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2050 Beach Ave POOL 2014 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Application Number . . . . . 14-00001129 Date 7/24/14 Property Address . . . . . . 2050 BEACH AVE Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 35000 ---------------------------------------------------------------------------- Application desc NEW POOL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CDL AB LLC ISLAND POOLS, LLC 335 11TH ST 1546 LINKSIDE DR ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 334-5421 ---------------------------------------------------------------------------- Permit . . . . . . SWIMMING POOL Additional desc . . Permit Fee . . . . 225 . 00 Plan Check Fee 112 . 50 Issue Date . . . . Valuation . . . . 35000 Expiration Date . . 1/20/15 ---------------------------------------------------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. 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 . . . . . . . . . STATE DCA SURCHARGE 3 . 38 ENG REV PRE APP > 3 HRS 25 . 00 STATE DBPR SURCHARGE 3 . 38 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 225 . 00 225 . 00 . 00 . 00 Plan Check Total 112 . 50 112 . 50 . 00 . 00 Other Fee Total 31 . 76 31 . 76 . 00 . 00 Grand Total 369 . 26 369 . 26 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. NOTICE OF COMMENCEAIENT State Of Tax Polio No.—169712-000 County of_lDuval To Whom it May Concem: The undersigned hereby inform you th' � 'n1provem'sn'ts will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following infort, - Q is stated in this NOTICE OF COMAENCEMENT. Legal Description ofpropertybeing'MV. 4: 15-93 9-2S-29E.22 N ATLANTIC BEACH UNIT NO 3 PT Address of property being ftproved:__ �030 Beach Avenue.Ad Bch fL 32233 General descriptiont of improvements:—Swimming pool Owner—CDL AB LLC Ad& --- 355 11*Street Atl Bch FL 32231 Owner's interest in site of the improvement 1000/9 ]Fee Simple Titleholder(if other than owner): Name: Contractor:—Ronald Gray Island Pools LLC Addresq:_1546 Linkside)Dr Atl Bch FL 32233 TelOP110110 NO-: 334-5421 Pax No. Surety(if any) Address: Telephone No: Amount OfBond S Fax No: 14ame and address Of any person m*itg a loan for the construction of the irWovements Nanw: Address: Phone No: Fax No: Name Of Person Wi*h the State of Florida, other than himelf, desPated by Owner Upon whom noti0es or offier documents may be served: Name: Addrm: Telephone No: Fax No: Tn addition to hfinself, owner desigmdes the following Person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Stanje$. (FjU in at Owner.$option) Name: Address: Telephone No: Fax No: Expiration,date of Notice of Commencement(the expirntion date is one(1)Ym from the date of recwiing unless a different date is specified): THIS SPACE FOR RECORIDERIS USE ONLy ()WNER 2 Signed: Date- Before me this day of I —IL� !e V �–QAY 'pull Doc#2014165500.OR 5K 16= Page 1758, Of Florida,bw r,&Wly appeared 9 E��tn the County of Duval,Stft Number Pages:1 Notary Public at Largo,State of �0�da,County of Duval. Recorded 07124/2014 at 04:24 PM, Ronn!e Fussell CLERK CIRCUIT COURT DUVAL MY cornaiission COUNTY personally Kn owxc�2� RECORDING$10.00 Produced Identifleation: KAY W-rzL SMITH Q;iq COT091"#FF - ExM=Noveadw 30. 7 BUILDING PERMIT APPLICATION A TY OF ATLANTIC BEACH FILE COPY 800 Seminole Road,Atlantic Beach, FL 322 ir45 ' Office (904)247-5826 Fax(904)247-5 4 Job Address: 2050 Beach Avenue Permit Number: Legal Description 15-93 9-2S-29E .22 N ATLANTIC BEACH UNIT NO 3 pT Parcel# 1697M-0000 Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 35000 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 sprinmer 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 pool Provertv Owner Information: Name: CDL AB LLC Address: 3 5 5 11 th St City AB State FL—Zip 32233 Phone 3345421 E-Mail or Fax#(Optional Contractor Information: Company Name:1sland Pools LLC Qualifying Agent: Ronald Gray Address:1546 Linkside Dr City AtIBch State FL Zin 32233 Office Phone 334-5421 Job Site/Contact Number 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 ca e e gde b an a perm, �do he work and allati Ins as ind�c or installation hay commenced prior to the A to 0 r, i t 0 t e to in� i;ta a thisjurisdiction. This permit becomes null pp'i 'io S' r by th , 11 ' ' ill b e r d uance a perm a a a w w rm r 0 k s a Period ofsix months at any time after ss in t Od r i,(6 on orl c c'on or c r, f or I ctnc W 0 0'o 0 ep) Ob i -s,Heaters, s not com enc L and' id k i 1, in rst ed w thin s ,c ;a " t t sp r Per iis mu t work is c f me ed nde d a ate d Ee Ws,Pdols, rnaces,Boilei 0 Tanks aWAir Con doners,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 YOVIi NOTICE OF COMMENCEMENT. I herelb certify that I have read and exa i.ned th* plication and know the same to be true and correct. All provisions oflaws and ordinances governing this n's work will be cotnplied with wh t er sEc,7,ed herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions ofany otherfederal,state, or al aw regulating construction or the peFfo�mance ofconstruction. Signature of Owner 1_4� Signature of Contract1q, Print Name Print Name -A Sworn to and subscribed before me Sworn toyand subs ribe before me this Day of 20 this L.C 01 LDayof My 2 Rotary P y6lic No T &W"� ;rY KEEL SMITH 44 Commission#FF 040768 e sed 0 1.26.10 KAY KE;L S;1TH Expires November 30,2MO# Commission#FF 040768 Expires November 30,201J7 Ulded nN Tmy Fak I 80moale Isla" foobux Impervious calculations for 2050 Beach Avenue Current lot size 9375 sft Post construction impervious House 3243 sft Pool bath 528 sft Drive and walkways 516 sft Pool deck 359 sft Pads 27 sft Total impervious area 4673 sft Total impervious percentage 49.8% 7, Completed by FILE COPY RD Gray j Island Pools LLC REVIMD FOR CODE COMPLIANCE 904-334-5421 CM OF ATLANTIC BEACH SEE PERM17s Ff-)k ADDITTOt REQ1J1RFMf-.T1'7r,AND CONJ)Fwll��I. ""'WED BY: DATE, �-7V==�-777 r reY d 17 ��-N 021 a ivo lea Von" till a 0, z 0 d v oil 0, ox 5 gill, < C11 r, &I 1� I ONLYSLOW I-- I 110�0'� 9 r "DCM4WW MW (NWW a I SM&W Fm"Aa) Z SEMINOLE ROAD MW Mff OF MY F%%W MM OWD 0,A) C.,I cl lot ga 3 16 qp z C(Z 55 0 d 15 =b A sa IL fy VJ6 rw=I A Fro of3 e-C)P4 Aa jjeJ cc s X fy\a f I SEMINOLE ROAD d: .21,11 1 o ul 15Z ce) 10 LA BIN Cc C4 0 OD 04 04 c-j m j (P < o LO 04 v c o m 36L 74 C.2 LLJ (D d) ANSI/ASP-7 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. I — Simplified Total Dynamic Head (TDH) Calculation Worksheet TDH Calculation Options For each pump Check One. F71 Simplified Total Dynamic Head (STDH) Complete STDH Worksheet—Fill in all blanks Total Dynamic Head(TQH) Complete Program or other calcs. Fill in reauired blanks on worksheet&attach calculations. Determine Maximum SVstem Flow Rate: Minimum Flow Rate Required: 35 gpm Per Skimmer 1. Calculate Pool Volume: 430 X 4.25 x 7.48 (gal./cubic foot) L4000 (Surf.Area) (Avg.Depth) (Vol.in gal.) 2. Determine preferred Turnover Time in hours: 6 x 60 (min./hr.) 360 — (Hours) (Turnover in Min.) 3. Determine Max Flow Rate: 14000 360 = 0 + 0 = IS GPM (Vol.in gal.) (Turnover Mins.) (Pool Flow Rate) (Feature Flow Rate)(System Flow Rate) 4. Spa Jets: o X 0 gpm per jet= o flow rate. (No.of Jets) (Jet Flow) (Total Jet Flow Rate) (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: Branch Piping to be 2 inch to keep velocity @ 6 fps max. at L2_gPm Maximum Systern Flow Rate. Trunk Piping to be 1.5 inch to keep velocity @ 8 fps max. at jo_gPm Maximum System Flow Rate. Return Piping to be 11.5 inch to keep velocity @ 10 fps max. at L2_gPm Maximum System Flow Rate. Determine Simplified TQIH: 1. Distance from pool to pump in feet: 30 2. Friction loss(in suction pipe) in 2 inch pipe per 1 ft. @ 62 gpM 0.06 (from pipe flow/friction loss chart) 3. Friction loss(in return pipe) in 1.5 inch pipe per 1 ft. @ 50 gpM = 0.14 (from pipe flow/friction loss chart) 4. 30 X 0.06 1.8 (Length of Suct.Pipe) (Ft of head/1 ft of Pipe) (TDH Suct.Pipe) 5. 30 X 0.14 —= 4.2 (Length of Return Pipe) (Ft of head/I ft of Pipe) (TDH Return Pipe) TDH in Piping: 6 Flow n Loss Per Foot Schedule 40 Pvc Pipe Velocit Feet Per Second Filter loss in TDH (from filter data sheet): 15 Pi e Size 6 fps I 7f:8:f�s I" 16gpm 1 0.14' 1 21qpm 1 U-23' 1 Heater loss in TDH (from heater data sheet): 15 1.5" 37— 1 0 0A' I Zgpm 2 0!22 0, 0.13' Total all other loss: -0 88 rn 5, 1 M7g 9PM I 138gpm 0.04' 1 181 m U-u' ZZ/ m U. and Frictio lof s lof 6 %26 ; 0.35; 1 m 7 62 m 0.21 10 62 103,prn 0 16' 2 88' I 3e 234gpm 13gpm 0.05' 392gpm 0 7' 36 4 Total Simplified TDH: 6" 1 534gpm 0.02' 712gpm I U-W 1 Page 1 f 3 http://www.flagiercounty.org/doc/dpt/centprmt/build/headcaicsws-pools3-0g.pdf 4 I -,ER ORE, PE 55740 Revised 7/2009 SAMU UBER ROGERS ST -'&-E. .-iWATER, FL 33756 Y27-442-8443 Selected Pump and Main Drain Cover: Pump selection Intelliflo VS 3050 (Pump Model and size in Horsepower) using pump curve for Simplified TDH & System Flow Rate. Main Drain Cover Waterway640 (System Flow Rate must not (Make and Model) exceed approved cover flow rate) Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. Determine the Number and Type of Required In-Floor Suction Outlets: Check all that apply. 57-1 3'—0" 2 8" suction outlets @ 100 gpm max, flow(see note 2). LD @) @) @) 3 suction outlets @—9PM max. flow(see note 3). F-1 Channel Drain @ 316 gpm max. flow rate. Channel Drain @ 217 gpm w/2 ports&278 gpm w/3 ports (see note 4). Notes: 1. If a variable speed pump is used, use the max. pump flow in calculations. 2. For side wall drains, use appropriate side wall drain flow as published by manufacturer. 3. Insert manufacturer's name and approved maximum flow. 4. See installation instructions for number of ports to be used. 5. In-Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI Al 12.19.8 and be embossed with that edition approval. 6. Pump & Filter make, model and location cannot change without submitting a revised plan and TDH worksheet. I RD Gray Contractor Name Contractor Signature CPC1457429 June 13th 2014 Contractor License Number Date (904)334-5421 Telephone Number Email Address (2 SAMUEL LIBERATORE, PE 55740 1268 ROGERS ST CLEARWATER, FL.33756 727-442-8443 Page 2 of 3 http://www.flaglercounty.org/doc/dpt/centprmt/build/headcaicsws-pools3-09.pdf Revised 7/2009 Total Head In Feet Conversion Chart Inches Mercury (Vacuum Gouge) 0 1 2 1 4. : 6 8 1 10 12 14 16 18 -T 2- q 4,5 i U 11.3 13.6 15.8 18.1 2OZ 2,3 4.6 6,8 --9.1 11A 13.6 15.9 18.1 20A 22.7 91 11,4 13,7 1 2 20.4 22-7 25.0 2 0.9 1 9.2 11.5 13.7 16,0 #12q.A_ 22.8 2M 27-3 4 1 9.2 11.5 1 al 1 -1 AA- 20.5 1 Z2.8 25.1 27.3 29.6 5 11.5 13.8 15.1 1B.3 20.6 22.8 25.1 77.4 29.6 3L9 .2 5 13.9 1 161 18.4 20 22.4 _�Z,4 3? 31,9 34.2 -7--T-16.2. 1184 ---YO.7 _210 25.2 1 27,5 29.7 32.0 34.3 36.5 -24.8 -T -7--T 32b 4.3 8 1 B.5 1 20.7 23.0 t 252*7 27.5 T- 3&6 38.8 36.6 38.9 41.1 9 20.8 23.1 25-3 27.6 29.8 32.1 1 -23.1 25.4 27,6 N.9 32A 34.4 .9 41.2 43.4 4'-i�.q -SZ- .2 34-5 X7 12 2 . 30.0 32.2 34.5 36.8 39,0 -4 13 30.0 1 32.3- 34.6 36.0 39.1 41.3 416 45.9 48.1 50.4 3 2 T 34.6 36.9 39.1 il.4 2 41 45.9 48.2 50.4 52.7 15 34.6 36.9 39.2 1; 41,4 43.7 45, 48.2 50.5 5W 55.0 16 37.0 39.2 .5 Q.7 46,0 40.3 50.5 i 52.8 55X 57.3 1 41.5 17 39.3 Of 46.1 W 50.6 52.8 55.1 57.4 59.6 03 18 41.6 43.8 4&1 48.4 50.6 52.9 55.1 57.4 9.7 61.9 64 -57.4 --ii.7 62.0 CC 19 43.9 IL2 �_48.4 50.7 52,9 55.2 20 4.6.2 0.5 1 50.7 53.0 55.2 57.5 59.8 62-0 64,3 66.5 21 48.5 50.8 53.0 55.3 i 57.6 59.5 1 62,1 64.3 66.6 68.9 22 503 Ki.-I 55.3 1 5716 59S 611 64.4 66.6 68.9 71.2 22 53.1 .35.4 _2L7 j 59.9 62.2 64.4 66.7 69.0 71.2 73.5 24 55.4 57.7 50.0 1 62.2 64.5 1 66.7 ki 71.3 73.5 75.8 -3 60.0 62J 64.5 1 --�S 7.8 66.8 6-9.1 71.3 73.6 75.8 78.1 26 60.1 62Z 64.6 66.8 69.1 71.4 73.6 75.9 7&1 80.4 59.2 27 62.4 64.6 6&9 �.4 �1�7 7&9 82.7 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 W-8 .0 715 75 29 67.0 69 3 . 71.5 73A 76.0 78.3 8 0.5 82..8- 85.1 97-3 692 71.6 1 73.8 76.1 7&3 30.6 8Z9 a5.1 i 87.4 89.6 31 71.6 73.9 7111 78A 80.7 82.9 87A 89.7 92.0 '7 ---i� , 9 ;5 32 73,9 76. 8.4 80.7 -i6.0 .2 89.7 92-0 1 94.3 33 75.2 78.5 1M.7 $3.0 85.3 B7.5 89 --ii-o T-%' .Z 96.6 34 78.5 80.8 B3.1 85.3 87.5 89.8 6.6 98.9 loll 8EL9 8341 55A 97.6 89.9 92,2 94.4 j 96.7 X9 101.2 L /1 14) SEAMUE-i- LIBERATORE, PE 55740 1268 ROGERS ST G 01. -.ij� \R%NATER, FL 33756 727-442-8441-3 Page 3 of 3 http://www.flagiercounty.org/doc/dpt/centprmt/build/headcalcsws-pools3-09.pdf Revised 7/2009 rOO VS 3050 High Performance Pump Dimensions and Performance OL NSF LISTED CSAC-'"Od Usted 120- 100- rpm 80 @3110rpm—****� (a-YZ'35q rpf# 40- 20 -.,0,15560 rp 0 rp 0 0 20 40 60 80 100 120 140 US.Gallons per rnipute -T I I 20 25 30 35 5 10 15 Cubic Meters per hour 26.,06 r^If ----11.047 7- t 1075 *nt parts Intelli IoOVS 3050 & 1nte11iF1oVS+SVRS High Performance Pump Featured Highlights Slashes energy costs up to 30%or mor 4 E Belect - Easy to program and operate - Offers ultra-quiet operation ...just 7— decibels or half a human whisper - Operates at the minimum speed requii for unmatched longevity Compatible with other pool systems, including EasyTouch*�IntelliTouch'*,anc IntelliFloVS 3050 High Performance Pump SunTouch- Patents Pending lntelliFloPVS 3050 allows the programming of four various speeds ranging from 400 to 3450 RPMs to accomplish different tasks at lowest energy usage. Ordering Information Full Load Fort Size(NPT) Cartor Product Description Certifications Voltage kW HP SF SFHP Suct.&Disch. (Lbs Am s INTELLIFLOVS 30SO PUMP 011013 IntelliFloVS 3050 UL,CSA.NSF 230 16 3.2 3 1.15 3.45 2" 47 011017 InteIlIFloVS+SVR.S UL,NSF 230 16 3.2 3 1.15 3.45 2" 47 ACCESSORIES 520641 IntelliComm 4 350122 50'Communication Cable' 'Included in package with pump. MAY SYSTEMW Repair parls—see page 170 it PUA SERIES — Sla-Rile's mOdUlar media fillralion is the perfect rnalch lot- (lie small in-Qr0LInd and aboVe-grOLInd pool markets. Advances it) modia lochnology and balanced flow clesign provide dirl-lctading capabilities tip to 15 limes greater than sand fillers of eqLlivalenl size. Vil tLI,1I ly ma I ni enance-free operal ion for today's pool owner N ow Ivililable Ili 300 sq. ft! CERTIFICATIONS — The filter shall be tested and certified by a nationally recognized lesting laboratory to conform to NSF Sid. 50. USE, Typical installation — in-ground the smaller System*2 filter, enobliti2 Large Drain Plug—Filter includes pools and hot lUbs maintenance-free operation foi 2"NPT Drain ports,which are Qualily Construction — DUrable, pools of all sizes provided with reducer bushing 3n two piece lank IIOLI'.-,il)g cons1rucled Low Maintenance — Complele 1 J12"drain plug Of ftlg�ed A13S therinoplaslic to media Coverage combined wilh Modular Filter Tanks—Allows 011SUrea long-lashng link life shallow pleats means greater dii I for quick change of filter medias locking in Easy Access— Posi-Lok holding capabilities,resullinq wilhoul chinging the lank ling provides safe,fast access to longer filter cycles and leso; ripaning Sleek Looks—Contemporary ank inlemals. A Perfect Fit—The small diamt-der style and malle black finish looks Patented Design— The pilenled, footprint makes the System 2 filter attractive in any pool setting innovalivo halanced flow design a perfect fit for new and retrofit III-St 111110dl,ICI:�d Will) Ihtl Syslenv3 inslallilions.The inlerchangeble Mod Media Idiot is now available in ports provide MUllipIC'PlUmbing options. rillel Optimal* flow Rated" TURNOVER RATE(GALLONS) lank Approx. catalog Area Performance GPM (FLOW RATE x 60 if HOURS) Port Ship.Weight Number (sq.f I.) at this GPM per sq.ft. Hr Size Obs.) 6 ..At B.H rs At 10 s�_ PLM 100 tO() 50 38 100 111 - 36.000 18 48.001.1 ,j 60.000 2.1 1111 PLM I;IS 5U 94 47- 125 17-115,000 22 -60.000 28 711,006 42 PLM 150 150 50- 113 56 150 20-5,1.000 27 72,oOu I'l 9U.600 21, 113 P L M I I!) 17.� 5 0- 120 66- 150 24 -54,000 11 72.00f) 31) 90,000 4q I'L M,'OU �00 ,,0- 120 75- 150 27 -5,000 36 72.OUU 11) (J0,000 2.1 45 Pi M 100 100 50 120 113 - 150 41 -54.000 54 12.UOO hii IM.006 53 'Opel..1111q.11 1111.-k,PM�111 po.1-6-lhelnjige�l fillerrydescornhined with the hp%l andqre,.Iv�i(J.,i tav�vj 1.11,,area-oil pfovidelonqer I'lle.I ydes hollwevn dvan,I)V. -11.1%...I o.1 Nsf 11,1-rale for rominerciAl it 37f�nPm pe, squ.jrp lut)l No h.1, j,j,jj,(j Nor[.ojwlaimg I Iflawfolilm cm)IIIIII.-If opetaling ptes,;ure of ni)lost Pool/y;j jhaltwd alyfi-ov:ow, ju-1111imin upi-o-diiij water temperature 11111C111.11 Wit-0 11141 1,10 C) ............ .............. Approx.ShIP- Weight Dmription U 0S 100 So.Ft.Replacement Module for PLM100 11.5 0125S 125 Sq.Ft.Replacement Module for PLM 125 12 0150S 150 Sq.Ft.Replacement Module for PLM150 13 175 .Ft.Replacement Module for PLM175 - 175S 200 Sq.Ft.Replacement Module for PLM200 14 200S 300 Sq.Ft.Replacement Module for PLM 300 19 -0300S 2"x 1-1/211 Pipe Reducer Bushing 8 oz. 20P Snrind Cl -0130S PLM300 ILS1 100, ISO, e ,I V44 VJ2 Will r,NPI TAR ME 1W T,KII ISM All dimensions shown In Inches. ;PLMj00'PLMU5. .--1PLM150,PLM3L75, PLM200,PLM300 10 20 40 60 So 100120 140 160 W RATE IN GALLONS PER MINUTE 41:1�'n AIL A - 7 0-231xv ' 77" 7W 8"Anti-Entrapment Main Drain Cover and Frame 0 0 0 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 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: 0 White J Bone 8 Black 0 Gray 0 Dark Gray 8 Beige 6 Dark Blue Model No. Oescription Size Total Open Area Floor Flow Rate Wall Flow Rate Flow Rate GPM Square Inches GPM GPM. 0 1.5 ft/sec N ft/sec- 6' 6401.73ftkm MOO?? 08.650 -RONA 0 7.624 442-21ftV- r An*Atft:0rAk0W 7.000 819-00051 000 0 o,--- 642-215xV ;P"' U 0 0 4ft 0 4r% 0 0 0 qN� 100 01 �0 0 010A 010 00 .300 0 ON 0 — 0 0 642-214x 0 000 0 0- '0 Lo. 0 .470 .975 .800 TM 02009 Waterway Plastics-2200 Sturgis Road,Oxnard,CA 93030-Ph.805-981-0262-waterway@waterwaypfastics.com www.waterwayplastics.com 807-0081.0309 GENERAL DESIGN REQUIREMENTS SPECIAL SPA REQUIREMENTS:.',. -DESIGN,CONSTRUCTION AND WORKMANSHIP -MAXIMUM WATER DEPTH 4',MAXIMUM SEA:r DEPTH SHALL BE IN CONFORMITY WITH THE 28',MAX. REQUIREMENTS OF ANSVNSPI 3,ANSVNSPI 4,ANSI/ -FLOOR SLOPE 1 12 14 NSPI 5,AND ANSVNSPI 6,ANSI/APSP 7 AND ANSFAPSP 15 R'ISER,12-MAX. 0) -STEPS:MIN.TREAD 10"X 12',7'MIN. BASED ON THE POOL TYPE. P ISER EXCEPT THE BOTTOM STEP MAY HE 14"IF IT Is -SEE NSPI FOR DIVING WATER ENVELOPES. THE SEAT.INTERMEDIATE TREADS ANDRISERS TO -SLIDES SHALL MEETTHE MANUFACTURE'S BE UNIFORM.IF THE SPA IS OPERATED INSTALLATION REQUIREMENTS. INTERMITTENTLY IT SHALL HAVE A ONE HiOUR 3 4; -ENTRYIEXIT:REQUIRED AT THE SHALLOW END AND t TURNOVER,IF CONTINUOUS A SIXHOUR TURNOVER. DEEP END IF OVER 5 FEET DEEP.ACCEPTABLE ARE -MAXIMUM TEMPERATURE 104 DEGREES. STAIRS(10-MIN TREAD WITH 240 SQUARE INCH MIN. 't -MEET ANSYNSPI ARTICLE XVII,SAFETY AREA,12'MAX.RISER WITH INTERMEDIATE TREADS INSTRUCTIONISAFETY SIGNS. AND RISERS UNIFORM). LADDERS,UNDERWATER -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR SEATS,AND SWIM OU'rS(MAX.20'BELOW WATER). MEET LOCAL CODE IF GREATER. -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 ANSIJUL1081 CODE 2010 AND NEC 2008. -NO OUTLET OR OVERHE AD POWER WTI TIN 101 IF %IAtN DRAIN REQUIRE CORROSION RESISTANT WITH STRAINER AND MEET fAMPFRPROOFISEENOTES) TIIE REQUIRED FLOW. WITHIN 15'PROTECT BY GFI.ITLANSFORMER MIN.I(Y AGHTING&BONNNG SAME AS -SURFACE SKRAMEPS SHALL MEET NSF 50 AND FROM POOL,&'ABOVE WATER,J BOX*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 WHERE PVC IS APPROVED. NO LIMITATIONS ON SHAPE -RETURN INLETS SHALL BE A MINIMUM OF ONE FOR FLORIDA BUILDING CODE R4 101 E VERY 300 SQUARE FEET. �L SPA PLAN -HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR TIFE POOL CONTRACTOR 18 RESPONSIBLE FOR UL 559. FURNISHING ALL DETAIL DESIGN REQUIREMENTS -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 MINUTES OR CONSTRUCTION SHALL MEET ALL APPLICABLE MEET LOCAL CODE IF GREATER. CODES INCLUDING PLUMBING,ELECTRICAL AND GAS. PIPING SHALL BE SCH.40 PVC,NSFpw,MAX. cz �C)R PERMUSHALL 6' PRESSURE VELOCITY 10 FPS,SUCTION 6 FPS. THE POOL PLAN SHALL SHOW THE DESIGN ,:CIIEADOF60ft. PLUMBING AS PER THE SAMPLE WITH TTIE INFORMATION REQUIRED SHOWN. MAIN DRAIN ;-4 PLUMBING SHALL BE TWO DRAINS SEPARATED BY Y 0 CD quired:I Skimmer per$00 sf) WITH APPROVED ANSVASME A 112.19.8.2007 COVERS. AS Q) IN �t AN ALTERNATE TTIE APPROVED DRAW MAY BE 491 gaycf gallons PLACED ON DIFFERENT PLANES THE IWO DRAINS P4 LINE OF SHALL HAVE A COMMON SUCTION LINE. SUCTION minutes VENT LINENTO DUAI,� GRATES MAY BE USED IF APPROVED AT A MAXIMUM 110 GRA gprn MAIN DRAINS GRADE OF 131 FPS AND THE SUCT10N PIPING IS RECESSED 1.4 FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE. IN ADDITION A SAFETY VACUUM 0 VENT DETAEL RELEASE SYSTEM MAY BE INSTALLED. THIS MAY CONSIST OF AN AIR RELEASE SYSTEM. THE VENT 0 (Optie.81) X"- 1. P-4 PIPE SHALL BE TIED TO THE MAIN DRAIN LINES.SIZED 4-1 THE SAME AS THE MAIN DRAIN SUCTION LINE WITH A MAXIMUM LENGTH OF VENT PIPING TO BE 30.THE VENT PIPE WILL BE ELBOWED UP AND OVER WITH A GRATE FOR PRO'MCTION AND LABELED'SAFETY VENT' MAIN DRAINS AS OF 12-19-09 ANWOR'SAFETY VENT LINE* ANSItASME A 112.19.9-2007 SKIMMERS DO NOT REQUIRE PROTECTION AND MUST BE DESIGNED FOR A MINIMUM 25 gprn. THE FOLLOWING SHALL BE LABELED WrI`H LABEL MARKER TAPE AT THE FILTER LOCATION, PO()L PIPES,VALVES,PUMP(S)OFF-WITCH IT HAS BEEN CERTIFIED TH, -ESE DESIGN MIN GRATE OPEN AREA FLOW/17.9 REQUIREMENTS ARE IN COMPLIANCE WITH THE FOR VELOCITY 6*/SFC FLORIDA BUILI)ING--ODE R4101,424.2-20 10,ANSUNSPI 3, ANSI/NSPI4,ANSIA-"-h' A", ?1�SP?6.ANSl,A.PSP7AN`D CLEANER ANSi/APSP 15 LINE. UPTIONAL) EQUIPMENT RESIDENCE ISLAND POOLS LOCATION FLOWTHRUSPA NO SKIMMFA SKIMMER REQUIRED TYPICAL G1.F'Ok IV FOR SPA WITH SKIMMER REBAR.VOUT Wfrf I INDEPENDENT I I CU TO PUMP FILTRATION SYSM-M OPT] DNAI, Df�,;(%NNI OFTIONAL 12V LIGHT W/TRANS.-Y,-BRASS RAIL OPTIONAL OR PVC(SEE NOTES) NO LIMITATIONS TO 0 Ei DUAL MAIN DRAINS SHAPE EXCEPT FOR REQUIRED(TAMPER DIVNG im, PROOF/SFE NOTES) STEPS OPTIONAL ENTRY REQUIRED SWIN-OUT OR LADDER (SEE NOTES) REQUI RED(GR/48 CU) > RCULATION WHEREDFPTHOVER CI 5-DFEP(SEE NOTES) LINE VENT "It.Of"TIONAL- LINE > GENERALPOOLPLAN %1' 1. GENERz 2'-9"Min.EXCEPT FOR. SLOPING ENTRIES.4'.0'Max. SEE NSPI 5 RE- HANDHOLDS SAMPLE ONLY.EACH APPLICATION, WATER BE BASED ON A Toi'AL DYNAM LINE EXCEP'TION:ROPE AND FLOATS INSTALLED IF 11"Max kictmine Systern Flow Rate: LESS TILIIN 4*-6" Radius 14 M inimum Flow Rate Required:35glun per skimmer 7Max Pool Volume:_sq.fl x__avc depth x'! 110'wai Ttmnover Time in Hours: bouts x 60 minthr 3 Flow Pate: ____gallons/ minutes PIPE SIZING CHART(MAXIMUM) S'Mia,TO SLOPE CHANGE PIPE SUC*nON PRESSURE POOL SECTION DETAM 16. 35 GPM 65 GPM 2' 60 105 SH2836,6-2"? Y4.= 2)5 90 147 1 35 230 FOR BONDINGA.ND GROUNDING SYSTEMS FOR SWIMMING POO",THE USE OF AN 4 235 396 UNDERGROUND BONDING CONDUCTOR MADE OF 83 AWG.BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW"GRADE.AND 13 TO FCR POOLS WITI I VOLUME-15.000 GAIS 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 ?(AtP HAYWARDSPWI0XI52AZ. 0")L) NATIONAL Et,ECTRICAL CODE HAYWARD SP301 SX202AZ(SPA) MAL SPEED PUMPS TIURNOVER PATE-6 HOURS-360 MINS, PAVERS OR OR DUAL SPEED PUMPS Aft FOOTING 4-DECK 2,5W VARIABLE DECK FINISH "UIRED IF THE PUMP EXCEEDS I HP, OPTIONAL ps,(Mitt.)CONC PEP.CONTP ACT PLUMBIN'G WILL BE DESIGN FOR TI III MAX W/FIBER MESH (NON-SLIP) R-OW OF TI W PUIMP REFER TO TDH CYCCULATIONS FOR VARIABI FOR IX 1AI .............................. FU.Tl-'R. IIAYWARDC1200.120OPMCAPACITY .......... OR HAYWARD C 1750,175 GPM 14 POOL VNIS.11 PER CONT'RACI VAIN DRAIN.CUSTOM MOLDED 25507-IW-010 8"X 3*FOOTING BEA M&7"BAR W/(2)03 BARS OPTIONAL CI.EANER HAYWARD VAC LOC OR(1)H5 BAR 4 FINISH)r Vf�wTSCREEN WATERWAY 640-231XV 6 MARCIE OR EXMSFP MAINSUCTIONPIPFSIZE' 6"Mw WALL&FLOOR THICKNESS.3,500 psi(MIN)cONC N3 BARS ON AGGREGfiM 12"CENTERS EITHER WAY,TIE ALT.INTERSECTIONS 15"MLN.OVERLAP. SKTAMER SUCTION PIPE SIZE 2"MIN.COVERAGE ON STEEL W/CONC TO ASTM k 13 A 16 ASTM A30-5 Structural subject to suitable soil conditions. Cl,"ANERIVAC PIPE SIZE POOL/SPA, DECK, BEAM, WALL, FLOOR y2" Techko USA-ALARM PROTECTION PRODUCTS - MODEL: S I 87D Page I of I Quafity�Service,Integrity,Commitment to Excellence Close Window 10, 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 I 10-115 dB alarm Watertweather resistant housing Magnetic sensor for additional door/screen door Low battery LED display CONTAINER: Additional 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.tachkomaid.com I Office Products(888)883-2466 1 Security Products(949)380-7300 http://techkomaid.com/security/Pool/S I 87D.html 7/14/2014 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building DeDartment.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 A Phone(904)247-5826 - Fax(904) 247-5845 E-mail: building-dept@coab.us L Daterouted: City web-site� http://www coab.us APPLICATION REVIEW AND TRACV'YING FORM Property Address: D !nt review �equlred Y -No Applicant: anniin.. Zoni 5 rnintustrator Project: ublic Wor 7-- blic; Ufilltie�s Public Safety Fire Services Review fee Dept Signature Other Agency Review or Permit Required Review or Recei . Date of Permit Verifiee 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 []Denied. Reviewing Department First Review: [qApproved. (Circle one.) Comments: G9D PLANNING &ZONING Reviewed by: Date: 9— TREE ADMIN. Second Review: FlApproved as revised. DZZ PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: OApproved as revised. F-]Denie( 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 H Phone(904)247-5826 - Fax(904)247-5845 Date routed: E-mail: building-dept@coab.us City web-site: http://www-coab.us APPLICATION REVIEW AND TRACV'�`ING FORM Property Address: C�12 ds� D entreview required uildin Applicant: ?6,0 /S ministrator Project: Al Public W. r. blic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review o Date of Permit Verified_-�'-�-y 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: - F 1 4;&.�aC60 44r4 et 'l4ey,-,C e 4. 6a BUILDING re 4,010,-6 40 tKf I C 44'6j% W44e oo PLANNING &ZONING e viewed by:-x Date: V-1 TREE ADMIN. Second Review: []Approved as revised. FIDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:____ Date: FIRE SERVICES Third Review: DApproved as revised. nDeniedl. 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 Phone(904)247-5826 - Fax(904)247-5 45 JUL 17 20114 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACV.11SIG FORM D t _�_(_es N o Property Address: ")eS-d Zwlv A(t4' g4wr_tmen review required -ouilding D — Applicant: -1:1-a–nning &Zo_n�i� I ItM A-a-ministrator Project: ublic Wor 7 17" - ublic Wor Public Safety Fire Services .Review fee Dept Sig'naturea_ Other Agency Review or Permit Required Review or Recei Date of Permit Verifiee� 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 b Date:-7-9/4"K TREEADMIN_ Second Review: nApproved as revised. nDenied. IWN Comments: UTIL C P*BLI SAF�ETY/ Reviewed by: Date: FIRE SERVICES Third Review: [JApproved as revised. []Denied Comments: Reviewed by: Date: Revised 05114/09 City of Atlantic Beach APPLICATION NUMBER (To be assigned by the Building Department.) 800 Seminole Road _-CEIVET , Building Department Atlantic Beach, Florida 32233-5445 JUL, 17 2014 Phone(904)247-5826 - Fax(904) 247-�845 Date rLouted�: ��... E-mail: building-dept@coab.us City web-site: hftp://www.coab.us by: 7L. APPLICATION REVIEW AND TRACQ�'JNG FORM Property Address: C=)d-'5-d uil tapent review required _��_es No f2 ipLo-2, Applicant: PTainning &Zoni trator Project: s #"s ublic Uttilitie Publkc-Safety Fire Services A_(L Review fee $ Dept Signature Other Agency Review or Permit Required Review or Recei,; Date - of Permit Verified-Sy Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other APPLICATION STATUS Reviewing Department First Review: I*pproved. []Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by. _�a�e_-7 TREE ADMIN. Second Review: nApproved as revised. RDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ElApproved as revised. OlDenied. Comments: Reviewed by: Date- Revised 05/14/09 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00001129 Date 9/04/14 Property Address . . . . . . 2050 BEACH AVE Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 35000 ---------------------------------------------------------------------------- Application desc NEW POOL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CDL AB LLC ISLAND POOLS,LLC 335 11TH ST 1546 LINKSIDE DR ATLANTIC BEACH FL 32233 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 . . 3/03/15 ---------------------------------------------------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. 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 NATIONA1 ELECTRIC CODE REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE 2 . 00 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 13EACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK$ NEW SERVICE El Overhead Underground Underground up Pole DResidential(Main)Service 00-100 amps 0 101-150amps D 151-200amps Fl_ai-nps of Meters 0 Commercial(Main)Service LIO-100 amps 0 101-1 50amps F1 151-200amps L 1__ amps OCT Service amps Conductor Type Size LIMulti-Family(Main)Service 00-100 amps 0 101-150amps R 151-200amps 11_� - I 111ps # of Unit Meters OTemporary Pole 0 amps SERVICE UPGRADE 0_____amps P CT Service— amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) I F100amps IJI50amps L1200amps 11 amps OCT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 3 1-1 00amps 10 1-200amps Appliances: 0-30amps 3 1-1 00amps 101-200amps A/C Circuits: 0-60amps 61-1 00amps Heat Circuits: # circuits @_____jw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS OSwimmingPool OSign D Smoke Detectors_Qty OTransformers___ KVA FjMotors lip FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty_volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS []Replace Burnt/Damaged Meter Can FI Safety Inspection OPanel Change OOH to UG 0 Other: 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 a Phone Number 2 Fry- T Electrical Company t! Office Phone o? Fax Co. Address:,?. city.� eLLlr. State Zi-D Vo License Holder(Print): Qo �4&'Z V-1 State C.5ai,4eati6h—/Registration# Notarized Signature of License Holder Before me this day of 20 Signature of Notary Public