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320 11th St POOL19-0039 SWIMMING POOL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH POOl19-0039 ISSUED: 12/11/2019 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 6/8/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 320 11TH ST SWIMMING POOL SWIMMING SWIMMING POOL $29250.00 POOL RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170065 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: POOLS BY JOHN 600 ST JOHNS BLUFF RD JACKSONVILLE FL 32225 CLARKSON, INC. OWNER: ADDRESS: CITY: STATE: ZIP: GRIGGS ERIC 1015 ATLANTIC BLVD #499 ATLANTIC BEACH FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. r w r Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Date: 12/11/2019 1 of 2 S''','l'e, SWIMMING POOL PERMIT PERMIT NUMBER I POOL19-0039 .- , CITY OF ATLANTIC BEACH ISSUED: 12/11/2019 7.,,,, 800 SEMINOLE ROAD —OI Jr ATLANTIC BEACH. FL 32233 EXPIRES: 6/8/2020 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint(if used)must discharge into vegetated area 10 foot minimum from street or drainage feature(swale,structure or lagoon). 5 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc., Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. 6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS DOCUMENT IMPERVIOUS AREA INFORMATIONAL Notes: Strongly suggest thorough documentation of impervious areas be recorded. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $200.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.50 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $507.50 Issued Date: 12/11/2019 2 of 2 / NOTICE OF COMMENCEMENT of Pori d Gl Tax Folio No. 1700 65-OOOO County of A✓, 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: i/� Ar / 2/1./ �U��/` /! �S A- y� Of ! Ca L'#1t/' F/i Address of property being improved: �Z O I+l-i St1^c-e-�, A6+1 Ahti C (3C.Ft, F!� 3 2233 General description of improvements: W 1 MM,nl- foot, Owner: tT+T T ; /1s Address: . = ' ' - ; IG -- Owner's interest in site of the improvement: c Sit p(.c 11 2 salt JU far POf�t�- CI.62-08.2.t Fee Simple Titleholder(if other than owner): Name: Contractor: 11)41 64.4. 'i •1 (Jo-kJ,.(L1 $11/4 OliW3dr.,) Address: (000 S+. .Ioh MS (bIu(F 1-oI. N. Jac.Kgonvi Fl-. 32225- Telephone No.: '70g-228— U050 Fax No: IQ -22 3- OT Surety(if any) Address: Amount of Bond$ TelOphOne No: Fax No: Name and address of any pemon making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may b, 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 Sectioi 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 i specified): DEBORAH WERLING THIS SPACE FOR RECORDER'S USE ONLY OWNER 'i _ Commission k FF 936882 My Commission Ex it s Signed: o v a_` 4el,- Doc#2019267536,OR BK 19010 Page 1322, Before me this ` day of • 41.-- ': 11ie C ouiity o"Duval,State Number Pages 1 Of Florida,has personallyappeared cf _. „/ Recorded 11/20/2019 09:10 AM, pp �'� � ? r6.5 RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Notary Public at Large,State of FI4}�da County of Duva. U� COUNTY My commission expires: )1 -( /-I� RECORDING $1000 Personally Known: ,,/� or Produced Identification: (- �,S:.A,V City of Atlantic Beach APPLICATION NUMBER �u Building Department (To be as ned by the Building Department.) 800 Seminole Road �L j AtlanticBeach, Florida32233 5445 �� OO( _ —wJPhone(904)247-5826 • Fax(904)247-5845 ,....,.. - ci. 'oE-mail: building-dept@coab.us Date routed I 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7 Z () 1 1i- Si_ Department review required Yes No l C 6.Building 1_,, _ ✓ Applicant: ©�(��� (� —J a�t�'v�<.i�} SC�C-Pinning &Zoning ' Tree Administrator Project: __� IA f /V�.M,t i )( i----)�'AD l Public Works Public Utilities 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: APP CATION STATUS Reviewing Department First Review: FrApproved. ❑Denied. ❑Not applicable (Circle one.) Comments: N0c.... BUILDINe PLANNING &ZONING fyik n-021/19 Reviewed by: Date: //' ?1/'!9 TREE ADMIN. Second Review: ['Approved as revised. Denied. ❑ pp ❑ ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY Building Permit Application Updated 12/8/17 City of Atlantic Beach %<--:v - 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 LLI t• Job Address: I-0 1 I 4.3‘ '7 -Wr /I. Permit Number: POOL- 1 1 `. D0)C� Lo+5 B11✓ t 3 ' z Legal Description S L`� ( 6`2 S-21 At!anti G ,0.0('I RE# DOSS_ O a < ZOH Valuation of Work(Replacement Cost)$ )- 075-V Heated/Cooled SF Non-Heated/Cooled 2 w t] Z • Class of Work(Circle one): New Addition Alteration Repair Move DemoPool indow/Door W U Q U • Use of existing/proposed structure(s)(Circle one): Commercial •• �a al 0 7 < p • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No Q Q O Q • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal U . u7 ' Describe in detail the type of work to be performed: O ,, - W LL LL Ir 2 / // ., `1 c r Q ...b" w w ;.: !`t_r-/—ate'Uti ,/L .-'fiip 1 i ( C'0/ u� } Q• X Florida Prod ct Approval# V - for multiple products use product a*rbireto�1 w Property Owner Information L! U Ca w cc w w Name: 61.1640•- , Address: (7 2 50.-Ln. Juar1 Dr. 5 City 1v^ Pis eNeviState r Zip 32O8 - Phone 70+' ?/(e -- 1', o m E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company: POO t S John (A o.XIcSG nQualifying Agent: John. C.,lar kSOf Address Go U S+.Jo hn B1 -FF Ra(• 3. City Jo4-cG804V'I1-G State u- Zip gz225' Office Phone '"'Call-1 - VI.'S— HO SC Job Site/Contact Number State Certification/Registration# LPG GO 151'S E-Mail S c.-Ie V o.SS 1 S+() Plo j c.c om Architect Name&Phone# Engineer's Name& Phone# Workers Compensation Jr/et.c._ / ate. o P'i /' e-A/C- 4.-1 „ ,..,d.o, `� Exempt/Insurer Lease Employees/Expiration Dae I Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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 YO R NOTICE OF COMMENCEMENT. (Signature of Owner or Agent) ( ignature of Contrac (including contractor) Si. e• and sworn to or affirmed)before me this day of • ed and sworn to Co-affirmed)before a this j3 day of F: 4:1;;'"N , diel,7 .1i )y 01/. , `� 7Y0hA C(cal" 5(3n > (;:14):7- i............—........L �� f Cornrnission # FF 936882 1 ,1� ( �,n ','I{t c My Commission Expire it 2 //fid 6____ (�. '''''�..`-°;' November 1 7, 2 0 1 9 (Signature of Notary) (J *-w- "r�" DEBORAH WERLING [ ]Personally Known OR Personally Known 0�'; ��, Commission # FF 936882 I Produced identonation a "r"r ' '``F [� [ j Produced Identifica'i6 It Type of Identification: � Type of Identification: L,...—.... .....„.„.: ��: j 1-»-1°) � „;,,j! -7 City of Atlantic Beach APPLICATION NUMBER r Building Department (To be as ned by the Building Department.) 800 Seminole Road ) • , Atlantic Beach, Florida 32233-5445 CSO( - UD.� Phone(904)247-5826• Fax(904)247-5845C� ;t E-mail: building-dept@coab.us Date routed: I ( ii, . /I 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3 Z C1 1 , _II t ___ --r Department review required Yes No -- .--- 1 � �� Building Applicant: CC)L k, ti 3 t�fir=/v -L' s,*” Planning &Zoning Tree Administrator Project: (.,\3 f fv\.,(\A,l A, )C ti "c: (Public Works ' Public Utilities 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: ❑Approved. enied. Not applicable (Circle one.) Comments: BUILDING Pex/ e/.% ' ....„..,.4,01,711.,t PLANNING &ZONING Reviewed by: Date: I F / V TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 l' i„ TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY s n\ City of Atlantic Beach PERMIT# ' `,s r ' 0 0Community Development Department 800 Seminole Road Atlantic Beach,FL 32233 r 04 (P)904-247-5800 OFFICE COPY SITE INFORMATION ADDRESS 3,?,-0 �t --- )t { 7 /", SUBDIVISION A/„�f L Ue__�� `Gr 5 Aik_ /3 BLOCK /3 LOT RE# /70 O 4.5.- e O o d r RESIDENTIAL E COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME -2,/s fi 1k w( �74-ft4 . /ill_ . PHONE# fair -�?..3_7o�0 ADDRESS 6,065517 J0h., / , c-/,c/ CELL# CITY Jr., 6,,`//( STATE _` ZIP CODE 3,0)._?_,i_ 5----- EMAIL EMAIL 4W ER LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent SIG URE OFA" IC N' A.„/ Ar PRINT OR TYPE NAME t ) ,Af DATE v —/ 7 SIGNATURE OF APPLICANT(2) PRINT ORTYPE �NAME DATE Signed'and sworn before.me on this 4..,++2) clay of l�V t�1�Q�Ih.i+t( , 661'1 by State of �(— \Apt)i Q.-fL+C__ WY `t l`1 County of 18u-V't r 1 l � Identification verified: I' l _ c , C Oath Sworn: ❑ Yes p.Pdo lk _ ,may Pj,,.•.- JENNIFER JOHNSTON Notaranat ': • ?:•,.� : MY COMMISSION#GG 042994 EXPIRES:Odebet 27,2020 %,..;;:;),:-; * ' = My Commission expires ''�'C F,^Q� Bonded 7hru NotaryPublic Underwriters 04 TREE AND VEGETATION 7 . . Revision Request/Correction to Comments **ALLINFORMATION 7;i.,,,, HIGHLIGHTED IN ' City of Atlantic Beach Building Department GRAY IS REQUIRED. i 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 1)00 L 19 --0o 3c) Di-le-vision to Issued Permit ORfi� Corrections to Comments Date: /,2 -j -77 3Z0 II / q � 7 Project Address: " ST, G o 7 (,,7`! odc. Qd— Contractor/Contact Name: es 4.., Jht C7.6 .. e,1. /j► Contact Phone: 2a 3 "y0 so Email: Description of Proposed Revision/Corrections: I ,z7.,a/ (°G �-7/U/l- {a_Ad L _..,_,,rf«c_...,_ 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? ❑No ❑ Yes (additional s.f.to be added: ) • W�ill�roposed revision/corrections add additional increase in building value to original submittal? L iJo ❑*Yes (additional increase in building value: $ / ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: q,,,,,,,,,,, yy, �_ (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: zpuiiding - planning&Zonings Reviewed By Tree Administrator i k`Vublic Works, _ G/ Public II les ' ( 1 Public Safety Date Fire Services Updated 10/17/18 Permit Reviews City of Atlantic Beach WW1- Permit Number: POOL19-0039 Description:SWIMMING POOL Applied:11/13/2019 Approved: Site Address:320 11TH ST Issued: Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status:RECEIVED Applicant:<NONE> Parent Permit: Owner:GRIGGS ERIC Parent Project: Contractor:<NONE> Details: LIST OF REVIEWS SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Group:AUTO 11/13/2019 11/13/2019 SUBMITTAL COMPLETENESS Permit Tech APPROVED Notes: 11/13/2019 11/14/2019 11/27/2019 ZONING Zoning DENIED Notes: Pool Equipment:Pool equipment must be at least 5 feet from the property line.Please show that this requirement is being met or revise accordingly. 11/13/2019 11/24/2019 11/27/2019 BUILDING Building APPROVED Notes: Pending the approval of all departments. 11/13/2019 11/20/2019 11/27/2019 PUBLIC WORKS Public Works APPROVED Received 11/14/19/ W/CONDITIONS Reviewed 11/20/19 Notes: Printed:Monday, 25 November,2019 1 of 1 1 �;S!r1,yf City of Atlantic Beach APPLICATION NUMBER ,c)"' * Building Department (To be a�jgned by the Building Department.) r 7 �f 800 Seminole Road h-)00( � / ,/ 1 - ; Atlantic Beach, Florida 32233-5445 00l_ ( —UCJ.6 Phone(904)247-5826 • Fax(904)24 -58 ..r;; a' E-mail: building-dept@coab.usQV1 2019 Date routed: I 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3 Z c) ) (i Department review required Yes No ( ) (Building_. Applicant: I ooL b Li _� U E {-�;_-` — ..,, ?/LPlanning &Zoning Tree Administrator Project: \,x..11/1..1 A1 )(lF ;4, Public Works Public Utilities 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: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING / PLANNING &ZONING Reviewed by , /,)% j.,/. - Rate:/j-4 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 PUBLIC WORKS PLAN REVIEW COMMENTS Date: /—' / / / / Application#: A.. /9 a3 ' PProject Address: 342-D sf .• CONDITIONS OF APPROVAL TO PRINT ON PERMIT Check Box to Select All concrete driveway aprons must be 5"thick,4000 psi, with fibermesh from edge of pavement Driveway to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. 0 Apron (Commercial driveways—6" thick). Full erosion control measures must be installed and approved prior to beginning any earth Erosion disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment Control Control Inspection prior to start of construction. Onsite7 All runoff must remain on-site during construction. Runoff Post Const. If on-site storage is required, a post construction topographic survey documenting proper TOPO construction will be required. All water runoff must go to retention area and retention overflow BV Survey must run to street. / Pool Pool—Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage rd/ Wellpoint feature (swale, structure or lagoon). Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling, Roll off Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk 7 Container Removal,All American Roll Off,WCA Waste Corporation).Container cannot be placed on City ROW. / ROW ,_./ Restoration Full right-of-way restoration, including sod, is required. 4a Utility Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid ❑ Road Cut 10' in each direction from the center of the cut. Repair must be shown on the plans. Construction Provide construction site management plan, including location of silt fence, dumpster, portable ❑ Site Mgmt. toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Runoff All runoff must remain on-site. Cannot raise lot elevation. 7 Document Impervious Strongly suggest thorough documentation of impervious areas be recorded. V 'b' Slab Slab and driveway to be fully removed. 0 Driveway Maximum Maximum driveway width within the City right-of-way is 20'. 0 Driveway Circular Maximum circular driveway width within the City right-of-way is 12'. 0 Driveway Grass Full site to be grassed. 0 TOPO Must provide a topographic (TOPO)survey with water retention for final CO Inspection. 0 Survey Revision Any plan change must be submitted as a Revision to the Building Department. 0 Fencing All old fencing and debris must be removed from job site by Contractor. 0 Removed Decking All old decking and debris must be removed from job site by Contractor. 0 Removed Infra- Any damage done to infrastructure must be repaired by Contractor. 0 structure Revised 2/26/19 ALL Revision Request/Correction to Comments **HIGHLI HIGHLIGHTED ON r HIGHLIGHTED IN �s y ' City of Atlantic Beach Building Department GRAY IS REQUIRED. ' '% 800 Seminole Rd, Atlantic Beach, FL 32233 _ "t!`'r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT D OaL I9 - 0U ;� ,/ 320 l 1+1, 5-tYee,-�- 'I Revision to Issued Permit OR ❑ Corrections to Comments Date: /) -3 if 3Z0 Project Address: (AZ �0 f�` Si, L v 71- 7 t___,7i 7 3/X 0- Contractor/Contact Name: J y o/s J Ja•Js1 c71t� _., .1 JA e- .. Contact Phone: 2?- 3 -1/0 SS v / Email: Description of Proposed Revision/Corrections: i /�0/ C-•c r 7i 0 /t- -- c U .�_ e- I / - . , #1f4 _ 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? ❑No ❑ Yes (additional s.f.to be added: ) • Will,-, proposed revision/corrections add additional increase in building value to original submittal? EN ❑*Yes (additional increase in building value: $ / ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agen)c- ...........„.....,,,c///40.4/4„,„_, (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: din , , elanning oning Reviewe y Tree Administrator ublic Worker r /� r Public LI-tomes-tomesDEC Ulf 2019 ' q `'✓ '//' LI Public Safety it 4 Date Fire Services UY:._------—- Updated 10/17/18 EU LOGLIOR Z1MAT20114 Ft AY Bvlt_IITITIOTFGB3Z Ifa SIPYp FIn19.0 On LAWSAVIS:3tT'Ina FY LASTPLOTCR MOIR12MF4 n:ONO TOYING,PF 73 HT1 II Fq 4 o ff ll1j ::I11: I6 1 ¢�i ..1 i III ..1 111 ti;,i fail If I, 1 1i ,,1, 116 ,i[ if 2J --3t- ti t I , ;;A6: i t 6; t t.0in . t(1 I O +6 !.;.:1 .trj- 1, 1 . - i [ t f1E ill R } D „ , e 9 9 1 6i a ^ p ;f }' ^ i ti tf 1 o if 1 o 1 ! . Z 5 § .1.0g-= I� siI.al al - M rr p p §g A w 1 150.00' , 1. XIm - M ;d 7, O 6 8 .! i- - 1 1 1i g -i 4 m �� 8 N $ a 150.00' a1 -T r Isy�o W D g a E --1 /s no, o' 8 R NIS • V EAST COAST DRIVE m n a m ' m g °6 cp-° 0 as a! ll c vW a 0 I ? fTl D % 1 `. . 150.00' :'v1 N. O -1v---_---------_-..------4-;:-.- -.7..-----.1r.-1-7,-----tea 'Q > O o II1 in it I w 4: au o a . \150.00' .t .� a$ +.�m C "1 181$16 41 qa § p ca gill p pwa p� i^i m l7 1 9I hr I X66 a 3 }F F �! 0 el 15 A as a � i 6 r_ ,IF EAST COAST DRIVE 0 hm rn 0 1n y q"' NEW RESIDENCE _ _ _1-- i� THE TOURING COMPANY INC. e •0 CIO.. D IO. OIeaOLTIMO a C3 '^ 320 11TH STREET 2 - - _ _ S_ S ATLANTIC BEACH.FLORIDAltf4«++E.go TO��m rt Ma MO n.t sae.. - els .- - UOTado.e:m •••=747.::""W"7::===== `='. =="..== == 31 (a if s"xs" TOP OF DECK —TILE ur7P DEEP---1 1-63 ria3An 0EAM TALE • 1.rra ROADntinrrl r DEEP iiit rRRrrrrn I 'Mx amnia roRRRr■ 'M/ 1rMRRRr■ RR ■RRR RARR■ T � 4 ` a ( er� n usi !N °r � °t . �W��wSA -� 11iiIIIIAdiiII pq® � uir. cRF3AT�1r cc ` annuiirmn nweWr �iWRHnM ` lions WA corc. lTNRPU10T WAILS AND Moog � �A''� ,� iIIIIWIiW unnulunmm�f , /IlnyHYlfiWt■ InIA1nn0Ury Wnn(NI*n1t1WOUnOn11� �iunnuuiu� ° 14 n i � . unnu�nW. r 001-5 WITII VEPitt OF 7'oll OFAG ' u� OfIMif01 • 01tIE1ATT0EEPllC6D AT t • 0s ee01NttNu At d'DEPTH OEXTEHUIN4 •4 ~741l x MOVE AND OVE i. WCI,OW FLOP. 3-t^MIN.7600 P.93. (XTENOItlG r f3RElUC r.p).AST1C CONCRETE FLOOR maim!VAIN AND WALLS S CTdON OF POOL LVA _______ �--� w , IYToarur . OFFICE COPY The Association of OFFICE COPY IPool& Spa Professionals® ANSVAPSP/ICC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: I _ CONTRACTOR NAME /} AND ADDRESS 720 ' J OI CI C AND ADDRESS: �v� • � " '� Dor-11'30-1�•' //Pi 5ec/ - (� 5 G(it I)9'. Ai._ 14/1 o chi 32233 t Ft 32205 - OWNER: CONTRACTOR PHONE: Z5, yU�� DATE: 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 7(p/ a. Gallons: ;or 1. 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. a 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. a 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 rate.) c. Minimum return pipe diameter 3c. 2 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. 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 rote.) 4. §5.4.1:Filter type and size: a. Filter type: (Cartridge, DE, Sand) 4a. (Q( . / , e-% — b.Minimum filter area 4b. I p sq.ft. - (Calculate:item 2. (gpm)_filter factor (gpm/ft^2)) Filter factors:Cartridge=0.375, Sand=15,Diatomaceous Earth=2 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 Pipe Size: 1.5" 2" 2.5" 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. 1 pump a. Pump model 6a. NIA selection b.Total horsepower 6b. 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 17,001gallons or more,select umfrom the database with a Curve-C Or pump* gpm flow equal to item 2 or less. `Multi-speed pumps must have one speed listed that satisfies this requirement. a.Pump model 7a.J LAAP'j. a""_ b.Pump flow 7b.I! gpm (§5.3.2.1,5.3.2.2: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 f 4.4.1.2 Readily accessible on-off switch mounted outside of the heater 1' 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 5.3.1 Pool filter pump listed in database ff 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speed V 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 servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. 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 it installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or built-up connections, or dedicated pipe to and from the pool. 5.6 Directional inlets for mixing pool water. I 10/21/14 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 t w}r'li,v'Jrning Fool Energy Eff3,C.rtr'.y Compliance BT4fvrfnatio i ripe : m be MOTE:These Requirements Apply ONLY to the Filtration Pump Branch Piping { I'i3 Inch to keep velxity @ 6 ffis MX',at ` gpm System F'av Fat,. '1 Trunk,Skimmer& A(5 sly^p gip!icC 15 2012 i) Suction Piping to be 3 inch to keep velocity @ g fps max.at fel cpm System Flew Rata ,,yy Flow Calculations Ili m Ret Piping to ba a.C inch to keep velccty @ S fps max.at v'"'1 gpm System Floe Rafe. C.,,/ Pool water volume +360= gpm-this Is the calculated flow rate T W Note:for pools under 13,000 gals•the calculated flow rate or 36 gpm whichever is greater=th• Itraticn flow rate l' UIs there an Auxiliary load on the filtration pump? Yes- No Pump Selection as Listed on Curie r C (circle one) If so,what Is the calculated auxiliary flow rats gpm v Li.. I F1 ration pump Maximum Flow Rate gp m ‘19214 ;204,35 . T-- ® Flow Pate(low speed) gpm r@ rpm. Main Orakt Cover IAA/^j Minimum suction,side pipe size @ 6 fps in. Minimum su on side branch pipe size @ 6 fps in. Determine lumber and Type of Required la-FloorSud!on oullel: t' Minimum return side pipe size @ 8 fps in. Minimum •turn side branch pipe size @ 8 fps in. (- . Check all that apply. ( r ) ° ; : : I ::::::: : .3 :::: no FII! S�s: ' Fdt. Factors(GFMISF): Cartridge(0.375) 11E I D E(2.6) Sand(15) ) charnel drain @ gpm a;!. potts • It ERN Sze: / _ • IF.,rhL) fWr hal {til,et 9091 19 _ . (Fla uy�z 4 415) Tc Head d77 Fest Coiwe sio cry Flortand Fdclibnle;s Per�eat • Inches Mercury(Vacuum Gauge) l Schedule 40 PVC Pipe II Pump Controls 0 x 4 e a 1u 12 a 15 13 Awl-Fst 1^r Sean( 0 OA 23 45 • 63 93 11.3 131 153 15.1 293 Brp3 afK 10 Y+ Filtration pump has no. xiliary load-standard time clock ! t u 41- a3 41 11,4 134- 155 tit m4 231 r. 16 ani ai4• zi6aa - 473'. 26 019 os' 2 46 e9 41 11.4 171 159 173 M4 727 250' 1'g 37 9;45 093 az pm 414' 259e 425 Filtration pump with=uxillary load-t ontr l model for low speed default within 24 hr. z 5505 ose sgm. oto' l4e y� r 416 i� 3 -19. 92 11S 117 18A 191 20� 22S 259 213 .25.:.:.66;an 405 -117 gpn0159'- tow,,, Si' / 7.2 113 113' 493 tit 445 +2.5 25.1 27.3 245 . 5 11.5 to 461 16.3 ' 204 223 2j' 214 291 119. 7 136 pm._ 45A' 131 tits 097' 227 bra 41C Heater Mod, [ 6 -139. t11 .+6.4 Ad- a9.. .zs:2 TT,4 29.7 ate 342 4• 2'45010 097 - 313;pm 095' 392 9 611' I • • 7 •x829 '13.6- ffi3 m 15 -SSr9Fn aLz mum -am. Gas He r efficiency rating 152 as 291 329 3u 315 .. _�- - _-- . y g (No Pilot Light) i a les 'm7-:230 -25.3-.27s '--293 320- 343 as 369 ___ _ . -.. Heat 'Ump efficiency C.O.P. 1 9 m1 211 253 215 39s' 321 ..343 385 369 415 TOH Calculation Optics r 10 .:23.1 234 44 278 as-- 311: 14.4_ al 392 41.2 414 For each pump - 4 11 , '651--217 293 322' 345. ' 367 -293- 412 43.3 451 12' IIJ 30D-. 322 345- 363': 39D . 4I3 435. 45.7 431 na. a tx : 30.0 323 343 361 ia.t 413. 43.3 453 45.1 57,1 Sunpfified Total Dynamic Head(ST0 ) ,y{ .14. 323 341 383 39.1 1.yt.4 _.431 .459. 431 �4 127 i ' o 15. -343 389 391 41-4 -.431 - 455. 432`. 505 523 mo ' ( Complete STCH'Norksheet-Fd in all blanks. • • 7 to.' sra' 382 4ts .417 '433 '433 '505 523 - na 573 Total DynarrJc Head(TDH I Determine Simpftei TDH: ANSI 5 Lt ANSI 7 Curnpllance tl3Wcwi Sheet F, .17 - 36.3 41.3 433 45.1 483. 503 335 S.1 57.4 '6396 ( ) . g to 413 433. 411 4a i sps . est 579 56,7 6x9 t Complete Pmgrlm or o her r215s.Fill in required blanks on I. Distance from pool to pump in feet_ a_ 19 . 43.9 .482 46.4. 677 529- 553 57.4 ' 25) " e23 641 r won{Sheet 8 att3 Ii Calculatiana. m 182 485 50.r 333 9 9.6.2 "611 59.3 820 843 651 ' 2, Fii(nlCn loss{Yl exam .^, m P4--p f � 21 481- 503 833 5533 -373 333 821 843 531 519 El Maximum Flow Capacit'i t ) ___ __k'ch a er 1 ft.@ !9( 9P5)= •fD 7 (hFr ma r (51; p •P,c•::Ii1r.F,cn,ass chat) zz ••sal 533 sem' 92 5.55 • eza 64.4 5E3 'S'9 711 • of the new or r piacerttsnt perp. 3, Frvtrrn psi(n r ttm pipe)In ��inch p par 1 ft 23. .571 .55.4--57i s9= 953.• ;94,4 eea e63 n1 n5 I: I t f _gpm ,09 (troll pip,P,Crnfrtc!cn less drat) 24 55,1 577 595 au 841- F1.r 893 713 -73.3 -733 • c._.... -. - - _ _. .._ .. 21 5r.6 Baa- 843 eta - asd. ass 713 /Is 755 re.1 II 3.9 e0.1 62.3 645 943 33.3 - 01.4- 716 759 76.6 30.4 1 - -----._---- -- ------ _-------- M 27 •. 824 841 933 8992 1 71.4 13.I x..753 732 305 627 ., d TON in Piping: 39 3 041 833 691 its lar tsD: 751 805 7293 513 U U'�i Tm{ 29 .870 683 715 733 733 783' 315 823 - 35.1 773 I 1 Determine 5lntp:ltadTON w cy - , Filer less krTCH 14•� �� ns 731 _.716 res. Dili 823 s.l a.a ' a4a 4. 2 x •O _ u 31. -71.6 739 75,1 a4 901 953 , ori'`au 9z0 8 4. p 32 73.9 782 • 784 m7 632 531 375 991 829 53.3 ; . I All stationer; 1 a:42• P ) !F1336,11 F•.p9) FA Srt reel 37 781 ids ear las ail' ars 693 QZD 943 eta .:zct=n - li . 5. 22 x ,o4 = 34 r45 80.3 87.1 353 81.3 823- 32,I 94.4 47.8 59.3 i {1.9..42:a.wa F's+l ;Eta usn a 2rv+! -F..11,.4; t;r Tc-tel C/r,a_rric k;ad(TORI: I •3' S7 g a3.t -ase. ors au �z s;-4 9e1 �s3 u5ctz t z>.. �• cxiiuc :e.t:b. I It 110TE:FhLD TC4 idUS t EE EQUAL TO CP.EVOKER TH 11N THE' I - I - _ CALCULATED TUN. f I - i' Scale:None OFFICE COPY CERTIFICATE OF CONFORMITY MDX R3 ANTI-ENTRAPMENT DEBRIS DRAIN P .4fF Submerged Suction Outlet For use on Floor Includes (1) SDX as 2nd point of suction VG.COMPLIANT DEBRIS DRAIN 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). ,, COMPLIANT WITH: 4,0 A ME \ • Virginia Graeme Baker Pool and Spa Safety Act 1 • ASME A112.19.8-2007 • ANSI/APSP-7 A112.19.a , • IAPMO Listed 2007-LISTED FLOW RATING FLOOR MDX R3 132 GPM 374 C 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 Pont Life.Simplified. OFFICE COPY CERTIFICATE OF CONFORMITY / SDX HIGH FLOW SAFETY DRAIN Submerged Suction Outlet For Single or Multiple Drain Use HIGH 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. RIGH FLOW SAFETY DRAIN 4, ::.440 COMPLIANT WITH: ASME '` • Virginia Graeme Baker Pool and Spa Safety Act I ) • ASME A112.19.8-2007 *ss A112.19.8 : • ANSI/APSP-7 .,i.._w��,. • IAPMO Listed 2oo7-usrEn FLOW RATING FLOOR WALL One SDX or SDX Retro 200 GPM 192 GPM 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. f-- ram mount; OFFICE COPY • 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 THRU 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 NOZZLE 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 FIL'L'ER 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 andv.„, ePumpT" Variable Speed Pumps -j---773 PlQ Serles OFFICE ! by ZODIAC COP r - 34W r11'x•—.. � 16'/e` I ,,1! ii—limrdlinni IMF ,(l t10 ` � , , 1 II! 0 4 111 .=11 i II Al I~9`----1 -- 143/<" ---I Bolt 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. 34W 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 Voltage Voltage Volta Model Class:CC,G,H,J,K, RK,or T g 9e 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 OFFICE. COPY JEP Performance Curves 120 110 O 100 O 90 d 80 70 (13 60 = 50 JEP-2.0 HP,3450 RPM 40 JEP-1.5 HP,3450 RPM 30 JEP-2.0 HP JEP-2.0 HP,3000 RPM I:21 2400 RPM JEP-1.5 HP,3000 RPM 20 JEP-2.0 HP ♦. 1500 RPM 0 10 JEP-2.0 HP JEP-1.5 HP JEP-1.5 HP,2400 RPM 600 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 ©2011 Zodiac Pool Systems, Inc.SA6219 0611 ZODIAC®is a reaistered trademark of Zodiac International.S.A.S.U..used under license. Technical Specifications an CS Series Filters <___ _ -_-_ -„,11,0- 7 JSeries byZODIAC k''' 0 I fr 14W €ti O .Ti r .! , ii 111111111111111 ii IIII - i A' 18W �.: IIS � � !.'fie. Illeg 3W 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 gpm/ft2 .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 Normal Start Up 8 Pressure 6-15 psi 6-15 psi 6-15 psi 6-15 psi 3 Max.Working 50 psi 50 psi 50 psi 50 psi Pressure 6 Design j Design Cartridges 1 1 1 1 Head Pressure Required Loss ( 2 Drop (ft head) 4 (psi) Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs. Height CA') 323/8" 323/8" 421/2" 421/2" 1 2 _. i I I 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. 1/15/2018 Poolguard Alarms-pool alarm,door alarm,gate alarm; pool safety,child safety • re_ HOWEI CONTACT US 1 BUY POOLGUARD 1 PRODUCT MANUALS I WARRANTY REGISTRATION •I=7.-.:.', `Pa WARNING i. r • ykt,, Read Before ,,rte ` `,,--i i-.- ; poolguardmr iCh p� ,. _. , 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 F "NSF Certified to ASTM F 2208-08" •Door Alarm -DAPT-2 l -"'.'• 1 (Sounds in 7 seconds) •Door Alarm -DAPT-WT -- (Sounds immediately) Model PGRM-2 Installation Video ;=�i i;�='.'j iffil Other Information: � r •Contact Us F •Buy Poolguard - • . -'•`• • Product Manuals x, !wti! t , F t' •News From Poolguardr` ' As Well As the states of CA, •Warranty Registration - - •Model PGRM-2 Installation Video . CT, FL, and TN •Model PGRM-SB Installation Video :Ili• ,• _.. - f - , •Detects Intruders l •Sits on Deck s--,, ': • Battery Powered ''*"'/f';" "vi'' ' - : ' •Low B tte Indicator r ' New Sensing Technology ''t' e •Easy to Use = •Completely Portable •Automatic Reset •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. ,p` Poolguard Pool Alarms were tested and"Top "", , Rated"by Good Housekeeping Magazine. �,/` Poolguard Pool Alarms have been Tested and i`-:--- S., • Certified by NSF International to the ASTM i Standard Safety Specification for Residential 01""` „� 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 rL City DE AUll BekcD PWWWT ih no /6TRIESIDBIfNLSfRICRIE FaWWc�ItW,7reet BeaBoa��R1�lNuoe -�iErmWPlWIW,-4WA.dA6ACB.sA1 )bn'w}?A+..u. aaLNpwl.pv�t(ip►Vs,. .b BYeeA—ef ml 8►vW'adWu�q��.W,.afo®rNcnee »eV -CAI W..edWWd's.dr�sBAee will YRW.t v=vaW.WdM! C•iblBds/dRrd1 A•AWWdYeq�Wf18 Ih BF/]IA4rWIrAi WrrA IE3ias AW AtNEB.ada rAAwk4 • rsrP r R."e.81Wid Ar Ist1a o.W�rR+ 79 BM z 7rr g.eRl. sss r311111 u An R.WC4,r.:mp= 41 IA.nRVWA— v= BA v- xw r JkmdLWghmL R-WBC.IlWAl AWW WAW. pPl rY T 7rr FlW.I+n WIN 7 BI 8.7 n. R. "10.1 r Y- V- aA7 r SNOW oW= 3A B]n w- Aen r Aak Come -Ii 11TH STREET E mar ar RWvo4F 50.00o_,W Imm m SCALE Pd1E; Work! Oeprr111fe+rt Pour 1/Y AWPN NE mw //Y BN.W PPF RO nE 1171il qN ENCHWIRN J2 1n Ir.Bwc no LI Al AIIL t pS t N A].MY; BA.RWWIL ll A RE'!®RML 31Rucn E A4iWz voile s.w elWBN (AYD V BBW.p a0 O -Ip on O U • WAR Beim wW. 1934 SF LOT 7 —"a 4 LOT 3 ..r•�> .R.r LOT 5 ♦4BrEl1e1P- SUBJECT PROPERTY Aak Come -Ii DET sqw2m Pd1E; Work! Oeprr111fe+rt Lu CRY of M WF k BBAC! Ir.Bwc no LS ll A RE'!®RML 31Rucn E A4iWz voile s.w � S..AWW A— BBW.p a0 -- w Imm -Ip on We U • WAR Beim wW. EYrIp — r—fo u r —"a 4 we ..r•�> .R.r EW ♦4BrEl1e1P- Is M-BW1W81Wr- Hf oeW,raW... py >V 5 IV PRE -POST RUNOFF CALCULATIONS a - u 0 MEM 1/r AON PPF w BFN/M"i .. LOT 6I 50.00° �I r Axm Vr r MI FFF LOT 6 LOT 4 PREDEVELOPMENT LAYOUT SCALE: 1" = 20' NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWN SPOUTS, AND PIPING. 2. ALL ROOF DRAIN DOWN SPOUTS SHALL BE HARD PIPED TO THE RETENTION AREAS. 3. RETENTION AREA(S) OVERFLOW SHALL DISCHARGE TO THE CITY R.O.W. 4. NO FILL MATERIAL IS ACCEPTABLE. ALL GRADES OUTSIDE OF THE BUILDING FOOTPRINT SHALL BE EQUAL TO OR LESS THAN EXISTING GRADES. OVERFLOW FROM SWALE IS REQUIRED TO DISCHARGE TO THE RIGHT-OF-WAY 11TH STREET _, e Fnun f/2' MN PPF NO n[ 17FICK7n/l LOT 7 � 1a ii T II II t /, 11 II i IIII r r° loll ea PROPOSED 3345 SF TOTAL FOOT PRIM FF.ELEV 11.,7 LOT 5 SUBJECT PROPERTY V A C A N T N* II _ LOT 6 rl� Ir F4 Ioaro' R7 WALE Pnlrn 1/2' MIN PFF Lu K LS v � In O a0 h r � Q W LOT 3 SEN' -WP RN ARr'Ac (TLu+F RLDG- B 1051 DRIVEWAY = 160 X 0.10 9DEWALN = 55 X 040 9 = 22 Sr TOTAL AP. AREA - R6 SF 5' TOTAI IW RN iS ARF c y HVAC PADS = 16 s S HOUSE (NCLUDES ALL COWRED AREAS= 3.360 3 POLL (FUWRE) - 240 S' TOTAL WRNOUS AREA (HOUSE GARAGE. COVERED AREAS, POOL, DRIIEWAY, SIDEWALK, HVAC) - 3704 SQUARE FEET. TOTAL LOT AREA 76W SQUARE FEET. LOT COVERAGE - 495 Faun I/2- ADN PFE ND al LOT 4 00" 01 PROPOSED LAYOUT �!�► SCALE: 1" = 20' W a V I -e W W U. LU ~_1 3 O Z W M z a SITE PLAN JOB in 19.0010 DRAIM NAD arBY: DET uae AS SHOWN C-01 sill caro. er. Der 0". 6021119 Pubk Works 0"mrbnevt cm or Adalat B1RH1 FaIA Nx ROIm REBOBRML SPILCRAW ACdaaEm"a,a -N twee I-.N7dAeas6.D. .--� -- .Inns M0wdff .rel*—ftp..d, tl-nd�WFcrra dwE V -um cvelwdRWWrnddWrsuR.: vn vRiWr V-v.IWadW10 C-A—Fbt .piwv A=IwdYtiq-eYd p7511911radf/N 11]idislerAbd. rsdd telAw.w= ,sw r A— W Awa � flesiiifoo Rh a TiiT w lvT,�— 11adfaded.d - am w.svdava v= &4N . 7'r . 13 1 a v= "o a Tye --w - Rr/cw6ded Awa W A— E �" 4a &x,wwdww am Rs.D 7 u 4.11 rw" V rse V u ia11 22 F v v= &am r W-Wdr. 490 Nw�Vat.ee-PaEsdos�dRundl'Wine OV: kXA- >W m km PRE—POST RUNOFF CALCULATIQ�I S Im OVIRMAWN 11TH STREET TOM ltll W SME Foam 1/2- NON vsc NO mENrrlonmN Y O O O O O O 1934 SF h LOT 7 LOT 5 SUBJECT PROPERTY LOT 3 FOLIO //t'I%4PON ND mENI►vA7mN v LOT B � iDIFO 1/2' OWN FIRE 50.00'C%Er NO MENWIDAWN LOT 6 LOT 4 PREDEVELOPMENT LAYOUT SCALE: 1" = 20' NOTES: OVERFLOW FROM SWALE IS REQUIRED TO DISCHARGE TO THE RIGHT -OF -WAV FOLAO 1/2' OWN PPE NO mflMMOON W W 9DEWAL T = 160 X 40 R=55X 040 SF=72Y Cam'or. O er vV• Dar: 'JYKda19 Ln Y O O U O O O i PUE6c works Depwbw t Qn Ciq Qt11nWV*t BbKb � J Pm W, 1RD to NBr1lelv811v4Lx"fx3%1ff Ad*— 30116 2k.W FOLIO 1/2' ARM PIPE LOT 3 i y-1aw,tr111R1; UJ ? LOT 4 f? 111.1. Awa rl.aw UD1c L"i+' on im M.A. .� u —am w 'a r r mRlum N 11N11aR Af. rlafy! 5 IF, aDTTaN u r 1 we :�err.rwled ..ed%.®.1r- LS -m m kv—do r..r� .0 r R.gdY Tom avdi.a• tAv r lyyr.e7N1�Ws1Y.1.s- Lm r PRE—POST RUNOFF CALCULATIQ�I S Im OVIRMAWN 11TH STREET TOM ltll W SME Foam 1/2- NON vsc NO mENrrlonmN Y O O O O O O 1934 SF h LOT 7 LOT 5 SUBJECT PROPERTY LOT 3 FOLIO //t'I%4PON ND mENI►vA7mN v LOT B � iDIFO 1/2' OWN FIRE 50.00'C%Er NO MENWIDAWN LOT 6 LOT 4 PREDEVELOPMENT LAYOUT SCALE: 1" = 20' NOTES: OVERFLOW FROM SWALE IS REQUIRED TO DISCHARGE TO THE RIGHT -OF -WAV FOLAO 1/2' OWN PPE NO mflMMOON W W 9DEWAL T = 160 X 40 R=55X 040 SF=72Y O er vV• f— F Ln u) Q O O U O O O O � W LOT 7 to 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWN SPOUTS, AND PIPING. 2. ALL ROOF DRAIN DOWN SPOUTS SHALL BE HARD PIPED TO THE RETENTION AREAS. 3. RETENTION AREA(S) OVERFLOW SHALL DISCHARGE TO THE CITY R.O.W. 4. NO FILL MATERIAL IS ACCEPTABLE. ALL GRADES OUTSIDE OF THE BUILDING FOOTPRINT SHALL BE EQUAL TO OR LESS THAN EXISTING GRADES. e FaRm 1/2' MM PPC NO IODO LAWN LOT 8 op sr 11TH STREET le 50.D0 -0 Cd imhoT, 70 $ME nxm IA- am PPE Fm OvermATmN 1*�ee PROPOSED 3345�SF TTOET& FOOT PRIM F EELEy. s i.w .OP LOT 5 SUBJECT PROPERTY V A C A N T F� 0° LOT 6 $T.W-NPFRVLXIs AREAS T"iWF liL00(" a 40Y) W 9DEWAL T = 160 X 40 R=55X 040 SF=72Y TOTAL TOTAL NIP. AREA = 86 Y :obm . F Oy HOUSE (NCLUDES ALL COVERED AREAS- 3.360 SF POOL TFUTURE) = 240 S u) Q O O O U O x LTU, LE) Z cl) Q r W FOLIO 1/2' ARM PIPE LOT 3 $T.W-NPFRVLXIs AREAS T"iWF liL00(" a 40Y) 9DEWAL T = 160 X 40 R=55X 040 SF=72Y TOTAL TOTAL NIP. AREA = 86 Y :obm TOTAL NPERVOLW AREAS HVAC PADS - 18.V ^P'-'�• Oy HOUSE (NCLUDES ALL COVERED AREAS- 3.360 SF POOL TFUTURE) = 240 S TOTAL NPERNWS AREA (HWS[ GARAGE, COVERED AREAS �- POOL, ORIKNAY, SIDEWALK, HVAC) - 37N SWARF FEET. TOTAL LOT AREA 7500 SQUARE FEET LOT COVERAGE - 49S x LTU, Z 0Lj- :Ew FOLIO 1/2' ARM PIPE fn NO OOVMrATON UJ ? LOT 4 ' c UD1c L"i+' PROPOSED LAYOUT SCALE: 1" = 20' W z = J Z ..} aUzo o W €� 0 ED z00 U U �- W d 0 0a Z 0Lj- :Ew Lu Lu to } (L X fn ~ J (3 W U 0) UJ UJ ? CC W Lit > c UD1c L"i+' U°z Q�W,pI - ZF -�g z� zz $I 0( a 00..0 ~ � 0 Q W Uz of z< ■r f i W� 90 m2�ym Y� ui a i W 0 S 0 SITE PLAN me LID. 19-0010 Omly: NAD aa°®ri: DET some AS SHOWN C-01 - 12" x 24" TRAVERTINE PAVER COPING - SHOOT 10" BEAM SEE ATTACHED NOTICE: BONDING GRID - OPTION "C" # 8 BARE COPPER CONDUIT - SKII'VER - DRASNLINE —PROPERTY LINE RETENTION AREA (3) DECK JETS (4)T -JETS ------------------- ------------------- {-------------------------- FUTURE ' (2) 24W NICHE ------------------------ P - J -BOX PURELINK -VSSHP220AUT - CS 250 - PLC 700 - 6614 AP -L PURELINK - PDA -P4 - 4424 JVA FOR DECK JETS - PX 10OW TRANSFORMER - 3 PORT J -BOX - (2) JLU4C 24W 100' LTS —PROPERTY LINE LTS - 8" DEEP SUNSHELF - UMBRELLA SLEEVE —PROPERTY LINE Customer Info Name: Griggs Residence Job #: 2544 Address: 320 11th Street Zip: 32233 Neighborhood: Atlantic Beach Builder: Lloyds Construction Project Manager: Jonny Pool Specification 4'-6" T-611 DEEP # DEEP MDX W/ SDX BENCH � ( / FUTURE ' (2) 24W NICHE ------------------------ P - J -BOX PURELINK -VSSHP220AUT - CS 250 - PLC 700 - 6614 AP -L PURELINK - PDA -P4 - 4424 JVA FOR DECK JETS - PX 10OW TRANSFORMER - 3 PORT J -BOX - (2) JLU4C 24W 100' LTS —PROPERTY LINE LTS - 8" DEEP SUNSHELF - UMBRELLA SLEEVE —PROPERTY LINE Customer Info Name: Griggs Residence Job #: 2544 Address: 320 11th Street Zip: 32233 Neighborhood: Atlantic Beach Builder: Lloyds Construction Project Manager: Jonny 1: SAFETY 2: Scale: 1/8" = 1'-0" I Company Info Designer: Joel Division: Joel Address: 600 St. Johns Bluff Rd. N. City: Jacksonville State/Zip: FL 132225 Phone #: 904.223.4050 Fax #: 904.223.0735 E-mail: Info@pbic.com License #: CPC 009595 & 1457425 Pool Specification Perimeter: 61 L.F. Square Footage: _205 Sq. Ft. Est. Total Gallons: 4,614 Gal. LST: 10 GPMs HST: 20 GPMs Deck Area: n/a Lanai Area: n/a Footer: n/a Dist. to P/E: 22 L.F. f" Hydraulics PUMP #1: MDX-R3 & SDX ON SIDE Branch Line: 3" Trunk Line: 3" ReturnLine: 2.5" Skimmers: 1 Jandy Pump: VSSHP220AUT Dandy Filter: CS 250 Heater: N/A Minimum TDH: —54' Maximum Flow: 117 GPM's 1: SAFETY 2: Scale: 1/8" = 1'-0" I Company Info Designer: Joel Division: Joel Address: 600 St. Johns Bluff Rd. N. City: Jacksonville State/Zip: FL 132225 Phone #: 904.223.4050 Fax #: 904.223.0735 E-mail: Info@pbic.com License #: CPC 009595 & 1457425