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1836 Sea Oats Dr 2013 POOL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003376 Date 9/26/13 Property Address . . . . . . 1836 SEA OATS DR Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 34000 ---------------------------------------------------------------------------- Application desc IN GROUND POOL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FIERRO, ALLISON CARROLL ISLAND POOLS, LLC 1836 SEA OATS DR 1546 LINKSIDE DR FL 32233 ATLANTIC BEACH FL 32233 ATLANTIC BEACH (904) 334-5421 ---------------------------------------------------------------------------- Permit . . . . . . SWIMMING POOL Additional desc . . Permit Fee . . . . 220 . 00 Plan Check Fee 110 . 00 Issue Date . . . . Valuation . . . . 34000 Expiration Date . . 3/25/14 ---------------------------------------------------------------------------- Special Notes and Comments 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 SIDE AND REAR SETBACKS MET. --------------------------------------------------------------------- ------ Other Fees . . . . . . . . . STATE DCA SURCHARGE 3 . 30 DEV REVIEW-SINGLE & 2-FAM 50 . 00 STATE DBPR SURCHARGE 3 . 30 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 220 . 00 220 . 00 . 00 . 00 Plan Check Total 110 . 00 110 . 00 . 00 . 00 Other Fee Total 56 . 60 56 . 60 . 00 . 00 Grand Total 386 . 60 386 . 60 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BuILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH SEP 0 2013 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 IRV Job Address: 1836 Sea Oats Ad Bch FL 32233 Permit Number: (D Legal Description 36-20 9-2S-29E SELVA MARINA UNIT NO 9 Parcel # Floor Area of S Ft Sq.Ft �3'c * Valuation of Work$ 34000.00 Proposed Work heate / ooled 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 M, If an existing structure,is a fire sprin=system installed? (Circle one): Yes No N A Florida Product Approval # _p__ FILE COr For multiple products use roduct approval form 31 Describe in detail the type of work to be performed: In ground pool Property Owner Information: Name: Allison Fieffo Address:183 6 Sea Oats Dr City Atl Bch State FL Zip 32233 —Phone 904-334-5421 -Mail or Fax (Optional) Contractor Information: Company Name: Island Pools LLC Qualifying Agent: Ronald Gray Address: 1546 Linkside Dr —City Atl B%qh. State_FL Zip 32233 Office Phone 904-334-5421 Job Site/Contact Number 904-334-5421 -Fax# State Certification/Registration# CPC 14 -REWEVVED FOR CODE COMPLIANCE Architect Name&Phone# iTy OF 411 ANTIC HIR 4,CH Engineer's Name&Phone# SXFA RERAUTS FOR ADLIM&_ ;�A! Fee Simple Title Holder Name and Address R EQ1 TIUMENTS AND CONDMONS, Bonding Company Name and Address 1[_ "Ic� Mortgage Lender Name and Address REVIEWED BY: DAn A ca ereb pade, b ain a e to d the work and instal as i n�ic rtify that no work or installation has commenced prior to the a I I ng construction in thisjurisdiction. This permit becomes null 0 0 1 i s f six months at any time after 0 1 mit e 0 0 ed to m�t t tan' t iF' k or abandonedfor a period o ix m s r dr ruct n r fr Z ), t , or I c I r P(6 i P i y t 1 rk p be p s uanc o a pe'm a a a � oi e � 0, t, co h t I wo _wi a d k n m e, ed thin s , , is c m is T c w on it Obe securdfor E ectric Plumbing,Signs, Wells,Pools, Arnaces,Boilers,Heaters, k enced. I understand that separate per s mu t Tanks andAir Conifilioners,ele- 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 here certify that I have re and examined this ication and know the same to be true and correct. AU provisions of laws hi ?s governing this tj 1�work will be com 'i whether s ec herein or not. The granting of a permit does not presu e to give out, �,! ni`ate or cancel the provi.si.ons any other or local aw ulatiqg construction or the pe�formance ofconstruction. (�OD Signature of Owne Signature of Contra t r Print Name Print Name op lr.141/.......................................................... ............ ................................................................................ Sworn to and subscribed before me Sworn to and subscribed before nx this --r- 20 this D f 20 WALKER Ofl4W #FIF 011480 My COMMISSION#FIF 011480 EXPIRES:ApdI 24,2017 No—ta—ry Publi LLa UMMISSIon LID 943352 Exores November 30,2013 BMW Thru Troy F Bonded Thru NotW Publil,UnderwriNm `0- Rleviym*V! 10 \J- TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Department of community Development Planning &Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 (P)904 247-5800 (F) 904 247-5845 PERMIT# SECTION I -APPLICANT INFORMATION F— Owner(s) I Legal Authorized Agent* NAME OF APPLICANT Ronald Gray NAME OF COMPANY Island Pools 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 1836 Sea Oats Dr atl Bch FL 32233 If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION 36-20 9-2S-29E LOT BLOCK SUBDIVISION REAL ESTATE NUMBER LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL X COMMERCIAL OTHER(SPECIFY) affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinance for the City of Atlantic Beach, FL andlor If have participated in a pre-opplication meeting with the Administrator of those r Iul, a Itio eg 6sequently, 1� ;rm that no regulated trees and no regulated vegetation will be damaged, destroyed andlor removed ibed from theX rl yacent properties in conjunction with this project. SIGNAARE OF SIGNATURE OF OWNER Signed and sworn before me on this day of by State of f Countyof DLA Identification verified: JENNIFER WALKER MY COMMISSION 011460 0 FF Oath sworn: Yes F— No EXPIRES:April 24,2017 Bonded Thru Notary Public Wi�ftpwfm t WaS i g r4t u r e REV-TVA-00.12 My Commission expires: 4�,Wl I rook Cover page 1836 Sea Oats Atlantic Beach FL 32233 occupancy class R-3 FBC 2010 NEC 2010 Umpervious 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 12.Tree removal application 13. Door and window alarm specifications roolo Ux Impervious calculations for 1836 Sea Oats Dr Current lot size 10465 sft Current impervious House 2420 sft AC pads and shed 55 sft Driveway walks and patio 830 sft Total 3305 sft 31% Proposed installation of paver decking 380 sft 3.6% Total proposed new impervious after construction 3685 sft 35% Completed by RD Gray Island Pools LLC 904-334-5421 MAP SHOWING BOUNDARY SURVEY OF LOT 6 BLOCK 2 ACCORDING TO THE PLAT OF $ELVA MARNA tMrr 140. 9 AS RECORDED IN PLAT BOOK 36 , PAGE(S) 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ALLISON CARROLL FIERRO, FIDELITY NATIONAL TITLE INSURANCE COMPANY, GIBRALTAR TITLE SERVICES, AND FRANKLIN AMERICAN MORTGAGE COMPANY. SELVA TIERRA P.B. 38, PG. 28-28A LOT 43 1 LOT 42 N 0012.453" F 9.1-00' (R) N 00*23'34" W 9 1.04' (M) 1/2* SUBDIVISION BOUNDARY LINE 0.2' 0-4' 07-1 '---0.4! 5Z) 1 20' 16.4' PATIO STONES (NOT SHOWN) METAL . . . C4 SHED 9.1, :4 n n 0.6' k6- 20.1. FENCE 0 AROUND o SHOWER 1.0' b 0 DO A/C 1 STORY FRAME m PAD RESIDENCE Lw NO. 1836 46 PATIO � �* N% 0 n,%4 0 t4 to STONES _j 0.8' COVI) 4.3' nCONC. PAD k WOOD 12.4.'— DECK to Ql 0. =DECK 17.3' 20.'r 0- 0.6'X 7' . .-wb.- 30' S.R.L. CON& 4k N CQmC. 84 (C) 442.17' (M) 7 — -!� 1/2" - 446'.9F(R) 1/2' 1/2- REBAR ASSOC. SURV. L.8 5488 gt�.RING REFERENCE LINE —WOOD 0.4' 18, _.7ct 0 S 00-02'4 1- E 90.71' (M) 1.5' CURB J.LS0010241 - E 91.00' (R) & GUTTER SEA OA r5 DRIME(60' RIW) FLOOD ZOW "X" AREAS DETERMNED TO EIE OUTS" THE 0.221 AWCAL CHANU FLOOD PLAIN S/ OW 4,MX A(S=E AS OF 0.2X ANNUIAL CHAPICE FLOW AFWAS OF IX MWAL ;ARE CHAPKE VITH AVERAM DEPTHS OF LESS DiAN I FOOT OR VATH DRAIKAGE AREAS LESS THAN I CTED BY LEVEES FRO&I IX N"JAL CHAMCE FLOOD. q E Y �� 1. BEARINGS ARE BASED ON QENa*Ar8o(U%, PAGE 20 2.STRUCTURE NO. 1836 SHOVM HEREON LES WITHIN FLOOD ZONE_____L__AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PAN& NO-_-L-DATEDw9!�17_1989 ASSOCIATED SURVEYOR$ INC. 3,THIS 13 A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS. LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. JACKSONVILLE, FLORIDA 32210 5.THiS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC s 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, 0 COVENANTS, B.R.L'S RESTRICTIONS, CLOSURES, TAKINGS OR "NANCES, ETC. 0 CERTFICATE OF AUTHMIZATION No. LB 00054-88 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6.UNLESS OTHERWSE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THL*.,SVRWY"'-WAS DONE UNDER MY LEWMABOINAVIATUM" DIRECT SUPERVISION E MINIMUM TECHNICAL o SET IRON PIPE OR REBAR P.C. - POINT OF CURVE CH = CHORD P.T. = POINT OF TANGENCY (R) = RECORD X -O.U.-=OWF HEAD UMM (M) = MEASURED STANDARDS FOR LAND Nr) -ERSUANT TO CHAPTER "ASSOC.SURVEY" OR LB.5488 A AD I COrD& CHAPTER -472, F.S. 0 FOUND IRON PIN OR PIPE (IP) 61G17- FLORIDA m FOUND CONCRETE MONUMENT (C.M.) FIRE HYDRANT (C) ComptjTED DATA CONC_ - CONCRETE R. RADIUS X- CROSS CUT OR DRILL HOLE RECORD BOOK A\C = AIR CONDITIONER L ARC LENGTH BY: O.R.B.-OFFICIAL CEC - WATER METER I ATE N . 3771 O.R-V--OFFICIAL RECORD VOLUME P.EO. - POOL EQUIPMENT PHONE RISER CHA L B. HAT R P.R.M.-PERMANENT REFERENCE moNumENT X_X CHAIN LINK FENCE R/W F"T OF WAY CH LES L. STAR fN FLORKW T FICATE NO. 4579 B.R.L- BUILDING RESTRICTION UNEI W W�RE FENCE B,T, BUILDING TIE OND J. SCH FtOROk- ERTIFICATE NO. 613J2E.T. = ELECTRIC TRANSFORMER & PAD T=WOOD FENCE 14B,= UTILITY POLE RAYM SONVILLE ELECIRIC AUTHORITY GUY ANCHOR 0 J.E.k- JACK STRICTIONS -1-1-IRON FENCE JOB NO. 57327 DATE 02-18-2010 C & R - COVENANTS & RE COVD - COVERED C.C, - POINT OF COMPOUNO CURVE BTN. - BETWEEN (E.T.) - EAVE TIE E.B.-ELECTRIC BOY SCALE: 1 DRAFTER - PO4NT OF REVERSE CURVE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER MAP SHOWING BOUNDARY SURVEY OF LOT 6 BLOCK 2 ACCORDING TO THE PLAT OF ISELVA MARINA UNM NO. 9 AS RECORDED IN PLAT BOOK 36 , PAGE(S) 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ALLISON CARROLL FIERRO, FIDELITY NATIONAL TITLE INSURANCE COMPANY, GIBRALTAR TITLE SERVICES, AND FRANKLIN AMERICAN MORTGAGE COMPANY. SELVA TIERRA P.B. 38, PG. 28-28A /V 0 C LOT 43 1 LOT 42 N 00024'53" #r 91.00' (R) s- N 00*23'34" W 91.04' (M) Le -� I, i � f-?.6' 1/2- u U — ------u—u -7 0.5 SUBDIVI LINE 0.6, D.2. 4� N x 20) . . . . . . . 41 Am 16.4' PATIO STONES (NOT SHOWN) 4 METAL r 17.3' C-4 SHED C14 0, 20.1' n n 0.6, c"I FENCE y AROUND U SHOWER 1.0. 0 0 Ca vi -i A/C I STORY FRAME CID Ld PAD F RESIDENCE hit:k NO. 1836 L"1�4 r-� 00 �N% F- 0 PATIO l).S 0 !4 (40 0�8* f�z 4) -1 STONES 'Ic ]CONC. COVD 4.3' 00 00 WOOD—",,i 12.4' F PAD DECK, 0.6 x =DECK qR 0.4 0.6'X .3' 20.7' 0.4' 18.7* 30' S.R.L. CONIC q V:, CQNC. -Y 442.11 (C) ,M) c__S /V-Zt- 442.17- L 4-- 467.9F(R) 1/2' 1/2' 1/2- REBAR ASSOC. SURV. L.B. 5488 86tARING REFERENCE LINE P,C. S 00'0241' E .90.71' (M) 1.5' CURB �S 000024.1 " E 91.00 (R) 31 GLITTER 5EA OA TS ORIYE(6,9' RIW) FLODO ZONE"X" - AIWAS DETERIANED TO BE OUTSIDE THE 0.2%ANNUAL CHA14CE FLOOD PLAIN /FLOOD ZONE -X (SHADED)" - AREAS OF 0.2%ANNUAL CHANCE FLOOD. AREAS OF 1%ANNUAL CHANCE VATH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR TATH DRAINAGE AREAS LESS THAN I SQUARE MILE: AND AREAS PROTECTED BY LEVEES FROM IX ANNUAL CHM4CE FLOOD- E Y 0 GENMAL ra( *' llp Is, 1, BEARINGS ARE BASED ON— PLA 9 36� PAGE 20 X 2.STRUCTURE NO. 1836 SHOYM HEREON LIES VATHIN FLOW ZONE BEST XTERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. 1 ATED.91-17-1989. ASSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4.JURISDICTIONIAL AND/OIR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3846 BLANDING BOULEVARD LOCATED BY THIS SURWY. s JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS, B.R.L.�S RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. 0 cERTincATE OF AUTHORIZATION NO. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6.UNLESS OTHERIMSE STATED ALL IRON PIPES FOUND HAW NO IDENTMWICAT)ON. I HEREBY CERTIFY THISw7,SVRAL&'WAS DONE UNDER MY LEGAMo0AMMVIATIOM DIRECT SUPERVISION AN6 �WE MINIMUM TECHNICAL 0 SET IRON PIPE OR REBAR P.C. POINT OF CURVE CH - CHORD STANDARDS FOR LAND oft, .,MRSUANT To CHAPTER "ASSOC.SURVEY" OR L.B.5488 PJ. POINT OF TANGD#CY (R) = RECORD 0 FOUND IRON PIN OR PIPE (IP) -O.U.-=OVER HEAD UTILITIES (M) - MEASURED 611317- FLORIDA AD is CH 'TER 472, F.S. 0 FOUND CONCRETE MONUMENT (C.M.) *lZr- FIRE HYDRANT (C) - COMPUTO DATAI X- CROSS CUT OR DRILL HOLE CONC� - CONCRETE R. -RADIUS A L - ARC LENGTH O.R.B.-OFFICIAL RECORD BOO+( AIR CONDITIONER BY: 24— R.V.-OFFICIAL RECORD VOLUME WATER METER 0 - PHONE RISER CH L B. HATCH R FICATE NO. 3771 0 P.EO. - POOL EQUIPMENT t I - P.R.M.- PERMANENT REFERENCE MONUMENT R/W- RIGHT OF WAY CHA LES L. STARLIN TinCATE NO. 4579 S.R.L.- BUILDING RESTRICTION LINE X—X CHAJN UNK FENCE W WIRE FENCE B.T,= BUILDING TIE RAYMOND J. SCHAEr R P-Lm TIFICATE NO. 6132 E.T, = ELECTRIC TRANSFORMER & PAD 'M--W WOOD FENCE l4a,- UTILITY POLE J.E.A.- iAO(SONMLLE ELECTRIC AUTHORITY GUY AN04OR JOB No. 57327 DATE 02-18-2010 C & R - COVENANTS & RESTRICTIONS -I-1-IRON FENCE COVD - COVERED I.C.c. - POINT OF COMPOUND CURVE BTN. - BETWEEN E.B.-ELECTRIC BOX SCALE: 1" = 20' DRAFTER �M N-Jd," P.R.C. - POINT OF REVERSE CURVE (E.T.) - EAVE TIE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER �OT CD Ej7 CL ID 0 = CD CL M rb m 0 c 1) R Sc > m P m 4. -n m 4�- t— Cl) CA) ANSUASP-7 2006 Specifies three methods for determining the maximum system flow rate. Ihe following simplified TDH calculation is one of the methods specified. Siniplified Total Dynai-pic Head (TDR) Calculafion NVOrk-Shect Detern,ine Maximum System, Flow Rate. Minimum Flow Rate Required: 35 gpm per skimmer X06 x 7,48 (gat./cubic fo r�) ot) = Calculate pool Volume� x _Lc 4 , gallons) ,sufface Axea) fAver-age Depth) N04ume M ur-s CO x 60 (minutes hour) = 3 Cf.b Determine preferred Tumover Time in ho . — - (-,urniover in (Hours) 3. Determine Max Flow Rate: + R W rvokjqre'�A gaiior*)jumover Minutes) f(PO'01.) a fiC� gpm p_o let f1cw rate. 4. Spa jets�. Ow Pa�e� of I ,01: (jet F�"I ('01 flow Ral (For single purro 4111spa c�x�, use the higher of No. 3 or No. 4 in the following calculations for the pool& spa) Determine Pipe Sizes: 1) 1� gpm Maximum System Flow Rate. Branch Piping to be inch to keep velocity g 6 fps max. at -7�'-�, Trunk Piping to be inch to keep velocity @ 8 fps max. at gpm Maximum System Fiow Rate. Return Piping to be inch to keep velocity Oa 10 fPs max. at L4 gpm Maximum System Flow Rate. Deten, ine Sim2lified TDH_ I. Distance from pool to pump in feet-, '-� I I�ii gprn (from pipe Ilowftction loss chart) Z Friction loss(in suction pipe) in,�z inch pipe per I gpm L��(from pipe flowifriction k)ss chart) 3. Friction loss (in return pipe) in,, #wh pipe per 1 ft. @t4zZ-- x ft. of head/1 ft of pipe TDH suction pipe 4. Length of suction pipe s' C 5� Length of return pipe x ft, of headi 1 ft of pipe TDH return pipe TDH in Piping: Filter loss in TDH (from filter data sheet).- Heater loss in TDH (from heater data sheet')- Total all othef loss� Total Simplified TDH-.Ei Selected Pump and Main_DrainCover , �,I'� �- 1,.> [,"S 3 6 5ZI using pump curve for Simpl ed TDH & Systein Fiovi Rate Pump selection(,PLmp modei and size in Horsewwer ficvv rate) Main Drain Cover �System Flow Rate must not exceed ap, Make and Ik,6-_Fj Notes� Minimum system flow based on minimum flow per skimmer of 35 gpm. SiVAUEL [.iGER,,JOP!E, PE-55740 Determine t,he. jired In-F!gor Suctiol Outlets- 1268 ROGERS ST CLEWAATER, 0,32756 --Check all that apply. 727-442-8443 -mav, How (see 1) 2 Oaib 2) 31 -0' SVC;ti0nOuO8t8�* suc ',ion OAAW.5 gpm max. ,law (see rKft a) Aquastar Channel Drain A 316 gpm max. flow rate U) L/ j 17 gprn wl 2 port & 278 gpm wl 3 ports note A & A Channel Drain (§ 2 Total-head In feet COnver.SiOn -har' TDH Calculation Options Inches tvie i Vacuum Gau e For each pump -- ts-;Zl 11cual., 14 -1-6--Ti 18 1, 47 0 4 0 1 10 12 1 0 ---------- 58 8, 20.3 I i,,3 F- '_`hec� one 00 2.3 1� 4.5 1 E 't j .1 20A .7-J t2.� 4.6 1 58 1 11A 13.6 1 115,9 1 18 �M' if feu I ULCI ,amic Head STDH' - , t �n 'I . 25.0 20.4 22.7 e a 2 4.6 1 &9 H _t__ -it---61 T! 137 1 15.9 18.2 STDH Worksheet- Fill in all I 1�0 3 1 6-9 1 9.2 1. 11�5 1 13,7 1&0 18.2 20.5 '1 22.8 25.0 blanks 1 4 9.2 11.5 1 13.8 16.0 18-3 1 20,5 22.8 25.1 27.3 29.6ji 22,8 j 25.1 27.4 311-9 Total Dynamic Head (TQ_H1 5 11.5 '13.8 110-1 18.3 20,6 20.6 1 22.9 25�2 1 2 1.4 1 29.7 31.9 342 Complete Program or ot er calos. Fll 6 13.9 16. 18.4 - ------__+__ .U ' 25'2 TT775 1 29.7 1 32 34.3 M5 1 in reauired blanks on worksheet& 7 16.2 1 ALI 20.7 23 ' j attached!:zlcu lations. 5.3-1 27.5 58 32.0 1 34.4 36-6 38-8 8 18.5 0.7 23.0 2u.8 23.1 25.3 2T6 1 29.8 3 -3 36.6 3&9 41.1 10 23.1 25.4 27.6 29.9 32.1 34A 3,6,7 38,9 1 41.2 43A 11 25.4 27.7 29.9 32.2 1 34�5 36.7 1 39.0 412 1 43.5 1 45,8 1 r A 43.5 45 8 48 1 1 12 1 27.7 30-0 1 312 �4.5 36.8 39.0 1 ___7 1 41.3 F43.6 i 45.9 1 48.1 1 50A 11 13 T-3 700- 32,3 34.5 1 36.8 39.'1 ! _� F-Notes -- 14 32,3 3&9 �q'1 41A 43,6 1 .1T_'j__48.21, 50.4 52.-1 7 1 15 1 34.6 36.9 39.2 41.4 43.7 45.9 1 48.2 50.5 , 52.7 55 0 1- If a variable speed pump is used, use the - 48.3 50.5 52.8 55.0 16 1 37.0 92 41.5 *f 46'0 11 41,5 43. A A I AP 1 50.6 52.8 55.1 57A 59.6 maximum pump flow in calculations. 17 39.3 8 1 41.6 43.8 46.1 1 48.4 1 !)u b j 529 55 1 1 574 59.7 61'9 2. For side wall drains, use appropriate side 52*.9 55�2�57�4� 59�7 62.0 64.2 19 43.9 1116.2 48.4 1 9- 643 66 5 11 .8 6 wall drain flow as published by the �31 5-7 59.8 6210 .0 20 46,2 '5 0.7 575 '��_J__i665_2,�1 , &4,3 66.6 '31 485 1 508 530 55.3 1 57,6 1 51 , manufacturer. 2-� - - 55�3 57 76--t,-59-9 62.1 1 64.4 66�6 �9 1 7 1.2 I ±�_ r,r,"A C;7 1 Insert the manufactureCs name and -2 1 50.8 53.1 - 23 51"1 55.4 57-7 59.9 62.2 64.4 66.7 69,0 1 71 112 73.5 approved maximum flow- 24 55.4 , 57.7 60,0 62.5 1 64�5 66.7 69.0 713 73.5 - 69.1 71.3 73.6 75,8 umber of 60.0 a 64.5 66.8 4. See installation instructions for n 25 57.8 26 i 60.1 62.3 64.6 66.8 1 69.1 1 71.4 73.6 ports to be used. 27 1 62.4 64�6 66.9 Rq 9 1 714 - 5. li-floor suction outlet cover/grate must - 28 j 64.7 6912 1 11 b 16 10- 1 85.1 87.3 conform to most recent edition of 1 9.3: 71.5 738 �i Z, 7&3 M5 82.8 1 29 1 67.0 73.8 76.1 783 97 85.1 87.4 1 89.6 mbossed 30 .3 t-71 b - 80�6 ASMEJANSI Al 12.12 8 and be e 85.2 87A 76.1, 1 7 89.7 92,0 i 31l 1 16 739 -A .9 82 4.3 with that edition approval, 32 719 76�2 7 8.4 1 80.7 83.1 85.2 87.5 89.7 1 92,0-. 9 6. Pump& Filter make, model and location can 3 76.2 78.5 1 80-7 83.0 85.3 857.5 1 .8 192.0 1 94.3 96-6 94,4 96.6 98 9� t submitting revised plans 1 34 78-5 80.8 83.1 85.3 1 87.6 89.8 1 92.1 not change withou 101.2 89.9 92.2 94.4 Ub I t and TDH worksheet. 35 80,9 83.1 1 85A 87.6 89.9 Swimming Pool Specification for.- Flo and Friction Loss P r Foot Schedule 40 PVC Pipe �eloc�y-Feet Per Second F=i �Ipw 6f bs, 10 fbs i size D..6 16 26 gpni 0.94' f 16 gpM 0.251 21 9p m 0.28' 62 gpm 0.48' 1.5' 37 gpm 0.16, 50 gp Jot Address: Al:)_ 2' 629 0.15' 82 9DM 0.25' 103 gp(-,,. 0,40' 2.5' 1 88 qPM 1 009 117 Wn 0.15 146 9PM 23' ;;5_1 181 gpm 0.14' 727 gpm 0�23' 3 1_1 38 g Pin 0.09, - 0.10' 392 gpm Permit# 5 40 4' 234 gpM M61 3131 gpm n 1268 ROGERS ST 6' 534 gpm 0.04! 712 qpm 0,04' 8'909PM 0,10'- CLEARWATER, FL 33756 727-442-8443 intellif lo@VS 30SO & 1nte11iF1oVS+SVRS High Performance Pump 4>Pentair�oul products' Featured Highlights Slashes energy costs up to 30%or more Eco Belect - Easy to program and operate - Offers ultra-quiet operation ...just 7 Peaiu&VWer d ibels or half a human whisper ec Dili Operates at the minimum speed require for unmatched longevity Compatible with other pool systems, including EasyTouch*,IntelliTcluch',and SunTbuch- IntelliFloVS 30SO High Performance Pump Patents Pending lntelliF1o`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 Voltage Full Load kW HP SF SFHP Port Size(NPT) Carton' Certifications Suct.&Disch. (Lbs) Product Description Amps 47 6 3.2 3 1.15 3.45 2 011013 IntelliFloVS 3050 UL,CSA,NSF 230 1 47 011017 Intel oVS+SVRS UL,NSF 230 16 3.2 3 I.IS 3.45 2" ACCESSORIES 520641 IntelliComm 4 350122 50'Communication Cable' Included in package with pump. 7. WroOVS 3050 High Performance Pump Dimensions and Performance @0 CN S)F LISTED CSA Ceft6ed Listed 120- i0o 3450 rpm so @3110 rpm 60. .40- 20 @ 15 60 r M 50 rp 01 80 100 120 140 160 20 40 60 U.S.Gallons per rnipute 30 35 5 10 15 20 25 Cubic Meters per hour 26.406 ------ Z;-41 f 11.047 i—_4 10 75 ent parts 46 _1�1 I Repair parts-see page 170 PLM SERIES - Sia-Rile's modular media fillration is the perfect match I markets. Advances for the small in-gr0LInd and above-grOLind poo in modia technology and balanced flow clesig gn provide dirl-loading capabilities tip to 15 times greater Ihan sand fillers of eqUiV,21lent size. A -ice Now Vil Illy mainlenai -free operation for today's pool ownet available it) 300 sq. W CERTIFICATIONS - The filter shall be tested and certified by a nationally recognized testing laboratory to conform to NSF Sid. 50. Large Drain Plug-Filter includes -Typical Installation- In-ground the smaller System-2 filler,enabling -free operation loi 2"NPT Drain ports,which are q pools and ill-gl"OUnd hot tubs maintenance Quality Construction-Durable pools of all sizes provided with reducer bushing and I j12"drain plug two piece tank 1101.15illq constructed Low Maintenance- Complete of rugged ABS lherrnoplaslic 10 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 resulting in without changing[he tank Easy Access- Posi-Lok"locking holding capabilities, ring provides safe,fast access to longer filter cycles and less r1paninj Sleek Looks-Contemporary lank isilernals A Perfect Fit-The small diameler style and matte black finish looks Patented Design- The patented, footprint makes the Syslem�2 filler altradive in any pool setting innovative balanced flow design a perfect fit for new and retrofit first Introduced Willi the Syslern:3 installations.The inlerchangeble Mod Media liller is now available in ports provide multiple plumbing options. TO -4 Fillej Optimal' Flow Rated— TURNOVER RATE(GALLONSI lank Approx. 4 Catalog Area Performance GPM (FLOW RATE x 60 it HOURS) Port Ship.Weight Nurnber (sq.fl.) at[his GPM per sq.W At 6 Hrs. -.-A-I 8-Hrs. -At 10-.Hrs-. Size Ubs.) PLM 100 100 5L)-71.) 38 100 111-36,000 18 18.000 ?3 60.000 21. V LM 1115 12 5 50 94 47- 125 17-45,000 22-60.000 28 75,006 2.. 42 PLM150 150 50. 113 56. 150 20-5,1,00() 27- 72.000 14 -90.000 2.. 43 PLM11!) 175 SO- 120 66- 150 24-54,000 31 72.000 :11) 90.000 2.. 44 PL M200 200 s(l- 120 75- 150 27-54,000 36 72.OUU *15 90,000 45 "L :I()O mul 50: 120 113 - 150 41 -54,000 54 12,000 68 1.10j)(10 53 opel.1111 1��al Ilm(IPM will 131 ov 1 di-I lie losigecA filler c ycles cornhined wil h[he heo and q rea le�l dii I loaqi ing ral.v ii y uivp-s I iller area willprcivide lonjef lifiel(y,-Ii,%belwev.1 civaningt; "lla%vii on NSF Pecommended flow rale for roinfrierciiiial 375 GPM pei square lool No bat hwa%h valve teilmw(i. NOTE:Opi,saling I iniil% maxiintim coillintial oppialing pressure of So IISI Pool/ya(balher) iriammaii,urwi.iliiigo miler temperature kb Tip Approx.Ship. weight ot Description U — Der oo Sq.Ft.ReplaCement Module for PLM100 11.5 — 2-0100S 125 Sq.Ft.Replacement Module for PLM125 12 50 Sq Ft Replacement Module for PLM150 13 12-0150S )2-01 5S 175 Sq.Ft.Replacement Module for PLM 175 14 00 Scl.Ft.Replacement Module for 300 Sq.Ft.Replacement module for PLM 300 8 oz. 02-0300S 2.x 1-1/2"Pipe Reducer Bushing 1 Spring Check Valve i,01-0130S ------ ........... 158 .......... --- PLM300 X- S: 0 371A vn WE WM MIR 2"W1 K9 2z TKK 15.00 All dimensions shown in inches. ............ --— —-------- ------— PLM100,PLM125. PLM1501 PLM175, PLM200,PLM300 -------------- - ------------- ------ 10 20 40 60 80 100120 140 160 "FLOW RATE IN GALLONS PER MINUTE W-11115M VG8 Water,A.Fay,T*dw*&j.1p.uNetin:VG82008 640-23lxV AN 8"Anti-Entrapment Main Drain Cover and Frame .OP a 0, Waterway main drain covers are compliant with the Virginia Graeme-Baker dr IV 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. 4'sixi The Waterway 640-231 x V series covers and frames are available in: Ll White U Bone 8 Black U Gray 8 Dark Gray 0 Beige 8 Dark Blue Model No. Description Size T otal Open Area Floor Flow Rate Wall Flow Rate Flow Rate GPM Square Inches GPM GPM. @ 1.5 ft/sec A, 11 7 fttse& -A S", 08.650 PaH Na Dew" gig_wsi #8 Stairdes5 Steel Screw-32 x IA6 07.624 642-21 5x V 8'Anti-Vortex Drain Cover 7.000 642-214X 8'Anti-Von"Brain Frame 819-M051 \14, ,,cam 10"U"A 0 04 642-21 Sx V 0 0 - 0 e 0 00 &12 0 0 10 010' 0 10 W 1 00 a 300 0 0 642-214x 0 000 0 , \14, C) 0 V .470 .975 .800 02009Waterway Plastics-2200 Sturgis Road,Oxnard,(A 93030-Ph.805-981-0262-waterway@waterwayplastics.(om-wwwwaterwayplastics-corn 807-0081.0309 MasterTempO' Heater High Performance Eco-Friendly Heaters Pemair Ah I-kats tip fast so no long waits before enjoying YOUr pool oi-spa Eco Be%t-ill-class energy efficiency +ftntair Wam MalWal gas shut-off when service is re.ciiiii-ed Eco-friendly MasterTempO is certified foi- low NOx emission and outperforms indLI%Ll-y standards Rotating digital display allows for easy viewing Maqv.et-Tomp High Totigh,rustproof exterior handles the performance Heater heat and weathers the elements New MasterTempo heaters offer all the efficiency,convenience and reliability feattires you want in a pool heater,plus a lot. more.As easy to use as y(DLIr home heating system,PILIS,iiser-friendly indicator lights make system operation and monitoring a snap.The compact design and SLlper.-quiet operation won't intrUde 01-1 YGLir poolside leisure time. Ordering Information Product Ga s Ty 1)e BTU(000's) Carion QtV Carton Wt It 1A 1:12:11AI U '160/92 Natural IYS -128 460793 Propane 175 128 160730 Natural 200 128 460731 Propane 200 128 -160732 Natural 250 133 460733 Propane 250 1 133 460771 Natural 250 ASME 1 120 160772 Propane 250 ASME 1 120 -160806 Namral 25OHD 1 136 460734 Natural 300 1 136 ,160735 Propane 300 1 136 -160736 Natural 100 1 136 160737 Propane 400 1 136 160805 Natural 40OHD 136 460775 Natural 400ASME 149 460776 Propane 400ASME 149 NOYE:I'lit!Milstef-l-LIPP'is Certified for low NO,emissions. SPECL4LL SPA REQUIREMENTS:'\ mwwmmmwm� -MAXIMUM WATER DEPTH 4',MAXIMUM SEAT DIM 28%MAX. FLOW TH] -FLOOR SLOPE 1:12 NOSKIM% -STEPS:MN.TREAD 10"X 12',7'MIN.RZER,12"MAX. on RISER EXCEPT THE BOTTOM STEP MAY BE 14-IF IT IS THE SEAT.INMRMEDIATE TREADS ANDRISERS TO Q4 BE UNIFORM.IF THE SPA IS OPERATED INTUMTTENTLY IT SHALL HAVE A ONE FbL�R TURNOVER,IF CONTINUOUS A SIX HOUR TURNOVER. -MAXIMUM TEMPERATURE 104 DEGREES -MEET ANSLINSPI ARTICLE XVII,SAFETY OPTIONAL 12VUGHT INSTRUCTTONISAFETY SIGNS. wrrRANS.X"BRASS -PRESSURE TEST PIPING AT 35 PSI FOR 15 NflNUTES OR OR PVC(SEE NOTES) MEET LOCAL CODE 9 GREATER I NOI ELECTRICAL REQUMM�S: DUAL MAIN DRAINS SHA vnuCAL TO _REQUIRED CTAMPEP -W"G AND BONDING AND ALL ELEc PROOF/SEE NOTES) COMPLY WITH CHAPTER 27,FLORIDA BUILDING CODE 2010 AND NEC 2008. -NO OUTLET OR OVERHEAD POWER WITHIN IOP IF WITHIN IS-PROTECTBY GFLTRANSFORMERMIN.IY SWIN-OUT OR LADDER FROM POOL,8-ABOVE WATER,J BOX 4 FROM POOL, REQUIRED(ORMS CU) WHERE DEPTH OVER BRASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED FLORDDA BUD�DING CODE R4101 THE POOL CONTRACTOR IS RESPONSIBLE FOR (1j-FVFRA1. POOFuRN1sm`ALL DETAu.DESIGN REQumEmENTS FOR EACH INDWIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE 2,-g,Mi.ExCEFT F CODES INCLUDING PLUMBING,ELECTRICAL AND m SLOPING ENTRIES.4'-O"h GAS. PIPING SHALL BE SCR 40 PVC�NSFPw,MAX. pRESSUp E VELOCTry 10 FPS,SUCTION 6 FPS. to THE POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE WITH THE QUIRED SHOWN. MAIN DRAIN 7:1 INFORMATION RE .r.4 WATER PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' LINE WITH APPROVED ANSVASME Al 12.19-8.2007 COVERS. AS AN ALTERNATE THE APPROVEDDRAINS MAYBE EXCEPTION;ROPE AND rS IjM:7 t TWO DRAINS FLOATSINSTALLEDIF PLACED ON DIFFERENT PLANES.THE LESS THAN 4-6" SHALL HAVE A COMMON SUCTION LM- SUCTION ORATES MAY BE USED IF APPROVED AT A MAXIMUM if— OF 1,4 FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE 3 MwL IUCTION PIPE SIZE. IN ADDITION A SAFETY VACUUM RELEASE SYSTEM MAY BE INSTALLED. THIS MAY CONSIST OF AN AIR RELEASE SYST33M. THE VENT PIPE SHAU BE TIED TO THE MAIN DRAIN LINES,SEED THE SAME AS THE MAIN DRAIN SUCTION I.INE WIM A WjW"LENGTH OF VEWr pIPNG TO BE 3U.THE VENT pEPp WILL BE ELBOWED Up AM OVER WITH A POOL SECT GRATEFO.R PRoj_C7ION AND LABELED"SAFM VLNT" YV= AND/OR'SAFETY VENT SB2836,6-20-07 SKIMMERS DO NOT REQUIRE PROTECTION AND FOP BONDING AND GROUNDING SYSTEMS FOR SV OF MUST BE DESIGNED FOR A MINIMUM 25 W- UNDERGROUND BONDING CONDUCTOR MADE THE FOLLOWING SHALL 13E LABELED WITH BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 11 24 INCHES FROM INSIDE WALL OF A SWIMMING K LABEL.MARKER TAPE AT THE FILTER LOCATION: PERWSSIBLE ALTERNATIVE OR EQUIVALENT TO S,PUMp(S)OFF-,WITCH PTO,VALVE NATIONAL ELECMCAL CODE- IT HAS 13BEN CERTIFIED TH, -,XSE DESIGN REQUIREMENTS ARE IN COMPLIANCE WITH THE PAVERSOR FLORIDA BUILDING roVE R4101,424.2.2oio,ANS1/NSPI 3, 4-DECK 2,500 ANSINSPI4,ANSL/NqP`, ANSMISP16,&NSL'APSP7 AND FOOTING pi(Min.)CONC. OPTIONAL W/FIBER MESH ANSIIAPSP 15 ..........'IX......'..... g"X8"FOOTING BE W1(2)03 BARS OR(1)#5 BAR 6-Mia WALL&FLDOR THICKNESS.3.500 psi(MIN 12"CE14iiRS Enl4EP WAY,TIE ALT.INTERSECTIC 2-MIN-COVERAGE ON STEEL W/CONC.TO ASTM Stmetural subjM to suit6le soil 0 ISLAND POOLS POOL/SPA2 DECK, BE) Y2. Techko USA - ALARM PROTECTION PRODUCTS - MODEL: S I 87D Page I of I J Ouality;SerAce,Integrity,Commitment to Excellence Foose Win=dow Model: S187D - SAFE POOL i 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. I 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 FTi 19,680 pcs. Intended for interior or exterior use 40 HQ: 22,896 pes. 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://techkomaid.com/security/pool/S I 87D.html 8/28/2013 City of Atlantic Beach APPLICATION NUMBER (To be assigned by the Building Department.) Building Department 0 800 Seminole Road -5445 Atlantic Beach, Florida 32233 Phone(904)247-5826 - Fax(904)247-5845 1.i0ir E-mail: building-dept@coab.us LDate routed: city web-site: hffp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ) 2)--��Sc6i,(Ats Dl��_ Deeartment review required Yes No pcx) CID Applicant: 71 a—nn I n g &Z oni-i_ng Tree Administr—afo-r Project: (,Eublic Utilitigs� Public Safety 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: nApproved. RDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b Date: TREE ADMIN. Second Review: FlApproved as revised. []Denied. ZPUfBL:IC=WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. DDenied. Comments: Reviewed by: Date: Revised 05114109 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road - - -5445 13 X Atlantic Beach, Florida 32233 Phone(904)247-5826 - Fax(904)247-5845 Date routed: C/ Lo E-ma il: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM ocbt� Dr. view required WS Property Address: I — .Buildiw Applicant: v's _.PLanning_&—Zbnin�') Tree Administrator Project: Publi Wo P 6 b I i C U t 1171_10_-!�-) Pub[Eic�a ety 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: ErApproved. E]Denied. (Circle one.) Comments: ":� ,Ae' aAd r�eal_ 5ef6a_eks lKek_ BUILDING 7PL�AN:NING &�ZONIN Reviewed jby:�A� Date: A 9 - TREE ADMIN. Second Review: [—]Approved as revised. []Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: FlApproved as revised. OlDenied. 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 LD -5445 Atlantic Beach, Florida 32233 EP 0 9 1013 Phone(904)247-5826 - Fax(904)2�7-584 0.,.tit E-mail: building-dept@coab.us !3 Date routed: city web-site: hffp://wm.coab.us APPLICATION REVIEW AND CKING FORM Property Address: vpx'�Lp "�_ Cats_ Department review required Yes No ( Ouil"in- Applicant: (' Pi—ant-fingl Zon minis ra or Project: s lic Utilities�> JPublic a e 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 R view: Approved. r-lDenied. (Circle one.) Comm nts: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: nApproved as revised. FlDenied. R Comments: "C UBLI UT ITIES PUB IC SAF TY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. DDenied. Comments: Reviewed by: Date: Revised 05/14109 City of Atlantic Beach APPLICATION NUMBER `,.Z Building Department (To be assigned by the Building pepartment.) It \3 - 3-3-1 �p T, 800 Seminole Road -5445 Atlantic Beach, Florida 32233 Phone(904)247-5826 - Fax(904)247-5845 Date routed: _D_ E-mail: building-dept@coab.us City web-site: http://www.coab-us APPLICATION REVIEW AND TRACKING FORM De artment review required Yes �No Property Address: U u 'ZB u i I d i n Z _PI nin�& o n < lanning &Zon Applicant: Tree Administrator (_P P 0 Project: -Py-bric-UE litie 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: [O/Approved. [-]Denied. (Circle one.) Comments: BUILDING iD 71 PLANNING &ZONING Reviewed by: /177 C1V_ Date: TREE ADMIN. Second Review: nApproved as revised. nDeo Uid. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. E]Denied. Comments: Reviewed by: Date: Revised 05/14109 NOTICIE 0jPEPCARE0jNWWr11VCE,?4ZNT per-nit No OUPUCATE, ,Slate'of FL -33 -76 Tax Foko No, 176020-0568 To,,vhO,T,it May _-Oncern: County of Val The undersigned hqr#bY informs you that limproverrignts Will be made to C*naln re I P accordance with S9ctIOn 713 Of the Florida Stat COMMENCEMENT, a irp.,y-i"'d I,, Legal Utes'the following information is stated In this NOTICE OF o'-scrict'On Of PTPerty being improved- 36-20 9-2S-29E SELVA MA UNIT NO 9 AddrreZU of�P�Mpe,�ty y being J.Vro,, ad, 1�836 Sea�Oat$ Dr AV BCh FL 32233 �,�ed� General description 0 � f imProvements Pool Owner AJIison Fierro Address-1836 Sea OatS DriVe Aft Bch FL 32-233 - Z-iz� Owner's tntero-,st in site of h . ................ ............................ ,e improvement 100% Fee SiMple Titleholder(if Other than owner) Name Address Contractor Ronald Gray island Pools Address 1546 Linkside or all Sch FL 32233 Phone No.904-334-5421 Surety(if any) Fax,No� Address Phone o. Fax No, Ond Name Name and address of any person making a loan for the construction ofhe improvement., Address Phone No, ---------------------------—Fay No, Name Of Person within the State Of Florida.other than him documents may be Seived� Self designated bY or-rier upon whom nofices Or other Name Address Phone No. In addition to Fax No. himself,owner designates the following Person to he Lieno s Nolte Section 713.06(2)(b),Florida Statutes,(Pill m at Owner�s optio receive a c py of t a Pro d i Name ny Ad7dress Phone No �FaxNo different date is specjrjed)� (the expiration Expiration date of Notice of Ooft"ncerrlerA 11�"e is one(1)yea the date Of reccrdI'�c- unless a THIS-SPACE FOR RECORDERI US E ONLY I OWNFR Doc#20132582Ss, tKs Number Pages- I OR SK 16--53 Page 2300, 1 OATE 1/6/1 3 Recorded 1 OV07,12013 at 03:14 PM 'Stato Of F --------------- FW. I", Ronnie Fussell CLERK CIRCUIT f"by ?a , and COUNTy COURT DUVAL aff trim and ccura* -RECORDING$10,00 JEWFER WtLKER OMMISSION 0 FF01i4q0 EXPI19f97AOW24,417 �1% I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003376 Date 10/30/13 Property Address . . . . . . 1836 SEA OATS DR Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 34000 ---------------------------------------------------------------------------- Application desc IN GROUND POOL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FIERRO, ALLISON CARROLL ISLAND POOLS, LLC 1836 SEA OATS DR 1546 LINKSIDE DR ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 334-S421 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . HAZOURI ELECTRIC, INC. Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/28/14 ---------------------------------------------------------------------------- Special Notes and Comments 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 SIDE AND REAR SETBACKS MET. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 9S . 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: Ck 0 o- PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK$ NEW SERVICE El Overhead F-1 Underground D Underground up Pole EIResidential(Main)Service 00-100 amps El 101-150amps 0 151-200amps []—amps #of Meters 0Commercial(Main)Service E10-100 amps 0101-150amps 0 151-200amps El_amps [ICT Service amps Conductor Type_ Size []Multi-Family(Main)Service LIO-100 amps 11 101-150amps El 151-200amps []—amps #of Unit Meters ElTemporary Pole 0— amps SERVICE UPGRADE E—amps [I CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) DCT Service amps D100amps E1150amps 0200amps D—amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps —101-200amps Appliances: 0-30amps —31-100amps 101-200amps A/C Circuits: 0-60amps —61-100amps Heat Circuits: # circuits @ kw Number of Lightini—Outlets, Including fi-x—tures: OTHEI�ELECTRICAL PROJECTS s_Qty D Transformers_KVA []Motors hp AwimmingPool E] Sign DSmokeDetector FIRE ALARM SYSTEM (Requires 3 sets of plans) VALUE OF WORK$ Qty_volts/amps REPAIRS/MISCELLANEOUS 0 Safety Inspection []Panel Change 11 OH to UG D Replace Burnt/Damaged Meter Can DOther: 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. Phone Number Property Owners Name Electrical Company Office Phone Fax et,,2 Zi ? z o-11 Co.Address:,;iI 0 S— k/ c�i tic city Fk-/"2Lj( Stat — P -2 40 State Certification/Registration# rK'O000 License Holder(Print): Notarize Si nature ofLicense Holder 20 SHIRLEY L GRQM Be re me this day 0 COMMISSION#DD957760 ......... LZIRES:February 14 ic �10mw Thru Notary Public U,�2�rO,,',;§j ature of Notary Public