Loading...
320 10th St POOL19-0036 'r 1�''"''%.,� SWIMMING POOL PERMIT PERMIT NUMBER i. � POOL19-0036 *", CITY OF ATLANTIC BEACH,r ISSUED: 12/4/2019 800 SEMINOLE ROAD`,�� }� EXPIRES: 6/1/2020 �0;� ATLANTIC BEACH. FL 32233 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 10TH ST SWIMMING POOL SWIMMING SWIMMING POOL $41300.00 POOL RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170032 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: I ZIP: POOLS BY JOHN 600 STJOHNS BLUFF RD JACKSONVILLE FL 32225 CLARKSON, INC. OWNER: ADDRESS: CITY: STATE: ZIP: BRECHBILL ALAN L 479 ENGLISH IVY CT HUMMELSTOWN PA 17036 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. LIST OF CONDITIONS Roll off container company must be on City approved list. Container cannot be placed on City right-of-way. I 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: 12/4/2019 1 of 2 t c..up,�, SWIMMING POOL PERMIT PERMIT NUMBER . �'� POOL19-0036 .. �r'-0 CITY OF ATLANTIC BEACH V% ISSUED: 12/4/2019 800 SEMINOLE ROAD ''':".t0'; �` ATLANTIC BEACH. FL 32233 EXPIRES: 6/1/2020 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 I 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. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $260.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $130.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.60 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.40 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $651.00 Issued Date: 12/4/2019 2 of 2 rSyL,r City of Atlantic Beach APPLICATION NUMBER �' itfrobr� Building Department (To be assi ned by the Building Department.) (r .- ' 800 Seminole Road j� l Q� _ � Atlantic Beach, Florida 32233-5445 6 OCA,4 l Phone(904)247-5826 • Fax(904)247-5845 i /� Ilc) 9'''rig � - E-mail: building-dept@coab.us Date routed: 1 v City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM tk-Property Address: �� I Q S�r Depament review required Ye No PoosC0BuIdi !rtApplicant: 6 �ot-t/� � ' annin. &Zol'•: Tree Administrator Project: S 1/0(lVI,M I fVwr\ P00 blic Worksj 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 I Army Corps of Engineers 1/�" 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: [ f NO1_ a ' ' reva by D 0 ii„Par-! s . BUILDI G __ PLANNING &ZONING Reviewed by: fil Date: l0 y /q TREE ADMIN. Second Review: krATproved as revised. ❑Denied. I 'Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: //'—/ Q/ f FIRE SERVICES Third Review: nApproved as revised. ❑Denie . ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY i< Building Permit Application Updated 12/8/17 4Air 4 City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 2 Phone:(904)247-5826 Fax:(904)247-5845 06-3 Job Address: 320 � D Permit Number:P00� A Q - Legal Description 5`CL 1 I(o- 2 S -29( A-Lico`�ir, E c(L IA) 2OFr Lof Rt# /700 -C ) Valuation of Work(Replacement Cost)$ 7�3 0 0 Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Ill I i ' (And J(.J►dill;nl ( ,.II C/) 0` Florida Product Approval# for multiple products use product apgr IapRgt c Propert Owner Information /,,, / rC Z F. Name: ti/ C...1 -e f-k Address: y79 G i �Vlf �-• 0 CCIW F' Z VII City kg , • 5 r State PA Zip I ) (a one o C) a o G E-Mail cc Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) A 4 o < o .1na Contractor Inform_'on U h CO H Name of Compa . • .A_ A e 0" Qualif ' g Agent: , `h � n ty) _�" Z •Address 11/15 , /A �� I /v. City_L V' l(,a State Zip :y I Office Phon �►- Job Site Contact Numberg8 r1 U s'3 .ii State Certification/Registration(t �r (.1-)9 -9s-- E-Mail l�ll/1G1�5✓5�e < .('ten 4� 1 `7 p Architect Name&Phone# `' ul © uj Engineer's Name& Phone# 6CC W Workers Compensation W `> Exempt/Insurer/Lease Employees/Expiration Date I.r W cc 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 LE a E• •R AN • •RN Y BEFORE RECORDING YOUR NOTICE OF COMMENCEME eit/LatiLfrivvvi d(AtA.f =�1I A (Signature of Owner or Agent) (Signature of Contractor) (including contractor) Si ned and sworn to(or affirmed)befooree Mme thiis�day of • d and sworn to(or affirn3 )_befo e th ay of 200 . �Z)( ��Jme). �I c%i1- 46: . - ZCJ, by 0-- ►1 ,,n,' ,,, W E R L I N G 1;:r,,-,), .:=,... Commission # FF 936882 0 ,o, DEBORAH ( ]Personallyi, .. ersonall Know -12 Commission r� FF 936882 Known OR ' r� r-;mmission Expires Y roduced Identificati b e r 1 7, 2 1t �,i.ft, My Commission E Aires p R _ O l 9 I ]Produced Identifi I k Novembar 1 7, 201 Type of Identification: 1 — Type of Identification. OFFICE Cr,' Revision Request/Correction to Comments **ALL INFORMATION �;i �rj„ HIGHLIGHTED IN �t iCity of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233Al- ����yy �GG Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: p(.�`cu9.-to ❑ Revision to Issued Permit OR Iforrections to Comments Date: 11 11 Lf L I- 41) Project Address: i.:3,7-0 t '1"1"5 7` .- 4/'-" ftv ,p e.,,,L tom/ .3 2-1-3 3 Contractor/Contact Name: /----?, VA .)/(_), ,A_n cf�,ac/ 0, J0A n G/�-.c./lsu.� Contact Phone: ?G y- a3-3.-yo,roEmail: > r,! 2019 Description of Proposed Revision/Corrections: 3 C oP t L OF p.& ,t._ 5P t ,- I 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? E—No ❑ Yes (additional s.f.to be added: ) • W,, ili proposed revision/corrections add additional increase in building value to original submittal? L�tNo ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) 1 *Signature of Contractor/Agent: 4_, . �,/ (Office Use Only) l Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due .sd C' ' Revision/Plan Review Comments Dear m`nt Review Required: fi ,\ uilding anning&Zoning viewed By Tree Administrator Li lic Work Public Utilities `/ !q -/7 Public Safety Date Fire Services Updated 10/17/18 sy��r City of Atlantic Beach APPLICATION NUMBER 1.., Building Department (To be assigned by the Building Department.) 800 Seminole Road t a1 - 003 l-LJ0 k Atlantic Beach, Florida 32233-5445var h� Phone(904)247-5826 • Fax(904)247-5845 /� f 1.4o t E-mail: building-dept@coab.us Date routed: v l 1 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 320 Department review required Yes No PQ � ( tuildi Applicant: C ! 2 �`rR anning &Zoning.2) Tree Administrator Project: 1ti11V1,,M,t Ur\ P00 �ublicWork 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. I Not applicable (Circle one.) Comments: I // BUILDING VC2G,I ;pr.,ee't PLANNING &ZONING Reviewed by: Date: (0—( i Ct TREE ADMIN. Second Review Kr proved as revised. Ogrenied. Not applicable see PUBLIC WORKS Comments: V;",p PUBLIC UTILITIES ,r-076, (oved e(e• I r PUBLIC SAFETY Reviewed by: 0,8FDate: r( (9. FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. I !Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ® r ! r>'-'i'f r:, TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY J. City of Atlantic Beach PERMIT# v� Community Development Department 800 Seminole Road Atlantic Beach,FL 32233 '-7,91119'-• (P) 904-247-5800 SITE INFORMATION ADDRESS 320 1 D {-IAin-h C Seu-!ih SUBDIVISION BLOCK 7 LOT I RE# %RESIDENTIAL ❑ COMMERCIAL E OTHER APPLICANT INFORMATION NAME C1aCA 3(hV1( Ofr#el+ PHONE# ADDRESS 4*-11 9 �nq t(5 h 1 C-4-, CELL# CITY n �, ' �1/kWICIS�7JWr^ J STATE PA- ZIP CODE EMAIL ❑ OWNER ❑ 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. f I( I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent 0124_ 41), 4(a,A "&ecktii(( s--z r— (t SIGNATURE OF APPLICANT PRINT OR TYPE NAME DATE SIGNAT RE OF APPLICANT(2) PRINT OR TYPE NA E r0 Sciiii{��cr�� DATE ��-` / t �,m � - Signed and sworn before me on this 2 day of 1 ' �t ,2019' by State of 1- . Alan Br edNbi1( County of hlLfd Identification verified: Penn - Gil I Oath Sworn: ❑ Yes ( No /1/11.0-\ Cag-ei`,t DEBORAH WERLING Notary Signature �J `�_/",,,N.', Commission # FF 936882 ,��'f', My Commission Expires / - /-7�//� November 17, 2019 My Commission expires / 04 TREE AND VEGETA • 1 , •AVIT 03.01.2018 Revision Request/Correction to Comments **ALL INFORMATION ,Sy���r � r ` HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. o 734/11r: 800 Seminole Rd, Atlantic Beach, FL 32233 ^^ �� Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: PV �1/. ���)O ❑ Revision to Issued Permit OR Corrections to Comments Date: II (1 '1 I l LI Project Address: (3)-0 to711'S7`. 4/a-#./ic. ,&j€.r..-c,h_ FL ,32-3-33 Contractor/Contact Name: /4 0 4 / j/(...)o ., G/ ,. 0,i_, ` aAn. /s,_.c).s'oti Contact Phone: 9 G y- 7-a_-3.qo5 o Email: :, 1 r , c t0 113; i Description of Proposed Revision/Corrections NOV 1 4 2019 \\\\LI\11 ,\n, 3 coQi LS or p a_6x___ 5P I 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? 0 No ❑ Yes (additional s.f.to be added: ) • Will,-,/proposed revision/corrections add additional increase in building value to original submittal? L?No ❑*Yes(additional increase in building value: $ ) (Contractor must sign if increase in valuation) /J -I *Signature of Contractor/Agent: . ,2.4-'.�( �� 6/__ (Office Use Only) Approved �flied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments / -- l—��1 �_ ;1 .s , ....Lci De artment Review Required: uilding anning&Zoning-) Reviewed By Tree Administrator •u•Iic Works Public Utilities 1 — ( $ ( Public Safety Date Fire Services Updated 10/17/18 d Permit Reviews City of Atlantic Beach ___} Permit Number: POOL19-0036 Description:SWIMMING POOL OFFICE COPY Applied:10/1/2019 Approved: Site Address:320 10TH ST Issued: Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status:RECEIVED Applicant:<NONE> Parent Permit: Owner: BRECHBILL ALAN L Parent Project: Contractor:<NONE> Details: LIST OF REVIEWS SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE 1 Review Group:AUTO SUBMITTAL 10/1/2019 10/1/2019 COMPLETENESS Permit Tech APPROVED Notes: 10/1/2019 10/1/2019 10/15/2019 ZONING Zoning DENIED 1 Notes: Mechanical Equipment:All mechanical equipment must be at least 5 feet from property lines.Please revise accordingly. 10/1/2019 10/4/2019 10/15/2019 1U11_DHNC; Building APPRUVI=I) Notes! Not approved by all departments yet. 10/1/2019 10/4/2019 10/15/2019 PUBLIC WORKS Public Works DENIED Notes: Provide drainage plans showing site topography(flow arrows,etc.). Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 250 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. Provide a detailed plan showing any pool deck to be installed. Provide an updated survey showing driveway to calculate impervious area. Pa7b Li (.)hr) C(ar fs50n i s rvo f- con'tteacteov to do aAy deck Printed:Tuesday,22 October,2019 1 of 1 tri maur �,iyVi-,: City of Atlantic Beach i ' �i APPLICATION NUMBER rj �,, To be assi ned bythe BuildingDepartment.) t Building Department OCT ( p _'` ' 800 Seminole Road I J �J x� _/� Atlantic Beach, Florida 32233-5445 LI J Phone(904)247-5826 • Fax(904)247-5845v."_` _ /� 1 ,`�osi 0r E-mail: building-dept@coab.us - Date routed: O City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3 zQ 1 ( .-4 r Department review required Yes No tuildi • Applicant: POOLS 6( oti ifs CASO ` annin. &Zoiit-ig_:-) Tree Administrator Project: S (ADUVI,M,tti,( PC)© L , 'ublic Work 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 —_k 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. I 'Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING ` Reviewed b • , ,/ArZ ,, , . Date/011 F • (( TREE ADMIN. Second Review: VApproved as revised. I 'Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed b���� '/ ./j .,t ate: FIRE SERVICES Third Review: Approved as revised. ❑Denied. C/ ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 PUBLIC WORKS PLAN REVIEW COMMENTS Date: / v f��f Application#: "Cc / /1,0c36 ze Project Address: JZ J 0 ' CORRECTION ITEMS Check Box to Select CSMP Provide construction site management plan including location of silt fence, dumpster, portable toilet. ❑ Right-of-Way Permit is required if using right-of-way for construction parking. DPLN Provide drainage plans showing site topography(flow arrows, etc.). ESCP Provide erosion and sediment control plans with installation details. 0 IMPS Provide impervious surface calculations for entire lot(existing and post construction). 0 Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off LDCS if adding 250 SF or more impervious surface. Provide Delta volume calculations and on-site retention fid/ required per Section 24-66(b). REPM A Revocable Encroachment Agreement must be submitted. 0 RMRO All runoff must remain on-site. Cannot raise lot elevation. 0 RWPM A Right-of-Way Permit must be obtained. 0 TSUR Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land ❑ Surveyor, showing 1' contours. CUT Provide manufacturer cut sheets for 50%credit on Turf Block pavers. 0 DW Maximum driveway width within the City right-of-way is 20' (circular driveway width is 12' maximum). 0 PAV Provide paver installation method (must meet I.C.P.I.). 0 / WRA Provide a detailed plan of water retention area and how water runoff gets to water retention ,�,/ areas and then to street. w WR Provide detailed plans showing proposed water retention. 0 SID C; - - u c.• 'rn - • • i • • - :y. LiJ' l f /, / / Lw J/,'J k444; 710e714 t 50 Documentation shows impervious areas are over the 45%allowed by City code. 4eee gi/4/ eittegy ,dca, &clivece-e, ead . 9i; . _ Revised 2/26/19 / /Vr4 y iy i LL`J jy� (t-S' Comp. By: S/W Date: 11/20/2019 rr Public Works Department City of Atlantic Beach Permit No: RES 19-0057 Address: 320 10th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C =Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 9,100 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd"C" Impervious 3,244 9,100 1.00 0.36 Pervious 5,856 9,100 0.20 0.13 Runoff Coefficient(C) = 0.49 Runoff Volume V= 0.49 x 9,100 x 9.3 / 12 V= 3,422 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 9,100 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd"C" Impervious 4,548 9,100 1.00 0.50 %ISA = 50.0% Pervious 4,552 9,100 0.20 0.10 Runoff Coefficient(C)= 0.60 Runoff Volume V= 0.60 x 9,100 x 9.3 / 12 V= 4,230 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 4,230 - 3,422 DV= 808 ft3 Retention 10th Street 320 11/20/2019 o.L'Aii:".6, Comp. By: S/W �d s Date: 11/20/2019 VIIIF: `moonis) Public Works Department City of Atlantic Beach Permit No: RES 19-0057 Address: 320 10th Street Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 8.5 600 0 BOTTOM size 9.0 1,385 496 TOB size Back and side Elevation Area Storage (ft) (ft2) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 1385.0 d= depth to ESHWT= 2.0 pf= pore factor= 0.3 Inground Storage= 831.0 ft3 Required Treatment Volume= 808 ft3 Supplied Treatment Volume= 1,327 ft3 Retention 10th Street 320 11/20/2019 ) PUBLIC WORKS PLAN REVIEW COMMENTS /� �, Date: l" 1g(�` Application#: POOL OOL I q- 003`(o Project Address: 320 10-�ti See: 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. —/ Onsite All runoff must remain on-site during construction. lJd' 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 Survey must run to street. Pool Pool—Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage 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 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. W 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. Document Strongly suggest thorough documentation of impervious areas be recorded. 0 Impervious 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 TOPMust 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 it 1/7x -07 oh 5'134 4ity, rerr 0/ -1 17 Dros- 7. 1/X P' ivolioad _ 44420 ( r-9/ S/ 2 '11 tZ7 I / ;' -W --91W-di fib, 70Nir Revision Request/Correction to Comments **ALL INFORMATION s'1'-L�1 HIGHLIGHTED IN �' ! `� City of Atlantic Beach Building Department GRAY IS REQUIRED. ' ` 800 Seminole Rd, Atlantic Beach, FL 32233 POC � Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: PC/' LA9. �tr- ❑ Revision to Issued Permit OR Corrections to Comments Date: II 11 I l Project Address: (3)-0 f 'ti` ti 5 f, /14- fid. ,45c.-.o`_ A- .32--)-33 Contractor/Contact Name: 0/5 7(...),ft., Cl/LX./42/L... J A n. G�ik-.c-1.so� / `- -�,� Contact Phone: G c .2_ 0 o Email: • ,• �r ` �,` i - ,4. \ \--- ii I1 Description of Proposed Revision/Corrections: ({l�. NOV 1 4 2019 I Ii 3 coP► t S or p a6,L_ P 1 I 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? 0 No ❑ Yes(additional s.f.to be added: ) • ,W,ildproposed revision/corrections add additional increase in building value to original submittal? LrNo ❑*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 , De artment Review Required: u i ld i ng __--( 707 / //vv.--4_, arming&Zoning rIECEIVE Revie' -• :y Tree Administrator •u•IicWorks . NOV ,) Public Utilities 5 2019 77_,oZ v ''/ Public SafetyDate I BY: Fire Services Updated 10/17/18 Permit Reviews City of Atlantic Beach trn Permit Number: POOL19-0036 Description:SWIMMING POOL Applied:10/1/2019 Approved: Site Address:320 10TH ST Issued: Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status:RECEIVED Applicant:<NONE> Parent Permit: Owner: BRECHBILL ALAN L Parent Project: Contractor:<NONE> Details: LIST OF REVIEWS SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Group:AUTO 10/1/2019 10/1/2019 SUBMITTAL Permit Tech APPROVED COMPLETENESS Notes: 10/1/2019 10/1/2019 10/15/2019 7UN[N(, ZcDEME f Notes: Mechanical Equipment:All mechanical equipment must be at least 5 feet from property lines.Please revise accordingly. 10/1/2019 10/4/2019 10/15/2019 9911[),N6 [3t., AI SO. .11) Notes: Not approved by all departments yet. 10/1/2019 1Oj4/101(1 U0/i; ,'119 P111311(WORKS ['ublicWn kDENIFU Notes: Provide drainage plans showing site topography(flow arrows,etc.). Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 250 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. Provide a detailed plan showing any pool deck to be installed. Provide an updated survey showing driveway to calculate impervious area. Poob / (.)hr C(ar I yA i S pro t- Caviteactew do OA Deck Printed:Tuesday,22 October,2019 1 of 1 r6fc • Pools by John Clarkson an aquatech°builder November 12, 2019 To Whom It May Concern: RE: Schneiderelt-Brechbill 320 10th St. Atlantic Beach, FL 32233 Permit#Poo119-0036 For any further information needed for pool permitting, please refer to the home builders approved permit. The home builder is Heritage Homes. ha you, i o Clarkson Founder Poo,s by John Clarkson 600 St. Johns Bluff Rd. N. Jacksonville, FL 32225 904-223-4050 • OFFICE COPY Pools by John Clarkson•600 St.Johns Bluff Road N,Jacksonville,FL 32225•Phone(904)223-4050•Fax(904)223-0735•CPC 009595;CPC 1457425•www.0bic.com J J '' City of Atlantic Beach J -r v Swimming Pool Permit Checklist .�- F ❑ Permit Application ..,,. , I\IE ❑ Proof of Property Ownership ❑ Recorded Notice of Commencement ❑ Boundary Survey OCT 'I 2019 ❑ Tree Removal Application ❑ Plans and Specifications Building Department ❑ Engineered Pool Steel Drawings City of f'�ti� ��t••- -.mech, FL ❑ Contractors Information ❑ DEP Permit Li Variance Approval Letter Permit Application: 1. In "description " box, indicate type of work being performed (i.e. "swimming pool", "above ground pool, etc.") 2. Application must be signed and notarized by the pool contractor and property owner. Proof of Property Ownership: If the current owner is officially listed as owner with the Property Appraiser, only a photo I.D. is required. If the current owner is not listed, a copy of the Recorded Warranty Deed must be provided. Contractor Information: Building contractors must provide a current copy of the following: - Florida State Contractors license - General Liability insurance - Workman's Compensation - Duval County or Atlantic Beach Business Tax Receipt (Occupational License) **The hiring of a contractor is not required if the property owner is building the swimming pool for his own use and, submits an Owner-Builder affidavit when applying for the pool permit. Recorded Notice of Commencement: If value of proposed work (value = replacement cost) exceeds $2,500, a recorded N.O.C. (Notice of Commencement) must be submitted with application. The County Clerk has a satellite office located at 1543 Atlantic Blvd. in Neptune Beach. 1 fermi fcoL (9� l5O76 NOTICE OF COMMENCEMENT OFFICE COPY State of Fort c.x 1 Tax Folio No. County of ))(.A✓0.1‘ To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 0: the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: `j (D9 I(p- 23 -29E ( 3 C-11 W20Fr 1(-,+ -7, La-9 Blit Address of property being improved: 3 20 ) 3 22-3 3 General description of improvements: J n@ROLintj ( Owner: Coro( n e l a ef-eit Address: I -79 �M��I S� 1 vy ( -. 17o3 fv Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: (-P(xD\ - (1 "!<S�S�, Address: (Arn . h/1 3�'���c_.{PP " . A) (.3272-s"�l � l� Telephone No.: gory- 223- Fax No: Q'P-e.2,3-073s- Surety L -073s- Surety(if any) Address: Amount of Bond$ Te1one.No: Fax No: Name an'd address'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 Florida, other than himself, designated by owner upon whom notices or other documents may bi 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 Sectio: 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 , 5'•'. i specified): W THIS SPACE FOR RECORDER'S USE ONLY OWNER z o BK 189y Page 2194, 3 w Doc#2019226004,OR B.. 0 Signed: . � L_ l_ � .�I► /�.e. Al Date: � Number Pages:1 in the County 3 a v - Before me this ) day of ��r/ Recorded 10/01/2019 10:31 AM, Of Florida,has personally appeared • o o 2 RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Notary Public at Large,State of F1ori,aT� ty of Dal. Joz COUNTY My commission expires: I J -1 7" _n m I'7 RECORDING $10.00 " Personally Known: 0 Produced Identification:_P/}0U l z WGA N rt 41�le.OK . `J. !'.ICI:) CITY OF ATLANTIC BEACH ';` , 'i%WNER / BUILDER AFFIDAVIT _;sly'' I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN"OCCUPATIONAL LICENSE"IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826) IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. 320 /4W gr -t c (30 6?6Z ADDRESS PHONE NUMBER ° / ,-c/i1<-;d -E PRINT NAMEdititALL f►/�q A /J �j ai SIGNATURE q A._ I,,n' DATE Before me this i I day of/ " 1 201+ in the county of Duval,State of Florida,has personallyred herin by himself/herself and affirms that all statements and declarations are(tr7ue and accurate. \ n Notary Public at Large,State of 1'` ,County of ,� (ill/u X _ - - " DEBORAH WERLING .?"''''4 � 4MY-UN���ii ❑Personally Known (�/ Commission # FF 936882 a Produced Identification- P��- �" - /I,- '-` My Cprnmissio0 Expires ".�` 7, 2019 ���`� Noverrlk�vr 1 Notary Signature: ( . )9/,Q)\ (.... ab t� FJBLDG/Owner-Builder AtTadavit;REVISED:4/16/2009 U • 3, co 1, TOP OF DECK 6"X6" --WATERLINE 1-MI RI:DAR ACAM j'''' DEEP TILE DEEP-1 I-03 R£BAR REAM } -1 til l R. lir f ■ ■M/■ no 1111*t1■ ■ a..a.ir !JI(IEWIUJItrDIEtIJJL. T I [ 1 L I fl l.r•, ..•.r�,':1 �! Call- nary ft.,,,_3,,.� i . l l i 1 ' i I i t i , I . •r' , tt- .c',i;' /�l>I/��tl 1 I I 1 1 1 I 1 I 11 1:: gi 1 11 �'��I - --tr 7-7."1.!,1111allitiiilliel It1!JIJj [ IEMI Maill i I l 1 TT l i i I • i IMOE I 1 1,1 I T8,q-. 1 R i 2 WALL.9 AND FLOOR I l l I I I I I • N 1 II 1 1 L� V- V 1 1 1 1 1 1 1 1 11111 - 1 I L I I LI I. I I rl I,(. „ s '8-: , I I 1 I. I1 Ili r 1 1 » ''s . POOLS WITI1 DEPTH OF 7'OR GREATER -: ( I I I I 1 I P m O- 10JRETIARTOBEPLACED ATe'VERTICAL 't .. ` - BARS BEGINNING AT 4'DEPTH AND EXTENDING A - Y,, , r ABOVE AND BELOW COVES.ALSO EXTENDING E PROVE ANO BELOW FLOOR BREAK 4-1^IAUI. P.5.1. / t"PLASTIC CCNCRETE FLOOR MAIN DRAIN AND WALLS .I i� i' ff, .1; if(' (P) lJ///////��`YY���/ SECTION OF POOL ELEVATION _ __ �_ _._ /f/ / cg wsr To.eAtui ill SAMUEL LiBERATORE, 300 ALTERNATE 19 M.,PE SU55ITE740 A PALM HARBOR. FL 34663 727-442-8443 4.10.- The Association of OFFICE COPY 4 -u 6 ` "• '';=,qw PPool&Spa Professionals' ANSVAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: p • eCONTRACTOR NAME I AND ADDRESS `c^��G( r�I I- K „i/ w (l AND ADDRESS: 00)S by • hr) Or-5501 , 21) Will 3]rce4- (r5'- L. ns Jufr r)d. Al_ Wh lr'c i l'iPG 32233 f\>,I lie, F( 32Z z OWNER: CONTRACTOR PHONE:272.- _7 U�� DAfE: 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 a. Gallons: ;or 1. 1017-2 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: .i a.Minimum suction pipe diameter 3a. �*.g 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. 1 ' 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.) 5, , inches c.Minimum return pipe diameter 3c. - (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the some or more than item 2.) d.Minimum return branch pipe diameter 3d. 1 '47 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. (( L T P l.• - b.Minimum filter area 4b. 11., 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. il A inches - (When using a backwash valve,enter result of item 3c or 2 inches whichever is larger) Table 1 • Pipe Size; 1.5" ,2" 1.3 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. NIA/ `1 A _ selection b.Total horsepower 6b. J40_ - 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. or §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. *Multi-speed pumps must hove one speed listed that satisfies this requirement. a.Pump model 7a.\)%4//10A0..‹.___ b.Pump flow 7b. "" t'k gpm 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 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 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. )4%A- 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. Fr 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 !n 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 bill/Warning Fcoi Energy Eft 'Iv c ancy orinp3iartce lInformatioi) �C, i:u,e k MOTE These Requirements Apply ONLY to the Filtration Pump Branch Pk Trunk,Skl Yet ., : AN5t/APSP/iCC-15 2033 ) Suction?N k. Row Calculations Rehm Pip Pool water volume +360= gpm-this Is the calculated flow rate Note:for pools under 13,000 gals,the calculated flow rate or 36 gpm whiche • is greater=the filtration flow rate 1 Is there an Auxillaty load on the filtration pump? Yes No ,I Pump E ' If so,what Is the calculated auxiliary flow rate gpm FiJ 11 Flow Rate(low speed) _gpm @ rpm. '' G I Minimum suctior,side pipe size @ 6 fps i•. Minimum suction side branch pipe size @ 6 fps in. De[enr t; I Minimum return side pipe size @ 8 fps in. Minimum retum,sfde branch pipe size @ 8 fps in. F- I; �� A?S''i SHtt Ed Oeterm,ne FIM-Size: I, Q Alter Factors(GFP.USF): I Cart id 0.375) 0 E(2.0) Sand(15) Q 1 I Filter Size: �� lF�rneL•) , ffWrFxQ _ (maks] �� Our Nita and 4.7del! 'f pump Controls a 1 Filtration pump as no auxiliary Is-d—standard time clock_ {j' Filtration pu• p with auxiliary I.-d—tontrol model for low speed default within 24 hr. ___3 J 9 Heat- Model ! e G : Heater efficient. rating (No Pilot Light) ti 'eat Pump effici- cy C.G.P. I i �1 •_ mi„ - ii Datarmina5im;i ai"fDH: ANSI 5 &AN,I 7 Compliance Work Sheet i 1. Distance fmm pool to pump in feet Ili a 1 TT 2. Friction lass ca sucirn F1Ge)in 'S filch pipe per I ii.7 2 rat win)= •O� {Sam pipe Cc:el ic�cn lass far?) 3, Frdicn io»(in rsiLm pipe)In ? •46 frch p e per 1 fl"2, ( rI gpm= <O 9 (front pipe flow/friction loss chart) 1 r' F I; T0H Pipirg:' S .4 I •iM Determi,�eSimpldledTOH ,_ ^ FTrIHeeIncIcssinTGH~I �' I 4. - 14. x_e 0-4 = K• A1other lcsee; 'L& • 5. ,ts •,Pit., o) x <ft a 0?: : :: Irc,+R,. ;; Trtel:y.z^=.ic Head(TOH): i' OFFICE CQr OJFEIBETOFY CERTIFICATE OF CONFORMITY MDX R3 ANTI-ENTRAPMENT DEBRIS DRAIN IF* Submerged Suction Outlet For use on Floor Includes (1) SDX as 2nd point of suction VG.COMPLIAF41 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). rtfCOMPLIANT WITH: nzoo ASME : • Virginia Graeme Baker Pool and Spa Safety Act ! • ASME A112.19.8-2007 • • ANSI/APSP-7 O�A112.19.a , • IAPMO Listed 2007-LISTED FLOW RATING FLOOR MDX R3 132 GPM C Velocity @ 132GPM= 1.294 fps 0 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. 4 Paramount Ao&Life.SimpIIfled. FFICE 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 *RETRO The SDX High Flow Safety Drain is a 10" diameter frame and grate or 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 ,�•• j COMPLIANT WITH: ASME \ • Virginia Graeme Baker Pool and Spa Safety Act I • ASME A112.19.8-2007 A112.19.8 • ANSI/APSP-7 • IAPMO Listed ?A07-usrn FLOW RATING FLOOR WALL One SDX or SDX Retro 200 GPM 192 GPM -77,1 Square Inches of opening=43.201 sq. inches P C Velocity @ 200 GPM = 1.485 fps \ Q 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-r.::irar�l-Iou 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 NOZ7T P. 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 KILTER AND NO EQUIPMENT HD LOSS WILL BE ADDED. Just the pipe and fittings must be added. Technical Specifications J]f1' ePumpTM Variable Speed Pumps j-and„ Pro Series by ZODIAC® OFFICE COPY _- 3414" r 11W -..-1 161/8` I/ ili _ i 11( _� 15/4" ItT _____,_ __ lr - ; r -- -s [...,_9"_..-I 143/4" -►I • BoltHoles, 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 ePurnp 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. 34'1%' 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 Voltage Model Class:CC,G, H,J,K, RK,or T gVoltage 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 .... .._...-..,...,.....Y..-. .«..._........:.,..,,_. �e.wr..Kit.ia.rx.....,.�....-l.»w+xr...ca+.�. 120 JEP Performance Curves 110 9, 100 90 O 60 d 70 'O CO 60 = 50 JEP-2.0 HP,3450 RPM 40 �� JEP-1.5 HP,3450 RPM 3°g' JEP-2.0 HP JEP-2.0 HP,3000 RPM 2400 RPM JEP-1.5 HP,3000 RPM —E 20 JEP-2.0 HP 1500 RPM 10 JEP-2.0 HP JEP-1.5 HP,2400 RPM 600 RPM JEP-1.5 HP JEP-1.5 HP 600 RPM X1500 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_�.,..�..�...�.>_.....�,._._.�...�....._....x�.�..w.e _.._......, ,..,_.>. m.... ._.�w___..�_�..'w.......'.'-.....�.`....`._._`°'" _ -_ ZODIAC®is a registered trademark of Zodiac International.S.A.S.U..used under license. •• Technical Specifications _ a n d,,,) CS Series Filters < - > Pro Series OFFICE NJ,..* , i by ZODIAC'"' 9 I N .� .' �--14'/: - O 7�z v �'a ii 1iII"11Ju'Iii n b 'A' 18'h' 3'/: Part No. Description Size Specifications and Dimensions,CS Series Filters 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 I I 1 Normal Start Up 8 I 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 / 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(`A') 323/8" 32%" 421/2" 421/2" 1 2 i 0 0 0 30 60 90 120 - CS150 Flow Rate(gpm) - CS200 - CS250 • CS100 www.ZodiacPoolSystems.com 02011 Zodiac Pool Systems,Inc.SA6259 0611 ZODIAC°is a registered trademark of Zodiac International,S.A.S.U.,used under license. 9/24/2015 JXi Heater OF ICE COPY Find a Dealer(http://www.zodiac.com/en/united-states/find/dealer-locator) DESCRIPTION � SPECIFICATIONS/TECHNICAL DETAILS Technical Details • Corrosion-resistant stainless steel header bar for extreme heat exchanger durability. • Venturi-driven air and gas mix for enhanced performance. • Reliable, balanced flow and temperature control with thermal regulator valve. • Differentiated limit switches meet applicable product safety standards. • Corrosion-resistant temperature sensors for reliable operation. Specifications Model Firing Heater Vent Depth Height Weight Min. Max. Number Rate Width Diameter GPM GPM JXi200** 200K 22.9" 6" (15cm) 22.1" 26.5" 117 lbs* 20 120 BTU JXi260 260K 22.9" 7" (18cm) 22.1" 26.5" 120 lbs 25 120 BTU JXi400 399K 22.9" 8" (20cm) 22.1" 26.5" 126 lbs 40 120 BTU *Actual weight may vary. **Available Summer 2015 MODELS � PARTS � FAQS � BROCHURES & MANUALS � . OFFICE COPY Page 18 Jandy"Pro Series,JXi"Gas-Fired Pool&Spa Heater i Installation&Operation Manual .., 3)(1 400K btu —Jxi 260K btu NOTE: Head Loss Data for Models 200 and 330: TBD 30 28 - - - • - 12 26 24 - - - - - -- - _ 22 10 20 •u) c O 18 8 Q co t0 14 6 L 2 t 12 N •o 10 I T-I ! i i 4 i cU l a 1:36 -i—- ---+ -i-- - , ---�_ _ I ; I •N 4 I ( ` i I lI 2 cu 2 . mi.—T---1-7-11-- --1-11 1 l --_ 1 i 1-- � - 1 - _ ❑ I 0 - 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 Flow Rate (gpm) Figure 14. Head Loss Chart 5.3 Plumbing Connections The heater has a standard 2 inch water header and coupling design With this feature,only nominal two inch PVC or CPVC may be connected to the heater. However,by installing the appropriate pipe adapters and two(2)short pieces of two-inch plastic pipe(supplied by the installer), any size existing pipe may be fitted to the heater. SWEEP ., ELBOW SWEEP Optional Water Inlet Piping (provided) ELBOW The water inlet can be piped in one of two possible .. configurations. The heater comes with a Zodiacs '• >� "�� Lila ell Sweep Elbow for increased hydraulic performance and i p 6 - efficiency. The sweep elbow also provides the advantage - - t•��� of its exclusive interface with the Zodiac AquaLink`- RS ' _i[- ;�� temperature sensor. The sweep elbow may be installed in - �- , t -- t the top inlet connection,and the cap and plug with 0-ring I I installed to close off the unused side port(see Figure 15) This configuration may be preferred for Versa Plumb" Figure 15. Top Inlet Piping Using the Versa Plumb piping to mating components Sweep Elbow 1/15/2018 Poolguard Alarms-pool alarm,door alarm,gate alarm: pool safety,child safety HOME I CONTACT US I BUY POOLGUARDI PRODUCT MANUALS I WARRANTY REGISTRATION inER WARNING , oloUiS Read Before poolguardS •cn �ITHE ,�„ucccl You Buy • • -r4• ...- '.• L • 1.4.4444,,,,ta Poolguard Alarms: INGROUND POOL ALARM - MODEL PGRM-2 •Pool Alarm—Model PGRM-2 • Pool Alarm—Model PGRM-SB •Gate Alarm Door Alarms - NEW *"NSF Certified to ASTM F 2208-08" •Door Alarm -DAPT-2 I . I (Sounds in 7 seconds) •Door Alarm -DAPT-WT Model PGRM-2 Installation Video (Sounds immediately) %20L:1 lr it Other Information: - •Contact Us `•k ''` _n - •Buy Poolquard •Product Manuals -:-.4 r t i • t•t c •News From Poolquard c ` '` ''4 • •Warranty Registration .••` � As Well As the states of CA, •Model PGRM-2 Installation Video CT, FL, and TN •Model PGRM-SB Installation Video " � w:�r •Defects Intruders •Sits on Deck __.3----' •Battery Powered . • -Low Battery Indicator r • • New Sensing Technology ii W -T :m' Y s✓..c •. i Y ite ,., • Easy to Use y ' t •Completely Portable t3 ; , ,. =, A •Automatic Reset ,:..,,. -- _ l •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 t.;. Rated" by Good Housekeeping Magazine. I Poolguard Pool Alarms have been Tested and ..� , Certified byNSF International to the ASTM '' „/ 3 Standard Safety Specification for Residential % /, Pool Alarms, ASTM F 2208-08. i tom! . .. 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 BRECHBILL - SCHNEIDEREIT RESIDENCE 320 10TH STREET ATLANTIC BEACH, FLORIDA PRE DEVELOPMENT AREAS: LOT 9,100 S.F IMPERVIOUS INCLUDES: EXISTING HOME, DRIVE, SHEDS, WALKS,PADS, 3,010 S.F TOTAL IMPERVIOUS 3,010 S.F. =.33% DESCRIPTION AREA LOT AREA AREA LOT (SQ. FT.) (SO. FT.) "C" BUILDING AREA Wid "C" IMPERVIOUS 3,010 9,100 1.00 TERRACE, PADS, STOOPS: 0.33 PERVIOUS 6,090 9,100 0.20 9,100 0.13 RUNOFF CG. PRE DEVELOPMENT RUNOFF VOLUME = 0.46 x 9,100 S.F. x 9.3 in, / 12 in. / ft (C) = 0.46 9,100 0.20 V = 3,244 cu. ft. POST DEVELOPMENT AREAS: AREA LOT 9,100 S.F. BUILDING AREA 3,838 S.F. DRIVEWAY, POOL, (SO. FT.) TERRACE, PADS, STOOPS: 710 S.F. TOTAL IMPERVIOUS 4.548 S.F. =.50% DESCRIPTION AREA LOT AREA PLANS AREA %IMPERVIOUS RUNOFFVOLUME (SQ. FT.) (SO. FT.) "C" Witl "C" IMPERVIOUS 4,548 9,100 1.00 0.50 PERVIOUS 4,552 9,100 0.20 0.10 1,027 tu. ft. a V MUST BE INSTALLED PRIOR TO UNOFF CC. (C) = 0.60 POST DEVELOPMENT RUNOFF VOLUME = 0.60 x 9,100 S.F. x 9.3 in / 12 in. / h V = 4,232 cu. ft. DELTA VOLUME - 4.232 - 3,244 = 988 cu ft STORMWATER STORAGE REQUIREMENTS i PLANS AREA %IMPERVIOUS RUNOFFVOLUME PREDEVELOPMENT 9,100 s.f. 33 % 3,244 w. R. POST DEVELOPMENT 9,100 s.f. 50 % 4,232 w. It A6 i W w A6.1 STORAGE VOLUME REQUIRED: A7 988 cu. ft. STORAGE VOLUME PROVIDED: ly o 1,027 tu. ft. SILT FENCE (TYP)S90-DO-00'W 70.00' SEE DETAILS_ N 89°54'56" W 70.27 POOL POOL DECK I CONC PAD 4-� i PLANS A2 FLOOR PLANS i I n � d RY 2 STO- A4 - G AS WOOD FRAN';E RESIDENCE A6 i W w A6.1 BUILDING SECTION A7 No. 320 cc ly o 50.0 a V MUST BE INSTALLED PRIOR TO 10IEE,4��- 0 S0.1 i' 0 0 I S1.0 FOUNDATION PLAN S1.0A FOUNDATION DETAILS S1.1 ZZ S1.2 oG;-' SNL 1 I (MIN 10.8) S1.3 ' I APPROXIMATE LOCATIONJ 2ND LEVEL TOWER S2.0 FRAMING DETAILS OF ADJACENT A/C UNIT. FRAMING DETAILS S2.2 FRAMING DETAILS S2.3 FRAMING DETALS S3.0 go I I� ool �m APPROXIMATE LOCATION I ___ --- - - ' OF ADJACENT HOME. ONO yy \ AD - PROVIDE GUTTER AND DOWNSPOUTS N ON LOWER ROOF ON EAST SIDE OF HOME WITH PIPING TO 10TH STREET. I SILT FENCE (TYP) l SEE DETAILS CONSTRUCTION MATERIAL LAY DOWN AREA CONCRETE DRIVE l WITH GRASS STRIPSi I I WIDTH 19-6" _.4 CONSTRUCTION/ TOILET NOTE: ALL CONCRETE DWA MUST BE 5" THICK, 4D00 Psi, WITH FIBERMESH FROM EDGE OF PAVEMENT TO THE PROPERTYLINE. REINFORCING RODS OR MESH ARE NOT ALLOWED IN THE RIGHT-OF-WAY I 0 B.R.L I l II I� i I -' TENTH ST. (40' RNV) BRECHBILL - SCHNEIDEREIT RESIDENCE 320 10TH STREET ATLANTIC BEACH, FLORIDA CODE REQUIREMENTS TYPE 5B OCCUPANCY CLASS: GROUP R-3 FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL FLORIDA BUILDING CODE 6th EDMON (2017) ENERGY NATIONAL ELECTRICAL CODE (2014) FLORIDA FIRE PREVENTION CODE 6th EDITION NFPA 101 LIFE SAFETY CODE CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION CODES. *NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK ALL BEDROOMS IN THIS RESIDENCE TO MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING SCHEDULE. SHEETINDEX SPI SITE PLAN AlFLOOR PLANS A2 FLOOR PLANS A3 EXTERIOR ELEVATIONS A4 EXTERIOR ELEVATIONS AS EXTERIOR WALL SECTIONS A6 EXTERIOR WALL SECTIONS A6.1 BUILDING SECTION A7 ELECTRICAL PLANS A8 ELECTRICAL PLANS 50.0 DESIGN CRITERIA, SPECS MUST BE INSTALLED PRIOR TO 8 GENERAL NOTES S0.1 TYPICAL DETAILS S1.0 FOUNDATION PLAN S1.0A FOUNDATION DETAILS S1.1 IST LEVEL WALL FRAMING PLAN S1.2 2ND LEVEL FLOOR 6 4- S.F. LOW ROOF FRAMING PLAN S1.3 2ND LEVEL WALL FRAMING PLAN SlA 2ND LEVEL TOWER / ROOF FRAMING PLAN S2.0 FRAMING DETAILS S2.1 FRAMING DETAILS S2.2 FRAMING DETAILS S2.3 FRAMING DETALS S3.0 FRAMING DETAILS A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OFTHE f' SURVEY SHALL BE ON THE SITE FOR �` THE BUILDING INSPECTORS PRIOR V TO FRAMING INSPECTION OR ALL PROPERTY MARKERS SHALL BE P J 6 E3�V. y1 EXPOSED AND A STRING STRETCHED L MARKERFROM MARKER TO VERIFY REQUIRED SETBACKS. NO /i` Dy'c. 60/ UNDERGROUND OR OVERHEAD 3018 S F. UTILITIES IN VICINITY OF PROPOSED SIGNED WORK. LOT- FULL EROSION CONTROL MEASURES I WS.F.: MUST BE INSTALLED PRIOR TO DRrvtwnY: BEGINNING OF ANY EARTH - DISTURBING ACTIVITIES. POOL DECK: ALL RUNOFF MUST REMAIN ON-SITE p� DURING CONSTRUCTION. CANNOT O F F I C c U O ,Jy RAISE SITE ELEVATION, Err. Yr CONSTRUCTION DUMPSTER CANNOT BE PLACED IN CITY RIGHT OF WAY. FULL RIGHT OF WAY RESTORATION, INCLUDING SOD, IS REQUIRED. A POST CONSTRUCTION TOPO SURVEY DOCUMENTING THE PROPER CONSTRUCTION OF ON-SITE STORAGE IS REQUIRED. PROVIDE GUTTER AND DOWNSPOUTS ON LOWER ROOF ON WEST SIDE OF HOME WITH PIPING TO 10TH STREET. STOOP 4'x 4' CONCRETE WALKWAY PADS BY SHAPELLS. /EXISTING MAGNOLIA TO REMAIN - PROVIDE PROTECTION DURING CONSTRUCTION NOTE: OVERFLOW FROM RETENTION AREA TO DRAIN TO TENTH STREET. SILT FENCE (TYP) SEE DETAILS PROPOSED STORAGE AREA: EXFILTRATION = 1,340 S.F. x 2' DEPTH 2,680 CU. FT. x 30% = 804 CU. FT. RETENTION = 1,340 S.F. X 4" DEPTH X.5 = 223 CU. FT. TOTAL STORAGE = 1.027 CU. FT. / a'"LhI�CI�l.IYi� SItC rJ��'1 sPt T'�0� !U KEVIN E�, MUL-I,ICAN PF5lrANEf;, INC (90-4) 7fi5-557 4 COVERAGE OF LOT LOT ARFA: 8,im 6.F. H S.F.: 231o6.F. DPoVEWAY: 4756. F. 61ffD: 75 5 F. PATIO: PADS: 175 SF 75 S.F. TOT. wpER'. 3018 S F. % COVEMGE =3.810. PROPOSED COVERAGE' LOT- V.I. S F. I WS.F.: 3.6b SF. DRrvtwnY: nosF. A/C Atm SERVICE PADS: 868 F. POOL DECK: FRIXtT PADS: WALKWAY 1016. F. 1M SF. FRorn sTooP: S.F.m TOTAL. MW EHdIIXl6: 4- S.F. % OF COVERAGE . 4.486- B, t m• .m% R "w-- IIEN9101@ NEW NOME FOP, l3f2ECHI31L-1- / 5CHNEIpEI?EIT ARCHITFCTLR'.AL 51TF FLAN IP205 Wert na GP - FLUSH SPA - 6'-6" x 6'-6" INSIDE DIM. - TILE SPILLWAY - (6) JETS - (2) SDXs - (1) 6W NICHELESS LT N6' B.R.L AIRBLOWER PURELINK PANEL SEE ATTACHE[ NOTICE: BONDING GRI ID - OPTION "C" # 8 BARE COPPER CONDUIT ACCESS TBD; SEE SUPER - SKIMMER - DRAINLINE - TRAVERTINE LID FUTURE --------------------- POt:AlZM360------------------------ MDX W/ SDX / 6'-0" � (2) 2 F/Rs 3'-6" \ DEEP DEEP / (2) NICHELESS LTS J -BOX BENCH ------------------------------------------ ---- - -- DESIGNER SERIES HANDRAIL (DR-D3D50065-FL) —PROPERTY LINE N5' B.R.L ----------------------------------------------------- -TRAVERTINE PAVER COPING DESIGNER FL) Customer Info Name: Schneidereit-Brechbill Job #: 2480 Address: 320 10th Street N Zip: 32233 Neighborhood: Atlantic Beach Builder: Heritage Project Manager: Jonny Pool SDecification Perimeter: 80 L.F. Square Footage: 362 Sq, Ft. Est. Total Gallons: 10172 Gal. LST: 22 GPMs HST: 43 GPMs Deck Area: N/A Lanai Area: N/A Footer: N/A Dist. to P/E: 34 L.F. ' B.R.L Spa -VSSHP220AUT Perimeter: 26 L.F. - CS 250 �` - PLC 1400 -JXi 400P - 3 WAY & CHECK VALVE FOR BY PASS o - 6614 AP -L PURELINK RS - PS4 - iQ20A \ - PSB 120 AIRBLOWER O Q - PX 10OW TRANSFORMER - 5 PORT ]-BOX LL! - (1) JLU4C 6W 100' LT 0 O U V Ck v - (2) JLU4C 24W 100' LTS —PROPERTY LINE N5' B.R.L ----------------------------------------------------- -TRAVERTINE PAVER COPING DESIGNER FL) Customer Info Name: Schneidereit-Brechbill Job #: 2480 Address: 320 10th Street N Zip: 32233 Neighborhood: Atlantic Beach Builder: Heritage Project Manager: Jonny Pool SDecification Perimeter: 80 L.F. Square Footage: 362 Sq, Ft. Est. Total Gallons: 10172 Gal. LST: 22 GPMs HST: 43 GPMs Deck Area: N/A Lanai Area: N/A Footer: N/A Dist. to P/E: 34 L.F. ' B.R.L Spa PROPERTY LINE OFFICE COPY Scale: 1/8" = V-0" Company Designer: Kyle Division: Judd Address: 600 St. Johns Bluff Rd. N, City: Jacksonville State/Zip: FL / 32225 Phone #: 904.223.4050 Fax #:904.223.0735 E-mail: Info@pbjc.com License #: CPC 009595 & 1457425 Perimeter: 26 L.F. ELI �` Square Footage: 42 Sq. R. zz Hydraulics (�O \ PUMP #1: MDX-R3 & SDX ON SIDE Branch Line: 3" O Q H Z ®m LL! Trunk Line: 3" 0 O U V Ck v d O Return Line: 2.5" iuP< Skimmers: 1 C] Z cc Jandy Pump: VSSHP220AL T V15O Q Jandy Filter: CS 250 —!N Z Heater: JXi 400P CC a H nILL, � Minimum TDH: -54' Maximum Flow: 117 GPM's a �OwW UJ LU S Safety o SAFETY U UJ W W 1: FENCE BY OTHERS > uJ j 1 SAFETY 2: Safety Buoy Pool Alarm cc 77. PROPERTY LINE OFFICE COPY Scale: 1/8" = V-0" Company Designer: Kyle Division: Judd Address: 600 St. Johns Bluff Rd. N, City: Jacksonville State/Zip: FL / 32225 Phone #: 904.223.4050 Fax #:904.223.0735 E-mail: Info@pbjc.com License #: CPC 009595 & 1457425 MAP SHOWING BOUNDARY SURVEY OF 13EANW RKK LB 3857 LOT 9, BLOCK 12 TOGETHER WITH THE WEST 20 FEET OF LOT 7, BLOCK 12 ELEVATION: (9.05) AS SHOWN ON MAP OF ELEVATIONS SHOWN HEREON A MANTIC BEA CH REFER TO NAVD OF 1988 AS RECORDED IN PLAT BOOK 5 PAGES 69 OF THE PUBLIC RECORDS OF DUVAL, FLA. TENTH ,STREET CERTIFIED T0: HERITAGE HOMES OF JACKSONVILLE (EAGLE PASS DRIVE PER PLAT) Iso (40' RIGHT OF WAY) .134 FFlCE C Y .� a7 (BEARING BASE AG',SUMED) 180.00' S89'55'33"E 70.00'(P) Approved By Permit De 50.00-(P 20.00 30.00' 30.00'(P) Building Department WM �' � City of Atlantic Beach, -7 o N C4 Q ' ® 3 B.R.L. (9.3) O -- -- 6.0' I 2 ®U F..� 90 dI DENOTES FOUND 1/2- m : d 0 IRON PIPE NO I.D. a,I m UNLESS OTHERWISE NOTED ux WM - DENOTES WATER METER ® 1:(9.4) O M 9.0' p r- M _ N 0- SOURCE BENCHMARK: SET N&D LB 3857 f7' E. OF ®Q W o W'LY PROP CORNER, f 10' N M is '� OF R/W t 1.0 IN ASPHALT Q ih OF TENTH STREET. IN FRONT Qp OF LOT 18 UNK BLK Z b ADDRESS -230 TENTH STREET Q N PAINTED ELEVATION: (11.22) .8.z ELEVATIONS SHOWN HEREON (0.0) - DENOTES EXISTING TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) REFER TO NAVD OF 1988 F (9.6) f FOUNDATION; W.O. X173071; 05-16-19; (FIELD) LOT do HOUSE STAKE OUT (GOOD -SET F.F.E.); W.O.# 172426; 04-19-19 (OFFICE) f THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN o ON FLOOD INSURANCE RATE MAP 0409 J FOR DUVAL COUNTY, FLORIDA, F_i.R.M. INDEX DATE 11-02-18 x(8.6) N LOT ALL AMERICAN SURVEYORS OF FLORIDA, INC. WE REMAINDER OF urs Stow- m - .r f SW ,� RAM WX 11 - � ggWK °�7 - W#AN-OW _ 1� S Aa M57 S )2 'QF T 7 OF LOT % THIS IS TO CERTIFY THAT THE ABOVE L NOS WERE SURVEYED 1 Z-51 (VAC T) B(• 2T BLOCK 12 Leoend UNDER MY RESPONSIBLE SUPERVISION AND DIRECTION, THAT - L._.--____ —_ T 3.900 SQ. FT. al : rwpm PAY. - powA 1R uvwwa THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND THAT -t $' B.R.L. cac . FOUND P.T, - v a T 9wy THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL ° 20 00' � - kit. _ POINT a amri STANDARDS SET FORTH BY THE FLORIDA BOARD OF ALL 50.00'(P) 1.P. - FOM no P.m - POINT"M OF RNve91 U aunt PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO AY6y09�:AN L& � P.e.O. _ ►ORNr ae cowPOWro aunt iRL - WRONG REVOKMON 104 CHAPTER 472.027 / CHAPTER 61G17-6, FLORIDA STATUTES. N89'55'33'OW 70.00' A - Pp., _ ,,,�, ,�,1 SVRVEYORS DEW LO, - SURVEY NOT VALID UNLESS EMBOSSED BY SERI. OF ���' LOT 12 cc> : �NAO"" A/C All " BLOCK 12 LOT 10 LOT 8 MAY NOMD:WIMNAL Owwx Mum „I, Omm JAMES D. ►1ARRISON. it. N, 2647 BLOCK 12 BLOCK 12 F - a>WER LW - NOT TO Mk, RIP . MONT-OF-w PA _ POW OF .mRSEMN SCALE 1'-20' 1 A f�1RRETT, tb E643 r - /- CODE Or *A" ,� • % . _7OP OF SAW_ 9 CWs} - WTTN sFOCI d u -LAMMED KMVA4 03-22-19 DATE ISTERED SUt= AND00ER F.B. N A D.C. 65917-173071 DIY. 8Y DEL W.\2019 (85400)\HERITAGE 1tOMES 06 TLANTIC BEACH 0. X Ap, 97Ji171-FNO FU 65917 „ ,,,, City of Atlantic Beach CIV APPLICATION NUMBER >'' •..- Building Department OCT (To be assi ned by the Building Department.) i� 800 Seminole Road OCT 1 L':' 1� } -°C), . �� (�_ ,75 , -, Atlantic Beach, Florida 32233-5445 L ° (C Phone(904)247-5826 • Fax(904)247-5845v. ` 1 �” ^'I D,'11 jr E-mail: building-dept@coab.us • -- - Date routed: 4 L-- ( 1 ) City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Department review Property Address: -32-C.; � l//� �� � De required Yes No _p / ) ` Build�g% --. ___ Applicant: t COLS Y>cS cFin,;� e L.Ac.KSon.)Manning &Zoning-5 r--. Tree Administrator Project: `._ I,��;t"V\PA .'J:(l 00 C.... Qublic 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 T Florida Dept. of Environmental Protection Florida Dept. of Transportation _ . St. Johns River Water Management District / ' Army Corps of Engineers - Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I 'Approved. Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING — Reviewed b • , 4 • Date:At-fit TREE ADMIN. Second Review: Approved as revised. [ 'Denied. I INot applicable// PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by-_} ////� . /_ ate: -- 1 FIRE SERVICES Third Review: I" Approved as revised. I (Denied. Not applicable Comments: Reviewed b K ate: y-30-20 Revised 05/1912017 tft L I VW .s-1?.,, Revision Request/Correction to C BY Jennifer Johnston at 1:03 pm, Apr 30, 2020 / '!4`'!4` City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 `''+�:s'�r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: Pool19-0036 ED Revision to Issued Permit OR Corrections to Comments Date:04/27/2020 Project Address: 320 10th St Contractor/Contact Name: Pools by John Clarkson Contact Phone: (904)838-6468 Email: dex@pbjc.com Description of Proposed Revision/Corrections: Adding wooden deck i 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 E Yes (additional s.f. to be added: L -I 0 ) • ill proposed revision/corrections add additional increase in building value to original submittal? LjNo DYes (additional increase in building valu . I 7, �X ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) pproved L. Denied Li Not Applicable to Department Permit Fee Due $ Revision/Plan Review Comments Department Review Required: / :=g& zoning Ze''' y Tree Administrator Public Works k).....,. Public Utilities (--( ",,g,C Public Safety Date Fire Services Updated10/17/18 41-0" 91-0" "'5' B.R.L 1 k., i - COMPOSITE DECK BY PBJC - TIMBERTECH LEGACY WHITE WASHED CEDAR ):j - 12"x12" FOOTER TO SUPORT SUB-FLOOR POSTS Ali t...._„,. 11-11" 6 01-1 /6'-0" • , 3'-6" \ - - —3" OR MORE OFF THE — 0 4— GROUND )\DEEP DEEP/ - BOARDS TO HAVE SIZE 16 PENNY NAIL GAP .. 251-6" > I 1 I I BENCH 0 0 • [1 _ 43. 0" T 0 "J+18" • CD —+18" 13'-10" -__ COVERED LANAI --.. rs,51 B.R.L oi NOT INCLUDED 7 - 1 a I . I . I I I . , I t -I ACCESS Wood Deck Plan o Sark'18"•1. 01-1 - COMPOSITE DECK BY PBJC - TIMBERTECH LEGACY WHITE WASHED CEDAR - BOARDS TO HAVE SIZE 16 PENNY NAIL GAP i____------- 2x6 P.T. PINE BEAM ______ ______,5-_-- -•;-__.-----" (EVERY 16' 0.C)