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360 5th St Pool 2013 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003746 Date 12/09/13 Property Address . . . . . . 360 5TH ST Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 25000 ---------------------------------------------------------------------------- Application desc NEW INGROUND POOL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ AF AB VENTURE LLC ISLAND POOLS, LLC 357 12TH ST 1546 LINKSIDE DR ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 334-5421 ---------------------------------------------------------------------------- Permit . . . . . . SWIMMING POOL Additional desc . . Permit Fee . . . . 17S . 00 Plan Check Fee 87 . 50 Issue Date . . . . Valuation . . . . 25000 Expiration Date . . 6/07/14 ---------------------------------------------------------------------------- Special Notes and Comments POOL - Wellpoint (if used) must discharge into vegetated area 10 , minimum from street or drainage feature (swale, structure or lagoon) . Full right-of-way restoration, including sod, is required. Roll off container company, if used, 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 . ) Street and sidewalk must be cleaned daily. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 63 ENG REV BLDG MOD OR ROW 25 . 00 STATE DBPR SURCHARGE 2 . 63 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 175 . 00 175 . 00 . 00 . 00 Plan Check Total 87 . 50 87 . 50 . 00 . 00 Other Fee Total 30 . 26 30 . 26 . 00 . 00 Grand Total 292 . 76 292 . 76 . 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 Building Department (To be assigned by the Building Department.) 800 Seminole Road 7 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 L_�ate routed: -dept@coab.us /22f E-mail building Cityweb-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: '3��o C5�� Dspa4vcLent review required Yes_ No LB u Applicant: Ad 0 a�nn Tree Administrator Project: 44 it) do ublic W ut,�11 Public'6atery 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: ERA'*`pproved. E]Denied. (Circle one.) Comments: (::B:U I L D _�ING PLANNING &ZONING Reviewed by: JVP Date: TREE ADMIN. Second Review: F]Approved as revised. FIDeVed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. E]Denied. Comments: Reviewed by: Date: Revised 05/14/09 �Sl ' City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road r� Atlantic Beach, Florida 32233-5445 1.3 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us d: 12J_ Date route City web-site: http://www.coab.us #I Of APPLICATION REVIEW AND TRACKING FORM Property Address: J7_ ent rpviow required Yes No Bui Applicant: _b�5 Ad'�5 a n�ni Tree Administrator Project: 10'4-a) ublic Wor _ U ic till 1-0 ic a etyv Fire Services ry 11,9 UN re, 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: ElApproved. FIDenied. (Circle one.) Comments: BUILDIRG <—PCAMING &ZONING Reviewed b" --Date: aldl)o TREE ADMIN. Second Review: [-]Approved as revised. nDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. nDenied. Comments: Reviewed by: Date: Revised 05/14/09 04-Abr la COP kund fool@ Ux Impervious calculations for 360 5h Street Current lot size 7500 sft Current impervious House 2366.40 sft AC pads and shed 506 sft Total 2872 sft 38% Proposed installation of paver decking 0 sft 3.6% No decking or pavers installed as part of this project Total proposed new impervious after construction 2872 sft 38% Completed by RD Gray Island Pools LLC 904-334-5421 BuILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH NOV 2 5 2013 800 Seminole Road, Atlantic Beach, FL 32233 ii FILE C Office (904) 247-5826 Fax (904) 247-5845 IBYQs� —1 Job Address: 360 5hStreet Ad Bch FL 32233 Permit Number: Legal Description 5-69 16-2S-29E .172 ATLANTIC BEACH Parcel# 169845-0270 Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 25000.00 _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/proposed structure(s)(circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes ' No N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: In ground swimming Pool Property Owner Information: Name: AF AB Venture LLC Address:800 3rd Street City Neptune Beach State FL Zip 32266 —Phone 334-5421 E-Mail or Fax#(Optional Contractor Information: Company Name: Island Pools LLC_Qualifying Agent: Ronald Gray Address:1546 Linkside Dr City Atl Bch State FL Zip 32233 Office Phone Job Site/Contact Number 334-5421 Fax# State Certification/Registration# CPC1457429 Architect Name&Phone# Engineer's Name&Phone Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address A I ai is here ade a''n a ermit to do the work and insta"at, ns s i ndic rtify that no work or installation has commenced prior to the e er 0 ed to mZ,, san r? a ng construction in thisjurisdiction. This permit becomes null t to o't r pi m f ic 0 'y md ha a k truct n r 010k s or abandonedfor a period ofsix�6)months at any time a ter ix )fr �",or (6 nt c I pp ance a permit an t wo w ' p ssu 0 , wo, s ot c a d 'd 1� k, n om"nced within s 0 0 f d�6 I understand that separate per it in, t be secured or E ectnc PiuntNng,Signs, Wells,Pools, Purnaces,Boilers,Heaiers, "k is co menc, Tanks andAirCon, tioners,eta 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 FINANCING9 CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I herelb certify that I have read and examined thi's application and know the same to be true and correct. All provisions of laws and ordinances governing.this .).work will be co�nplied with whether specified h-rein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions ofany otherfederal,st,--v, or local law re- ig construction or the pe�fo�mance ofconstruction. Signature of Owneiv. A Signature of Contract r Print Name Print Name 7 . ........................................................... ar . . ... .... .......................................................... SwoEn t�and subscribed before me Swqt,�qO subscribed before ine iy � of 201 this s;L —,Wy of ov 201 N Py I �a 1A adk IN -No NotajVublic N JENMFER WAIAR COMMSS10 4100 WV,,� 26.10 XPIRES:Ap 4. TWU Pubk Undefwftrs TREE VEGETATION AFFIDAVI'r Fr City of Atlantic Beach rILE C Ply Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach, FL 32233 (P)904 247-5800 (F) 904 247-5845 PERMrr# SECTION I-APPLICANT INFORMATION F_ Owner(s) Legal Authorized Agent* NAME OF APPLICANT Ronald Gray NAME OF COMPANY Island Pools LLC ADDRESS OF COMPANY 1546 Linkside Dr Atl Bch FL 32233 PHONE 334-5421 CELL EMAIL CONTRACTOR CERTIFICATION NUMBER CPC1457429 ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION 11-SITE INFORMATION STREET ADDRESS OF PROPERTY 360 5th Street Atl Bch FL 32233 Ifan address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION 5-69 15-2S29E.172 Atlantic Beach LOT 27 BLOCK 6 SUBDIVISION REAL ESTATE NUMBER 169845-0270 LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL X COMMERCIAL OTHER(SPECIFY) 11011111 offirm that / hove reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach, FL andlor I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed andlor removed from the ahavP'; '4;,7cen erties in conjunction with this roject. sfGNATURE OF OWNER SIGNATURE OF OWNER Signed and sworn before me on thisO"ty of NOV '20tS by State of County of Identification verified: FL, �>L"- Oath sworn: F,— Yes F_ No kz�f Nota(Lgn ,)lture JENNIFER WALKER MYCOMM My Commission expires: ISSION*FF011i REV-TVA-00.72 LVDID'IZS-And24 9017 Bonde Thru Public Underwrihirt rooku Cover page 360 51h Street Atlantic Beach FL 32233 Occupancy class R-3 FBC 2010 NEC 2010 1.1mpervious calculations 2.Building Permit Application 3.Proof of ownership 4.Notice of Commencement (to be filed) 5.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 ti FIL-E CORY 12.Tree removal application 13. Door and window alarm specifications REVIEVWD FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PFRMrIS FOR ADMIONAL REQUIREMENIS AND CONDMONS. REVMWED By. 112 -1,�: DATF- Z-2-15 LLIC 1 8 - Bud rooloux Impervious calculations for 360 5th Street Cuffent lot size 7500 sft Cuffent impervious House 2366.40 sft AC pads and shed 506 sft Total 2872 sft 38% Proposed installation of paver decking 0 sft 3.6% No decking or pavers installed as part of this project Total proposed new impervious after construction 2872 sft 38% Completed by RD Gray Island Pools LLC 904-334-5421 M A P 0 F S U R V E Y LOTS 27 BLOCK 6, PLAT No. 1. SUBDIVISION W. ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5. PAGE 69 OF THE CURRENT PUBLIC RECORDS Of DUVAL COUNTY, FLORIDA. 5th STREET 40'RIGHT OF WAY PAVED SV MAGNAL 0 MOM EDGE OF WAIX &311 KAVA im MCE OF MINIM FOLIM MAGIVAL& �PPL No C�Ap 600.00� DISC LB 35n WT 11r"m 50.00' A PM UM72 B1 lo.r < 0 2DO 0 5.1' V) LOT 29 LOT 27 LOT 25 < LAJ it V. CONCRETE b BLOCK L) 7 0 FOUNDATION 1W OF @I=-10M P8 ic 6 ! � 3" C4 im cy; 90! 3W E3 c�o 5.1 2L6* SCALE-- 1' - 20' CONCRETE :L BLOCK FOUNDATION TOP OF OLM -IM2D 214r r WOW M.1 50.00, pmm I/r m M.00 CAP 50.00' ca— m um" 3ET 1/r fm um rRmff DECK . I 12X LOT 30 LOT 28 LOT 26 NOTES,, THIS IS A BOUNDARY SURVEY. NO BUILDING RESTRICTION LINES AS PER PLAT. ANGLES AS PER FIELD SURVEY* A 89'50'53' B W1 3'5.3' C 09"35'56' D 89'59'18r NORTH ARROW PROTRACTED FROM PLAT. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE 'X' (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN THIS SURVEY WAS MADE FOR THE BENEFIT OF BE DETERMINED FROM THE FLOOD INSURANCE AF AB VENTURE. LLC. RATE MAP PANEL NUMBER 12031CO409H. REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA 'NOT VALID WITHOUT THE SIGNATURE AND T14E DONN W. BOATWRIGHT, P.S.M. ORXMAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC, SUIRNEYOR and MAPPER No. LS 3295 SURVEYOR AND MAPPER.* ADDED FFE - JULY 23, 2013 FLORIDA Lr- SLNV.CYIMG &MAPPIING.BUSINESS No� LB 3672 CHECKED BY, - DAIE- i BOATWRIGHT LAND SURVEYORS, INC. JULY Z 2013 DRAWN BY._PGP 1 — FILE. 2013-0572 Ili 1500 ROBERTS DIRIW, JACKSONWLLE BEACH, FLORIDA 241-85W SHEET—' OF I oi6 4f L; c 12 V w 16'uo cc cc In co P N m fD rD 'Fa o Lu SAMUEL LIBERATORE, PE5.574C) 1268 ROGERS ST CLEARWATER, FL 33756 727-442-8"3 ANSUASP-7 2006 Specifies 'three �,,,ethods for determining the maximum, system flow rate. Tihe following simplified TDH calculation is one of the methods specified. Simplified Total UINnanfic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate�Ip Minimum Flow Rate 5equired: 35 gpm per skimmer 1. Ca k;u late Pool Voiume x x 7,48 (gal./cubic foot' (Sufface Area I (Avefa Depth) (voluir, Wonr- 2. Determine preferred Turnover�Time in hours: x 600 [minutes I hotsr) e In [5 11 (Hours) (Turnowr in.MintAes) 3. Determ ine Max Flow Rate: + 0 -16� , " , -1 —= :�a _Y r�'- fVoiurpe in qations)jumover Minu!es) (Pool Plow Rate) (FeaWre Fla�Rate) (Sys&T;Flaw Rate) 4, Spa Jets- x gpm per jet flow rate. (NijmIxr of'lets) (J�t Flow) rTatal Jet flow i5ale) (For single pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool&spa) Determine Pipe Sizes: +C- Branch Piping to be inch to keep velocity @ 6 fps max. gpm Maximum System Flow Rate. Trunk Piping to be inch to keep velocity @ 8 fps max. at LI gpm Maximum System Flow Rate. Return Piping to be inch to keep velocity @10 fps max. aff), gpm Maximium System Flow Rate Determine Simpidied TDH,- 1, Distance from pool to pump in feet a 0,It) r e flow/fric 2. Friction ioss (Iin, suction pipe) in 1 5 inch pipe per I rL omptp, ticq�, loss chart) 6 w- 3, Friction loss (in return pipe) in 15 inch pipe per i ft. (d, m (from pipe flow1fricton �oss char!) U-IL 4. Length of suction pipe x ft. of head/1 ft of pipe DH suction pipe Z Z,e) 5. Length of return pip,�,3:- ,V x ft, of head/1 ft of pipe DH return pipe Z-2, TDH in Piping: Filter loss in TDH (from filter data sheet): -7 Heater loss in TDH (from heater data sheet): Total all other loss: j Total Simplified TDH: Selected Pump and Main Drain Cover. Pump selection V3-3C%SO using pump curve for Simplified TDH & System Flow Rate (Pump iTtode,and size in Horsepvvvor) Main Drain Cover (�j (System Flow Rate must not exceed approved cover flow rate) (Make and Mode5 Notes: Minimum system flow based on minimurn, flow per skimmer of 1-5 qpm, Determine the Number and Type of Reguired In-Floor SucOon Outlets: Check all that apply. SAMUEL UIDEr jATOFE _)26,�, RO,3613. PE 55740 a 31-0" 0 2 vuction outtet�.A flow(see.no* 2 S - ug--I -Lb.-apm max i� S7 ,4 01 , LEAR-WATER, FL 3375e, 6 0 3 suction outlets @ __gpm max, flow (see note 3),?,r Aquastar Channel Drain -A 316 gpm max.. flow rate . ,.2_442-84,�k3 A &A Channel Drain @ 217 gpm wl 2 port & 278 gpm w/ 3 parts (see note 41) TDH Calculation Options Total Head In Feet Conversion Chart For each pump Inches Mercury (VIa M :Gau e Check one 0 _27 4 1 6 8 1 1 0 12 1 1 16 1 18 0 0.0 2.3 4"5 6�8 1 9.0 11.3 13.6 15.8 181 1 20,3 fified Total D namic Head (STDH) 1 _T3 _�6 5.8 - 1 11.4 136 15Q 18,11 20.4 1-22-71 I Complete STDH Worksheet- Fill in all 2 4.6 6�9 6.1 11.4 13,7 1�-;�1 � 20.4 22.7 25.0 19TIO r - I blanks 3 6.9 ___9.-2---If 11.5 13,7 16,0 18,2 20.5 1 22.8 .25.0 27.3 1,5 1 1 3 22.8 1 25.1 27,3 Total Dynamic Head (TDH) 4 9.2 1 1 3 8 6. - 2-05- 29.6 1.5 11 13.8 16.1 18.3 1 20.6 22.8 25.1 1 27.4 29.6 3',,9 Complete Program or other calcs. Fill - _ - I - - in required blanks on worksheet& 6 13.9 1E 1 18.4 20.6 1 22.9 T5_2 27.4 It 29.7 31.9 1 34.2 attached calculations. 7 16.2_ 1&4 1 20.7 23.0 1 25.2 27.5 29.7 32.0 iZ_37, 36,5 18.5 20.7 1 23.0 25.3 1 27,5 29.8 , 32.0 34.4 36.6 38.8 it� 2 213.1 25,3 2 1 29.8 , 3211 34.3 36.6 3_8,_97�11_1 11 0 23.1 - 25.4 1 27.6 29,9 __!3�12.�13�4,4 36.7 38.9 41.2 43.4 11 11 2 5.4 -2 7-7-IT 2 9-9 _32 .2 34.5 136.7 39.0 1 41.2 43�5 45.8 12 27.7 30.0 i2_2 34.5 __�_667-39.6 41.3 43.5 45.8 48,1 T 41.3 43.6 45.9 48.1 1 50.4 1! 13 30.0 32.3 34.5 f6 8 9-1 --- Notes: 1 14 32.3 34.6 39.1 41.4 :4�=3.66545�9 50.4 1 52.7 1. If a variable speed pump is used, use the 15 34.6 36.9 _39�2 f_41A 43.7 45.9 48.2 50.5 52.7 55.0 16 3TO 39.2 41.5 433 1 46.0 48.3 50�5 52.8 55.0 57-3 maximum pump flow in calculations, 17 39,3 41.5 43.8 146.1 48.3 50.6 52.8 55.1 .4 _!�6_6 2. For side wall drains, use appropriate side 18 41.6 43.8 46.1 1 4 8.4 50.6 5Z9 55.1 1 57.4 59.7 61.9 19 43.9 _F _� wall drain flow as published by the �E T 8A � 0 7 __�2_9 5 5-2--5-7-4 5 9-7 _�2-C) _6�_2_ manufacturer 20 46.2 48.5 503 53.0 55.2 57-5 59.8 62.0 64.3 66.5 55.3 57.6 w�.b 1 64.3 1 21 48,5 50.8 53.0 59.8 62,1 66.6 58.9 r4_8-2 t_RT 4--1 5747 3, Insert the manufacturer's name and 22 53.11 55 _-69-9 T-6-2._11 64.4 66-.6 68.9 71.2 _4 57.6 1 approved maximum flow. 23 53.1 55.4 573 5��Tg "2.2 64.4 66.7 69.0 71.2 73.5- __i4 _�_54_1_57.7 60.0 6 .5 1 ..5 66,7 69.0 71.3 73.5 4. See installation instructions for number of 75�8 25 57.8 60.0 623 64.5 66.8 , 69,1 1.3 1 73.6 75.8 1 78--0- 601 ports to be used. :2 60.1 662.3 �-6 6�68 1 69.1 71.4 73.6 1 75.9 78.1 80A 6± 6 6 5. In-floor suction outlet cover/grate must 27 1 62A 64.6 66.9 69�2 71.4 73.7 75.9 78.2 1 90.5 82.7 conform to most recent edition of 28 1 64.7 66.9 69.2 71.5 73,7-76.0 78.2 55 1 82.8 85.0 29 67.0 693 71.5 1 73.8 76.0 78.3 80.5_ 82.8 85. 1 i-73 ASIVIE/ANSI Al 12.12.8 and be embossed 30 69.3 71.6 73.8 7�.T 78.3 80.6 82.9 85.1 87. 9.6 N7 6 with that edition approval. 31 71-6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 920 32 719 76.2 78-4 80.7 83.1 85.2 -6-7-5 _�_9'.7 __92.0 6, Pump & Filter make, model and location can 94.3 1 33 _76.2 _F8_5 '-i-0-7 83.0 85.3 87.5 89.8 92.0 1 94.3 96.6 j; _ 8 not change without submitting revised plans 341 78-5 80.8 83 1 1 85.3 1 87.6 89.8 92A 94,4_ 1 96.6 989 and TDH worksheet. 135 11 80.9 83.1_ 85.4 1 87.6 1 89.9 2.2 94.4 96.7 98.9 101.2 Flow and Friction Loss Per Foot Swimming Pool Specification for- Schedule 40 PVC Pipe /- 1 - i ( , h I - VeJocity-Feet Per Secund I J/V U <-'C Pipe fts 8 fbs 10 fbs Size 1-___F__16gPM 0.25' 21 g�m 0.66' 26 gpm 0.94* 1.5, 37 gpm 0.16' 50 gpm 0,28' 62 gpm 0.48' 2" 62 9pm V51 82 9prn 0.25' 103 9prn OAU Job Address: 2.5- 88 gpm 0.09� 117 gprn 0.15 146 gpm Q-2T __.t i .�, � _�,_ 13d gpm 0.09' 181 gpm O�14' 227 9PM 0.23' ---- --- 4' 234 gpm 39-2 gpm---- 51 06 F313 gpm o.io, SAMUEL O@f�Rfflj)RE, PE 55740 6n 534 gpm 0.04' 712 gpm 0_04' -1268 ROGE 890 qprn CLEARWATER, IFIL 33756 7137=AAn OAA- V Intellif lo'VS 3050 & 1nte11iF1oVS+SVRS High Performance Pump 4> Featured Highlights Slashes energy costs up to 30%or more ( Eco, K select - Easy to program and operate - Offers ultra-quiet operation ...just 7— 1 Now decibels or half a human whisper re Operates at the minimum speed quir( for unmatched longevity Compatible with other pool systems, including EasyTouchO,IntelliTouch",and SunTouch'" lntelliFloVS 3050 High Performance Pump Patents Pending lntelliF[o'VS 3050 allows the programming of four various speeds ranging from 400 to 3450 RPMs to accomplish different tasks at lowest energy usage. Ordering Information -trtan' Full Load Port Size(NPT) Q Wtage kW HP SF SFHP Product Description -cortlItmtio" Amps Suct.&Disch. INTELLIFLOVS 3050 PUMP 011013 lntelliFloVS 3050 UL,CSA,NSF 230 16 3.2 3 1.15 3.45 2 4/ 47 011017 Intell!FloVS+SVRS UL.NSF 230 16 3.2 3 1.15 3.45 2" ACCESSORIES 8 520641 IntelliComm 4 3SO122 50'Communication Cable' Included in package with pump. J/1 STA-Aft SYSTEMW Repair parts-see page 170 #1 PLM SERIES - Sla-Rite's modular media filtration is the perfect match lor the small in-ground and above-grOLind pool mark Is. Advances e in media technology and balanced flow design provide dirl-loading capabilities LIP to 15 times greater than sand filters of eqUivalent size. _11.1, -lintenance-free operation for today's pool owner. Now Vil Mly III, avililable it) 300 sq. h! CERTIFICATIONS - The filter shall be tested and certified by a nationally recognized le5ting laboratory to conform to NSF Sid. 50. KSE! Typical installation - In-ground the smaller System!2 filter,enibling Large Drain Plug—Filter includes pools and ill-gfOUnd hot tubs mainlenance-free operation for 2"NPT Drain ports.which are Quality Construction —Durable pools of all sizes provided with reducer bushing and a two piece I.-nk 1101.1hing constructed Low Maintenance— Corriplele V 112"drain plug Of rugged ABS thermoplastic to media coverage combined with Modular Filter Tanks—Allows ensure a long-lasling lank life shallow pleats means greater did for quick change of filter medias Easy Access— Posi-Lok*locking holding capabilities,resullinq in without changing the lank ring provides safe,Iasi access to longer filter cycles and less elpaning Sleek Looks—Contemporary lank iniernals A Perfect Fit—The small diameter style and matte black finish looks Patented Design— The palenled, foolprini makes the Syslem:2 filler altrarlive in any pool setting innovative balanced flow design a perfect fit for new and retrofit first inlroduced willi the Syslern:3 installations.The interchangeble Mod Medii liller is now available in ports provide multiple plumbing options. X Fillej Optimal' Flow Rated" TURNOVER RATE(GALLONS) Tank Approx. Catalog Area Performance GPM IFILOW RATE x 60 x HOURS) Port Ship.Weight Number (sq.ft.) al!this GPM per sq.ft. "Y14 �Al 8 Hrs. At 10 Hrs. Size Obs.) PLIVI too too 50-75 38- 100 111-36,000 18 L18.000 ;13 60.000 2. - - -------- 41 PLM 1,15 1 50 94 47- 125 17-45,000 22-60.000 28 75.000 42 PLM 150 150 50-113 56- 150 20-51,000 27- 72.000 3,1 -90.000 2'- 43 PLM 16 175 50- 120 66- 150 24-54,000 31 - 72.001) 2.1 J')- fq PLM,700 200 bo- 120 75- ISO 27-54,Ooo 36 72,000 111) 40,000 2" 45 P I M:100 100 50 120 113- 15 0 41 -54,000 54 12,000 2. 6h 90.000 53 willpiovidi-[Ile 10"geO filler cYcles combened with ihe hesiand qreair�i(],,I loadjetv ral-,dy Loijet Idler area will provide longer belween cleanings I on N SF I I.-000111101111CLI I 111w ra I e for rommei cjAI to 37.5 GPM persquare lot), Nob,itltw,,%Ilv,ilveleii4ill.,.(i NOTE:opotaltiq Lonisin inaxilt),im(i'MI11111,11 opejaling pressure of So Psi pool/spa(baiherj 10,11 ('10-C) dill1l"-11101s.'nil'UrMfi u[JI-111119 water temperature X .... .... ... .. ... ............ .......... ............... ............ accessory ordering information Appnm Ship. weight Description 11 0100S 100 So.Ft.Replacement Module for PLM100 - 125S 125 Sq.Ft.Replacement Module for PLM125 11.5 12 0S 150 Sq.Ft.Replacement Module for PLM150 13 175 Sq.Ft.Replacement Module for PLM175 - 175S 14 0S 200 Sq.Ft.Replacement Module for PLM200 19 300S 300 Sq.Ft.Replacement Module for PLM 300 8 oz. 7 P 2"x 1-1/2"Pipe Reducer Bushing 1 Spring Check Valve outline dimensions PLM300 0. E) VA4 27n MET 2"KM WM Nff INLET 225 go 225 MOK )so All dimensions shown In inches. PLM100,PLM125, 5 10 20 40 60 80 100120140160 OW RATE IN GALLONS PER MINUTE Waterway Technical Bulletin:VGB2008 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. They are designed for single or multiple drain use.This drain cover assembly 4.t 0, 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: J White J Bone 8 Black LJ Gray 8 Dark Gray N Beige 8 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 81, 1 1,.83 100 @ 2.27 ft/sec 64 @ 1.73 ft/sec 55 08.650 part Na Descaphon 07.624 819-00051 #8 Stainless Steel Screw-32 x Y,6 7.000 642-2151 V 8"Anti-Vortex Drain Cover 642-214x 9"Anti-Vortex Drain Frame 819-M51 0 0 0 0,%,0 '- 0 0 0 '4tb� 642-215x V 0 0 0 - 00 .20 0 0 01; 0 10 0 a .300 ko 0 C) 0 642-214x 0 000 0 d 0 0 .470 .800 .975 02009 Waterway Plastics-2200 Sturgis Road,Oxnard,CA 93030-Ph.805-981-0262-waterway@waterwayplastics.com-www.waterwayplastics.com 807-0081.0309 FroO VS 3050 High Performance Pump Dimensions and Performance WD LISTED CSA CertMed Listed 1,20 101- omens..,. -03450 rpm @3110 rpm It 02350 40- __@ I-560 rpm Lv ..��50 Zrr rp`m� 0 20 40 60 so 100 120 140 160 U.S.Gallons per miDute 5 10 15 20 25 30 35 Cubic Meters per hour 26.406 .......... L --11.047-- B x7l. 1075 lit parts UENEI 1111111 1 I'lp�,V I I -_ —, SPECIAL SPA REQ MENT S:', -DESIGN,CONSTRUCTION WORKMANSMP SHALL BE IN CONFORMITY WITH TIE -MAXIMUM WATER DEPTH 4',MAXIMUM SEAT DEPTH REQUIREMENTS OF ANSYNSPI 3,ANSI/NSPI 4,ANSY 28',MAX NSPI 5,ANDANSI(NSPI 6,ANSI/ApSp 7 AND ANSI/ApSp 15 -FLOOR SLOPE I�12 BASED ON TFIE POOL TYPE. -STEPS:MIN.I-READ I(r X 12',7 SE WN'R4 R`Ir MAX' -SEE NSPI FOR DIVING WATER ENVELOPES. RISER EXCEPT THE BOTTOM STEP MAYBE 14'IF IT IS -SLIDES SHALL MEET THE MANUFACTURE'S THE SEAT.INTERMEDIATE TREADS AND RISER BE UNIFORM.IF TEE SPA is OPERATED INSTALLATION REQUIREMENTS. ND -ENTRY/EXIT:REQUIRED AT THE SHALLOW END Al INTERMITTENTLY IT SHALL HAVE A ONE H" DEEP END IF OVER 5 FEET DEEP.ACCEPTABLE ARE TURNOVER,IF CONTINUOUS A SIX HOUR TURNOVER, STAIRS(10"MIN TREAD WITH 240 SQUARE INCHMN -MAXIMUM TEMPERATURE 104 DEGREES. AREA,12"MAX.RISER WITH INTERMEDIATE TREADS MEET ANSI/NSPI ARTICLE XVII,SAFETY AND RISERS UNIFORM). LADDERS,UNDERWATER INSTRUCTIONISAFETY SIGNS. SEATS, -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINIJ`TES OR AND SWIM OUTS(MAX 20-BELOW WATER). -CIRCULATION SYSTEMS,COMPONENTS AND MM LOCAL CODE IF GREATER, EQUIPMENT SHALL COMPLY WITH NSF 50. ELECTRICAL �(EQLJMENIENTS: -THE MAXIMUM TURNOVER RATE IS 12 HOURS -FILTERS SHArl,HAVE AN AIR RELEASE AND -WIRING AND BONDING AND ALI,ELECTRICAL TO PRESSURE GAGE. COMPLY WITH CHAPTER 27,FLORIDA BUILDING -PUMPS 3 HP AND LESS SHALL MEET ANSIJUL108 1 IN DRAIN REQLUE CODE 2010 AM NBC 200& MPER PROOFISEE NOrES) CORROSION RESISTANT WITH STRAINER AND WET -NO OUTLET OR OVERHEAD POWER WITHIN WIF THE REQUIRED FLOW. -SURFACE SKIMMERS SHALL MEET NSF 50 AND WITHIN I S'PROnCT BY GFI,TRANSFORMER MIN.19 HnNG&BONDING SAME AS FROM POOL,8-ABOVE WATER,J BOX 4'FROM POOL, POOL THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET BRASS TO J BOX OR TRANSFORMER WHICH EVER IS OF SURFACE AREA. FIRST EXCEPT WHOM PVC IS APPROVED LWITATIONS ON SWE -RETURN INLETS SHALL BE A MINIMUM OF ONE FOR FLORIDA BUILDING CODE R4 101 6 EVERY 300 SQUARE FEET SPA PLAN �HEATER SHALL WET ANSI-Z21.56 OR UL M I OR THE POOL CONTRACTOR IS RESPONSIBLE FOP, UL 559. FURNISHING ALL DETAIL DESIGN REQLWkFMgNTS DISINFECTANT EQUIPMENT SHALL COMPLY WITH FOR EACH INDIVIDUAL POOL IN ACCORDANCE WrFH NSF 50. THE FLORJDA BUILDING CODE,AND ALL -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR CONSTRUCTION SHATI MEET ALL APPLICABLE MEETLOCAL CODE IF GREATER. CODES INCLUDING PLUMBING,ELECTRICAL AND 6" OAS. PIPING SHALL BE SCH.40 FVC,NSFpw,MAX. co PERMIT SHALI PRESSURE VELOCITY 10 FPS,SUCTION 6 FPS. i TEAD OF 60 fl THE POOL PLAN SHALL SHOWTHE DESIGN PLUMBING AS PER TEE SAMPLE WITH THE INFORMA11ONREQUIRED SHOWN. MAIN DRAIN 7:� ;-4 dre&I Skimmer per 900 sf) PLUMBING SHALL BE TWO DRAM SEPARATED BY 3' 0 WITH APPROVEDANSPASME Al 12.19,8.2007 COVERS. AS AN ALTERNATE THE APPROVEDDRAINS MAY BE I gal/cf giallons PLACED ON DIFFERENT PLANES.TIE IWO DRAINS minutes vEN-r LINE70 DUAL LM OF SHALL HAVE A COMMON SUCT`ION LINE. SUCTION CYRADF GRATES MAY BE USED IF APPROVED AT A MA)W&JM pm MAIN DRAINS OF 1,4 FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE VENT DETAIL SUCTION PIPE SIZE. IN ADDITION A SAFETY VACUUM RELEASE SYSTEM MAY BE INSTALLED. THIS MAY CONSIST OF AN AIR RELEASE SYSTFM, THE VENT (Opt—al) x1l-I" PIPE SHALL BE TIED TO THE MAIN DRAIN LINES,SIZED THE SAME AS THE MAIN DRAIN SUCTION LINE WITH A MAXMIUM LENGTH OF VENT PIPINGTO BE NY,THE VENT PIPE WILL BE ELBOWED UP AND OVER WITTI A GRATE FOR PROTECTION AND LABELED"SAFETY VEVr' 'MAIN DRAINS AS OF 12-19-OS AND/Olk"SAFETY VENT LINE". ANSI/ASME Al NA91-2007 SKIMMERS DO NOT REQUIRE PROTECIION AND N--) MUST BE DESIGNED FOR A MINIMUM 25&pm. THE FOLLOWING SHALL BE LABELED WITH POOL LABEL MARKER TAPE AT THE FILTER LOCAlION PIPES.VALVES,PUMP(S)OFF-,WtTCH IT HAS BEEN CERTIFIED TH, —ESEDESION Mlk GRATE OPEN AREA-I'LOW/17.8 REQUIREMENTS ARE IN COMPLIANCE WITH THE FOR VELOC17Y 67SEC FLORIDA BUILDING�70DER410t,4242-2010,MO�VNSIJ'3, AN[SI,`N9PI 4,ANSI/N.Rh ANSYINSPI 6,ANSbAMP 7 AND CLEANIER ANSI/APSP 15 LINE IONAL) EQUIPMEvr RESIDENCE LOCATION ISLAND POOLS FLOW THRU SPA NO SKIMMER TYPICAL GIL FM V 3 SKIMNIER REQUIRED—i SIMMER RRBAA,2'WrW1rf-f FOR SPA WITH i I CUTO K" (NDEPENDW FILTRATION SYSTEM OFFICfNk' DEW%W1 OPTIONAL 12VU43HT W/TRANS.W BRASS RAIL OPTIONAL— OR PVC(SEEN01M) NO LIMITATIONS To DUAL MAN DRAINS SHAPE EXCEPT FOR REQUIRED UAMPER DJVrNG PROOF/SEE NOTES) STEPS OPTIONAL SWIN-OUT OR LADDER ENTRY REQUIRED RSQUIRED(ORMS CLD (SEE NOTES) WHERE DEPTH OVER 3.DEEP CIRCULATION-- > (SHE NOTES) LINE VENT LIGI RAIL OPTIONAL LINE >Na GENERAL POOL PLAN � A.=I, GENE T-9.Wm EXCEPT MR "41 SLOPING E=ES.4'-0'Ah& SEE NSPI 3 RE:- HANDHOLDS IF ----------- WATER SAMPLE ONLY.EACH APPLICAT[ON F)j LINE BE BASED ON A TOTAL DYNAMIC I EXCEPTION*ROPE AM FLOATStNSTALLEDIP LESSTHAN4'-e 81 Deler�System Flow Rate: Radial Mintirmun Flow Roe Reqwmd.35gpm per skimmer(R*, 7MM. ?M]Volume:—sq.ft x—avv depth x 7 48 11.1?Ma. Turnover Time In Hours: hours x 60 miuft- 3 wam Flow Raft: sallons/—minates 9,Mia.TO SWPE CHANGE F_WE SUCT10N PJ=SURE POOL SECTION DETAM IK- 35GPM 65 GPM r 60 105 Sa2936,&-2"? 2)5 90 147 MR BONDING AND GROUNDING SYSTEMS FOR SWIMMING PODIA THE USE OF AN 3.- t33 230 UNDERMOU14D BONDING CONDIJCTOR MADE OF 05 AWG,BARE SOLID CM44M WIRE 4 233 396 BURMD TO A MINlIWUM DEPTH OF 4 INCHES TO 6 INCUS BUOW"GRADE AND I I TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR SPA,19 DEEMED A FcR POOLS WITH voLumE-I sow aws. PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH L 690.26(o)OF THE ?(A4P,HAYWARD RWIQXISW, (POOL) NATIONAL ELECTRICAL CODE HAYWARD 3P30I SX202AZ(SPA) DUAL SPEED PUMPS PAVERSOR TURNOVER RATE-6 HOURS-360 MINS. FOOTING 4-DUCK 2,30D YARIABLEORDUAl WEEDFUM"ARF DECKPINISH JISQUIRSO IF THE PUMP EXCUMS I HP. IOPTIONAL Psi(Win.)CONC. PRRCONITRACT FLUMING WILL BE DESIGN FOR THE MAX WIFIBER MESH (NON-SLJP) FWW GIF THE PUMP REFER TO TDH =ff.A=11CNM FOR VARIABLE OR DUAL . ......... FILrW-HAYWARD CM.I 2D GPM CAPACITY OR RAYWARD C 1750,175 OPM 8n 0 It— POOL FINISH �Opl PER CONrRACT 9*xs'FOOT1NG BEAM&"r BAR WA N DRAIN.,CUSTOM MOLDED 25507-IOD-010 W1(2)#3 BARS OPTIONAL CLEANER:HAYWARD VAC LOC OR(1)#5 BAR FMSIH)r VEW SCREEN:WATERWAY 640-M 1XV 6 MAXCn Olt 61 Min.WALL FLOOR THICICNESS.3.500 psi(MIN.)CONC.03 BARS ON EXPOSED WAIN SUCTION PIN SIZE 12"CENMPS EITHER WAY,nE ALT.INTERSSMONS 13"MN'OVE"L 2"MIN.COVERAGE ON STEEL W/CONC.TO ASTM A15.A16.ASTM A30-5 WJAMM SUCTION PIPE SUE Structural subject to suitable soil conditions. CLEANERNAC PIPE SIZY. POOL/SPA, DECK, BEAM, WALL, FLOOR ILFPLMN SUCTION PIPE SIZE Y2. Techko USA - ALARM PROTECTION PRODUCTS - MODEL: S I 87D Page I of I r —111 01 it Quality,Service,Integrity,Commitment to Excellence W7 Model: S187D -SAFE POOL One unit per single entrylopening(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 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. Intended 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 Security Products(949)380-7300 http://www.techkomaid.com/security/pool/S I 87D.html 11/11/2013 City of Atlantic Beach S APPLICATION NUMBER Building Department (To be assigned by the Building Department,) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 R E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us L APPLICATION REVIEW AND TRACKING FORM Property Address: 3�10 Depadment review required Yes No Bu Applicant: ann Tree Administrator Project: rublic W—or—ks c ti :P;,Z�ey 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. F]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: [:]Approved as revised. []Denied. W Comments: C I/ BL UTILITI —1 LIC SAFa Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. FlDenied. Comments: Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH NOV 25 2013 800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904)247-5845 -By Job Address: 360 5hStreet Atl Bch FL 32233 Permit Number: Legal Description 5-69 16-2S-29E .172 ATLANTIC BEACH Parcel# 169845-0270 Floor Area of Sq.Ft. Sq.F t Valuation of Work$ 25000.00 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 osed structureQ)(�ircle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes ' No N/A Florida Product Approval# For multiple products use product approval 1-o—r-m- Describe in detail the type of work to be performed: In ground swimming Pool Proverty Owner Information: Name: AF AB Venture LLC Address:800 3dStreet City_ -Neptune Beach State FL Zip 32266 —Phone 334-5421 E-Mail or Fax#(Optional Contractor Information: Company Name: Island Pools LLC_Qualit�ing Agent: Ronald Gray Address:1546 Linkside Dr City Atl Bch State FL Zip 32233 Office Phone Job Site/Contact Number 334-5421 —Fax# State Certification/Registration CPC1457429 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address A a e e ade 'ai n a erm,'110 do the work and insta"ati?ns as indic or installation has commenced rior to �e r f P'ic e is Ymd h a rk p be e ormed to m tthe an a law thisjurisdiction. This permit becomes n'11 'io r 0 0' r 0 ns t n r 0 k"s aWeriod of sq6,)months at any time after it Ot ,or c c (6 ,'p uanc 0 a permit an ' a wo w p ss d d work otc m en ed hi,s 0 tru r t t s P t,Per ism t 8 cur f or I ciric be e ed E e ells,Pools, urnaces,Boilers,Heaters, f d understand ha e ara work is co mnce Tanks andAir Con tioners,eta 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. Ihere certify that I have read and examined th' application and know the same to be true and correct. All provisions oflaws and ordinances governing this 1�work will be cotnplied with whether 'ecsijt'edbrein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions ofany otherfederal,st,-e, or localsf1w re- ig construction or the peFformance ofconstruction. Signature of Ownei A Signature of Contract r Print Name Print Name ............................................................. ........ oA7 . . ... .... ....................................................... Sworn tQ and subscribedbefore me Swo d subscribed before pie of ov 201 h,�i� a, S t is ay of N Pv 201 Notaoublic Not JIENNIIFERWALKER JENNIFER WALKER IWYCOMMMIONIFF0114M myc 26.10 ;OMMISSIOV4480 0 EXPIRES:ApdI 24,2017 EXPIRES:Ap Bonded Thm Notaly Public Under*njjfg Bonded Thru N*rY Public UACIONfilM rooloux Impervious calculations for 360 5th Street Current lot size 7500 sft Current impervious House 2366.40 sft AC pads and shed 506 sft Total 2872 sft 38% Proposed installation of paver decking 0 sft 3.6% No decking or pavers installed as part of this project Total proposed new impervious after construction 2872 sft 38% Completed by RD Gray Island Pools LLC 904-334-5421 M A P 0 F S U R V E Y LOTS 27, BLOCK 6, PLAT No. 1, SUBDIVISION 'A", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLOR1DA. 5th STREET 40'RIGHT OF WAY PAVED MARK:SET MAO"IN MCA7H EDGE OF WALK r—EMLETEM-a3l IL&VD.190 FOLM MAGMAIL& LOW OF PAVEMENT DW Lft 36" W" m pvii�-MeEw'-- 600.00� A XT 11r am 50.00' r mm UM72 cli 10.2' 0 law 2(XV d law i. . 7.4! V) LOT 29 LOT 27 LOT 25 2% ?,W CONCRETE -b BLOCK 0 FOUNDATION air 0 WF OF BLOCK-IQ20 2_0 9b 0 IN!100 5.1 10,2' c;Z. T 27 E3 +1- 5.1 2LV SCALE V 20' CONCRETE u BLOCK FOUNDATION 70P OF BLOCK -10.30 2_ 2:Ls 01. 1: w� VRom C ON 50.OqL 110�r' OM v 14'.1 POO CAP 50.00t I COWIED M UNE Wr'Ir" WDOO ntAME LBX.72 DECK SMHED 12.r LOT 30 LOT 28 LOT 26 131 L 0 1 C K 6 THS IS A BOUNDARY SURVEY. NO BUILDING RE"WDON LINES AS PER PLAT. ANGLES AS PER FIR D St IRVEY. A 89*WSY B 901S53' C 09"55'56' D 99-WIS, NORTH ARROW PROTRACTED FROM PLAT. THE PROPERTY SHOW HEREON APPEARS TO LIE IN FLOOD ZONE 'X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN THIS SURVEY WAS MADE FOR THE BENEFIT OF BE DETERMINED FROM THE FLOOD INSURANCE AF AB VENTURE, LLC. RATE MAP PANEL NUMBER 12031CO409H, REVISED JUNE 3. 2013 FOR DUVAL COUNTY, FLORIDA 'NOT VALID VATHOUT THE SIGNATURE AND THE DONN W. WATVRGHT, P.S.M. ORGNAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." FLOIRIDIA M SURVEYIDIR and MAPPER No. LS 3295 ADDED FFE - JULY 23. 2013 FLORIDA tJC- SURVEYING &MAPPING BUSINESS No. LO 3672 CHECKED BY. DA1E:- DRAVIIIN BY. PGP BOATWRIGHT LAND SURVEYORS, INC. JULY 2, 2013 FILE 2013-0572 1 15W ROBIERTS DRIIVF, JACKSONVUJLE BEACH, R-ORiDA 241-85W sHEET—I oF-L- City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Bea ch, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us oil LDate routed: e2� City web-site: http://www.coab.us -7- APPLICATION REVIEW AND TRACKING FORM Property Address: jr Pvpa#ncLent review required Yes No (Bu !E!f� Applicant: -X� -Ade a�nn i Tree Administrator Project: (ffu-blic Work7s�) vumic-S-a-Fet-y- Fire Services Now 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: OApproved. nDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:_7441�� Date: TREE ADMIN. Second Review: F]Approved as revised. nDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. nDenied. Comments: Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION RUHR CITY OF ATLANTIC BEACH NOV 2 5 2013 800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904)247-5845 By Job Address: 360 5 1h Street Ad Bch FL 32233 Permit Number: Legal Description 5-69 16-2S-29E .172 ATLANTIC BEACH Parcel# 169845-0270 Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 25000.00 —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 osed structure(s)(circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes ' No N/A Florida Product Approval# For multiple products use product approval ro—rm Describe in detail the type of work to be performed: In ground swimming Pool Property Owner Information: Name: AF AB Venture LLC Address:800 3dStreet City Neptune Beach State FL Zip 32266 —Phone 334-5421 E-Mail or Fax#(Optional) Contractor Information: Company Name: Island Pools LLC Qualifying Agent: Ronald Gray Address:1546 Linkside Dr City Atl Bch State FL Zip 32233 Office Phone Job Site/Contact Number 334-5421 —Fax State Certification/Registration# CPC1457429 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address - a e e ade I ain a e d he I and ns a a ?n a nd or installation has commencedprior to the A rmit 0 0 wor, i t " ti s s i ic "c is ynd ha a o't rk P be e ed to in Z he an a law thisjurisdiction. This permit becomes null P 'io r 0 in r 0 k ss aVeriod of six months at any tim er t n r 0� ix f r t )in t or c ct (6 n ,'P anc aperm an wo w p ssu vo-e 0 wo, s it otc in i hi,s and d k n e ed w 0 0 tru e 't t t s, t P p r ism u t s cur f I' m 'c d be e ed or Electric i eJe, work is c f "need under an ha arate e ells,Pools, rnaces,Boilers,He ers, 0 s T n S n ir Con .tio rs, t ,�ft c a k a dA ne e _ 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 herelb certify that I have read and examined this application and know the same to be true and correct. All provisions oflaws and ordinances governing this work will be cotnplied with whether s ecitied h-rein or not. The granting of a permit does not presume to give authority to violate or cancel the I f provisions ofany otherfederal,st,v� or loca aw re— ig construction or the peFfb�mance ofconstruction. Signature of Ownei Signature of Contract ar Print Name . ........................................................... Print Name Sworn tQ,and subscribed before me Swo d subscribed before ine -Sz!5;'1)Ny Of k 201__!�- thi�2ftay of 0\/ 201 %.0 Notaf7Vublic Not JBIWIR WALKM JENN FER W&ER W M) MyC0MMISS10:N#FF0II4W 0 26.10 (COMMISSIot WHO 0 EXPIRES:AP61 24,220 1 EXPIRES:Ap 7 Bonded Thru Notary Pubj�UAd&A�nUj* Bonded Thru Notary Pubilc Und8rW(dOrs Pool@ Ux Impervious calculations for 360 5h Street Current lot size 7500 sft Current impervious House 2366.40 sft AC pads and shed 506 sft Total 2872 sft 38% Proposed installation of paver decking 0 sft 3.6% No decking or pavers installed as part of this project Total proposed new impervious after construction 2872 sft 38% Completed by RD Gray Island Pools LLC 904-334-5421 M A P 0 F S U R V E Y LOTS 27, BLOCK 6, PLAT No. 1. SUBDIVISION "A', ATLAN11C BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNT'V� FLORIDA. 5th S-MEET 40'RIGHT OF WAY PAVED MAW'MT MMWAL IN EDOE OF*" ELrMAM MiX low MOE a I ILA FOUM MAGNAL a F08 01' p 1 3M dBk*tm wALx 600.00� A XT 11r"m 50.00, nw,UM72 40 N cm io.Z 0 "w 4 13,ir i. - . V) LOT 29 FLO�Tr27 LOT 25 CONCRETE b ci BLOCK FOUNDATION WV OF BL= IQ20 5b w EO 0 IZ 10,2' Ob, ina! 3" E3 1p ZO SCALE. 1' 20' CONCRETE 7. BLOCK a FOUNDATION 70P OF SLOCK law r wppD.4 50.00- 50.00# wr'Ir vm rm LBX72 wm D= LOT 30 LOT 28 LOT 26 NOTIES:- THIS IS A BOUNDARY SURVEY. NO BULDING RESTRICTION LINES AS PER PLAT ANGLES AS PER FIELD SURVEY: A BQW53' B 90135.3' c 09MV58, D 99'59'la" NORTH ARROW PROTRACTED FROM PLAT. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X' (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN THIS SURVEY WAS MADE FOR THE BENEFIT OF BE DETERMINED FROM THE FLOOD INSURANCE AF AB VENTURE, LLC. RATE MAP PANEL NUMBER 12031CO409H. REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA -NOT VALID WITHOUT THE SIGNATURE AND T14E DOW W. BOATMaGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.' FLORIDA M SURVEYOR and MAPPER No. LS 3295 ADDED FIFE - JLJt-Y 23� 2013 FLORIDA LIC, SURVEYING &MAPPING BUSINESS Nm LB 3672 CHECKED BY. BOATWRIGHT LAND SURVEYORS, INC. DATE DRAVIIN BY---PGP JULY Z 2013 FILE:- 2013-0572 1:! 1500 ROBERTS DRlIVF, JACKSMMUE BEACH, R-ORIDA 241-8550 SHEET—I OF CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 ............ INSPECTION PHONE LINE 247-5814 oil Application Number . . . . . 13-00003746 Date 1/09/14 Property Address . . . . . . 360 5TH ST Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 25000 ----- ---------------------------------------------------------------------- Application desc NEW INGROUND POOL ------------------------------- --------------------------------------------- Owner Contractor-------------- ---------- ------------------------ AF AB VENTURE LLC ISLAND POOLS,LLC 357 12TH ST 1546 LINKSIDE DR FL 32233 ATLANTIC BEACH FL 32233 ATLANTIC BEACH (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 . . 7/08/14 ------------------------------- -------------------------------------------- Special Notes and Comments POOL - Wellpoint (if used) must discharge into vegetated area 101 minimum from street or drainage feature (swale, structure or lagoon) . Full right-of-way restoration, including sod, is required. Roll off container company, if used, 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 . ) Street and sidewalk must be cleaned daily. --------------- -- --- --------- - ---------------- -------------------------EC DCA SURCHARGE 2 . 00 Other Fees . . . . . . . . . STATE EL STATE ELEC DBPR SURCHARGE 2 . 00 - ---------------- --------------------------------------------------------- Fee summary Charged Paid Credited ----Due--- ------------- --- ---------- ---------- ---------- . 00 Permit Fee Total 95 . 00 95 . 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: � �k o- —PERMIT# 1'3--3 JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK$ NEW SERVICE El Overhead Underground [DJ Underground up Pole OResidential(Main) Service 110-100 amps [1101-1 50amps E1.151-200amps O_amps #of Meters 0 Commercial(Main) Service 110-100 amps 0101-150amps El 151-200amps [,,_amps OCT Service amps Conductor Type Size 0 Multi-Family(Main)Service E10-100 amps El 10 1-15 Oamps 0 151-200amps E—amps of Unit Meters E Temporary Pole 0 amps SERVICE UPGRADE E—amps '0 CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) 11100amps 11150amps E1200amps 11 �11 amps, OCT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY, STRVCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 10 1-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lightini-O—utlets, Including Fixtures: OTHER ELECTRICAL PROJECTS hp DSwimmingPool OSign 0 Smoke Detectors_Qty 0 Transformers—KVA OMotors FIRE ALARM SYSTEM (Requires 3 sets of plans) VALUE OF WORK$ Qty_volts/amps REPAIRS/MISCELLANEOUS 0 OH to UG OReplace Burnt/Damaged Meter Can [I Safety Inspection 0 Panel Change []Other: qo (3 � tA/ 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. 0 a Property Owners Name Phone Number ZI i q — Electrical Company IVA-,70 U Office Phone --- —Fax-- city ex�Iel r,#� State Al Zip Zo Co.Address: A 10 License Holder(Print): f2W /0 o/1// State Certification/Registration# tf(i` Notarized Signature of License Holder JENNiFERW&KM Before me this day of 20 OMMISsIoN#FF 011480 Nly C RES Ap6t 24 2017 EXPI ' vs Signature of Notary Public Pubic6nd.,.�t Bonded Tt"Notaly