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920 Sailfish Dr POOL19-0035 Pool/Paver Deck rS1 Lv% SWIMMING POOL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH POOL19-0035 10/16/2019 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 4/13/2020 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: 920 SAILFISH DR SWIMMING POOL SWIMMING SWIMMING POOL AND $45000.00 POOL RESIDENTIAL PAVER DECK TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171164 0000 ROYAL PALMS UNIT 01 COMPANY: ADDRESS: CITY: STATE: ZIP: COASTAL LUXURY PONTE VEDRA 115 Solana Rd Suite C FL 32082 OUTDOORS LLC BEACH OWNER: ADDRESS: CITY: STATE: ZIP: STEVENS LISA 920 SAILFISH DR ATLANTIC BEACH FL 32233-4219 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. s Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 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: 10/16/2019 1 of 2 E_________-_0--/-7c."—,P*;„. SWIMMING POOL PERMIT PERMIT NUMBER POOL19-0035 CITY OF ATLANTIC BEACH800 SEMINOLE ROADISSUED: 10/16/2019 w ATLANTIC BEACH. FL 32233 EXPIRES: 4/13/2020 3 PUBLIC WORKS I POST CONSTRUCTION TOPO SURVEY I 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 feet 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 DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $280.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $140.00 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 $7.80 STATE DCA SURCHARGE 455-0000-208-0600 0 $5.20 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $683.00 Issued Date: 10/16/2019 2 of 2 0rv.tr City of Atlantic Beach APPLICATION NUMBER 111'401 Building Department (To be aned by the Building Department.) 'L - 800 Seminole Road p .Z �� Atlantic Beach, Florida 32233-5445 assi CDO L( I —00 3S Phone(904)247-5826 • Fax(904)247-5845 10, E-mail: building-dept@coab.us Date routed: 9Q 1/ 1 2- 11 c) City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ' Zd SP1/4ILF1 (-1 �J f2- Department review required Yes No uilding Applicant: `D 5 1#AL L0 2L( a TOCOnning &Zoning Tree Admin or Project: OC:) (, �- ��K ublic 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 /C:t St. Johns River Water Management DistrictArmy Corps of EngineersDivision of Hotels and RestaurantsDivision of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: 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 Buildingti .:,..., Permit Application OFFICE COPY pp Updated 10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. Job Address: g30 $0,1 Fish- t (') S I— Permit Numb :P6U 1,( � — `'O ss g Description1-6}- I lei 3'()e V.,1411 u ( \ LAMA-�N) 5.R1Dm._ RE#G , , (Lf . 'OO� Legal Valuation of Work(Replacement Cost)$ 4b,000 Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo Pool ❑Window/Door • Use of existing/proposed structure(s): OCommercial ❑Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Remoal Permit) ONo Describe in detail the type of work to be performed: ___\_s\.%•�(l.Or�O IW i crow\` 617-( lir ViPVQt, c .C-sc O Florida Product Approval# for multiple products use product approval form Property Owner Information ��� �� � ` ! ��� Name L:S0 i\� Address City PA-\c c is A State E. Zip \ �}2 Phone 1 - a E-Mail ULP� �,Q._tl- ()..1.1‘\%Q-zi-Y" Owner or Agent(If Agent, Power o Attorney or Agency Letter Required) Contractor Informati•n e-, Name ofCompa y _ :Ib - IA_ ..1.......— JU �Q . . in_ A_ent .L:— N,,) .JI.6-6 Address � 't.. ! City st K e at ,� Zipr Office Phone 104-1" ' v Y� Job Site Contact Nuer . t. S 4a.i 'rL - 35- cC(`S State Certification/Registration# lk. (�'S' 11 6E-Mail \{t& C1<) 0,6A I,LC :` ti,C1_W1 Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer ‘/VC 2.-C&C22.6.011.0 OR Exempt❑ Expiration Date I f(tel ZC,7C_., 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 regulating 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 FINANCI , CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y UR JO CE OF COMMENCEMENT. Ye l .t y7-) (;;;24(1.1.1..._ (Signature of Owner or Agent) (Signaturebf Contractor) Signed and sworn to(9{affirme•)beforeGi this ? day of ' ned a d sworn to(or of iirme• 'before me •• t day isf s O `i i..* mac': n • iw4 a 4 .... ......... WV& Signa ) v_ ] i•r- • •o .ry) ;4%3I"' CHRIS A .-z-f;, . CHRIS ANN CRS :•_ MY COMMISSION# 017906 •ffs "iCOMMISSION K GG017908 '�' eerso � .y.. ,nR Pers r(. ?P :wn EDAPIRES September 03,2020 ]PPod'ucg:.:� 'tific3�ionRES September 03,2020 ]Prod(iced Identi ' a '•• Type of 1. . . Type of Identification: • ; l,1 , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 55, ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 9/19/2019 Permit#: POOL19-0035 Site Address:920 SAILFISH DR Review Status: Denied RE#: 171164 0000 Applicant: COASTAL LUXURY OUTDOORS LLC Property Owner: STEVENS LISA Email: chris@coastalluxurypv.com Email: LAPSTEVENS@AOL.COM Phone:9045432626 Phone: 8609613125 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Submit 2 copies of the structural drawings of the pools steel/rebar cage. Should include rebar size, spacing, edge perimeter reinforcement if applicable. Signed and sealed not more than 2yrs old date. 2. Noticed in my plan review that there was not written anywhere to what Building Code era this pool was designed to or built to. Please resubmit this information on the Cover Page that was submitted under a title such as `DESGIN CRITERIA', 2017 6TH Edition FBC-Residential, Chapter 45,Private Swimming Pools. This would complete what is already a great cover page. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us i').1-Ci/J / - /,4/ 9 ./ q /7 rkt )/ Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which Coastal Luxury Outdoors COASTAL LUXURY 115 Solana Rd, Suite MilOr Ponte Vedra Beach,FL 32082 Office (904) 543-2626 Fax (866) 609-2717 CPC 1458340 Project Name: Lisa Stevens Date: 9-10-19 Address: 920 Sailfish Drive West Atlantic Beach, FL 32233 Construction: Inground Concrete Swimming Pool Occupancy Class: Single Family Dwelling Group R-3 Lot Coverage: Lot Area: 9,004 sq ft House: 1,232 sq ft Concrete/Brick: 964 sq ft New Pool Deck: 404 sq ft Pool: 288 sq ft Total Coverage: 2,888 sq ft Percentage: 32% Index: Cover Letter (2) Notice of Commencement Permit Application Tree Removal Affidavit Checklist • 2 Sets of TDH/ANSI/APSP 7 pgs. 1 — 3 • Main Drain Data Sheet pg. 4 • Pump Data Sheet pg. 5 • Cartridge Filter Data Sheet pg. 6 • Heat Pump Data Sheet pg. 7 2 Sets of Plans 1. Pool Drawing pg. 8 2. Plumbing pg. 9 3. Survey pg. 10 4. Storage Volume Data pg. 11 5. Drainage pg. 12 rs,A11-, Revision Request/Correction to Comments **ALL INFORMATION � HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: HOC)t<I Revision to Issued Permit OR Corrections to Comments Date: q )ZS1ZO t Project Address: 9 Zd S Al F .l4 D12- Contractor/Contact Name: T 11t� Contact Phone: 904 -S'43 -7 C ZG Email: J t ntOcOn.ste-14..v,cveyPd.c. Description of Proposed Revision/Corrections: P¢oJct 5;am.pe-- NGinreee.hv De4h>/N6S Ge-N ee..4L Nara "2 A.D.Dess85 TE4Lo as 7-pi e, r cz� . WILL S & sY 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? YJ No E Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? P)No -*Yes (additional increase in building v ue: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: W arz_cEk As. � atY7`. (Office Use Only) 4:Troved Denied Not Applicable to Department Permit Fee r ue $ 5v e 0 Revision/Plan Review Comments Department Review Required: Building • g : Zoning viewed By Tree Administrator Public Works _ Public Utilities / Public Safety Date Fire Services Updated 10/17/18 - y\J\I./-1 r 'sr s s CITY OF ATLANTIC BEACH SS\ ": 800 SEMINOLE ROAD �, ATLANTIC BEACH, FL 32233 OFFICE COPY (904) 247-5800 BUILDING REVIEW COMMENTS Date: 9/19/2019 Permit#: POOL19-0035 Site Address: 920 SAILFISH DR Review Status: Denied RE#: 171164 0000 Applicant: COASTAL LUXURY OUTDOORS LLC Property Owner: STEVENS LISA Email: chris@coastalluxurypv.com Email: LAPSTEVENS@AOL.COM Phone: 9045432626 Phone: 8609613125 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction C• - ments: 1. Sub , t 2 copies of the structural drawings of the pools steel/rebar cage. Should include rebar si , spa,ing, edge perimeter reinforcement if applicable. Signed and sealed not more than 2yrs old datg. 2. Not ed in my plan review that there was not written anywhere to what Building Code era this pool was design- 4 to or built to. Please resubmit this information on the Cover Page that was submitted udder a title such as P SGIN CRITERIA', 2017 6TH Edition FBC-Residential, Chapter 45, Private Swimming Pools. This would co e - - what is already a great cover page. . ft y Building /0- / - '? Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN . . 't City of Atlantic Beach Building Department GRAY IS REQUIRED. 1 800 Seminole Rd, Atlantic Beach, FL 32233 '\��v Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: POOL 19-0035 El Revision to Issued Permit OR El Corrections to Comments Date:10/04/2019 Project Address: 920 SAILFISH DRIVE,ATLANTIC BEACH, FLORIDA 32233 Contractor/Contact Name: KEVIN CARROLL/JIM WELCH Contact Phone: (904)543-2626 Email: JIM@COASTALLUXURYPV.COM Description of Proposed Revision/Corrections: PROVIDED DETAILED WATER RETENTION INFORMATION DENOTED RUNOFF TO STREET I KEVIN CARROLL/JIM WELCH 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? EINo El Yes (additional s.f.to be added: ) '/'`, • ill proposed revision/corrections add additional increase in building value to original submittal? I No E*Yes (additional increase in building value:$ ) (contractor must sign if increase in valuation) *Signature of Contractor/Agent: �kd k.„.s AcQ(A4,7- (Office A4T(Office Use Only) v'1 ,proved _ Denied _ Not Applicable to Department Permit Fe_ 'ue $ ...5 , 00 Revision/Plan Review Comments 6.e0.tOG7 to pre `C - ...,00 Tell() Copy Revr S ov.. docc1 r✓`-l4Tt ° PAY I.o-e.. . Department Review Required: „^ ��uilding y 1 1)/- —P a &Zoning- Reviewed By Tree Administrator ��icli c Works `, Public Utilities /0 if- l Public Safety Date Fire Services Updated 10/17/18 d 1 7, Siil• , W go �'`• " JOB COPY 4 Comp. By: Jim Welch Coastal Luxury Outdoors poi k s Date: 9/10/2019 x or sA' Public Works Department City of Atlantic Beach Permit No: Address: 920 Sailfish Drive West Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored(cubic feet) C=Runoff Coefficient,0.92,the difference between impervious area(C=1.0) and undeveloped conditions(C=0.08). A=Impervious Area(square feet) R=25-yr/24-hr rainfall depth(9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area= ft2 Total Impervious Area = ft` = 32.1% Pool 288 50% 144 Deck&coping 404 404 Added Impervious Area(A) = Added Impervious 548 v. 0.92 x 547.5 x 9.3 I 12 V= 390 ft' Provided Storage: Area 1 -Relative Elev. Area Storage Sideslope: 2 :1 (ft) (ft2) (ft3) 144 BOTTOM size: 9 X 16 260 202 TOB size: 13 X 20 Area 2-Relative Elev. Area Storage (ft) (ft2) (ft3) 0 BOTTOM size: 0 X 0 ' 0 0 0 TOB size: X 0 Area 3-Relative Elev. Area Storage (ft) (ft2) (ft3) ,i(1 0 BOTTOM size: 0 X 0 0 0 0 0 TOB size: X 0 Inground Storage: =A*d/pf Total Storage Area at TOB(A)= 260.0 ft2 Depth to ESHWT from BOTTOM(d)= 2.0 ft,default is 2.0 ft,verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided= 208.0 ft3 Required Treatment Volume= 390 ft3 Supplied Treatment Volume= 410 ft3 Retention Test sample for 920 Sailfish1.xlsx 9/10/2019 rS.:nj74, City of Atlantic Beach APPLICATION NUMBER JS ' r, Building Department (To be assigned by the BuildingngDepartment.) V 800 Seminole Road POO L(CI— 0 35 9 s p 1 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 �;�.' E-mail: building-dept@coab.us Date routed: I / 1 Z jt c) City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: q Z O SPOLFIS4-4 -- Department review required Yes No `ilning Applicant: Q_cio„..s-r,A(--• L1710U2l- ca.,-(0(X)e-- - -nning &Zoning e�dmm r. or Project: k' 00 L � .1K C public 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 n , ,\� \fiFlorida Dept. of Environmental Protection �J Florida Dept.of Transportation a�C St. Johns River Water Management District V �C Army Corps of Engineers Q Division of Hotels and Restaurants \ Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. nNot applicable (Circle one.) Comments: BUILDING , , PLANNING &ZONING Reviewed by:i 6Q cDate: I-1 Z- I Ct 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. I IDenied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 , ,a- ' r,,, TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY City of Atlantic Beach PERMIT# Community Development Department 800 Seminole Road Atlantic Beach,FL 32233 „' �,<� r (P)904-247-5800 SITE INFORMATION ADDRESS Ia tI G1.,`hi,• t`3. -- SUBDIVISION p cj M BLOCK 4 LOT 16 RE# \ 11- kr l MD RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION 4I NAME (5d- / Wk-nt(i(—'6(M PHONE# ADDRESS 9 1, 0,,,Q I- -\-Th 0, s4- 1.k- CELL# CITY }`a t q 1�k STATE RSL ZIP CODE 30.o 33 EMAIL `a.c'� J p n� c t,c,;.„,i,c\ E\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. I HEREB CERT Y THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or AuthorizedAgent Usk- S��/c-�Ils 8:igi(? SIGNATOR F A PLICANT PRINT ORTYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME,, /�,� 1 W )A�L DATE Signed and sworn before me on this day of j,), t ) JJ' , ow I by State of Lk -�&-CA) Q- County of ak,Q) Identification verified: P 1A(1.6il Oath Sworn: Yes ❑ No ,60�` ✓T�� :?.?*tip .. CHRIS ANN MYERS No ry Signature _ MY COMMISSION#GG017906 EXPIRES September 03,2020 My Commission expires I ' 3 /,. v 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 JACKSNVILLE TREE REMOVAL/SITE CLEARING APPLICATION BEACH JOB ADDRESS: 602 13th Avenue S., Jacksonville Beach, FL 32250 PERMIT# INSPECTION REQUEST LINE(904)247-6107 A survey or drawing showing the location and identification by common name and Diameter at Breast Height (DBH) of protected trees to be removed, relocated, and/or retained shall be submitted with this application. TYPE OF WORK: E. Site Clearing for new development, additions, screen rooms, accessory structure, driveway, etc. --The property has no protected trees ❑ The property contains protected trees, but none are proposed to be removed as part of the improvement, construction,paving or surfacing. ❑ The property contains protected trees. (Attach Tree Survey, showing proposed improvements and trees marked accordingly). ❑ Tree Removal ❑ The tree is diseased, damaged, dangerous and/or hazardous and need to be removed; and/or ❑ Tree is an exempt species Number of trees Common species name (if known): TREE LOCATION: ❑ Private Property ❑ Public Property (Right-of-Way) Approximate Location on Property ***TREE(S)MUST BE CLEARLY IDENTIFIED AND MARKED WITH FLAGGING TAPE*** Permit becomes void if work is not completed during six month period. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Gary A. Jerri and/or Patricia S. Jerrim Phone WI- 413- ij(RS • Signature of Property Owner: (Affix Notary Seal Below) . ••� t or affirmed) and sub cribed bef a me this la day o 20 I 1.k CHRIS ANN MYER r„a e of Notary Public 1 '$ •:•= MY COMMISSION#Go_ y4 Chris A. 1VI er ' r,�� •,•� EXPIRES September 031�C Name: y ❑Personally Known •entification: Name of Company oastal Luxury Outdoors Qualifier Kevin Carroll Address: 115 Solana Rd Suitecity Ponte Vedra BeState FL Zip 3208;Phone 904-543-2626 Signature of Contractor: < <,,y, c1 �rr�c . •• to(or affirmed) and cri ed befor me this i 0 day o 20 19 `;;i?. CHRIS ANN MYEl e of Notary Public 4 1/"N c*: •'- MY COMMISSION#GG017 ' EXPIRES September 031'�@� , Name: Chris . Myers Personally o dentification: OI Affi `,►. .. .. DO NOT WRITE BELOW THIS LINE: OFFICE USE ONLY Approved Disapproved Reviewer Initials/Date ❑ Tree Protection Regulations Apply Inches Saved Inches Removed Comments: 11 NORTH 3RD STREET PHONE(904)247-6235 FAX(904)247-6107 FBC 6r”EDITION(2017) REVISED 1/1/2018 ,T_-vir�„ Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN J " City ty of Atlantic Beach Building Department GRAY IS REQUIRED. v 800 Seminole Rd, Atlantic Beach, FL 32233 ` Y Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT if: POOL 19-0035 El Revision to Issued Permit OR Fl Corrections to Comments Date:10/04/2019 Project Address: 920 SAILFISH DRIVE,ATLANTIC BEACH, FLORIDA 32233 Contractor/Contact Name: KEVIN CARROLL/JIM WELCH Contact Phone: (904)543-2626 Email: JIM@COASTALLUXURYPV.COM Description of Proposed Revision/Corrections: PROVIDED DETAILED WATER RETENTION INFORMATION DENOTED RUNOFF TO STREET I KEVIN CARROLL/JIM WELCH 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 ri Yes (additional s.f.to be added: ) 4 '‹ • ill proposed revision/corrections add additional increase in building value to original submittal? *Ail! ®*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: l - )-9' kk<5 P,, Q Invr (.1 (Office Use Only) Approved I Denied -I Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: rg---"r a &Zoning -- , Reviewed By Tree Administrator --Publi Works__ I r7 1 Public Utilities Public Safety Date Fire Services Updated 10/17/18 tAn;. City of Atlantic Beach flECEIV E APPLICATION NUMBER Building Department (To be assigned by the Building Department.) '� 800 Seminole Road SEP q T Atlantic Beach, Florida 32233-54 ` E L 2019 �Od�-l V OO �� V Phone(904)247-5826 • Fax(90 47-5845 I •Z 1 ;i 0' E-mail: building-dept@coab.us BY; Date routed: Q I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: q z� SCAILFISI-4 FZ- Department review required Yes No uEIing Applicant: Q.syks-cAL, Luxue.J.tcra ,Loa G� nning &Zoning—) Tree Administrator Project: P 00 Cr. t_ ) �K F�ublic 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 C/ Florida Dept.of Transportation >C St.Johns River Water Management District �C Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: nApproved. ,Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b : Date: TREE ADMIN. Second Review: Approved as revised. Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: i f_ _ Date: A® '/�r'r FIRE SERVICES Third Review: lApproved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 , is riv\-JJJ"l ' CITY OF ATLANTIC BEACH rl_4 �\A\ Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 `-' J;3l9'' (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 9/16/19 Applicant: Coastal Luxury Outdoors Permit #: POOL19-0035 Email: chris@coastalluxurypv.com Review Status: DENIED Property Owner: Lisa Stevens Site Address: 920 Sailfish Drive W. Email: lapstevens@aol.com THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: ik • Provide a detailed plan of water retention area and how water runo tsssttoo r1 S E D retention areas and then to street. • The water retention area is directly at the big tree on the property, which is not allowed. PUBLIC WORKS CONDITIONS OF APPROVAL: APPROVED (The following comments will be printed on your permit as Conditions of Approval) (Litt /, ,//✓y. • 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. • All runoff must remain on-site during construction. • 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. • Pool Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). • 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. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site during construction. • All old decking and debris must be removed from job site by Contractor. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Page 1 of 2 - w . .~ \ 41.- ~^~ ~~~ a . . ~-~ ~ Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. De)hia he Se -4-0 1�cam ov 1Nove\eOwM- V'QX 0e) Page 2 of 2 I ' \ Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 '"'S3'r Phone: (904) 247-5826 Email: Buildin -Det coab.uS PERMIT#: POOL 19-0035 8 p@ ❑Revision to Issued Permit OR n Corrections to Comments Date:10/04/2019 Project Address: 920 SAILFISH DRIVE,ATLANTIC BEACH, FLORIDA 32233 Contractor/Contact Name: KEVIN CARROLL/JIM WELCH Contact Phone: (904)543-2626 Email: JIM@COASTALLUXURYPV.COM Description of Proposed Revision/Corrections: PROVIDED DETAILED WATER RETENTION INFORMATION DENOTED RUNOFF TO STREET !KEVIN CARROLL/JIM WELCH affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ONo ❑Yes (additional s.f.to be added: ) `/` • ill proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: Il ��...9__ lis 14Q,N7 (Office Use Only) 4proved E Denied — Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments r Department Review Required: arming&Z6nif g--�-- flECE1VE1j Reviewed B Tree Administrator -, OCT 09 2019 Public Utilities ii APS /.- `f Public Safety 3Y: ,date Fire Services Updated 10/17/18 11 It 4 _ , t ..." t , % , .:; .'.. - k A %.,: ... .. _ , .... ...,. ........ . <,--, :. ... NN, '` , fi rt i. \C cc << <\ ct S� f ( � (t' St �+ rC 4 t 4S4k .i 1.....--4.sA ,4.. -.... ), .'' IN1 \ 44`i b• .4, ° 46 lib k w 13 lksi CZti �. 1••• • , 1,, '\\ e Comp. By: SW Date: 9/13/2019 Ifit r Public Works Department City of Atlantic Beach Permit No: POOL 19-0035 Address: 920 Sailfish Drive West Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored(cubic feet) C= Runoff Coefficient, 0.92,the difference between impervious area (C=1.0) and undeveloped conditions(C=0.08). A= Impervious Area (square feet) R= 25-yr/24-hr rainfall depth (9 3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area= ft2 Impervious Area (A) = ft2 = 6.1% V= 0.92 x 545.0 x 9.3 / 12 V= I89 ft3 Provided Storage: Area 1 -Relative Elev. Area Storage Sideslope: 2 :1 (ft) (ft2) (ft3) 0.0 144202 BOTTOM size: 16 X 9 1.0 260 TOB size: X 13 Area 2-Relative Elev. Area Storage (ft) (ft2) (ft3) 0 BOTTOM size: r X n 0 TOB size: X Area 3-Relative Elev. Area Storage (ft) (ft2) (ft3) 0 BOTTOM size: 0 X 0 0 TOB size: X 0 Inground Storage: =A*d/pf Total Storage Area at TOB(A)= 260.0 ft2 Depth to ESHWT from BOTTOM (d)= 2.0 ft,default is 2.0 ft, verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided= 208.0 ft3 Required Treatment Volume= 389 ft3 Retention Sailfish Drive West 920 9/13/2019 ,...,. V-fi--' •r---'• •Arrif)z) ..4,e..- ".• :••,, 'w•\ i'-',/, ‘--q.;. •cf,...45,!--•- . . rionlris-q..:i0 2 410Vil lilduci riof,z.18 aitnsliA '..o ytt0 . 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'''' https://www.google.com/maps/place/920+Sailfish+Dr+W,+Atlantic+Beacn,+FL+32233/@30.3347062,-81.4139394,.,,75y,11J 9/13/2019 Coastal Luxury Outdoors COASTAL LUXURY 115 Solana Rd, Suite MIFF Ponte Vedra Beach,FL 32082 Office (904) 543-2626 Fax (866) 609-2717 CPC 1458340 Project Name: Lisa Stevens Date: 9-10-19 Address: 920 Sailfish Drive West Atlantic Beach, FL 32233 Construction: Inground Concrete Swimming Pool Occupancy Class: Single Family Dwelling Group R-3 Lot Coverage: Lot Area: 9,004 sq ft House: 1,232 sq ft Concrete/Brick: 964 sq ft New Pool Deck: 404 sq ft Pool: 288 sq ft Total Coverage: 2,888 sq ft Percentage: 32% Index: Cover Letter (2) Notice of Commencement Permit Application Tree Removal Affidavit Checklist • 2 Sets of TDH/ANSI/APSP 7 pgs. 1 — 3 • Main Drain Data Sheet pg. 4 • Pump Data Sheet pg. 5 • Cartridge Filter Data Sheet pg. 6 • Heat Pump Data Sheet pg. 7 2 Sets of Plans 1. Pool Drawing pg. 8 2. Plumbing pg. 9 3. Survey pg. 10 4. Storage Volume Data pg. 11 5. Drainage pg. 12 ' s cComp. By: Jim Welch Coastal Luxury Outdoors A ;s) Date: 9/10/2019 ars v%' Public Works Department City of Atlantic Beach Permit No: Address: 920 Sailfish Drive West Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored(cubic feet) C=Runoff Coefficient,0.92,the difference between impervious area(C=1.0) and undeveloped conditions(C=0.08). A=Impervious Area(square feet) R=25-yr/24-hr rainfall depth(9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area= :,4..;: ft2 Total Impervious Area = z;; ,, ft` = 32.1% Pool 288 50% 144 Deck&coping 404 404 Added Impervious Area(A) = .. Added Impervious 548 V= 0.92 x 547.5 x 9.3 / 12 V= 390 ft Provided Storage: Area 1 -Relative Elev. Area Storage Sideslope: 2 :1 (ft) (ft2) (ft3) _, 144 BOTTOM size: 9 X 16 260 202 TOB size: 13 X 20 Area 2-Relative Elev. Area Storage (ft) ( ) (ft3) 0 BOTTOM size: 0 X 0 0 0 TOB size: X 0 Area 3-Relative Elev. Area Storage (ft) (ft) (ft3) 0 BOTTOM size: 0 X 0 0 0 TOB size: X 0 Inground Storage: =A*d/pf Total Storage Area at TOB(A)= 260.0 ft2 Depth to ESHWT from BOTTOM(d)= e: 0 ft,default is 2.0 ft,verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided= 208.0 ft3 Required Treatment Volume= 390 ft3 Supplied Treatment Volume= 410 ft3 Retention Test sample for 920 Sailfish1.xlsx 9/10/2019 Perrn , 7t Pod -Do3S' NOTICE OF COMMENCEMENT 4- coon State of Florida Tax Folio No. � , County of Duval 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 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 10,Block 4 Royal Palms Unit One,Plat Book 30,Pages 60&60-A Address of property being improved: 920 Sail Fish Dr West,Atlantic Beach, FL 32233 _ General description of improvements: In-ground swimming pool and any other home improvement Owner: Lisa Stevens Address: 920 Sail Fish Dr.West,Atlantic Beach,FL 32223 Owner's interest in site of the improvement: Fee Simple — Fee Simple Titleholder(if other than owner): — Name: Contractor: Kevin Carroll-Coastal Luxury Outdoors — Address: 115 Solana Rd, Suite C Ponte Vedra Beach, FL 32082 Telephone No.: 904-54-2626 Fax No: Surety(if any) — Address: Amount of Bond$ — Telephone No: Fax No: Name and 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 be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the followingperson to rece Doc#Number 20192108Pages ,OR BK 18929 Page 1175, g 1 49 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Recorded 09/12/2019 10:55 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Name: COUNTY Address: RECORDING $10.00 Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): — THIS SPACE FOR RECORDER'S USE ONLY OWNER +,:"•'• CHRIS ANN NAY jRQ/ :' MY COMMISSION#G60}7 ( Signed: tuber 03 202n Before me this 7 day of t' • k • -- n the County of Duva,State „ • poi y.4. _ CHRIS ANN MYERS Of Florida,has personally appearec `l -'• f': MY COMMISSION#GG017506 Notary Public at Large,State t rra County of Duval. :?�•% ', My commission expires: b ., EXPIRES September 03,2020 Personally Known: ✓' or Produced Identification: ANSI/APSPt 7, 2013 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate Minimum Flow Rate Required: 35gpm per skimmer (required: 1 skimmer per 800 sq ft of surf.area) 1. Calculate Pool Volume 287 X 4.5 X 7.48 (gal./cubic foot) = 9,660 (Surface Area) (Avg Depth) (Volume in Gallons) 2. Determine preferred Turnover Time in Hours: 6 X 60 (min / hour) =360 (Hours) (Turnover in min) 3. Determine Max Flow Rate 9,660 / 360 + = 27 (Volume in Gallons) (Turnover in Min) (Pool Flow Rate) (System Flow Rate) 4. Spa Jets: X GPM per jet= flow rate (No of Jets) (Jet Flow) (Total Jet Flow Rate) (For Single Pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool &Spa) Determine Pipe Sizes: Branch Piping to be 3.0 inch to keep velocity @ 6 fps max.at 138 gpm Maximum System Flow Rate Suction Piping to be 2.5 inch to keep velocity @ 8 fps max. at 117 gpm Maximum System Flow Rate Return Piping to be 2.0 inch to keep velocity @ 8 fps max. at 82 gpm Maximum System Flow Rate Determine Simplified TDH: 1. Distance from pool,to pump in Ft:40 2. Friction loss (in suction pipe) in 2.5 _inch pipe per 1 t. @ gpm = 0.09 (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in 2 inch pipe per 1 t. @gpm=0.10 (from pipe flow/friction loss chart) 4. 40 X 0.09 = 3.6 (Length of Suction Pipe) (Ft of head/I ft of Pipe) (TDH Suction Pipe) 5. 40 X0.10 = 4 (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) Flow and Friction Loss Per Foot (Schedule 40 pvc Pipe) TDH in Piping 7.6 Filter loss in TDH (from filter data sheet)7 Velocity-Feet Per Second Pipe Size 6FPS 8FPS Heater loss in TDH (from heater data sheet)7 37 gpm 0.08' 50gpm .14' Total all other loss 2" 62gpm 0.05' 82 17gp .10" Total Dynamic Head (TDH)21.6 2.5" 88 gpm 0.05' 117 gpm .0808' Y 3" 136 gpm 0.04' 181 gpm .07' Selected Pump and Main Drain Cover: Pump selection PENTAIR INTELLIFLO VS using pump curve for TDH &System Flow Rate (Pump model and size in HP) Main Drain Cover STAR GUARD (System Flow Rate must not exceed approved cover flow rates) (Pump model and size in HP) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required In-floor Suction Outlets: (Check all that apply) • ® <— 3' _ O 2 suction outlets @ 144 gpm max. flow (see note 2) O O O 0 suction outlets @ gpm max. flow (see note 3) O t.. 1 channel drain @ gpm w/ ports (see note 4) TDH Calculation Options ANSI/APSP/ICC Worksheet (For each Pump) Swimming Pool Energy Efficiency Compliance Information Check one Note:These Requirements Apply ONLY to the Filtration Pump ❑ Simplified Total Dynamic Head (STDH) Maximum Filtration Flow Rate Calcutlations Complete STDH Worksheet—Fill in all blanks Pool Water Voume 9,660 _360=27 gpm=filtration flow rate ❑ Total Dynamic Head (TDH) Complete Program or other talcs. Fill in Is there an Auxiliary load on the filtration pump?Yes_NO X required blanks on worksheet &attach If so.what is the auxiliary flow rate gpm calculations Maximum Flow Rate 27 gpm(maximum auxiliary pool loads or ❑ Maximum Flow Capacity the filtration flow rate,whichever is greater. of the new or replacement pump Notes: The pool filtration.flow rate shall not be greater than the rate needed 1. If a variable speed pump is used,use the max to turn over the pool water volume in 6 hours or 36 gpm whichever is pump low in calculations greater. This means that for pools of less than 13000 gallons,the 2. For side wall drains, use appropriate side wall pump shall be sized to have a flow rate of 36 gpm or less. drain flow as published by manufacturer 3. Insert manufacturer's name and approved Suction Pipe size @ 6 fps 2.5 inch maximum flow Return Pipe size @ 8 FPS 2 inch 4. See installation instructions for number of Filter Factors: (Cartridge .375)or(D.E 2)or(Sand 15) ports to be used 200 sq ft 5. In-Floor suction outlet cover/grate must _ = conform to most recent edition of ASME/ANSI (flow rate) (filter factor) (minimum filter size) A112.19.8 and be embossed with that edition Filter Make/Size PENTAIR CLEAN &CLEAR approval Backwash valve?Yes No X (if yes,must be 2 inch min) 6. Pump, Filter and Heater make and model cannot change,and equipment location cannot Pump Selection from APSP database on Curve A(less than 17000 be move closer the pool without submitting a gallons)or C(greater than 17000 gallons) (circle one) revised plan and TDH calculation worksheet for Model PENTAIR INTELLIFLO VS annroval Flow Rate(low speed)72 gpm @ 3450 rpm Velocity-Feet Per Second Flow Rate(high speed) gpm @ rpm(not required Pipe Size 6 FPS 8 FPS if no auxiliary load on filtration pump 1.5" 37 gpm 0.08' 50 gpm .14' Pump Controls 2" 62 gpm 0.06' 82 gpm .10" 2.5" 88 gpm 0.05' 117 gpm .08' Standard time clock/2 speed time clock or other 3" 136 gpm 0.04' 181 gpm .07' AQUA CAL ICE BREAKER 4" 234 gpm 0.03' 313 gpm .05' Heater Model 6" 534 gpm 0.02' 712 gpm .03' Notes: suction piping in front of pump inlet must be 4 pipe diameters in length. Must have 1W'of straight pipe after the filter for solar. 8/20/2019 Date Swimming Pool Specifications for: Owner: LISA STEVENS ,,‘"?; Contr ctors Signature Address 920 SAILFISH DRIVE WEST Kevin J. CarrollCity, State,Zip ATLANTIC BEACH, FLORIDA 32233 Print Name CPC 1458340 Certification Number 904-543-2626 -- Telephone Number CERTIFICATION OF COMPLIANCE Pentair Water Pool and Spa Inc., 1620 Hawkins Ave., Sanford, NC 27330, (800) 831-7133, hereby certifies that the following model numbers meet or exceed the requirements of Section 1404 of the Virginia Graeme Baker Act Pool & Spa Safety Act, VGB 2008 and ANSI/APSP-16 2011 standards and safety regulations as set forth by the Consumer Products Safety Commission: CHART 1 Part No. Open Area Flow Rating Flow Floor Rating Wall 50010X 15 35 in' 144 GPM 112 GPM 50011X 15 35 in= 144 GPM 112 GPM 50012X 15.35 in' 144 GPM 112 GPM 50013X 15.35 in- 144 GPM 112 GPM IAPMO Certified These products were tested and certified to the aforementioned safety regulations, by IAPMO Research and Testing. 5001 E. Philadelphia St. Ontario, CA 91761 —USA 877-4UPCMARK(toll free) Product certification commenced April 2009,test results can be obtained from:www.pentairwater.com and/orhttp://pld.iapmo.org/ 7 Each product contains a circular date stamp on the top or bottom of the product showing the month and year of manufacture. These products are manufactured at Pentair Water Pool and Spa, Inc., Chino, a California in the United States of America. A copy of this certificate is available on the Pentair Water Pool and Spa Inc. website: www.pentairpool.com Note to installer/owner: Enter the information below: Please keep this page as a record of the installation date. Date of Installation: + PENTAIR 1620 Hawkins Ave., Sanford, NC 27330 • (919) 566-8000 Rev. C 10951 West Los Angeles Ave., Moorpark, CA 93021 • (800) 831-7133• (805) 555-5000 INTELLIFL .... v VARIABLE SPEED PUMP Proven dependability that's in a class by itself. , Factory Pro.ol Speeds 90 -- w19Yffn ]ale QIH ' n -•-- 5110 RPM BCn7-,,,,==..1.--,..,es �'� 235U it PM =," .— fano HPM r .. p 70 ,-•11[01. rI...H.-.—..._._.__' ..- _.-_-_-.•-- 15U RaM e. 1 0 9rt9n�.u9uOWN :0 ttl v It 0 ::::: ::: --- -- - 10 10 30 40 50 90 711 41. 90 100 110 120 170 140 I'd/ 140 141 101- VW MWR1 kH I.LOW HAIL 041,5 GAL LUNS VLH MiHU:k How does your pool pump measure... Benefit Up to$1,500'estimated cost savings each year' YES l-nergy',avings up to 90% ;r. YES a,. . Longer pump life YES Perrr,anenf magnet motor,as irl hybrid cars,reduces nurse and v,:.: ,,i,• i , YES '�' Improves f lter and chlorinator performance YES !ielp;reduce algae Hudd-up YES ', cts you add pool features witho.,t reducing p.Irnp efiu_rencyYES Totally enclosed fan.-rooted ITEFC)design protects working parts YES urlt-rn d agncsttcs protect the pump for longer service life YES `i Pi oyrarlimable spc—J gs a':d built-in timer assure opt nr-,rn sp,: i YES for .1 1i: . .:Ir of c, and and run times tency savings Benefit World's first ever variable sp,-. d pool pump More total energy savings than any other pool pump'amriy ir his: . Nearly a decade of proven n-field reliability ni.,isetis all n!r•.er variable speed ;not pump=: I AVAILABLE FROM: > PENTAIR lean - & Clear - x i a M } ; ' •, , ~s* 4i r "'��w• '',+'9 e: x;., .tltkrr,.,' r y -• x z i ..; < ai. t tri k,44 . ,k. ,114 1' ,, . `ir' f 4 •,•,,-, "` 14‘..• .. ty� 'I3: v 1w N.. per .', a Alan.. {Yz 1 3 , - $' 1klik '�` -1. c 3 � tr. � � a r:�" w,y u �+4 � xif. �'.yl` '�yl'�s r4� '1 J a �3 u�`�8 � J' Y v� J a k'yt.3� -...,.:,:1-... ° i;s�rG 1 a ' r �t1r Vt ,t t t', , a, +r� �; f� , ♦ f �r'�4T Y�xtPra: `� rpe��� �1 •14v, •�=;i '"�I• 4• 1 !,:I I. f4 'a"�: -"��" r • '!k '-,�k�"r.�"r�"^f �,�,��,}h.. r 5' +.t6 t i¢�,c,.. 4 5 1&t itt,-,' ,ti, r a Mtr+t' ``y� 'r+.r -,,,•.!.-..,..'1,':.1,-.'.'-.1,,'41,1, i °'�fir 4 :.� y'o,,,N4.:.,,: ,,,� r yj� t I-,'4',:; a ttl 1 p�Yr 'rt „ " ""Tx `r'' 't. ll kt,.. r.. i s 4 hd; kx`t6 R t 5 , •:15'''''•1• 1 -'•� • .1' ‘,"1,..4:',`r t .K. i 7q MM1 `' > �w `, Clamp ring for safe.and quick 1 x t 1 ., .' f access to cartridges ,. 15, c 11. �1,>y ` • Single-piece fiberglass reinforced • r 4- - ; • i Polypropylene tank for strength ,, 'i ¢' ,1 and corrosion resistance ` ' r" *Tr Easy access 1 Yr"drain us" .• ti� Ng rsit . a y 2••plumbing for maximum flow ,,41 k Y � ^ . , 7f CM° 1 g ! , u .i ,, rty„, i• ''x” r b 1 '1rd , tar i 4 l loft:.: '. g4xj i - +i '';.: . �. 4 y,.....!--,,,,,,,g,::., i'iosi i : YI<<': :t to n illi Flow Rata. GPM Turl..iv,3r '. 11,.;city-Ras.(Gail's: Number Area Sq.Ft. • Ic•arance.. '...... it,.... Corn. 11 fill I 10 has. 12 hr... CC 50 50 30" 15.5x' 50 19 24,000 30.000 36,000 CC 75 75 39" 15 5" 75 28 36,000 45.000 54,000 CC 100 100 61' 15.5" 100 38 48.000 60.000 72,000 CC 150 150 76' 15.5'r 150 56 72.000 90.000 108.000 CC 200 200 76' 15.5" 150 75 72.000 90.000 108.000 'Required clearance to remove filter elements. "Maximum flow rate Carefree. . . by design Like all Pental Watei Pool and Spa cartricge filters,the + 2"plumbing for maximum flow. Clean& Clear' fitter features an eas'ry cleaned cartridge • Single piece base and body designed for maximum for the ultimate in carefree pool filtration.The f berglass- durabil ty. reinforced tanK halves are secured with an innovative clamp rink----gust loosen the ring and remove the top hal " One-year limited warranty. See warranty for details. for easy cartridge access and rinsing.Filter maintenance doesn't get any easier Available from: I'- dra.n and washout for quick and convenient maintenance and winterization. * Innovative lock-ring requires only half of a revolution for a safe,leakproof seal. it. ,,,i 1 ,Y i, . r r: --- - Pentair ; ;• i 1, r4 Pool Products �, 1:j• , Because reliability matters most 4 Y www•pt ntairpool.con, Phone.800,831-7133 pumps'filters ' heaters heat pumps. automation lighting' cleaners! sanitizers ' water features maintenance products + ii real "iI I;I t Ii 'e-l.,.r'....i•f':‘().,nr Spa.r . All right:re,,e.ved 164,1 irposmaingammiummovi i 3 - ''' hr Unit Specifications 1 a ' ; `�, p�we SQ12S `-Si tl-t'S 'O225 S0120r4 S01661-2 BTU* 80/80/80 101,000 119,000 143,000 110,000 126.000 .., Mow�, ,,,, 80/80/63 95.000 112,000 134,000 103,000 120,000 iYihe 80/50/63 62,000 75,000 90,000 72.000 82,000 ,,. . C-O"P. 80/80/80 6.5 8.8 6.5 5.S 5-6 - , ca''...."-.---,- 80/80/63 6.1 6.4 6.1 5.3 5.3 - - 4 80!50!63 4.0 4.2 4.0 4.0 4.0 - Refrigerant R410A R410A R410A R410A R410A ' Electrical Heat or Heat&Cool H H H H 6 C H&C kW Input 4.6 5.1 6.4 5.9 8.6 A 208-230/60/I V0118113Fliz/Phase A A,13 8 6 A,0,E 6 G A&9 A,8,E 8 6 8 200-230/60/3 Max.Fuse Size A-60 A-60 A-60 A-60 A-60 ,e,;.:,-- E c,; E 390.41516013 8-50 B-50 B 50 B 50 :,;_�?•, 0-400160/3 6-20 E-30 E-30 G-25 G-25 Min CircuitAmpacdy A-40.5 A-42.1 A-42 I A-38-5 A-42I 8-310 B-33.3 B-31.0 B-33.3 G-142 E-184 E-18.4 G-16.2 G-16.2 Water Flow Min/Max.now 30/70 30/70 30/70 30170 30/10 A Hoa,c,Bypass Ke x.rryuxcA when Mi.Mos awed the rn iewe Superior EFFICIENCY Physical Weightib•I 268 328 328 268 328 �� Length x Width x Height Cis 34"x 34'x 44' 34'x 34'x 44' 34"x 34'x44' 34'x 34'x 44' 34'x 31'x 44' �n t! QUIETER l} ��n Shipping WMghl ism 329 390 390 329 390 Length x With x H41(0110,1 38'x 36'x 49' 38"x 36"x 49" 38'x 36'x 49' 38 x 36'x 49' 38'x 36"x 49' I toid,n nai rtnim:4,web NIPI Wanda 111,0 ea/el homrlkotAllnx aA4A1,4 Aan,dry any other heat pump 4MA/M.elxv s:uhin.l lo.I u,yG, a ::SA-'NAV::. 1d4„1:17 / ' 17 ` ' E`AQUA AL � C411 o VW/ ' y - h 0 HeatWave Superfiulet° ' • N w.- {i) {D I Q 110 i L .-. o�n I �� Q fir` c�) N h , Z W Q W- F- II x C7 C7 W X W m U) Z Q r� NU y tLLJJ Ad < w Z fl \ \ d Q Z Z 6 CC14 C*4 IL U3 a n' ea ew) U Q H \ ick t cv aD .t F- t aC en vt U w Z W ` N Z W --- -- W w a-- V to t� J: Cl w I O— Ln , s5 p s ti Z W w'; V) 1E Of CO g Z o .� n Q cel rW (2) ^Y C,) z :311 w LLcr- 00 Ca >- 0- Q Cd�f ul OZ a O} W a� �'w _t mh ,a'�•- �.\ e `/ �`0� N drZ Ld Ad O F CE 'N; l a w ti s a 3 O U �N alt t— Q � %' i W) 1 W . to to in C'7 °, 1� LL_t- W ¢cep x Y � w w w w � � � F� (U ...,, k®� o a ,�' 1�� -1 r_..___ � O <t to 1> h F + O ti + �N0 0 h CJ {� Ce O c «a C7 r - i6 tet, (L Q` V) ' C� C] 2 C1 .l 14* , y � .�.CN __+... fie' wWw ^i E 0 _?N LA C:D w 37 C3 �ti ✓ `� X t/:0 CL (� i� J <Q \ in lz (!) lh- NPSE a el O, A ENG �.,� 'p rr`) 1✓ ^� �� 7 / x "1)01 _. 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FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRACTOR'S 'OOL PLAN 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUII.DING 2017 AND FLORIDA BUILDING CODE RESIDENTIAL 2017 TOGETHER WITH LATEST REVISIONS AND ANSI/NSPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE - LATEST. 3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCT ON IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERB=Y LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AMID ORDINANCES. 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND COI ISTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC B EAK WILL BE PROVIDED. IF AN AUTOFILL ASSEMBLY IS INSTALLED, A BACKFLOW PREVENTER WILL BE RECUIRED ON THE POTABLE WATER LINE USED TO SUPPLY THE POOL. 8. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION. 9. ALL POOL AND SPA HEATERS SHALL BE INSTALLED IN ACCORDANCE WITH FBC 454.2.14, "WATER HEATING EQUIPMENT." 10. TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING SYSTEM IN AREAS WHERE GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT PCiOL OUT OF THE GROUND.. 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY (:OMPONENTS SHALL BE IN PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. PLAN/PERMIT ISSUANCE DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2017 FRC 109.1 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GIVEN YEAR. I STRUCTURALNOTES 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCINq i SHALL BE #3 BARS AT 10" ON CENTER EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH. BETWEEN 6'0" AND 10'0", USE #3 BARS AT 5" ON CENTER VERTICALLY STARTING AT 3'0" DEPTH IN THE AREA OF THE POOL OVER 6' IN TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12" ON CENTER EACH WAY WITH 20" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET IN DEPTH; BETWEEN 6'0" AND 107, USE #4 BARS AT 6" ON CENTER VERTICALLY STARTING AT 3'0" DEPTH IN THE AREA OF THE POOL OVER 6'0" IN TOTAL DEPTH). NOTE APPLIES TO NORMAL, NON -EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT SEPARAT[ON BARRIER, MINIMUM COVER SHALL BE 3"; WITH A BARRIER (STEELTEX) BETWEEN CONCRETE AND EARTH, MINIMUM COVER SHALL BE 2". 2. POOL WALLS SHALL BE MIN. 6" THICK AND FLOORS SHALL BE MIN. 6" THICK AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAY:. CONCRETE DECK SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINIMUM WALL THICKNESS MUST BE INCREASED FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO "NORMAL"ISOILS ONLY. 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE REDESIGNED. 4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 2000 PSF. 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HAVE THE POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL, OR VICE VERSA. 6. SHOTCRETE/GUNITE (WET OR DRY) SHALL BE PROPORTIONED AND PLACED ACCORDING TO UBC SECTION 1922 AND ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LESS'TI-IAN FIVE TO ONE. 7. SHOTCRETE/GUNITE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THAN 40F AND FALLING, OR IF TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE/GUNITE IN HEAVY RAIN. 8. SUBSTRATE SHOULD BE FOG -SPRAYED WITH WATER PRIOR TO SHOTCRETE/GIJNITE APPLICATION TO ALLOW HYDRATION AND LIMIT RAPID DRYING OF CONCRETE, AND TO COOL REINFORCI=MENT STEEL. 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE/GUNIITE, THE FLOOR SHALL BE POURED PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE/GUNITE=LOORS, APPLICATION SHOULD COMMENCE IN CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOI-LOWING WALL CONSTRUCTION. 10. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM OF THE POOL EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOT CRETElGUNITE. 11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE A'f LEAST 40 BAR DIAMETERS. ALL BENDS MUST BE SHARP. UBC SECTIONS 1907, 1912, AND 1924 SHALL BE USED j\S A GUIDELINE. 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE/GUNITE SPRAY DIRI_CTION, NOT SIDE-BY-SIDE PERPENDICULAR TO SPRAY. 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHO TCRETE/GUNITE FACE TO REBAR SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE/GUNITE THICKNESS MINUS 3". 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURVATURE OF THE WALL, 1 - #4 BAR MAY BE SUBSTITUTED FOR 2 - #3 BARS IN ORDER TO MAINTAIN A MINIMUM 2.5 INCH SPACING. 15. UP TO 2" DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF THE BOND BEAM PROVIDED A MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL REINFORCEMENT. 16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED. 17. IF A RAISED BOND BEAM EXCEEDS 2'0" AND SERVES AS A RETAINING WALL FOF' SOIL, THE RAISED PORTION SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES. MINIMUM REINFORCEMENT #3 TYPICAL POOL 3' TO 8' DEEP BARS SPACED 10" O.C. E.W. TYPICAL C7 1,: LBENCHE OTCRETE/GUNITE STEPS OR S ASNEEDED----_____________, I EXTRA TRANSVERSE -� REINFORCEMENT43 10' LENGTH SPACED ON 10" CENTERS BETWEEN MAIN BARS, CENTERED ON TRANSITION (MAY BE ELIMINATED IF NO TRANSITION EXISTS) 143 DIAGONAL, E.W. AT DRAIN SIMILAR TO LIGHT NICHE DETAIL - LONGITUDINAL POOL SECTION NTS ADJUSTABLE FLOOR INLET. AFTER FULL CLOSE, BACK OPEN FINISHED POOL 1/2 TURN. (FLOOR INLETS SHALL FLOOR BE FLUSH WITH POOL FLOOR.) 2. _.. SUPPLY HEADER NOTE: CONCRETE ENCASEMENT OCCURS ONLY AT THE RETURN FITTING. POOL FLOOR INLET DETAIL N.T.S SPRING LOADED VERTICAL CHECK EQUALIZER VALVE - TO PUMP SUCTION L;UF' Y REVIEWED FOR COBE cOrlsL€�vGB CITY OF ATLANTIC EEACH LADDER - SEE PERMIITS FOR ADDITIONAL -SEE SEGIAMER'IENTS AND CONDITIONS z REVIEWED BY:Z223 DATE: -/ -If N NDISTURBED DIL (NO VOIDS) TYPICAL SWIMOUT DETAIL N.T.S. THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE MAXIMUM STANDARDS FOR VELOCITY (FTISEC) PIPE SIZE 6 FT/S 8 FT/S 10 FT/S 1" 1 P 6 GPM 21 GPM 26 GPM 1Y" 37 GPM 50 GPM 62 GPM 2" 62 GPM 82 GPM 103 GPM 2Y2" 88 GPM 117 GPM 146 GPM 3" 138 GPM - 181 GPM 227 GPM 4" 234 GPM 313 GPM 392 GPM 6" 534 GPM 712 GPM 900 GPM PUMP SIZE WILL VARY DEPENDING ON THE PUMP SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS. WATER LEVEL (CENTER LINE OF SKIMMER) z_ EQUALIZER FITTING W/ VGB-COMPLIANT GRATE (IF INSTALLED) ,tom- VACUUM FITTING - SEE NOTE 3 BELOW NOTES: - I 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID, THROUGH AN ENGINEERED VENT PIPE, OR INCORPORATE AN EQUALIZER LINE. 2. EQUALIZER LINES, WHEN USED, SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18" BELOW THE MAX. OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVER/GRATE. IF THE EQUALIZER LINE AND FITTING ARE NOT INSTALLED, THE SKIMMER PORT MUST BE PLUGGED. 3. WHEN USED, VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6" AND NO GREATER THAN 12" BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A SELF CLOSING, SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. SKIMMER AND VACUUM FITTING DETAIL ESCUTCHEON PLATE ANCHOR SOCKET RUBBER BUMPER LADDER DETAIL N.T.S. B P # poo/!9-oo 3 DATE ,/p SIGNED 1 CROSS BRACE RECOMMENDED 8%11" t3%6" WATER LEVEL LADDER TREADS SHALL BE SLIP -RESISTANT POOL WALL 6" MIN. - FLOOR REINF. AS PER -STANDARD PLAN 1 - TO PUMP I-_� MAIN DRAIN DETAIL 24"SQ N.T.S. ORO PLANS EXPIRE: PLANS VALID FOR THIS FBUILDING DEPT. ONLY: SEPTEMBER 25, 2020 Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 r- 177 •, F ,� - 2 - #3 BARS BENT I -I •� I AS SHOWN EACH 1 1/2" DIA. 0'',,� �z�, Z _ WAY AND LAPPED -I HYDROSTATIC RELIEFPIPE I OENT. BOTTOM 12" MTH REINFORCEMENT. PERFORATED. SEE .11 V I I- MIN. 3" GENERAL NOTE 13) °J CLEARANCE IFROM EARTH 3/4"- 1- 1/2. DRAIN ROCK--) _.°E6, MAIN DRAIN DETAIL 24"SQ N.T.S. ORO PLANS EXPIRE: PLANS VALID FOR THIS FBUILDING DEPT. ONLY: SEPTEMBER 25, 2020 Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 CITY OF ATLANTIC BEACH, FL RESIDENTIAL GENERAL NOTES AND DETAILS COASTAL LUXURY CPC 1458340 115 SOLANA RD, SUITE C POINTE VEDRA BEACH, FL 32082 904-543-2626 DWG. BY: MAC NOT TO SCALE SHEET 1 OF 4 APPROVED BY: JEL r- 177 •, F ,� i •• •W-n •� I 0'',,� �z�, Z CITY OF ATLANTIC BEACH, FL RESIDENTIAL GENERAL NOTES AND DETAILS COASTAL LUXURY CPC 1458340 115 SOLANA RD, SUITE C POINTE VEDRA BEACH, FL 32082 904-543-2626 DWG. BY: MAC NOT TO SCALE SHEET 1 OF 4 APPROVED BY: JEL 1/2" WHITE VINYL JOINT STRIP (N/A FOR PAVER DECKS) CONCRETE DECK (OPTIONAL) WITH SLIP RESISTANT TOPPING ON COMPACTED GROUND WITH ALL ORGANIC MATERIAL REMOVED. 4" THK. WITH FIBER MESH, 6" WITH #3 REBAR 3 EA 93 REBAR CONTINUOUS 18" LAP SPLICES AS NECESSARY 3" \� MIN STD. REINF.: #3 REBAR @ 10" O.C. B.W. MIN. COVER 3" (EARTH SIDE), 2" (POOL SIDE). REFER TO STRUCTURAL NOTE #1 FOR ALTERNATE SCHEDULE. 8"-11" WATER LINE TILE, GLAZED, MIN. 4" J ) TYPICAL WALL RETUIRN, OR r VACUUM FITTING, WITH WATER STOP FLANGF LIGHT FIXTURE & NICHE R = 6" WHEN H = T-0" RADIUS INCREASES 5" FOR EACH 1' OF DEPTH < 5'-0" R = 2'-0" WHEN H = 5'-0" RADIUS INCREASES i' FOR EACH 1' OF DEPTH > 5-0" QUARTZ AGGREGATE PLASTER FINISH SHOTCRETE/GUNITE WALL 6" MIN SFELL TYPICAL POOL WALL SECTION SCALE: N. T. S. SPA WALL SCHEDULE DEPTH OF CONCRETE WATER FT THICKNESS (OR 1 - #4 BAR) INCHES 3.0 6 3.5 6 4.0 8 4.5 10 5.0 10 VERTICAL REINFORCEMENT #3 - 10 INCH CENTERS. NOTE: GREATER WALL THICKNESS (T) OR DOUBLE CURTAIN REINFORCEMENT MAY BE USED IF REQUIRED FOR AESTHETICS OR PLUMBING l® Uo 3" I U O MIN. � 2 1 J 2 - #3 EACH WAY II o LIGHT NICHE DETAIL_ N. T. S. 10" MIN. DECK SLAB --\ 3" MIN. (TYP.) 7 --VINYL /� 1 SEE STRUCTURAL NOTE 15 BOND BEAM REIN. 3-#3 I o BARS (TYP. FOR ALL BOND BEAMS) CANTILEVER DECK DETAIL N.T.S. #3 BAR BEND AS SHOWN WATER ALTERNATE TROUGH 12 PLUMBING LOCATION AT GRADE AT GRADE kTER ,UGH EXPANSION JOINT BEND DOWN BOND BEAM BARS SKIMMER DETAIL N.T.S. OFFICE COPY EXPANSION JOINT 811-111, a DECK SLAB 6" z i� - Fo ALTERNATE LOCATION OF BOND BEAM BAR (TYP) o COPING DETAIL N.T.S. 6" DECK SLAB I I - 3-#3 MINIMAL BOND BEAM N.T.S. NOTE: MAY BE USED WITH SAND, GRAVEL, OR ROCK SOIL CONDITIONS ONLY. �o I IF— PLANS EXPIRE: PLANS VALID FOR THIS OR ELEVATED BUILDING DEPT. ONLY: SEPTEMBER 25, I� OR �2 �I 2020 CITY OF ATLANTIC BEACH, FL SHEER DESCENT DETAIL N.T.S. 944 Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 \JACKS �3�1I \` eT/ •; Fe -3 P� \ kORkAf.E.•NOrshvXh .\\ RESIDENTIAL STRUCTURAL DETAILS COASTALLUXURY CPC 1458340 115 SOLANA RD, SUITE C PONTE VEDRA BEACH, FL 32082 904-543-2626 DWG. BY: MAC NOT TO SCALE SHEET 2 OF 4 APPROVED BY: JEL SEE SPA WALL SCH. SEE STRUCTURAL 2 - #3 BARS 6 NOTE 15 (OR 1 - #4 BAR) I— I � IIS HORIZ. REIN. #3 BARS 8" I D O.C. FOR FREE STANDING I• WALLSVERT. REINF. SEE SPA PICAL REINF. WALL SCR O.C. E.W. jrIT X. — FLOOR REINF. CONT. FROM SPA TO POOL MIN. 15" LAP EITHER SPA DETAIL DIRECTION N.T.S. l® Uo 3" I U O MIN. � 2 1 J 2 - #3 EACH WAY II o LIGHT NICHE DETAIL_ N. T. S. 10" MIN. DECK SLAB --\ 3" MIN. (TYP.) 7 --VINYL /� 1 SEE STRUCTURAL NOTE 15 BOND BEAM REIN. 3-#3 I o BARS (TYP. FOR ALL BOND BEAMS) CANTILEVER DECK DETAIL N.T.S. #3 BAR BEND AS SHOWN WATER ALTERNATE TROUGH 12 PLUMBING LOCATION AT GRADE AT GRADE kTER ,UGH EXPANSION JOINT BEND DOWN BOND BEAM BARS SKIMMER DETAIL N.T.S. OFFICE COPY EXPANSION JOINT 811-111, a DECK SLAB 6" z i� - Fo ALTERNATE LOCATION OF BOND BEAM BAR (TYP) o COPING DETAIL N.T.S. 6" DECK SLAB I I - 3-#3 MINIMAL BOND BEAM N.T.S. NOTE: MAY BE USED WITH SAND, GRAVEL, OR ROCK SOIL CONDITIONS ONLY. �o I IF— PLANS EXPIRE: PLANS VALID FOR THIS OR ELEVATED BUILDING DEPT. ONLY: SEPTEMBER 25, I� OR �2 �I 2020 CITY OF ATLANTIC BEACH, FL SHEER DESCENT DETAIL N.T.S. 944 Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 \JACKS �3�1I \` eT/ •; Fe -3 P� \ kORkAf.E.•NOrshvXh .\\ RESIDENTIAL STRUCTURAL DETAILS COASTALLUXURY CPC 1458340 115 SOLANA RD, SUITE C PONTE VEDRA BEACH, FL 32082 904-543-2626 DWG. BY: MAC NOT TO SCALE SHEET 2 OF 4 APPROVED BY: JEL 3'0" MIN. (EDGE OF 3'0" MIN. (EDGE OF OUTLET) 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALI-EL TO DUAL PUMPS IN PARALLEL_ PARALLEL OUTLETS TO TWO PUMPS NOTES: 1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE I-DGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. 3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST EQUAL TO THE SYSTEM'S MAXIMUM FLOW RATE. 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 3'0" SEPARATION REQUIREMENT, LEONE (1) ON THE BOTTOM AND ONE (1) ON THE VERTICAL WALL, OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL WALLS., DUAL SUCTION OUTLET ARRANGEMENTS 37 MIN. (EDGE OF OUTLET) 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL OUT IN PARALLEL OUTLETS IN PARALLEL SYMMETRIC PIPING ECC(=NTRICALLY TAPPED PIPING LOOPED PIPING NOTES: 1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. 3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHALL BE AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. THREE-OR-MORE(SUCTION OUTLET ARRAN(--EMENTQ NOTES: 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8 -LATEST, "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS." RECOMMENDED: GRATES SHOULD BE INSTALLED WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROUGH THE GRATE(S). 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7, LATEST. THE FOLLOWING METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A) SURFACI- SKIMMING OR OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYSTEM FLOW; B) DUAL SJCTION OUTLET SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SINGLE UNBLOCKABLE SLICTION OUTLET SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS CONFORMING TO ASME/ANSI Al 12.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH ANSI/ASME Al12.19.8-LATEST AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OUTLET SUN\IPS IN SERIES; 1) OR OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS) SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED. ALL OTHER SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT (8) FEET PER SECOND. 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING, BROKEN, OR LOOSE. 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIN EN, OR LOOSE THROUGH A COMMON LINE TO THE PUMP. OUSLY 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE EXITING OUTLET. 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/GRATE OR SUCH THAT THE SUMP IS OF THE DESIGN SPECIFIED BY THE COVERIGRATE MANUFACTURER TO CONTROL FLOW THROUGH THE OPEN AREA OF THE COVER/GRATE. CIRCULATION LINE TO LEAF CANISTER/ RECIRCULATION PUMP NOTE: OFFICE COPY SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP 77 SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS ANY SHAPE LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP NOTES: 1. SINGLE CHANNEL OUTLET: 3" OR GREATER IN WIDTH AND 31" OR GREATER IN LENGTH (APPLIES TO PERFORATED AREA), 2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE 99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18" X 23" WITH CORNERS OF RADIUS 4". SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS 2" TEE 12" AIR GAP (MIN.) 1 MAXIMUM UNDERWATER LENGTH OF VENT PIPING: 30 FEET FROM TEE ON 2" VENT SUCTION PIPING TO AIR GAP PIPING rvimrmurm rfr.-111 1n to 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) ONE (1) ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18" FROM THE TEE IN THE SUCTION LINE TO THE PUMP(S); B) AN ENGINEERED VENT SYSTEM; C) A LISTED MANUFACTURED SAFETY VACUUM RELEASE SYSTEM. OUTLET SUMPS IN SERIES TO SUCTION PIPING 2" 90° BEND (TYP. OF 2) SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. LABEL VENT AS FOLLOWS: "POOL SAFETY DEVICE - DO NOT HANDLE" VENT LINE DETAIL PLANS EXPIRE: SEPTEMBER 25, 2020 Twrmt Certificate of Authority No, 28177 4337 PABLO OAKS COURT, SUITE 101 \� VELOCITY = 6 FT / S SCH 40 SCH 80 SUCTION PIPE DIAMETER MAX FLOW (GPM) MAX FLOW (GPM) 2" 63 55 21/2" 90 79 3" 138 124 4" 238 1 215 6" 540 1 488 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL OUT IN PARALLEL OUTLETS IN PARALLEL SYMMETRIC PIPING ECC(=NTRICALLY TAPPED PIPING LOOPED PIPING NOTES: 1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. 3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHALL BE AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. THREE-OR-MORE(SUCTION OUTLET ARRAN(--EMENTQ NOTES: 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8 -LATEST, "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS." RECOMMENDED: GRATES SHOULD BE INSTALLED WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROUGH THE GRATE(S). 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7, LATEST. THE FOLLOWING METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A) SURFACI- SKIMMING OR OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYSTEM FLOW; B) DUAL SJCTION OUTLET SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SINGLE UNBLOCKABLE SLICTION OUTLET SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS CONFORMING TO ASME/ANSI Al 12.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH ANSI/ASME Al12.19.8-LATEST AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OUTLET SUN\IPS IN SERIES; 1) OR OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS) SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED. ALL OTHER SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT (8) FEET PER SECOND. 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING, BROKEN, OR LOOSE. 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIN EN, OR LOOSE THROUGH A COMMON LINE TO THE PUMP. OUSLY 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE EXITING OUTLET. 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/GRATE OR SUCH THAT THE SUMP IS OF THE DESIGN SPECIFIED BY THE COVERIGRATE MANUFACTURER TO CONTROL FLOW THROUGH THE OPEN AREA OF THE COVER/GRATE. CIRCULATION LINE TO LEAF CANISTER/ RECIRCULATION PUMP NOTE: OFFICE COPY SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP 77 SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS ANY SHAPE LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP NOTES: 1. SINGLE CHANNEL OUTLET: 3" OR GREATER IN WIDTH AND 31" OR GREATER IN LENGTH (APPLIES TO PERFORATED AREA), 2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE 99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18" X 23" WITH CORNERS OF RADIUS 4". SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS 2" TEE 12" AIR GAP (MIN.) 1 MAXIMUM UNDERWATER LENGTH OF VENT PIPING: 30 FEET FROM TEE ON 2" VENT SUCTION PIPING TO AIR GAP PIPING rvimrmurm rfr.-111 1n to 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) ONE (1) ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18" FROM THE TEE IN THE SUCTION LINE TO THE PUMP(S); B) AN ENGINEERED VENT SYSTEM; C) A LISTED MANUFACTURED SAFETY VACUUM RELEASE SYSTEM. OUTLET SUMPS IN SERIES TO SUCTION PIPING 2" 90° BEND (TYP. OF 2) SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. LABEL VENT AS FOLLOWS: "POOL SAFETY DEVICE - DO NOT HANDLE" VENT LINE DETAIL PLANS EXPIRE: SEPTEMBER 25, 2020 Twrmt Certificate of Authority No, 28177 4337 PABLO OAKS COURT, SUITE 101 \� "/ i • • ' •v s 14 • � a PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF ATLANTIC BEACH, FL RESIDENTIAL SUCTION OUTLET NOTES AND DETAILS COASTAL LUXURY CPC 1458340 115 SOLANA RD, SUITE C POINTE VEDRA BEACH, FL 32082 904-543-2626 DWG. BY: MAC NOT TO SCALE SHEET 3 OF 4 APPROVED BY: JEL TRANSFORMER REQUIRED FOR LOW -VOLTAGE INSTALLATIONS ONLY ----------------------------- 300 . -.\ .1 -------------------------- BONDING GRID. REFER TO NOTE TYPICAL JUNCTION BOX 4' MIN. 1 I i REFER TO .1 NOTE R T I '4444Zzz. 444444 7A J i l I I I I i T-------- _____—____ SWIMMING POOL BONDING GRID PLAN SPST - TOGGLE SWITCH DISCONNECT PUMP 12 V TRANS. 1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC - 3 #12 IN y" COND. LATEST 12V/ 30OW WITH LOW WATER 2• BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING CUT-OFF OR 120 VAC W/ GFCI AND ALL FIXED METAL PARTS NOT SEPARATED BY PER NEC PERMANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM WATER, 12 FT VERTICALLY OF MAX WATER LEVEL. ELECTRICAL DIAGR� M -- SINCOMING POWER SUPPLY SERVICE PANEL LADDER, HAND RAIL, DIVING BOARD, ETC... ENERGY EFFICIENCY NOTES: 1. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS: 1.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION 1.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR- AND WASTE -HEAT RECOVERY POOL SYSTEMS 1.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE GENERATION 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE EQUIPPED WITH A VAPOR -RETARDANT COVER ON OR AT THE WATER SURFACE OR A LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: OUTDOOR POOLS DERIVING OVER 70% OF THE ENERGY FOR HEATING FROM A SITE -RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN OPERATING SEASON. 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: 3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT -PHASE, SHADED POLE OR CAPACITOR START INDUCTION RUN TYPES 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER (HP) OF GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO MORE THAN } OF THE MOTOR'S MAXIMUM ROTATION RATE. 3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE SOLAR HEAT GAIN. 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH APSP-15, "AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY." TO GROUND FAULT CIRCUIT INTERRUPTER THEN TO POWER SOURCE WITH TRANSFORMER 4' MIN. JUNCTION BOX RIGID, IMC OR NON METALLIC CONDUIT Izz BRASS OR NON METALLIC CONDUIT OR APPROVED EQUIVALENT z_ 300 WATT UNDERWATER LIGHTS SHALL BE NEJOF 2 APPROVED AND SHALL FEATURE STAINLESS S FORMING SHELL WITH BRASS MOUNTING RING SHELL SHALL HAVE A 1" NPT CONDUIT WITH O PACKING GLAND. LIGHT SHALL BE HOUSED IN STAINLESS STEEL ENCAPSULATION BOLTED T CHROME PLATED FACE RING FOR COMPRESSI A 360° DOUBLE WALL SYNTHETIC GASKET. SS LIGHT FIXTURE & NICHE W/ COMPRESSION HUB & 300W,12V LAMP OR 120 VAC W/ GFCI PER NEC JUNCTION BOX (IF /- POOL LIGHT NEUTRAL BAR / TO GRi)UND POOL PUMP METAL CONDUITS REINFORCING MOTOR GROUND BAR OR PIPING SYSTEM STEEL NEUTRAL BAR TRANSFORMER -� FLEXIBLE CORD 3 H -N -G #8 BOND TO STRUCTURAL STEEL GROUND BAR #8 BOND IN CONTROL PANEL PVC CONDI TYPICAL GROUNDING GROUNDING TERMINAL #8 BOND TO STRUCTURAL STEEL EMATIC PUMP ELECTRICAL NOTES: VA/ I 1 1 M im 4.' 's✓ 1 1 1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC ARTICLES 250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE, INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS USING #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT ARE NOT LIMITED TO LADDERS, RAILINGS, PIPING, CONDUIT, METAL DOOR FRAMES AND METAL PARTS WITHIN 5' OF INSIDE WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD, LISTED PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS (I.E. FOR TOWERS OR SLIDES) PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING BARS ARE ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND, CONTACT ENGINEER BEFORE PROCEEDING. 2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250 AND 680, IN ACCORDANCE WITH THIS, UNDERGROUND WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN 5' HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10' FROM THE INSIDE WALL OF POOLS. ALL RECEPTACLES WITHIN 20' OF THE POOL SHALL HAVE GFCI PROTECTION. ADDITIONALLY, ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED. MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT LESS THAN 12' ABOVE MAXIMUM WATER LEVEL. 3. IF APPLICABLE, PROVIDE 912 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER LIGHTING CIRCUITS LESS THAN 8' IN LENGTH. FOR 12V CIRCUITS V TO 15' IN LENGTH, PROVIDE #8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS GREATER THAN 15', BUT LESS THAN 25' IN LENGTH, PROVIDE 46 AWG CONDUCTORS AND #6 GROUND. NO 12V CIRCUIT SHALL BE MORE THAN 25' IN LENGTH. 4. OPTIONAL: ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125 -VOLT 15 - OR 20 -AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH CIRCUIT. RECEPTACLE SHALL BE LOCATED NOT LESS THAN 10 FT. FROM AND NOT MORE THAN 20 FT. FROM THE INSIDE WALL OF THE POOL. THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT. 6 IN. ABOVE THE FLOOR, PLATFORM, OR GRADE LEVEL SERVING THE POOL. 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL EQUIPMENT, IF APPLICABLE. 6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA FOR THE ENTIRE POOL PERIMETER. THE BONDING GRID MAY BE COMPOSED OF STEEL REINFORCING RODS (REBAR), OR #8 BARE, SOLID COPPER CONDUCTORS. 6 X 6 X 10 WELDED WIRE FABRIC (MESH) IS ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR 98 SOLID COPPER JUMPERS. THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH CONTACT OR WITHOUT PROPER COVER. THE INSTALLATION MUST BE IN ACCORDANCE WITH 680.26(C), NATIONAL ELECTRIC CODE (NEC - LATEST VERSION) AND FLORIDA BUILDING CODE (FBC - LATEST VERSION) W/ LATEST AMENDMENTS. 7. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN NOTE #6, ABOVE: AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING POOL OR SPA. THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH S.680.26(C) OF THE NEC (2017), NFPA 20, ADOPTED BY REFERENCE WITHIN FBC. #8 AWGCONNECTOR TO COMMON v PLANS EXPIRE: PLANS VALID FOR THIS CONNECTOR TO COMMON BONDING WITH REINFORCING STEEL OR PLUMBING BUILDING DEPT. ONLY: POOL LIGHT DETAIL SEPTEMBER 25, 2020 CITY OF ATLANTIC BEACH, FL POOL LIGHT HEATER CASE 9NN RESIDENTIAL CONTROL PANEL ELECTRICAL NOTES III oo III Certificate of Authority RT, SUITE AND DETAILS 4337 PABLO OAKS COURT, SUITE 101 0 \\�� JACKS 73�'Fj�''��TT�6F 6- 236 TYPICAL BONDING SCHEMATIC \0.' COASTALLUXURY Ile ';' • ; CPC 1458340 14 _ 115 SOLANA RD, SUITE C PONTE VEDRA BEACH, FL 32082 = 904-543-2626 �O • • DWG. BY: MAC w\ \\\ NOT TO SCALE SHEET 4 OF 4 JEL //� FkCjR�iiA1bT10�5.�\ APPROVED BY: 300 WATT VUNDERWATEFI T MIN. FROM INSIDE WALL LIGHT BONDING CONDUCTOR. REFER TO NOTE #7 -------------------------- BONDING GRID. REFER TO NOTE TYPICAL JUNCTION BOX 4' MIN. 1 I i REFER TO .1 NOTE R T I '4444Zzz. 444444 7A J i l I I I I i T-------- _____—____ SWIMMING POOL BONDING GRID PLAN SPST - TOGGLE SWITCH DISCONNECT PUMP 12 V TRANS. 1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC - 3 #12 IN y" COND. LATEST 12V/ 30OW WITH LOW WATER 2• BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING CUT-OFF OR 120 VAC W/ GFCI AND ALL FIXED METAL PARTS NOT SEPARATED BY PER NEC PERMANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM WATER, 12 FT VERTICALLY OF MAX WATER LEVEL. ELECTRICAL DIAGR� M -- SINCOMING POWER SUPPLY SERVICE PANEL LADDER, HAND RAIL, DIVING BOARD, ETC... ENERGY EFFICIENCY NOTES: 1. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS: 1.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION 1.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR- AND WASTE -HEAT RECOVERY POOL SYSTEMS 1.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE GENERATION 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE EQUIPPED WITH A VAPOR -RETARDANT COVER ON OR AT THE WATER SURFACE OR A LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: OUTDOOR POOLS DERIVING OVER 70% OF THE ENERGY FOR HEATING FROM A SITE -RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN OPERATING SEASON. 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: 3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT -PHASE, SHADED POLE OR CAPACITOR START INDUCTION RUN TYPES 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER (HP) OF GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO MORE THAN } OF THE MOTOR'S MAXIMUM ROTATION RATE. 3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE SOLAR HEAT GAIN. 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH APSP-15, "AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY." TO GROUND FAULT CIRCUIT INTERRUPTER THEN TO POWER SOURCE WITH TRANSFORMER 4' MIN. JUNCTION BOX RIGID, IMC OR NON METALLIC CONDUIT Izz BRASS OR NON METALLIC CONDUIT OR APPROVED EQUIVALENT z_ 300 WATT UNDERWATER LIGHTS SHALL BE NEJOF 2 APPROVED AND SHALL FEATURE STAINLESS S FORMING SHELL WITH BRASS MOUNTING RING SHELL SHALL HAVE A 1" NPT CONDUIT WITH O PACKING GLAND. LIGHT SHALL BE HOUSED IN STAINLESS STEEL ENCAPSULATION BOLTED T CHROME PLATED FACE RING FOR COMPRESSI A 360° DOUBLE WALL SYNTHETIC GASKET. SS LIGHT FIXTURE & NICHE W/ COMPRESSION HUB & 300W,12V LAMP OR 120 VAC W/ GFCI PER NEC JUNCTION BOX (IF /- POOL LIGHT NEUTRAL BAR / TO GRi)UND POOL PUMP METAL CONDUITS REINFORCING MOTOR GROUND BAR OR PIPING SYSTEM STEEL NEUTRAL BAR TRANSFORMER -� FLEXIBLE CORD 3 H -N -G #8 BOND TO STRUCTURAL STEEL GROUND BAR #8 BOND IN CONTROL PANEL PVC CONDI TYPICAL GROUNDING GROUNDING TERMINAL #8 BOND TO STRUCTURAL STEEL EMATIC PUMP ELECTRICAL NOTES: VA/ I 1 1 M im 4.' 's✓ 1 1 1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC ARTICLES 250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE, INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS USING #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT ARE NOT LIMITED TO LADDERS, RAILINGS, PIPING, CONDUIT, METAL DOOR FRAMES AND METAL PARTS WITHIN 5' OF INSIDE WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD, LISTED PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS (I.E. FOR TOWERS OR SLIDES) PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING BARS ARE ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND, CONTACT ENGINEER BEFORE PROCEEDING. 2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250 AND 680, IN ACCORDANCE WITH THIS, UNDERGROUND WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN 5' HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10' FROM THE INSIDE WALL OF POOLS. ALL RECEPTACLES WITHIN 20' OF THE POOL SHALL HAVE GFCI PROTECTION. ADDITIONALLY, ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED. MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT LESS THAN 12' ABOVE MAXIMUM WATER LEVEL. 3. IF APPLICABLE, PROVIDE 912 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER LIGHTING CIRCUITS LESS THAN 8' IN LENGTH. FOR 12V CIRCUITS V TO 15' IN LENGTH, PROVIDE #8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS GREATER THAN 15', BUT LESS THAN 25' IN LENGTH, PROVIDE 46 AWG CONDUCTORS AND #6 GROUND. NO 12V CIRCUIT SHALL BE MORE THAN 25' IN LENGTH. 4. OPTIONAL: ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125 -VOLT 15 - OR 20 -AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH CIRCUIT. RECEPTACLE SHALL BE LOCATED NOT LESS THAN 10 FT. FROM AND NOT MORE THAN 20 FT. FROM THE INSIDE WALL OF THE POOL. THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT. 6 IN. ABOVE THE FLOOR, PLATFORM, OR GRADE LEVEL SERVING THE POOL. 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL EQUIPMENT, IF APPLICABLE. 6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA FOR THE ENTIRE POOL PERIMETER. THE BONDING GRID MAY BE COMPOSED OF STEEL REINFORCING RODS (REBAR), OR #8 BARE, SOLID COPPER CONDUCTORS. 6 X 6 X 10 WELDED WIRE FABRIC (MESH) IS ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR 98 SOLID COPPER JUMPERS. THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH CONTACT OR WITHOUT PROPER COVER. THE INSTALLATION MUST BE IN ACCORDANCE WITH 680.26(C), NATIONAL ELECTRIC CODE (NEC - LATEST VERSION) AND FLORIDA BUILDING CODE (FBC - LATEST VERSION) W/ LATEST AMENDMENTS. 7. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN NOTE #6, ABOVE: AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING POOL OR SPA. THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH S.680.26(C) OF THE NEC (2017), NFPA 20, ADOPTED BY REFERENCE WITHIN FBC. #8 AWGCONNECTOR TO COMMON v PLANS EXPIRE: PLANS VALID FOR THIS CONNECTOR TO COMMON BONDING WITH REINFORCING STEEL OR PLUMBING BUILDING DEPT. ONLY: POOL LIGHT DETAIL SEPTEMBER 25, 2020 CITY OF ATLANTIC BEACH, FL POOL LIGHT HEATER CASE 9NN RESIDENTIAL CONTROL PANEL ELECTRICAL NOTES III oo III Certificate of Authority RT, SUITE AND DETAILS 4337 PABLO OAKS COURT, SUITE 101 0 \\�� JACKS 73�'Fj�''��TT�6F 6- 236 TYPICAL BONDING SCHEMATIC \0.' COASTALLUXURY Ile ';' • ; CPC 1458340 14 _ 115 SOLANA RD, SUITE C PONTE VEDRA BEACH, FL 32082 = 904-543-2626 �O • • DWG. BY: MAC w\ \\\ NOT TO SCALE SHEET 4 OF 4 JEL //� FkCjR�iiA1bT10�5.�\ APPROVED BY: