Loading...
23 CORAL ST POOL PERM Prepared by and return to: Lynn Shippee Ponte Vedra Title,LLC 50 AlA North,Suite 108 Ponte Vedra Beach,FL 32082 File Number: 19-1984 (Space Above This Line For Recording Data) Warranty Deed This Warranty Deed made this 6th day of January, 2020, between Christopher Griffith and Jennifer Waugh Griffith, husband and wife, whose post office address is 1710 Beach Avenue, Atlantic Beach, FL 32233, grantor, and Kenneth Hentschel and Alicia Kavan Hentschel, husband and wife, whose post office address is 23 Coral Street, Atlantic Beach,FL 32233,grantee: - (Whenever used herein the terms"grantor"and"grantee"include all the parties to this instrument and the heirs,legal representatives,and assigns of individuals,and the successors and assigns of corporations,trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate,lying and being in Duval County,Florida,to-wit: Lot 12,Block 8,Ocean Grove, Unit No. 1,according to the map or plat thereof, as recorded in Plat Book 15,Page(s)82,of the Public Records of Duval County,Florida. Parcel Identification Number: 169592-0000 Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold,the same in fee simple forever. SUBJECT TO covenants,conditions,restrictions,easements of record and taxes for the current year. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land;that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances,except as specified herein. Warranty Deed Page 1 of 2 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN "1 City of Atlantic Beach Building Department GRAY IS REQUIRED. r4I yJ 1 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: POOL19-0007 ri Revision to Issued Permit OR El Corrections to Comments Date:1/29/2020 Project Address: 23 Coral St Contractor/Contact Name: Pools by John Clarkson Contact Phone: 9042234050 Email: reception©pbjc.com Description of Proposed Revision/Corrections: revised site plan reducing originally permitted impervious surface area, new deck plan,&new equipment plan 'Pools by John Clarkson affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ONo ❑Yes(additional s.f.to be added: • ill proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: $ )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) 1'Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ .Sd. Revision/Plan Review Comments cT U/11 UrcT /Lc /Di z� �'r b %; r -� cla c[i m-Pkt. f S. S Pcty De•artment Review Required: Planning41110 . (97);;Zonin! ewed By Tree Admini trator Public Works Public Utilities l �� Public Safety Date Fire Services Updated 10/17/18 ,-.----.1.! ,1,-'2.,, Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN °' City of Atlantic Beach Building Department GRAY IS REQUIRED. K314° 7 800 Seminole Rd, Atlantic Beach, FL 32233 ,j Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: POOL19-0007 1-1 Revision to Issued Permit OR ❑Corrections to Comments Date:1/29/2020 Project Address: 23 Coral St Contractor/Contact Name: Pools by John Clarkson Contact Phone: 9042234050 Email: reception@pbjc.com Description of Proposed Revision/Corrections: revised site plan reducing originally permitted impervious surface area, new deck plan,&new equipment plan (Pools by John Clarkson affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ENo 0 Yes (additional s.f.to be added: ) • ill proposed revision/corrections add additional increase in building value to original submittal? JNo E1*Yes(additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Buil PlatSdinning&Zoning Reviewed By Tree A inistrator ublic Works, .-2--3 Z Public UtilitiesC/ Public Safety Date Fire Services Updated 10/17/18 Yt "TC'�.r�li Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN J r "'`` City of Atlantic Beach Building Department GRAY IS REQUIRED. J 800 Seminole Rd, Atlantic Beach, FL 32233 '�'`"="J) Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: POOL19-0007 Fl Revision to Issued Permit OR IT Corrections to Comments Date:1/29/2020 Project Address: 23 Coral St Contractor/Contact Name: Pools by John Clarkson Contact Phone: 9042234050 Email: reception@pbjc.com Description of Proposed Revision/Corrections: revised site plan reducing originally permitted impervious surface area, new deck plan,&new equipment plan 'Pools by John Clarkson affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ENo ©Yes (additional s.f.to be added: ) • ill proposed revision/corrections add additional increase in building value to original submittal? ENo 11*Yes (additional increase in building value: $ )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments i a. Department Review Required: r :uildm: .4►�►�—, ,r — •lannin: &Zoning ` ' Reviewe.:y Tree Administrator •ublic Works flECEIVEj Public Safety JAN 30 Date Fire Services Updated 10/17/18 BY: ---(1113414r 25K /2 cI4Z /fir dx e Yegts7k — g7V-> Zfr gal /YX 1/4 044r f o z.)- y - I , \ 1' ‘,.k. i •••) 1 i v., 4 N, fl. k•. L\PI -N•. 4 414i L.. , k- * ik ,I cil , • ... t %,;• sr4s ; cli—_1„...„—s1.4 .4 . , ....„. ..„..%,„.. , %.„1 ,.1 , i 1 14 b %14 JJ %. ,` _czi II l‘ t )> > > >> N N J b :1N._ (%1 17 .11 , . \‘‘ 4*4b. `, \. TN 1 + 'Ka?) ) -vw / NOTICE OF COII1VIENCEVIENT State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: /5- - 2 S -29 E OCfon arove. Unit i $/D P T L '7 S loft 1, tic), 1.of-5 I1 I Z BI k Address of property being improved: 2-3 CC)r .( S•. , AtIc r i c s C LQ,, �� , 3 Z 33 General description of improvements: ingrZI /Jp( Owner:jeLtJ(',I GZ 1'SPf_ xl1f,1 Address: j 3. c„,/,/ / A/4 c1 Owner's interest in site of the improvement: do)--,7t3 3 Fee Simple Titleholder(if othger than owner): Name: ContractorP[ I ‘by 5ohn CJ 11; f,U� /tom., Address: (1. + cMS 3)(1 r . / )it e,c, PC, 32225 Telephone No.: C -Z23—(-.qo ) Fax No: Q - - zzZ_ ()?35- Surety 35Surety(if any) Address: Amount of Bond$ Tejpne No: Fax No: Name and;acliress of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of FI.orida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER //4 "6--/e„-` ,y Signed: ILL_ /`d 6- /L- t: -d 5 ,Ad Doc#2020029852,OR BK 19096 Page 1485, � Date: $ g lefore met is 5 day of rarir tmgr • in the Coun Duval,State Number Pages. 1 )f Florida,has personally appeared Recorded 02/07/2020 09.54 AM, 00 RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY rotary Public at Large,State of Florida,County • .�. ���} ly commission expires: 11- 17-23 RECORDING $10.00 ersonallyKnown: 'r�" +gll roduced Identification: fid,( f "�°�;•t DEBORAH WERLING or • . :: •t MY c;OMntISSOON s GG s58-19t> ?�'��•Po EXP{RES:November 17,2023 ?Oi n,,, Bonded Tbru Notary Public Undernters c,`t MAP SHOWING SURVEY OF LOT 12, BLOCK 8, OCEAN GROVE, UNIT No. 1, AS RECORDED IN PLAT BOOK 15, PAGE 82 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDAIli — NEW IMPERVIOUS CALCULATIONS: SETBACK MEASUREMENTS TAKEN FROM EDGE OF WATER TO PROPERTY TOTAL LOT.5,522 SQ.FT. •. LINE. EXISTING PERVIOUS AREA: 2,655 SQ.FT, CREW ORNNWALK PERVIOUS AREA 512®45%. 1230 SO.FT.) SAFETY BARRIERS: FENCE S HOUSE ALARMS UP TO POOL IMPERVIOUS POOL DECKS COPING: 245 SO.FT. TOTAL IMPERVIOUS. 2,550 50 FT. SAFETY CODE. ISR.45% ALARMS TO MEET CODE 012017. — _ --- — 12...110 410 10 lSCALE 1- = 20' LOT (EXCEPT THE SOUTH 10.00 FEET) _�'���34.40R M¢L L 1 ME )M t0A0 LOT 8 LOT 9 8 (,1°_EASEMENT_ CO FOUND K AP. O i _ _ ,., ( 50.55' nap �- �T - UTILI _----- p /W�'. .-49\0 l i x'27'6' �. Ilt I ill -.7., \ f Y — o b' �c sl, A\ f!i,,satESNEO 1I Z oo .3' 1s.s' m 0 o.z' 1 1e.v' P.. 7'_ g POOv LOT 11 iSI Lt Q • _ EOUtPMENT o F gl .I �� O� Q1 LOT 13 $G 2 STORY i7 1 Y '''O'f4 S WOOD FRAMEco O m l : ,simS c.:\ N p O d O r- Co C :;'; Q ppco N � Q1 LEGAL DESCRIPTION: 0_ c„ N o LOT 12, BLOCK 8, OCEAN GROVE UNIT No. 1,ACCORDING ] a u.. `r o Co PLAT THEREOF RECORDED IN PLAT BOOK 15,PAGE 82 OF 0 Q = Co w c) J 2' (-) J 0 CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA w LI- ~ z --- x0 Q m uo 2= U n CERTIFIED TO: m > g a zKENNETH&ALICIA HENTSCHEL; o w w LU PONTE VEDRA TITLE,LLC; ccn zo w w m CHICAGO TITLE INSURANCE COMPANY a Wo JN Ci Elliiii SYMBOL DESCRIPTIONS W �® .CATCH BASttJ —o-=MISC FENCE Q =CENTERLINE ROAD ® =PROPERTY CORNER 'FT0 =COVERED AREA Z, B =UTILITY BOX 512@45% (230 SQ FT) }XRX=EXISTING ELEVATION`CZ.p =UTILITY POLE r1 :4 V =HYDRANT � =WATER METER Q =MANHOLE O =WELL — 5METAL FENCE — — =WOOD FENCE IIMI JNITY NUMBER: 120075 (i.1 0409 J ABBREVIATION DESCRIPTION: ZONE:X NC AIR CONDITIONER c'�NORK: 11.11.2019 i CENTERLINE CENTRAL/DELTA ANGLE I.D. IDENTIFICATION RTY ADDRESS: L LENGTH ?AL STREET LB LICENSED BUSINESS N.A.V.D. NORTH AMERICAN VERTICAL DATUM TIC BEACH,FL 32233 N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM OHL OVERHEAD UTILITIES Y NUMBER:394034 P.C. POINT OF CURVATURE P.C.0 POINT OF COMPOUND CURVE w P-K PARKER KYLON NAIL o P.R.0 POINT OF REVERSE CURVE 1- cc PSM PROFESSIONAL SURVEYOR MAPPER Q Q T 4, P.T. POINT OF TANGENCY w w b R RADIAL/RADIUS } a co v o 0 0 41 RNY RIGHT OF WAY w > } C ir, fxwQ Orn , D > F— > -C E Mtr SURVEY NOTES > D o 734 v,a CONCRETE DRIVE AND GRAVEL DRIVE CROSS THE Q a , �< PROPERTY LINE ON SOUTHERLY SIDE OF LOT. z o § o c'„4,--i THERE ARE FENCES NEAR THE BOUNDARY o o OF THE PROPERTY AND THEY CROSS INTO THE T Q � `5'U.E.AT REAR OF PROPERTY. = F— Iw .- wocr¢ Qcn co ►+►=- � � z Eh Q LULU — � U � u, U)w ULi j p w ZO GENERAL NOTES. v } Ya I 1) LEGAL DESCRIPTION PROVIDED BY OTHERS w w u CL U) W 2) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EAS >w p m 2 ENCUMBRANCES NOT SHOWN ON THE PLAT CC= CD Z 3) UNDERGROUND PORTIONS OF FOOTINGS,FOUNDATIONS OR 0 to _ Q m w h 4WALL B ARE TOC THE FACE OF THE WALL AND ARE NOT TOE i 5) ONLY VISIBLE ENCROACHMENTS ARE LOCATED. \\ G � ipp The Association of Pool& Spa Professionals® ANSVAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: J /�'^ Q /� /� CONTRACTOR NAME -bo) -�1 AND ADDRESS n ,r/ �C/�V I �Ce�I d�I�Lt" AND ADDRESS: 1vl 5 afro_ alor-K5 ,) 23 Cord SM (Az ter- 5 Si(A g . A). 14Ail 3ZZ33 F( 32z z� OWNER: CONTRACTOR PHONE:r DATE: ��� yv5� This information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals(APSP). It is not part of the American National Standard ANSI/APSP/ICC-15a 2011 but is included for information only.Contractors should acquire and comply with the ANSI/APSP/ICC-15a 2011 standard which can be purchased at www.apsp.org. 1. §5.2.1:Calculated pool volume / q¢ a. Gallons: ;or 1. ( '3GU gallons b. Calculated Gallons: (surface area)X (average depth)X 7.48 (gal/ft^3) = 2.§5.2.1:Calculated filtration flow rate 2. gpm (Pool volume_360 or 36gpm whichever is larger) 3.§5.5.1:Pipe sizing: a. Minimum suction pipe diameter 3a. I•< inches (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 2.) b.Minimum suction branch pipe diameter 3b. t•65.- inches (Calculate:Item 2. (gpm)_Branch Pipes (quantity)=branch flow rate (gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rote.) c. Minimum return pipe diameter 3c. V.4:11c inches (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 2.) d.Minimum return branch pipe diameter 3d. 1-a, inches (Calculate:Item 2. (gpm)_Branch Pipes (quantity)=branch flow rate (gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than the calculated return branch flow rate.) 4.§5.4.1:Filter type and size: a. Filter type: (Cartridge, DE, Sand) 4a. (i°,k�,i b. Minimum filter area (Calculate:item 2. (gpm)-filter factor (gpm/ft^2)) 4b. 9sq.ft. Filter factors:Cartridge=0.375, Sand=15,Diatomaceous Earth=2 47r6._ 5. §5.4.2:Backwash valve: Yes, No? 5. inches (When using a backwash valve,enter result of item 3c or 2 inches whichever is larger) Table 1 P eSrze: 1.5" 2" ti's"' 3^ .3.5". 4" 5,• 6" Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540 Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720 6.Single-speed pump selection (when used): §5.1.1,5.3.1:For single-speed pumps with a total horsepower 0.99 or less,find and enter a compliant pump from the Pool Pump Database. pump a. Pump model 6a. iv I selection b.Total horsepower 6b.jlta_ 7. Multi-speed pump selection (when used): §5.3.2.1:Pools 17,000 gallons or less,select pump'from the database with a Curve-A gpm flow equal to item 2 or less. §5.3.2.2:Pools 17,001 gallons or more,select pump'from the database with a Curve-C gpm flow equal to item 2 or less. Or "Multi-speed pumps must have one speed listed that satisfies this requirement. a.Pump model 7a. V S5ii A� b. Pump flow 7b. gP 3� m 05.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 10/21/14 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Component Section Requirements Check 4.4.1.1 Heater has no pilot light 4.4.1.2 Readily accessible on-off switch mounted outside of the heater _V Heaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, 4.3.1.3 or for pool with 60%of documented pool heating from on-site solar or recovered energy. 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0 V 5.1.1 Pool filter pump listed in database ►, 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speed lr Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for V servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. 0/A 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. V System installed with solar,or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater,or built-in or IA built-up connections,or dedicated pipe to and from the pool. 5.6 Directional inlets for mixing pool water. 10/21/14 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 biN3'oming Fool Energy Eftic)sncv 'Cornpiliarlce a nffv971diatIof7 CI�IIw ie ripe,¢es: NOTA: These Requirements Apply ONLY to the Filtration Pump Branch Piping to be 3 -irch to keep velocity @ 6 fps mai.at gpm System Flow Rate. Trunk,Skimmer& : ANSI/APSP/f1CC-15 2311 Sucfion Piping to be ;.so"' inch to keep velocity @ 9 fps max.at nin ppm System Few Rats Flow Calculations i Return Piping to be a inch to keep velecly @i fps mac at �� ill gym System Flow Rale. Pool water volume +360= gpm-this is the calculated flow rate gt•1� Note:for pools under 13,000 gals.the calculated flow rate or 36 gpm whichever is greater=the •aticn flow rate Is there an Auxiliary load on the filtration pump? Yes- No Pump Selection.as Listed on Curde0cr C (circle one) If so,what Is the calculated auxiliary flow rate gpm I, Fflrafionpump I .V. F1411195•lLa Maximum Flow Rate gpm • Flow Rate(low speed) _gpm @ rpm. ti Main Draft Cover . Minimum suction side pipe size @6fps in. Minimumsu on side branch pipe size @6fps in. Determine the Nutter and Type ofRequired la-Floor Suction Ouflets-. phi.,.0( Minimum return side pipe size @ 8 fps in. Minimum urn side branch pipe size @ 8 fps in. �- ckailthatapply. G1. O 3: i 2 1 , I . l suction outlets @ 1-52 1 ppm max.flow Determine FII! 5k �P 5 N v l k t Ii I I ® ® @ 3 1111111111 suction outlets @ gpm max.flow Filter Faders(GPM/SF): Cartridge(0.375) , ( ) � I channel drain @ D E(2.6) Sand(15) cpm w! ports I , Filter Size: = 1 rP�x a�1 Gwr Nat pd�siL1 I 4ry, �I Head .7 0Z.f Via zN 44.351 'fetal 9-Y�,ad in FeetCo> °9£-7si�19�Chad. `� Flrnrl and Fric6en Loss Per foo! 4 ++ • Indies Mercury(Vacuum Gauge) i Schedule 40 PVc Pie f Pump Controls I 0 z 4 e a 19 Iz a 16 13 v.eY r>3Paseura 0 09 23 4.5 88 ILO 113 136 153 16.1 243 P9°- 6r9a 8 A 107a Filtration pump has n. auxiliary load-standard time clock_ II 1 z3 46 as 4I 11.4 133 tea. 1a1 ala �r r 1a yr; 0.14. 21gpt 023• 25"pm OS 2 4.9 49 9.1 1U 137- -15) 187' mi 227 21.0 1� 933;'sr OAa sOSCu etc 143 a21' j Filtration pump wi • auxiliary load-tontrol model for low speed default within 24 hr- 3 _69. 11 111 117 159 19.2 295. 223 253 n, _ ei6pn ass 62„b ala 'Ka gm ant 4 91 113' 133 Ito 113 - 205 223 ' 25.1 ' 27.3 ffiS .25. '6a ^ 04S 117 epm OM' 143 gan - MT q 6 11.5 139 141 163 Ad .228 251', V4 29b 319. r 1359pa 9.54 al ma 00T 227 spn 1.IG' Heater P+lo 6 139- 19.1 -144 203: 22.9 .25,2 27.4 291 a13 341 4 224gn1 Off 313,pn OAS 392( 9 e.3T 7 -16.2. -144 20.7 737." 251' •271,_23.7 • 323 343 365 6 -= 5349 -., 0A7 712Cr'm- 663' Gas He-.tr efficiency rating (bio Pilot Light) • a ia. "207 .239 253 :273 '101 3U 363 3311 -• ��_ '� Heat mp efficiency C.G.P. ' 9 92.5 211 26. 2r3 -393 32.1 • _34.3 365 369 411 ) MEI Calculation Options 10 .•23.t 234' 273.- 20$"- 321 .34.4, 517 36) 4u 43.4 rot each pump .i i n • s.4-.277 249 -321: 313. 791 lea 412 415 J 463 12.' 277 3110 ' 322"" 945 36.3: -2.0 413 433. 45.8- 441 a Ch one. 173. 13- '30.0 323 346 353 39.7 • 413. 433 453 441 514 •_ - .14- 323 34e 399 6;1 .41.4 .Oil ,ns9. 4e1 ><as sat unJ6fied Total Dynamic Head(STDH) i 1, p u. 341 Deg 532 41 ..417 459 451`. 595 527 zo Complete STDH Worksheet-FiI in ail Hanks. ppq ff ANS] 7 Work e ld- '37.0' 392 413 -431 -4-a) '-433 533 523 550 _67.3 AP,15�G VA 9ti3yS] Csrnoliance Work Shea? F, -37 393 4fu 433 mt 4e3. SOs 52.a SS.t Sr4 -�.B O Total Dynamic Head(TDH) Defeat-rice Simf if=_d fDH: "' 1a 411 41a 45.1 .43d KS .9-3. 551 67.4 EV 513 It CArriplete Program or other tilts.Fill in required bian'w cn j / d 19 419 .487 434- 517' B9 552 57A 591 620 N2 1. Distance from pool to pump in feet a} 0_ 20 442 455 60.4 - 53,0 ez 573 09.3 925 643 worksheet&attach calalations. eL 21 43.5 603 539 553 573. ®A e21 643 _ea 639 O fria'dmum Flow Capacity 2. Frd nn loss fin suction pipe)in 2'r licit pipe per 1 ff.B h ♦ 9pn= . 09 (flim pipe C:';lilcilcn!ass.chart) 22 .•503 53.1 503 57.3 513 `eV 64 4 6E5 - 4•'9 112 I of the rew or replacement purr p. 23. 33.1. ,55.4 ,573 043- -627".64.4 691- 85 711 715 3. Fallon 1056(in reli n plse)In 2. frch pope 1 fL f� 8 2 gp�= a I 24 554 577' 663 823 045 ' 651. tl9 • 713 735 7E5 - [[[JJJ _ (from plea�9crdfic3cn loss chart) _ V -.---- _-- 25 57.6 60.0 823 81.5 WA. 69.1 71.0 733 759 73.1 N .29 60.1. 52.3 94) 553 - 03.1 713. 716 709 79.1 • -50.4 p I - 1 n e24 64$ 0.9 est 71.4 tat '763 >12 u e99 923 - TCH e Piping: ,4l,8 5 23 ' 617 653 01 71.5 717 769. 757 7 62.5 357 I ownsr 449.. 23 57.0 69.3 715 73.3 - 733 79.3 5as623 •• 85:1 873 DetermineSLrpbfedTDH ,_ Fawr/NeaterlossinTDHA ' 37 883 718 139 _ 751 7s3 P35 _ eel 6.4 53n c"' i a r 6 "bc k9oil-a7 105 63 31. -713 733 79.1 73.4 '807: -37-9 -a51 a7.4 - 891 929 I. 4. 1 c x e O = '• - 30 32 759 -762 744 86.7 47a 752. 313 9 1 09.1 ' t0 57-7 ' 33 • r1 ray Sar 833 353 6rs es3 919 a43 966 ��;' �` Ii 1.4.13:1'..1.1,0,9104) IF ara�ltal7.pei ft}1;rL�a1 -- i I 5. ( % 8 � _ a 34 75.5 015 83.1 355 67.3 693 .- • 92.1 44.4 9"a.5 61.9 1 a7r3t aI a4..7-10 (ts!i ult i157yst (72119.40..s Total:%xeric Heed 1TDH): tot.1,4 8` I 3i 39.4 83.1 60,4- -bra_ 633 Imil _ l'i 7 'IIO TE:FIELD TDI MUST EE EQUAL TO CR H'GHER THA7I THE I .._ _ _� Ca1CULATEDTCH. - - - -- _�-- - scale:Noce CERTIFICATE OF CONFORMITY MDX R3 ANTI-ENTRAPMENT DEBRIS DRAIN awsK Submerged Suction Outlet For use on Floor R3 Includes (1) SDX as 2nd point of suction VO9 COMPLIANT DEBRIS Danita MDX R3 is a listed suction outlet(certified by IAPMO) designed to Accept large debris and provide anti-entrapment protection. Proper installation requires the installation of the secondary drain - SDX (also listed by IAPMO). A4„�°:: ' COMPLIANT WITH: A ME ; • Virginia Graeme Baker Pool and Spa Safety Act D • ASME A112.19.8-2007 \A112.19.8 . • ANSI/APSP-7 • IAPMO Listed Boa,-ussea FLOW RATING FLOOR MDX R3 132 GPM S Velocity @ 132GPM= 1.294 fps LIFE-05 YEARS MDX R3&SDX PLACE OF MANUFACTURE: Paramount Pool&Spa Systems 295 E.Corporate Place Chandler,AZ 85225 USA (480)893-7607 NAME OF THIRD PARTY LABORATORY: IAPMO R&T LAB TEST RECORD DOCUMENTATION: IAPMO R&T 5001 E.Philadelphia Street Ontario,CA 91761 (909)472-4104 NOTE: MDX R3 and SDX must be installed in accordance with Paramount's written instruction manual, and in conformity with applicable Federal, State, Local and Swimming Pool Industry building and safety codes. Paramount rjocl Life.Simoli`ied. CERTIFICATE OF CONFORMITY v SDX HIGH FLOW SAFETY DRAIN " Submerged Suction Outlet � ' For Single or Multiple Drain Use 111611 FLOW SAFETY DRAIN For Use on Wall and Floor No Sump Required The SDX High Flow Safety Drain is a 10" diameter frame and grate or RETRO bulkhead style drain fitting. It includes a back plate and cover that is �—� affixed to a frame, a bulkhead or an existing drain sump. SDX Retro replaces most existing drain covers up to 10" in diameter. HIGH FLOW SAFETY DRAIN COMPLIANT WITH: ASME °i • Virginia Graeme Baker Pool and Spa Safety Act f ) • • )SME)112.19.8-2007 :.Att2.ts.a • ANSI/APSP-7 • IAPMO Listed 22)07-LISTED FLOW RATING FLOOR WALL One SDX or SDX Retro 200 GPM 192 GPM 711111F141111 Square Inches of opening=43.201 sq. inches C Velocity @ 200 GPM = 1.485 fps \\..\ ® LIFE-05 YEARS PLACE OF MANUFACTURE: Paramount Pool&Spa Systems 295 E. Corporate Place Chandler,AZ 85225 USA (480)893-7607 NAME OF THIRD PARTY LABORATORY: IAPMO R&T LAB TEST RECORD DOCUMENTATION: IAPMO R&T 5001 E.Philadelphia Street Ontario,CA 91761 (909)472-4104 NOTE: Suction Safety Standards require that drain grates used to cover sumps must have the suc- tion pipe cut at least 1.5 times the pipe diameter behind the drain cover. There is no sump require- ment for SDX because the patented design provides uniform suction regardless of pipe location. However, if the pipe is too close to the back of the cover, it may restrict water flow to the pump, po- tentially reducing hydraulic efficiency, but this does not pose a suction safety hazard. This Product must be installed in accordance with all applicable Federal, State and Local Codes. �P ram ou n t HYDRAULICS DESIGN FOR PARAMOUNT IN-FLOOR SYSTEMS. Paramount makes systems that operate and 40 to 45 gpm and 60 to 65 gpm and the gpm of the system will be listed on the drawing from Paramount. If Paramount main drains are used: MDX2 is GVB approved and rated at a maximum flow of 90 gpm at less than 1.5 ft. per second, and is less than 1 ft. of head loss at that flow rate. SDX is GVB approved and rated at a maximum flow of 200 gpm on the floor and 192 gpm on the wall at less than 1.5 ft. per second and is 3 ft of head loss at that flow rate. When used as the second safety drain to our MDX2 at 90 gpm it is rated at less than 1 ft. of head loss. The Paramount water valve has around 10 ft. of head loss at 65 gpm. (NOT COUNTING ANY PIPE OR FITTINGS). NOTE; ON POOLS WITH 9 OR 12 PORT SYSTEMS THE HEAD LOSS TT-TRU THOSE VALVES WOULD BE 20 FT. OF HD. NOT COUNTING PIPE AND FITTINGS. The nozzle loss of each circuit on the water valve (NOT COUNTING ANY PIPE OR FITTINGS)is 25 feet of head. EACH CIRCUIT(NOT INCLUDING PIPE AND FITTINGS WILL BE AROUND 35 FEET OF HEAD LOSS EVEN IF THE SYSTEM IS 40 GPM OR 65 GPM BECAUSE OF THE LOSS IN THE WATER VALVE AND THE PRESSURE AT THE NOZ7I.F, NEEDING TO BE 10 PSI FOR MAXIMUM CLEANING DISTANCE . ON A SINGLE PUMP SYSTEM YOU MUST ADD IN THE POOL EQUIPMENT LOSS,ALL PIPE AND FITTING LOSS AND AN EXTRA 15 FEET OF HEAD LOSS ALLOWING FOR THE PROPER FLOW AT THE NOZZLES WHEN THE FILTER 1S DIRTY. On a booster pump cleaning system YOU WILL NOT HAVE TO ADD THE 15 FT. OF HD. FOR A DIRTY FILTER AND NO EQUIPMENT HD LOSS WILL BE ADDED. Just the pipe and fittings must be added. Technical Specifications _ an dv. ePumpT"" Variable Speed Pumps <- Pro Series by ZODIAC 3C.4 11%" —{ 16/8"— � . L T i' IIl�iii lin rim ialgEMEIMMINIMII '. ? s �I 11` 15�/e' __ ' ti1111i\I103/e'fhMil _s '. rli •'� 9"_—_---►1 143/4" _ —_ COBolt Holes, Front Edge of Union to Center to Center Center of Bolt Holes Part No. Description HP Replacement Motor Guide JEP1.5 ePump Variable Speed Pump 1.5 HP Pump Model A.O.Smith/Century JEP2.0 ePump Variable Speed Pump 2.0 HP JEP2.0 M48A40D58 JEP1.5 M48A42D58 ePump Specifications Full Rated Pumps Model No. HP Voltage Watts Pipe Size Carton Weight Overall Length JEP1.5 0.25-2.2 208-230VAC 2,100 W 21/2-3" 71.5 lbs. 34�/a" JEP2.0 0.25-2.7 208-230VAC 2,300 W 21/2-3" 71.5 lbs. 341/4 When installing the pump, leave a minimum of 2 ft.of clearance above the pump for removal of strainer basket. Recommended Minimum Wire Size For ePump Series Pumps' Distance from Sub-panel 0-50 Feet 50-100 Feet 100-150 Feet 150-200 Feet Branch Fuse AMPS Model Class:CC,G, H,J, K, RK,or T Voltage Voltage Voltage Voltage 230 VAC 208-230 VAC 208-230 VAC 208-230 VAC 208-230 VAC JEP2.0 20A 12 10 8 6 JEP1.5 20A 12 10 8 6 *Assumes three(3)copper conductors in a buried conduit and 3%maximum voltage loss in branch circuit.All National Electrical Code (NEC)and local codes must be followed.Table shows minimum wire size and branch fuse recommendations for typical installation per NEC. www.ZodiacPoolSystems.com JEP Performance Curves 120 110 C top I 1 90 O *-' 80 m LL 70 .a CD 60 CD = 50 V , JEP-2.0 HP,3450 RPM � 40 JEP-1.5 HP,3450 RPM al C 3° JEP-2.0 HP JEP-2.0 HP,3000 RPM 20 JEP 2.0 HP 2400 RPM JEP-1.5 HP,3000 RPM am+ 1500 RPM ,0 10 6JEP-2.0 HP 00 RPM JEP-1.5 HP,2400 RPM JEP-1.5 HP 600 RPM /1500 RPM 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 Flow GPM • 111 Zodiac Pool Systems, Inc.SA6219 0611 'IAC®is a reaistered trademark of Zodiac International.S.A.S.U..used under license. • Technical Specifications andv CS Series Filters cc > Pn Series by ZODIAC« OP It ■ a 4 f- 14'h ' 0 . q)', - in— PIIIMMINIM i1 IIIIII!IJIIIII ii 4, 1' ff I �I'T A I 18;, 0 rr; in: 3:11-14—... .m.---- Part No. Description Size Specifications and Dimensions,CS Series Fiters CS100 CS Cartridge Filter 100 Sq. Ft. Model No. CS100 CS150 CS200 cs250 Filter Area 100 ft2 150 ft2 200 ft2 250 ft2 CS150 CS Cartridge Filter 150 Sq. Ft. Design Flow Rate 1 gpm/ft2 .85 gpnVft2 .625 gpm/ft2 .5 gpm/ft2 CS200 CS Cartridge Filter 200 Sq. Ft. Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm CS250 CS Cartridge Filter 250 Sq. Ft. Six(6)Hour 36,000 45,000 gal- 45,000 45,000 gal- Capacity gallons Ions gallons Ions CS Filter Head Loss Curves Eight(8)Hour 48,000 60,000 gal- 60,000 60,000 gal- Capacity gallons Ions gallons Ions 1 I I Normal Start Up _ 6-15 psi 6-15 psi 6-15 psi 6-15 psi 8 Pressure 3 Max.Working 50 psi 50 psi 50 psi 50 psi / Pressure —_ Design 6 / Design Cartridges 1 1 1 1 Head Pressure Required Loss 2 D OP (ft head) 4 / (psi) Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs. ,/ Height(`A') 323/e" 323/8" 421/2" 421/2" L 1 2 -- 0 0 0 30 60 90 120 — •-• CS150 Flow Rate(gpm) -- CS200 — CS250 CS100 www.ZodiacPoolSystems.com ©2011 Zodiac Pool Systems,Inc.SA6259 0611 ZODIAC"'is a registered trademark of Zodiac International,S.A.S.U.,used under license. 1ecnnicai bpeciTications anEE-Ti Heat Pumps - Pro dyeries® by ZODIAC® II 'A' 'G' IMMO f II .. I � • . 1 • • li _-ISI 'F' IM1.■_i� mii . !Num , .c'—. 11.5" Part No. Description EE1500T 80,000 BTUs, 7.2 COP Heater, 230V/60 Hz, 1 Phase EE2000T3 �;00_; ,. I 20 BTUs, 6.4 COP Heater, 230V/60 Hz 1 Phase EE2000T--263 112,000 BTUs, 6.4 COP Heater, 230V/60 Hz, 3 Phase EE2500T 120 000 BTUs 6;4 COP;Heater, 230V/60 Hz,1 Phase EE2500T--263 120,000 BTUs, 6.4 COP Heater, 230V/60 Hz, 3 Phase EE2500T R 14000 BTUs, 6 3'COP Reverse'(Heat/Cool), 230V/60 Hz, 1 Phase EE2500T-R263 120,000 BTUs, 6.3 COP Reverse (Heat/Cool), 230V/60 Hz, 3 Phase EE3000T r 140,000 BTUs, 6.1 COP Heater 20V/60 Hz, 1 Phase EE3000T R 140,000 BTUs, 6.1 COP Reverse (Heat/Cool), 230V/60 Hz, 1 Phase E3000T 263 1461.060 BTUs 61 COP Heater, 230V/60 Hz, 3 Phase EE3000T-R263 140,000 BTUs, 6.1 COP Reverse (Heat/Cool), 230V/60 Hz, 3 Phase EE3000DW EE Heat Pumps Working Demo Unit 115V/60 Hz, 1 Phase Specifications Model Size Dimensions • Heat Pump Clearances 'A' 'B' 'C' 'D' 'E' 'F' 'G' Side Minimum Recommended EE1500 26" 31" 7.25" 25" 21" 12" 35 of heat clearances for clearances for EE2000 33' 38" 10.75" 25" P2" 14„ 41.. pump operation serviceability EE2500 33" 38" 10.75" 25" 22" 14" 41" Inches cm Inches cm EE3000 33" 42" 10.75" 30" 26" 17" 41" Front 6 15 24 60 Rear 6 15 12 30 Left 6 15 12 30 Right 6 15 12 30 Top 60 150 60 150 www.ZodiacPoolSystems.com 1/15/2018 Poolguard Alarms-pool alarm,door alarm,gate alarm, pool safety,child safety HOME I CONTACT USI BUY POOLGUARD J PRODUCT MANUALS I WARRANTY REGISTRATION rgJCiR WARNING 34 Read Before poo1guardE ch INTHE I You Buy Poolguard Alarms: INGROUND POOL ALARM - MODEL PGRM-2 •Pool Alarm -Model PGRM-2 •Pool Alarm-Model PGRM-SB •Gate Alarm Door Alarms - NEW (1 "NSF Certified to ASTM F 2208-08" •Door Alarm -DAPT-2 I '• I (Sounds in 7 seconds) •Door Alarm -DAPT-WModel PGRM-2 Installation Video (Sounds immediately)) MEETS NE, IRK • • Other Information: • . •Contact Us `'• . ?;- •Buy Poolquard ~ c •Product Manuals „ `'' "` ? POOL ALARM t " • News From Poolquard •Warranty Registration , • i h ;= As Well As the states of CA, •Model PGRM-2 Installation Video .. 4' .•a,. .. CT, FL, and TN •Model PGRM-SB Installation Video •11.•-�• •Detects Intruders • Sits on Deck • Battery Powered �>✓��s�l.. `�' .Low Battery Indicator ., • New Sensing Technology •Easy to Use X R. y• •Completely Portable •Automatic Reset y. �r:_..E• '.. •Affordable Price • Important Safety Feature • In House Remote Receiver •Horns are 85 dB at 10 feet POOLGUARD/PBM INDUSTRIES, INC. has been manufacturing pool alarms, door alarms, ' _ and gate alarms since 1982.All Poolguard products are proudly Made in the USA. Poolguard Pool Alarms were tested and"Top 3 Rated"by Good Housekeeping Magazine. Poolguard Pool Alarms have been Tested and Certified by NSF International to the ASTM Standard Safety Specification for Residential 1 Pool Alarms, ASTM F 2208-08" • POOLGUARD IN GROUND POOL ALARM NSF CERTIFIED TO ASTM F 2208-08 NEW Weatherproof Design NEW Sensing Technology NEW Microprocessor Technology 3 Year Warranty http://www.poolguard.com/inground.asp 1/2 LEGAL DESCRIPTION: LOT 12, BLOCK 8, OCEAN GROVE UNIT No. 1, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 15, PAGE 82 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO. KENNETH & ALICIA HENTSCHEL; PONTE VEDRA TITLE, LLC; CHICAGO TITLE INSURANCE COMPANY SYMBOL DESCRIPTIONS_ 0 =CATCH BASIN —o-= MISC. FENCE q = CENTERLINE ROAD 0 = PROPERTY CORNER ® =COVERED AREA „-„U.B = UTILITY BOX } xXX = EXISTING ELEVATION cu = UTILITY POLE L =HYDRANT e = WATER METER = MANHOLE O = WELL — — = METAL FENCE — — = WOOD FENCE ABBREVIATION DESCRIPTION. SURVEY NOTES CONCRETE DIVE AND GRAVEL DRIVE CROSS THE PROPERTY LINE ON SOUTHERLY SIDE OF LOT. THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY AND THEY CROSS INTO THE 5' U.E. AT REAR OF PROPERTY. w moo. 12CAICOAI AIl1TCC• PAGE 1 OF I BOUNDARY SURVEY LOT 8 131 -,O( -'K 8 LOT 13 BLOCK 8 Cp�MUNIr Y�E�/ AppR Y pP%41r O Et VED SET 112" IRON ROD LB #7893 , 5.1' 0. FOUND 112" IRON PIPE C, CN Ci f.OT 9 .s' 50.00' 1 LOT g�� FOUND 112" 13 LO(' -K 8 IRON PIPE E 0.40' �. b, 0.4' 90° @- . 0. COVERED CONS'. 9.8' O O O 0.5' 0.6' 1 CONC. I& IZ4 CONC.CONC. b DRIVE,' WALK N 90°12'00" I, • NEW IMPERVIOUS CALCULATIONS.' TOTAL LOT- 5522 SQ FT EXIS7TNG IMPERVIOUS AREA: 2665 SQ FT CREDIT DRIVE/WALK PERVIOUS AREA • 512@ 45% (230 SQ FT) NEW POOL DECK & COPING.' 214 SQ FT - TO TA L TTOTAL IMPERVIOUS.• 2649 SQ FT ISR: 48% LO 1" 1 1 BLOCK 8 4` IRON PIPE GRAVEL', DRIVE CORAL STREET 40' RIW (IMPROVED) COMMUNITY NUMBER. 120075 PANEL: 0409 SUFFIX: J FLOOD ZONE: X FIELD WORK: 11. 11.2019 PROPERTYADDRESS: 23 CORAL STREET ATLANTIC BEACH, FL 32233 SURVEY NUMBER: 394034 9) CENTERLINE 6) CENTRAL /DELTA ANGLE I.D. IDENTIFICATION L LENGTH LB LICENSED BUSINESS N.A.VD. NORTH AMERICAN VERTICAL DATUM N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM OHL OVERHEAD UTILITIES P.C. POINT OF CURVATURE P.C.C, POINT OF COMPOUND CURVE P -K PARKER KYLON NAIL P.R.C. POINT OF REVERSE CURVE PSM PROFESSIONAL SURVEYOR MAPPER P.T. POINT OF TANGENCY R RADIAL /RADIUS RNV RIGHT OF WAY. SURVEY NOTES CONCRETE DIVE AND GRAVEL DRIVE CROSS THE PROPERTY LINE ON SOUTHERLY SIDE OF LOT. THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY AND THEY CROSS INTO THE 5' U.E. AT REAR OF PROPERTY. w moo. 12CAICOAI AIl1TCC• PAGE 1 OF I BOUNDARY SURVEY LOT 8 131 -,O( -'K 8 LOT 13 BLOCK 8 Cp�MUNIr Y�E�/ AppR Y pP%41r O Et VED SET 112" IRON ROD LB #7893 , 5.1' 0. FOUND 112" IRON PIPE C, CN Ci f.OT 9 .s' 50.00' 1 LOT g�� FOUND 112" 13 LO(' -K 8 IRON PIPE E 0.40' �. b, 0.4' 90° @- . 0. COVERED CONS'. 9.8' O O O 0.5' 0.6' 1 CONC. I& IZ4 CONC.CONC. b DRIVE,' WALK N 90°12'00" I, • NEW IMPERVIOUS CALCULATIONS.' TOTAL LOT- 5522 SQ FT EXIS7TNG IMPERVIOUS AREA: 2665 SQ FT CREDIT DRIVE/WALK PERVIOUS AREA • 512@ 45% (230 SQ FT) NEW POOL DECK & COPING.' 214 SQ FT - TO TA L TTOTAL IMPERVIOUS.• 2649 SQ FT ISR: 48% LO 1" 1 1 BLOCK 8 4` IRON PIPE GRAVEL', DRIVE CORAL STREET 40' RIW (IMPROVED) COMMUNITY NUMBER. 120075 PANEL: 0409 SUFFIX: J FLOOD ZONE: X FIELD WORK: 11. 11.2019 PROPERTYADDRESS: 23 CORAL STREET ATLANTIC BEACH, FL 32233 SURVEY NUMBER: 394034 9) LEGAL DESCRIPTION PROVIDED BY OTHERS 6) DIMENSIONS SHOWN HEREON ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED 7) FENCE OWNERSHIPNOT DETERMINED ENCUMBRANCES NOT SHOWN ON THE PLAT 8) ELEVATIONS, IF SHOWN, ARE BASED ON N. G. VD. 1929 DATUM, UNLESS OTHERWISE NOTED. 3) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMI'ROVEMENTS WERE NOT LOCATED. 9) IN SOME INSTANCES, GRAPHIC REPRESENTATION HAVE BEEN EXAGGERATED TO MORE CLEARL Y ILLUSTRATE 4) WALL TIES ARE TO THE FACE OF THE WALL AND ARE NOT TO BE USED TO RECONSTRUCT BOUNDARY L INES. RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS ANDIOR LOT LINES. IN.ALL CASES, DIMENSIONS SHALL 5) ONLY VISIBLE ENCROACHMENTS ARE LOCATED, CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. REVISIONS: o� Q� �9 I.- ��L �M-00N� �0�w r.. W—1 2"wz- cr m Lo Q F`E�waV� JQZwlL- �aOOQ Lli aW-� Zw s U5¢ww to NFA U) w Ww CC U) n- 0 c o UJ to lv o LLIc p u, >W¢ a'O a; o Q o ZOO azo a� U) !;i > j I-tu'l,z— U5!wZp2a u a-aOZ��(�lw z yj ij Cr Lli�-to cn w LLj uj o 0 W m Lu o Y a O UJ W U co � S Z Z � cn_Q�W Property - 6614 AP -L PURELINK - PDA -P4 - 3 PORT 3 -BOX - (1) WPHV30OWS100 LT Date: (3) W/Rs SEE ATTACHED NOTICE: 3^ iZ Trunk Line: �— -2" BONDING GRID - OPTION '°C'° 2" -2 1/2" Skimmers: 1 # 8 BARE COPPER CONDUIT VSFHP165AUT Sandy Filter: 5'-0" I Heater: JE 2500T - (1) WHITE LT DEEP 82 GPM's - POOL NICHE T FUTURE MDX W/ SDX a - 12" x12°' ARTISTIC PAVER COPING POLARIS 360 - 10" MAX BEAM / (2) 2" F/Rs \ +611 0"CD S COVERED LANAI BENCH - J E: NI)T INCLUDED 3'-6" DEEP °' o a - SKIMMER #1 Z -4---ACCESS - DRAINLINE (VACANT LOT) 16" x 16" ARTISTIC STAND'%RD DECK DRAIN PAVER DECK - 8" DEEP SUNSHELF - VSFHP165AUT - UMBRELLA SLEEVE - CS 250 ]-BOX ' - PLC 700 PURELINK 1 } - JE 2500T - 3 WAY & CHECK VALVE FOR BY PASS - 6614 AP -L PURELINK - PDA -P4 - 3 PORT 3 -BOX - (1) WPHV30OWS100 LT ------------- Date: PUMP #1: MDX-R3 & SDX ON SIDE Branch Line: 3^ iZ Trunk Line: 0 -2" L n- 2" -2 1/2" ------------- Date: PUMP #1: MDX-R3 & SDX ON SIDE Branch Line: 3^ +1/2" Trunk Line: 2.5" -2" Return Lane: 2" -2 1/2" Skimmers: 1 Dandy Pump: VSFHP165AUT Sandy Filter: CS 250 Heater: JE 2500T Minimum TDH: —48' Maximum Flow: 82 GPM's BENCHMARK TOP OF COPING TOP OF TILE TOP OF POOL BEAM Address: 600 St. Johns Bluff Rd. N City: Jacksonville State/Zip: FI / 32225 Phone #: 904.223.4050 Fax #: 904.223.0735 E-mail: lnfo@pbic.com License #: CPC 009595 & 1457425 CuStorner Client Name: Hentschel Job #: 2568 Address: 23 Coral St. Zip: 32233 Neighborhood: Atlantic Beach Builder: Residential Project Manager: Jonny Designer Name: David Pool Perimeter: 70' Pool Area: 276 fta Spa Perimeter: n/a Spa Area: n/a Gallons: 6,328 gallons LST: 13 GPMs HST: 26 GPMs Deck Area: 140 fta Lanai Area: n/a Footer: nla Dist. to PIE: 15' SAFETY 1: EXISTING FENCE SAFETY 2: PGRM-2 Poolquard Alarm Ups Notes: Drainline from Skimmer #1 Artistic Lid on Skimmer RE: Date: RE: Date: RE: Date: RE: Date: RE: Date: Pools by John Clarkson an aquatech* builder Gen. Plan MAIN DRAIN DETAIL CHANNEL DRAIN 2-1/2" TO EQ. 2-1/2" 96 N N a WAY 1U. WAY FUME' FILTER 1 POOL WITH POLARIS CLEANER AND WALL RETURNS FILTER SCHEMATIC (NTS) PERMIT PLAN OI�FI I E COPY POOL 23' X 12' 7,700 GALLONS INSULATED #8 BOND WIRE IN CONDUIT FROM LIGHT NICHES THROUGH DECK BOX. LIGHT GFCI PROTECTED. m M z sa n JEEP x POOL 23' X 12' , 7,700 GALLONS 3' 6" DEEP JUNCTION AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUB GRADE, AND 18 INCHES TO 24 INCHES FROM INSIDE THE WALL OF A SWIMMING POOL OR SPA WILL BE USED. Florida Building Code 611`- Edition (2017) Residential Conforms to Chapter 42 2014 National Electrical Cotte • NO OVERHEAD ELECTRIC IN POOL AREA • NO UNDERGROUND UTILITIES IN POOL AREA • FINISH GRADE TO SLOPE AWAY FROM POOL • VGB COMPLIANT MAIN DRAIN + DRAINAGE DETAIL — FINISH GRADE SLOPE AWAY FROM POOL + GROUNDING & BONDING DETAIL I I 1 11 1 4 -_.._..,PLUMBING LINE FROM POOL 1 1 SKIMMER TO POOL EQUIPMENT / 1 11 1 1 tt 1 ! Ii I PLUMBING LINE FROM POOL N DRAINS TO POOL 1 EQUIPMENT 11i 1 1 1 t 111 � 111 1 1 1 1 I I i BARE ko 6UNU WIRE AT14- 1------ TO POOL STEEL 11t 11I POOL EQUIPMENT SAFETY BARRIERS: FENCE & HOUSE ALARMS UP TO POOL SAFETY CODE. ALARMS TO MEET CODE UL2017. 4`1 z rn rn LL N N J= LV iY J T_ 0 �- T mx } 0 To Ir W Ix oC z N tV Q a l to N w b L ' I-* LL W9 LL t] rn LJ a ui --! °° Ir v z p O W LL V)5zzm t9UQO ca wz z zulz z o J w 3 Z 3 0 W z � moo cnaoao Qix o a ° C0 4`1 z LL LL iY 0 Ir W M N LL_ tV Z th z w -� LL W L LJ a --! °° Ir v z p O W LL V)5zzm t9UQO z LLO z o O w cnw z �� W z � moo m°°_j o a ° C0 Simnlified T, iatidn OFFICE COPY Determine Maximum Svstem flow Rate: Total Head in Feet Conversion Chert Inches Mercury (Vacuum Gauge) -_- Friction loss in suction pipe 2.5" @ 8 fps indr pipe per case foot ( 117 wm (tram pipe tlowmcfion toss chart) = 0.09 Friction loss in return pipe Swimming Pool Info: 276 3.5 to 5 tf► WA _ 35 x Volume: 7700 gallons ( SurfaceArea) 0 (Shafsow) 0 (00") {Saa2ow?, 5.60 TDH in piping Volume_ 0 gallons Spa Info: NIA S TDH in piping 8.75 Other Loss In TDH ft of head # Filter loss in TDH (from fi ter data sheet) ( surface Area) (Depth) 2.34 1 Heater loll in TDH (from heater data sheet) 0.00 (from heater data sheet) Retums 314" 3.30 3.30 1 'Total all other loss 5.64 Therapy Jet 0.00 27.72 7700 total Volume preferred Turnover Time in Hours: 6 x 60 min. = 360 13.1 `Total 5,64 162 (H..) 22.8 ruovea tune in a*V Aes) 27.3 1 Maxium Pool Flow Rate: 7700 divided by 360 22 gpm 18.3 0 = 22 gpm (gaYons) {turnover time in ffa-KAes) {now raft PCO) 29.6 (feature flow rate) Spa Jets (if) NONE x 13 gpm per jet = 19.3 0 flow rate (rf of WS) rot GOM 29.6 319 t3,$ A&A Quik Clean System NONE x 0 r)fm Cleaner Head 0 flow rate NONE x 0 qpm Cleaner Head 0 flow rate NONE x 0 gpm Cleaner Head 0 flow rate Cr of gads) (head flow; 185 0 Total Floor Heads flow rate Maximum Pool System Flow Rate: 22 "'ghost flow rate between "Maximum Pool Flow "Quick 34.3 36.6 trate" and'Spa JoW and and 20.8 Clean System" Determine Pipe Sizes: Pool/Spa: Branch piping to be: Trunk piping to be: Return piping to be Determine Simpffied TDH (POOL); 3" inch to keen velour @ 6 fps.Max.at : 136 gpm Maximum System Flaw Rate inch to kee;P velocity Q 8 fps.Max.at : 1 7 gpm. Maximum System Flow Rate 2" inch to keels velocity @ 13 fps.Max_at : 103 gpm, Maxl uim System Flow Rate Distance from nearest edge of pool to pump in feet = 35 Total Head in Feet Conversion Chert Inches Mercury (Vacuum Gauge) -_- Friction loss in suction pipe 2.5" @ 8 fps indr pipe per case foot ( 117 wm (tram pipe tlowmcfion toss chart) = 0.09 Friction loss in return pipe 2" @ 10 fps inch Pian pert an foot @ 103 Wm (from pipe It w1ricton lass curt) = 0.16 Length of suction pipe 35 x Ft of head per one foot of pipe 0.09 - 3.15 TDH in piping Length of pressure pipe 35 x Ft, of head per one foot of pie 0.16 = 5.60 TDH in piping 6.8 3.1 TDH in piping 8.75 Other Loss In TDH ft of head # Filter loss in TDH (from fi ter data sheet) 1.00 ( from filter data sheet) Main Drain 2.34 2.34 1 Heater loll in TDH (from heater data sheet) 0.00 (from heater data sheet) Retums 314" 3.30 3.30 1 'Total all other loss 5.64 Therapy Jet 0.00 27.72 0 P00;1 Total Dyna nk Head (TD)4) 15 Floor System 0.00 19.65 0 13.1 `Total 5,64 162 20.5 22.8 Pool Pump: JandlE RoPro VS -FHP 1170 22 Gallons Per Minute 15 Total Dynamic Head (TDH) Pool Filter: Jandu CS150 CartridsWa Heater: None _ Pool A&A Single Channel Trench Drain Main Drain: Floor Installation @ 1915 gpm max. flow co ii i� CL i 6 [resign ,lead Loss (ft t*ed) 4 JatldyE Cartridge F*er, CS Series 0 30 150 90 120 Flow Rate tgpm) Flow and Friction Loss Per Foot 3 Desip pressm 2 DFOP CS150 1 . CS2W j CS250 - CS100 0 Schedule 40 _ _.._.... Total Head in Feet Conversion Chert Inches Mercury (Vacuum Gauge) -_- 0 0.0 23 45 6,8 9.0 113 13.6 15.8 18.1 20.3 1 2.3 4.6 6.8 3.1 tt4 13.6 5.9 18,1 20.4 22.1 -i- 76 6.J 3.1 114 13.7 15.5 18.2 20.4 227 25.0 3 6.3 42 its 13.1 16.0 162 20.5 22.8 25.0 27.3 1 3.2 1t5 13.8 16.0 18.3 205 22.8 2SA 27.3 29.6 ~r 11.6 We 16A 19.3 20.6 22.9 25.1 27.4 29.6 319 t3,$ 16A 18.4 20.6 22.9 252 27,.5 23.4 3t$ 34.2 -1 16.2 18.4 20.7 23A 25.2 27.5 23.7 32.0 34.3 36.5 185 20.1 23.0 25.3 1 27.5 29.8 32.0 34.3 36.6 36.8 T'3 20.8 23.1 25.3 27.6 23.8 32.1 34.4 36.6 38.9 41:1 25,4 27.6 23.3 321 34.4 36,1 38.9 412 43.4 V 1 25.4 27.T 23.9 322 343 36.1 3" 41.2 435 45.$ 12 27.7 30.0 32.2 343 36.8 39.0 1 4t3 435 45.8 1 48.1 13 30.0 323 34.6 36.8 33,1 41.3 1 43.6 45.9 48.1 1 $0.4 1 32.3 34.6 36.5 39.1 41.4 40.6 1 45.3 482 50,4 52.1 IT t 1 36.9 33.2 4t4 43.7 46.0 1 40,2 S05 52.7 S5.0 1 3T.0 39.2 41.5 431 46.0 46.3 1 S0,5 52.6 55.0 57.3 1 39.3 41.5 43.8 46.1 48,3 50.6 1 52.6 55.9 5T.4 59.6 18 416 43.8 46.1 48.4 50.6 521 551 57.4 59.7 6t9 19 43.9 46,2 48.4 50.7 52.9 552 57.5 $3.7 620 64.2 A 46.2 48.5 50.7 S3.0 552 575 53.8 62.0 64.3 663 i 21 485 50.6 53.0 55.3 57.6 59.8 62.1 64.3 66.6 66,9 22 50.8 53.1 55,3 "A 59.3 62.1 64.4 66.6 68.3 Tt2 23 53.1 55.4 ST -7 53.3 62.2 64-4 661 69,0 TU 733 �24 55.4 57.7 60.0 j 62.2 645 66.7 1 65,0 11.3 T3.5 Me i ' 57.8 60.0 623 1 643 66.8 63.1 1 T12 73A 75.8 78.1 60.1 62.3 64.6 1 66.6 63.1 714 1 73,6 75.3 78.1 80.4 _ 2i 62.4 64.6 66-9 1 63.2 714 73.7 75.9 76.2 805 82.1 2'9- 64,? 66.9 63.2 7t5 73.7 76.0 78.2 60.5 82.6 $54 29 6T.0 63.3 71.5 73.8 76.0 T8.3 80,6 62.8 851 87.3 - 30 63.3 71.6 73.8 ?6./ T8.3 80.6 62.9 85.1 8T.$ 89.6 31 T1.6 73.3 76A 764 80.7 829 85.2 61.4 89.7 52.0 < 32 73.3 76.2 78.4 801 83,0 85.2 87.5 89,7 '32.0 54.3 76.2 763 $0.8 83.0 . I8T3I 89,8 32.1 $4.3 96-6 _33 34 78.5 80.8 $3.1 85.3 87:6 89 $ 92t 94.4 96.6 98.8 35 80.3 83.9 85-4 67.6 $9.9 1 92.2 1 94.4 1 96.7 1 $8.3 1012 6 [resign ,lead Loss (ft t*ed) 4 JatldyE Cartridge F*er, CS Series 0 30 150 90 120 Flow Rate tgpm) Flow and Friction Loss Per Foot 3 Desip pressm 2 DFOP CS150 1 . CS2W j CS250 - CS100 0 Schedule 40 _ _.._.... PVC Pipe veb* - Feet Per rKw- Poe Site 6 fps 8 tps 10 fps 1" 16gpm 0. A gpm. 0.� 26 gpm ON 1S_. . __. 62gpm- .. �2i' 2" 2S" 3p. OW 0 OA4' 02mm 1 101 gpm �OJ9' _. 0.10' DAs' - 1i)3 227 gpmT - .15 0.10 �., . -.87,.. 62 gpm 88 gpm f38i11t 4' 234 gpm U.03'.,, ..,F3 Ab-_, � Dr..-_. 6` 534 gpm o or " 712 gplrl 003 - Poolso, Spas Christopher & Jennifer Griffith 23 Corel Street Atlantic Beach 32233 2/19!2018