSTALLED IF a 8"Max Minimum Flow Rate Required:35gpm per skimmer(Rt LESS THAN 4'-6" Radius 7 Mux. Pool Volume: sq.ft x ave depth x 7.4 I I i o'Mn Turnover Time in Hours: Lours x 60 mitt/hr=_ Flaw Rate: gallons/ minutes=_ 3 Mac 1 PIPE SIZING CHART(MA7QMUUIt1). 8'Min.TO SLOPE CHANGE HPE SUCTION PRESSURE POOL SECTION DETAIL Ov 35 GPM 65 GPM Z• 60 105 3/4'.=P 2: 90 147 SB2836,6-20.07 ;• 135 230 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS,THE USE OF AN 4• 235 396 UNDERGROUND BONDING CONDUCTOR MADE OF#8 AWG.BARE SOLID COPPER WILE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6INCHES BELOW SUBGRADE,AND 18 TO FOR POOLS WITH VOLUME 15,000 GALS, 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR SPA,IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH s.680.26(c)OF THE PLIT: HAYWARD SP3010X152AZ, (POOL) E. HAYWARD SP3015X202AZ(SPA) NATIONAL ELECTRICAL COD DUAL SPEED PUMPS TLJRNO VER RATE-6 HOURS-360 MINS. PAVERS OR VARIABLE OR DUAL SPEED PUMPS ARE FOOTING 4"DECK 2,500 DECK FINISH REQUIRED IF THE PUMP EXCEEDS I IF. OPTIONAL psi(Min.)CONC. PER CONTRACT PLUMBING WILL BE DESIGN FOR THE MAX W/FIBER MESH (NON-SLIP) FLOW OF THE PUMP. RIFER TO TDH CALCULATIONS FOR VARIABLE OR DUAL SPEED DESIGNS. - _ FILTER:HAYWARD C1200,120 GPM CAPACITY OR HAYWARD C 1750,175 GPM $° POOL FINISH PER CONI RA I MAIN DRAIN:CUSTOM MOLDED 25507-I00-010 8"X 8"FOOTING BEAM&"7"BAR W/(2)93 BARS OPTIONAL CLEANER:HAYWARD VAC LOC 8" VENT SCREEN:WATERWAY 640-231XV OR(1)#5 BAR 6 MMAARSC3g'E OR EXPOSED MAIN SUCTION PIPE SIZE 6"Min.WALL&FLOOR THICKNESS.3,500 psi(MIN.)CONC.93 BARS ON AGGREGAM 12"CENTERS EITHER WAY,TIE ALT.INTERSECTIONS 15"MIN.OVERLAP. SKbgMER SUCTION PIPE SIZE 2"MIN.COVERAGE ON STEEL W/CONC.TO ASTM A15.A16.ASTM A30-5 Structural subject to suitable soil conditions. CLEANERNAC PIPE SIZE _ POOL/SPA, DECK, BEAM, WALL, FLOOR RETURN SUCTION PIPE SIZE ;• y2"=1„ Cechko USA - ALARM PROTECTION PRODUCTS - MODEL: S 187D Page 1 of Quality,Service,Integrity,Cornmitment to Excellence Print CloseWindow Model: S1 87D-SAFE POOL One unit per single entry/opening(and/or with its screen by using the second set of sensors). Can not be used for 2 windows next to each other. Magnetic sensor entry alarm "Always on" alarm protection i Adult pass-through auto reset button High output 110-115 dB alarm Water/weather resistant housing Magnetic sensor for additional door/screen door Low battery LED display CONTAINER: Addtional pass-through button for delayed entry from either side door or fence 20 FT:9,600 pcs. 40 FT: 19,680 pcs. wIntended for interior or exterior use 40 HQ:22,896 pcs. 9V battery operation (not included_ UPC Barcode:014575 18701 1 Pool Guard Alarm USA Patent No.5,473,310 and No. 6,727,819 ETL Approved under UL 2017 Standards! www.techkomaid.com I Office Products(888)883-2456 1 Security Products(949)380-7300 ittp://www.techkomaid.com/security/pool/S 187D.html 8/14/201; Carper, Rick From: RD Gray[rgrayrdg@gmail.com] Sent: Thursday, August 29, 2013 2:31 PM To: Carper, Rick Subject: Re: 344 plaza It would be down the east side continuous to the street The west side will be decking and structure East side unobstructed RD Gray Island Pools LLC 904 334 5421 On Aug 29, 2013, at 2:27 PM, "Carper, Rick" <rcarper(&coab.us>wrote: RD, is there a flow path such that if the proposed basin overflows, it relieves to the street, not onto the adjacent lots? Ricky L. Carper, P.E. Public Works Director/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper(cDcoab.us PH: (904) 247-5834 Fax: (904)247-5843 Florida Public Works-First to Respond, Last to Leave www.apwaflorida.com From: RD Gray [mailto:rd@islandpools.org] Sent: Wednesday, August 28, 2013 4:09 PM To: Carper, Rick Subject: 344 plaza Thanks Rick Hope this looks good "Could you please confirm that you received this email" RD Gray Island Pools LLC 904-334-5421 904-372-0381 FAX Licensed Swimming Pool Contractor CPC1457429 http://www.islandpools.org/ <344 Plaza 13-2967.pdf> 2 Carper, Rick From: Carper, Rick Sent: Tuesday, August 27, 2013 4:04 PM To: 'RD Gray'; 'seth.joyner@yahoo.com' Cc: Gilboy, Tim Subject: RE: i m pervious:pervious calculations 344 Plaza.docx Attachments: 344 Plaza-onsite Retention w-grnd.xlsx RD, impervious surface calculations received, satisfactory. But total additional impervious from both projects is >400 SF, so on-site storage of increased stormwater runoff is required (see attached). Provide storage plan. This is only remaining item for pool permit approval. Seth, two issue with kitchen/ breezeway besides stormwater: 1) is need for driveway resolution-will waiver be requested for circular drive on 75' lot? 2) Need erosion and sediment control; plan provided for swimming pool construction is not adequate for your portion. Rick Ricky L. Carper, P.E. Public Works Director/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper(cDcoab.us PH: (904)247-5834 Fax: (904)247-5843 Florida Public Works- First to Respond, Last to Leave www.apwaflorida.com -----Original Message----- From: RD Gray[mailto:rQrayrdg(a)_gmail.coml Sent: Tuesday, August 27, 2013 12:18 PM To: Carper, Rick Subject: impervious:pervious calculations 344 Plaza.docx 1 Comp. By: RLC Date: 8/27/2013 Public Works Department City of Atlantic Beach Permit No: 13-2967/3276 Summer Kitchen, etc. and Swimming Pool Address: 344 Plaza Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V= Volume of Runoff C = Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 9,750 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 3,617 9,750 1.00 0.37 Pervious 6,133 9,750 0.20 0.13 Runoff Coefficient(C)= 0.50 Runoff Volume V= 0.50 x 9,750 x 9.3 / 12 V= 3,754 ft Postdevelopment Runoff Volume: Lot Area(A) = 9,750 ftZ Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 4,412 9,750 1.00 0.45 Pervious 5,338 9,750 0.20 0.11 Runoff Coefficient(C)= 0.56 Runoff Volume V= 0.56 x 9,750 x 9.3 / 12 V= 4,247 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 4,247 3,754 DV= 493 ft3 Retention 344 Plaza-onsite Retention w-grnd-xlsx 8/27/2013 Comp. By: RLC r Date: 8/ 7/2013 v Public /Works Department City of Atlantic Beach Permit No: 13-2967!3276 Summer Kitchen, etc. and Swimming Pool Address: 344 Plaza Provided Storage: Elevation Area Storage (ft) (ft) (ft) 0.0 0 0 BOTTOM 0.5 0 0 TOB Elevation Area Storage (ft) (ft) (ft) 0.0 0 0 BOTTOM 0.5 0 0 TOB Elevation Area Storage (ft) (ft) (ft) 0.0 0 0 BOTTOM 0.5 0 0 TOB Inground storage=A*d*pf A=Area= 0.0 d=depth to ESHWT= 3.0 pf=pore factor= 0.3 Inground Storage= 0.0 ft3 Required Treatment Volume= 493 ft3 Supplied Treatment Volume= 0 ft3 Retention 344 Plaza-onsite Retention w-grnd.xlsx 8/27/2013 . *Iz .�X -Nw ?Z Of T-,N 1 me, o --T 9?U i Lb ,H �� J 11l UP CCX 53 4 u ( • Ab P fiTiaN'u -f�'t�,�r kt �r � � �i,. �-C rig N a 3 1 ` --�s-oo of l Joyner Construction Group 1845 Leeward Lane Neptune Beach, FL 32266 Calculations showing increase of impervious surface area at 344 Plaza Drive: * 3,617 sq.ft.of total pre-construction impervious surface square feet *4,412 sq.ft. of total post-construction impervious surface square feet (including the addition of an impervious pool deck and a reconfigured driveway using pervious pavers) * 4,412 sq.ft.total impervious area/ 9,750 sq.ft (lot size) = 45%lot coverage *the increase of impervious surface requires 395sq.ft of on-site water storage Seth Joyner(CRC1328338) (904) 477-0484 seth.joyner@yahoo.com Showman, Lisa To: rd@islandpools.org Cc: jwalker@coab.us; Graham Shirley Subject: Permit app. for 344 Plaza (13-3276) Attachments: PW Comments 344 Plaza (13-3276).pdf Ron- Public Works has denied your permit application for the Pool/Spa at 344 Plaza. See attached documents for required information. Please forward this info ASAP so that we may review for approval. Thank you. Lisa Showman Administrative Assistant Public Works Department City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Phone (904) 247-5834 Fax(904) 247-5843 email: Ishowman@coab.us 1 ADT ?z to ' `C.— 10 UGR 22 F L �= FSP 24 BAS T L12--L12 344 PLAZA Atlantic Beach FL 32233 Building Type 0101 - SFR 1 STORY Year Built 1947 Type Gross Area Heated Area Effective Area Addition 1036 1036 932 Unfinished Garage 264 0 119 Fin Screened Porch 168 0 59 Base Area 1026 1026 1026 Finished Open Porch 12 0 4 Total 2506 2062 2140 Front 75.00 Depth 130.00 c4— mom 2z ox � OU t l-b 15" r o `eo ' tj+5 r °, SK Arm al- McGe 55 r : . . • �oC $ ci,5 nr --.—• .---- . r.-. � - L A / 3 . 3Z7 & - 3 NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida,County of Duval THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Description of property(legal description of property and address if available): 5-69 16-25-29E Atlantic Beach 2. General Description of improvements: Swimming Pool - 3. Owner Information: a)Name and Address: Matt Kachergus 344 Plaza Dr Ad Bch FL 32233 b)interest in property:100% c)Name and address of simple titleholder(if other than owner): 4. Contractor Information: a)Name and Address:Ronald Gray 1546 Linkside Dr Atl Bch FL 32233 b)Phone Number:(904)334-5421 5. Surety Information: a)Name and Address: b)Phone Number: c)Amount of Bond:S 6. Lender Information: a)Name and Address: b)Phone Number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.13(1)(a)7,Florida Statutes: a)Name and Address: b)Phone Numbers of Designated Person: 8. In addition to himself/herself,Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. a)Name and Address: b)Phone Number of person or entity designated by owner: 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one(1)year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated Vhef� atrue the best of myknowledge and beliefMatt Kachergus um of r or Owner's Authorized Officer/Director/Partner/Manager Signatory's Printed Name&Title/Office The foregoing instrument was acknowledged before me this 1 0 day of C ►�K 201 by as for 'T• of Authority,r.e.Officer/Attome ) (Name of Part Instrument was Executed for) (Name of Person) tY> y y Doc#2013236678,OR BK 16526 Page 1750, Number Pages:1 / Recorded 0911312013 at 10:32 AM, NOTARY P BLIC,STATE OF FLORIDA Ronnie Fussell CLERK CIRCUIT COURT DUVAL Print Name: COUNTY RECORDING$10.00 ❑Personally Known '"rn' S. KAY KEEL SMITH ❑IdentificatiorfType: + :•= Commission#DD 943352 tAmx Notary Seal Above) ItXPt:XPvem r 2013 Sa, Bonded Thru Troy Fan Insurance M3W7019 ?S!.:L`l;rj CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD J S) ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003276 Date 9/23/13 Property Address . . . . . . 344 PLAZA Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 40000 ---------------------------------------------------------------------------- Application desc POOL/SPA ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ KACHERGUS MATTHEW R & JENNIFER ISLAND POOLS,LLC 344 PLAZA 1546 LINKSIDE DR ATLANTIC BEACH FL 322335442 ATLANTIC BEACH FL 32233 (904) 334-5421 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . HAZOURI ELECTRIC, INC. Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/22/14 ---------------------------------------------------------------------------- Special Notes and Comments If on-site storage is required, a post construction topographic survey documenting proper construction will be required. POOL - Wellpoint (if used) must discharge into vegetated area 10 ' minimum from street or drainage feature (swale, structure or lagoon) . Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED ------------------------------------------------------------ PERMIT Qt41V 2DVF&®iiLY IN ACCORDANCE WITH ALL-CITIs(��+�7 A I�rBE �F�OII� THE FLORIRA 00 BUILDING CODES. i ljLU\ r C,� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003276 Date 9/23/13 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE ELEC DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 99 . 00 99 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH�� 800 Seminole Rd,Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax(904) 247-5845 JOB ADDRESS: Jrc� PERMIT#I 3 -C!q;w JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead ❑ Underground ❑T Underground up Pole ❑Residential(Main)Service 110-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Meters ❑Commercial(Main)Service 00-100 amps 11101-1 50amps ❑151-200amps ❑ amps OCT Service amps Conductor Type Size ❑Multi-Family(Main)Service 110-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps 11200amps ❑ amps ❑CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-3 Damps 31-l 00amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS ❑Swimming Pool ❑ Sign ❑Smoke Detectors_Qty ❑Transformers KVA []Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change 11 OH to UG ❑Other: F Q O t w ( Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name C, Phone Number Electrical Company A Z-Ay i 1=` ( �'r Office Phone 'Z I yFax Co.Address: 4-h S City S {' u f, State _Zo z d License Holder(Print): o Cr aCA Z0/L-" State Certification/Registration# 010 ° 7 Notarized Signature of License Holder ALErL074 L oB re me this day 20 1�3_ 0MMISSjrjN a)D 95776 i I .RES:pebrkny 14,201A .. "(hruNt>faryPublicUnderwntLSl nature of Notary