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2242 Barefoot Tr POOL21-0033 PoolOWNER:ADDRESS:CITY:STATE:ZIP: PIERSON JOHN ET AL 2242 BAREFOOT TRACE ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: COASTAL LUXURY OUTDOORS LLC 115 Solana Rd Suite C PONTE VEDRA BEACH FL 32082 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169463 0590 OCEANWALK UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2242 BAREFOOT TRACE SWIMMING POOL SWIMMING POOL RESIDENTIAL SWIMMING POOL $30000.00 LIST OF CONDITIONS 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. 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. 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. 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. 1 of 2Issued Date: 9/14/2021 PERMIT NUMBER POOL21-0033 ISSUED: 9/14/2021 EXPIRES: 3/13/2022 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $205.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $102.50 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.36 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.58 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $566.44 3 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). 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 6 PUBLIC WORKS REVISION INFORMATIONAL Notes: Any plan change must be submitted as a Revision to the Building Department. 7 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 8 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 9/14/2021 PERMIT NUMBER POOL21-0033 ISSUED: 9/14/2021 EXPIRES: 3/13/2022 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $566.44 POOL21-0033 Address: 2242 BAREFOOT TRACE APN: 169463 0590 $566.44 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $205.00 BUILDING PERMIT 455-0000-322-1000 0 $205.00 BUILDING PLAN REVIEW $102.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $102.50 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $8.94 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.36 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.58 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R17130 $566.44 Printed: Tuesday, September 14, 2021 2:08 PM Date Paid: Tuesday, September 14, 2021 Paid By: COASTAL LUXURY OUTDOORS LLC Pay Method: CREDIT CARD 512022685 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R17130 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION NOTICE OF COMMENCEMENT State of _F_lo_ri_d_a ____ __; _____ _ Ta x Folio No. 169463-0590 County of _S_t._J_o_h_n_s ________ _ 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 44, Oceanwalk, Unit Two, Plat Book 42, Pai:;ie(s) 13-13D Address of property being improved : 2242 Barefoot Trace , Atlantic Bea ch, FL 32233 General description of improvements: lni::iround swimmini:;i pool and any other home improvements Owner: Steven Pierson Address: 17 Delwick Lan e, Short Hills, NJ 07078 Owner's interest in site of the improvement: _F_e_e_S_im--'p_le ___________________________ _ Fee Simple Titleholder (if other than owner):-------------------------------- Name : _________________________________________ _ Contractor: Kevin J . Carroll - Coastal Lu xury Outdoors , LLC Address: 115 Solana Rd , Su ite, Ponte Vedra Beach , FL 32082 Telephone No.: ..:.(9_0_4.:....) 54_3_-2_6_26 _____ _ Fa x No : ____________ _ Surety (if any) ______________________________________ _ Address : ________________________ Amount of Bond$ _________ _ Telephone No : __________ _ Fa x No: ____________ _ Name and address of any person making a loan for the construction of the improvements Name :------------------------------------------ Address : --------------------------------------- Phone No: ____________ _ Fa x 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 : ___________ _ Fa x No: ____________ _ In addition to him self, owner designates the following person to receive a co py of the Lienor's Notice as provided in Section 713 .06(2) (b), Florida Statues. (Fill in at Owner's option) Name:------------------------------------------ Address: --------------------------------------- Telephone No : ___________ _ Fax No: ____________ _ Expiration date of Notice of Comm encement (the expiration date is one (1) year from the date of recording unless a different date i s specified):--------------------------------:-------------- -~ THIS SPACE FOR RECORDER'S USE ONLY Doc# 202 1200454. OR BK 19846 Page 493, Number Pages: 1 Recorded 08/04/202 1 04:28 PM . JODY PHI LLIPS CLERK CIRCUIT COU RT DUVA L COUN TY RECORDING $10.00 OWNER _, . POOL21-0033 FOR INTERNAL OFFICE USE ONLY TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Community Development Department PERMIT# ______ _ 800 Seminole Road Atl antic Beach , FL 32233 (P) 904-247-5800 SITE INFORMATION ADDRESS c:2,;2_, \_\ ~ "'BA-Q..£ fco-r °\~ C.. t: 1 ~V\f\'.tr\ C.. -~E:AtC ~ 1 l=° L '"3 ~ a_ "3 '3 SUBDI VISION Oc..EJ\N \JJ ~ \,. \(_ BLOCK ----LOT ~ lj APPLICANT INFORMATION NAME S,6\/tN -?;e(Ll;o\V ADDRES S ~ ~ 1)6 \.. w i e,K ~r-) E fi' RESIDENTIAL 0 COMMERCI AL 0 OTHER CELL # CITY S\..\:OQ.1 I-\\ (..L<; STATE NS ZIP CODE O =tiQ-=t-8' EMAIL Sy f i 'E (2_SQ{'.)@ OV,-V)OK · (,Oh"\ [i'°owNER 0 LEGAL AUTH ORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Nativ e Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting w ith the Administrator of those regulations. Subsequently, I affirm that n o regulate d 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. ION PROVIDED IS CORRECT: Signatu re of Prop erty Owner(s) or Authori zed Agen t • .,~;.~~NA}tf-f-50N 'b:j 2 \ SIGNATURE OF APPLICANT (2) PRINT OR TYPE NAME s ;gned •tt::•'°'" ~;, 3 \ d a y of c:_ ((\,,,<_,Q_,6, , £)a;:}( by ~ e.D 1--! .tJk'¼SD DATE State of_---'f['-,-=----- County of ~J-:s; h QS-: Identification verified : ________________ fT+--'1------f OathSwom, (])Xes □No Ci{~ -No-t-ary_.,,,Si::::::gn'-a-tu-re-----::i"""=-----#-+--+---- My Commis sion ex pires q -B-()i::Jf)l/ 04 TREE AND VEGETA TION AFFIDA VIT 03.01.201 8 Project Name: Steven Pierson Date: 8-17-2021 Address: 2422 Barefoot Trace Atlantic Beach, FL 32233 Construction: Inground concrete swimming pool Occupancy Class: Single Family Dwelling Group R-3 Existing Lot Coverage: Lot Square Footage: 14,234 sq ft House: 3,222 sq ft Driveway: 1,168 sq ft AC pad and Wall: 66 sq ft Existing Wooden Deck and Steps: 323 sq ft Total Lot Coverage: 4779 sq ft = 53.8% Revised Lot Coverage Remove Existing Wooden Deck and Steps: -323 sq ft Generator/AC Pad, Pool Equipment Pad and Wall: 106 sq ft New Paver Deck: 1,511 New Pool & Spa: 435 sq ft = 218 sq ft @ 50% Total Coverage: 6,147 = 41.3 % Index: Cover Letter Notice of Commencement Permit Application Tree Removal Affidavit Topo Survey with Proposal Pool and Deck Permit Construction Drawing Permit Plumbing Drawing Engineered Drawings TDH Data Sheets Coastal Luxury Outdoors 115 Solana Rd, Suite Ponte Vedra Beach, FL 32082 Office (904) 543-2626 Fax (866) 609-2717 CPC 1458340 POOL21-0033 f ... ~I COASTAL LUXURY L 4' 3' 23 ' 6 " 30 ' 15' 16' 21 ' 6 " 3'- 6 " De e p 5'- 6 " De e p 8' 5' 6 " Lot Coverage Lot Size: 14,234 sq ft House: 3,222 sq ft Driveway: 1,168 sq ft Generator/AC Pads and Wall: 66 sq ft Wooden Deck and Step: 313 sq ft Wooden Steps: 10 sq ft Total Lot Coverage: 4,779 sq ft = 33.6% 19 ' 3 " 9' Revised Lot Coverage Lot Size: 14,234 sq ft House: 3,222 sq ft Driveway: 1,168 sq ft Generator/AC Pads and Wall: 66 sq ft Remove Wooden Deck and Step: 313 sq ft Remove Wooden Steps: 10 sq ft New Pool Deck: 1,433 Pool/Spa: 391 sq ft (Pool), 44 sq ft (Spa) @ 50% = 218 sq ft Pool Equipment: 40 sq ft Total Revised Lot Coverage: 6147 sq ft = 41.3% 17 ' 4 " 28' 11" 41 ' 2 " 7' 5 " 13 ' 4 " 25' 2" 19 ' 9 " Baby Barrier per Safety Code Pool Equipment All setbacks are measured to water's edge Existing Grade to Remain As Is Top of coping 8.3 Scale: 1/20" = 1 ft ----, I I I I I I I I I ~ I I bl -J I I I I I I I I I I I I I cri 4.J qJ. .w (0 vN o-0> ,.,., p~ " . 0 (0 20 z I 6.1 5.4 X 5.0 X 5 .5 ~-t---FOUN -- T JJ .o· I- I I Jr ~, 1 I " ) ~ I !J' I \ X 5.0 "":. > r- C ~ z C ~ r= .,, "' z 0 "' 5 .4 I I I I I I L_ --- ~ ..,.,) .,..-- ... ,-.;:.::::::~-- --- X 7.4 THE PROPERTY DESCRIBED HEREON LIES IN FLOOD ZONE "X" (AREA OF MINIMAL FLOOD HAZARD) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031 C0407 J, REVISED NOVEMBER 02, 2018 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A Fl.ORIDA LICENSED SURVEYOR AND MAPPER." lcHECKED BY: __ , 1DRAWN BY: DAF I lr1LE: 2021-0998 -- I • 1 -.t- 10 ...)~ 8.1 MAP SHOWING SURVEY OF LOT 44, OCEAN WALK UNIT TWO ASRECORDED IN PLAT BOOK 42, PAGES/ in 13, 13A, 138, 13C AND 13D OF THE CURRENT PUBLIC RECORDS OF / ~ ~ DUVAL COUNTY, FLORIDA. II) f;:; := ii. 45 ----- X 9.4 I 4J C/J ,.._ ,. :::)."> f ;;; c5;:: it, i:. :,t-0 0 // ~-:! II ~ c;f l@ll)C / 0 := ---------------;o; ---7 r-. I ' I ', J \ I \ I X 1112 I I I / I I I J 0) J I I I a, 35.,(J• I / J I I xa.p X95 / ', ~/ ---- --x.--------~ --·o ..... , X 9.7 X 9.7 NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. 2. BEARINGS ARE BASED ON THE SOUTH LINE OF LOT 44, BEING NORTH ao·s9•45• WEST, AS PER PLAT. 3. NO BUILDING RESTRICTION LINES AS PER PLAT. , 4. EASEMENTS SHOWN HEREON ARE PER PLAT AND FOR THE PURPOSE OF DRAINAGE, UTILITIES AND SEWERS, UNLESS OTHERWISE STATED. 5. BENCHMARK USED IS X-CUT AT NORTHWEST CORNER OF TRANSFORMER PAD AT SOUTHWEST CORNER OF RESIDENCE NO. 2263. ELEVATION=9.15 (NAVD 1988). 6 . BENCHMARK USED WAS ESTABLISHED BY GPS OBSERVATION USING SPECTRA PRECISION SP 80 L 1 /L2 EQUIPMENT AND TRIMBLE VRS SOFTWARE. 7. FLP DENOTES FIBERGLASS LIGHT POLE 8. GV DENOTES GAS VALVE 9. INV DENOTES INVERT 10. MB DENOTES MAILBOX 11. RCP DENOTES REINFORCED CONCRETE PIPE 12. TP AD DENOTES TRANSFORMER PAD 13. WM DENOTES WATER METER X 7.32 CURB INLET A BENCHMARK : SET MAG NAIL & V DISK, LB 3672 ELEVATION-6.99 (NAVO 1988) GRATE EL=6.80 (W)15" RCP INV•2 .93 X 7.30 10 30 SCALE: 1" = 20' IMPERVIOUS: HOUSE = 3174 SQUARE FEET DRIVEWAY = 1166 SQUARE FEET CONCRETE/BRICK = 42 SQUARE FEET A/C PADS= 16 SQUARE FEET GENERATOR PAD= 7 SQUARE FEET TPAD = 4 SQUARE FEET I I TOTAL IMPERVIOUS = 4409 SQUARE FEET LOT SIZE = 14,225 SQUARE FEET PERCENTAGE OF IMPERVIOUS= 317. --itq-;t 11 t--t::-:c,--11-1---s1 s·oo·oo·w a.as· (FIELD) ~-IO'Xto· s1s·47'58"W 8.87' X 7.41 LO T 43 £Astii£Nr I • l8 6695 I THIS SURVEY IS CERTIFIED TO: JOHN PIERSON; STEVEN PIERSON AND KATHERINA HAIDENTHALER. I I I I BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA (904)241-8550 JASON 0. BOATWRIGHT, P.S.M. FLORIDA llCEN SURVEYOR and MAPPER No. LS 7292 FLORIDA LI . MAPPING BUSINESS No. LB 3672 I DAlE: JULY 29, 11 SHEET--'1_ OF 1 •/W3 C•..>M•'LIAN1 D!:8RIS DRAlr-1 THE NEXT REVOLUTION IN SAFETY DRAIN TECHNOLOGY PARAMOUNT POOL & SPA SYSTEMS' MDX-R3 VGB 2008 COMPLIANT DEBRIS DRAIN EFFECTIVE- LY ELIMINATES DEBRIS THAT IS DELIVERED TO THE DRAIN AND OFFERS SEVERAL LAYERS OF ANTI-ENTRAPMENT PROTECTION FOR YOUR LOVED ONES. ■ IAPMO TESTED TO MEET THE ANSI/APSP-16 2011 ANTI-ENTRAPMENT REQUIREMENTS. ■ RATED FOR A MAXIMUM SYSTEM FLOW RATE OF 132GPM. ■ THE MDX-R3 SUMP HAS A 2" PORT TO AC- COMMODATE A HYDROSTATIC VALVE. ■ ENLARGED SUCTION ELEMENT PROTECTS AGAINST HAIR AND CLOTHING ENTRAPMENT. ■ SPECIALLY DESIGNED OPENING TO PRO- TECT AGAINST HAIR ANO MECHANICAL ENTRAP- MENT WHILE EFFICIENTLY ACCEPTING LARGE DE- BRIS. ■ FOR CONCRETE. VlNYL, AND FIBERGLASS POOLS. ■ LARGE CAPACITY SUMP ELIMINATES PLUGGED DRAIN SERVlCE CALLS BY ALLOWING MOST DE- BRIS TO PASS THROUGH. ■ OUTSTANDING FOR POOLS AS WELL AS SPAS, OVERFLOW BASINS, AND FOUNTAINS. ANYWHERE DEBRIS NEEDS TO BE REMOVED. Proven dependability that"s i n a class by itself. lr1 ti ll Flo r1ir11p<, h.Jve am;issEid =i r.,corrl o f f,dd-proven r, I ,11,111 v th,1t s unrn.~trlwrl hv any other v ar1ilbl e speed pump He r es how • f,Nmarwnt m]g11,0 t motor rur1s .oolcr, µroducc'"' lcs· vrhr :itron tl,Jn intiuctror· motors. • I Jtallv cnclos;;d fan-cooled ITEI Cl d,:c;1qn protr-cts ag Inst till eler11r Ill!> Su. whr11 v<JU 1nw<,I 111 IIH' •,uper1rJr e n g111t-ering of an In t 0 ll1Hn r,u np. yu11 ll ··c,111 till:· cl1v1rf,,11ds f,1r v, a, r, t , ·c,n,1.• Vs t vnw l't.11ta1r pr ules!-.1011dl now ... :rnd tc!I ti 1e er 1/ovrn,ml lwgr11 How d oes your pool pump measure ... lntelliFlo pumps v s . sin gl e-speed pool pumps Benefit Up to $1,500 estimated cost savings each year' Energy sav i ngs up to 90% Longer pump life Permanent m agnet motor, as in hybrid ca r s, reduces noise and vibration Improves filter and chlorinator performance Helps reduce algae bu ild-up Lets you add pool featu res w i tho u t reduc ing pump effi ciency Totally encl?sed fa n -cooled ITEFC) design pr otec ts working parts Built -in d iagnostics protect the pump for l onger service life 8 programmable speed se t ti ngs and bu ilt-in timer assu re opt imum speed and run times for maximum efficiency a nd savings l n telliFlo pumps vs. o ther variabl e speed po ol pumps Benefit World's first-ever variable speed pool pump More t otal energy savings t han any other pool pump family in history N early a de cade of proven in -field reliability Outsells all other va r iable speed pool pumps ►~PENTAIR SPEED \ • 750 RPM 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 WATER FLOW RATE IN U.S. GALLONS PER MINUTE T ,. t', ·.,~ . ·· I I t"I-·',' . h~lv' 1 1 111 Pt t lntelliFlo Va r iable Spee d Pu mp YES YES YES YES YES YES YES YES YES YES lntelliFlo Variable Speed Pump YES YES YES YES ,_ ,• 1 AVAILABLE FROM: , l I hAWKINS N✓F. ',/ll~rDRO, !\JC? · l 1 ,,J(I , '1 '·~ WWv\ r'EN1 IVi C I 0'' 1\ .... 1.J. t ' I JI • I f I I I 1 .. r ,., .. • /• t '' pum ps • filter s • h ealers • heal pumps • automation • lig h t i ng • clec:i ner s • su ni t1zers • water fea l ures • rna 1nlen ance produc t s 6/"i6 Part II Pl-127 ©2016 Pe nt a ir Wat e r Pool a nd Sea. In c. All ro ghls reserve d. • ,@ .. Model Filter Vertical Filter Number Area Sq . Ft. Clearance* Diameter cc 50 50 30" 15.5 " cc 75 75 39" 15.5" cc 100 100 61" 15 .5" cc 150 150 76" 15.5" cc 200 200 76" 15 .5" Carefree ... by design Like all Pentair Water Pool and Spa® cartridge filters, the Clean & Clea r® f ilter features an easily-cleaned cartridge for the ultimate 1n ca refree pool filtration. The fiberglass- reinforced tank halves are secured with an innovative cla mp ring-just loosen the r ing and remove t he top half for easy cartridge access and r insi ng. Filter maintenance doesn't get any easier: • I ½" drain and washout for quick and convenient maintenan ce and winterization. • Innovative lock-ring requ ires only half of a revolution for a sa fe , leak-proof seal. Flow Rate GPM Turnover Capacity-Res. (Gallons) Re s .** Com. 8 hrs. 10 hrs. 12 hrs . so 75 100 150 150 19 28 38 56 75 24,000 30,000 36,000 36,000 45 ,000 54,000 48,000 60,000 72.000 72.000 90,000 108,000 72.000 90 ,000 108,000 * Required clearance to remove filter elements . ** Maximum flow rate. • 2" plumbing for maximum flow. • Single p iece base and body designed for maximum durability. • One-year limited warranty. See warranty for details. AvaUab le from : ♦Pentair Pool Products® Because reliability matters most® www.pentairpool.com Pho ne: 800-83 1-713 3 pumps / filte rs / heat e rs / heat pumps / automati o n / lighting / cl eane rs I saniti zers / water fe atures / maintenance produ cts 3111 Part# Pl-121 9 ©201 I Penta,rW•ler Pool and Spa. Inc.All nghtsreserved. ·- Unit S p e c i f i c a t i o n s S012 5 S 0 1 4 5 S 0 2 2 5 S 0 1 2 0 R S Q 1 6 6 R BTUs 80/80/80 101,00 0 1 1 9 , 0 0 0 1 4 3 , 0 0 0 1 1 0 , 0 0 0 1 2 6 , 0 0 0 f•aM ll!ff'ICIOl1ben1 all/ 80/80/63 95,00 0 1 1 2 , 0 0 0 1 3 4 , 0 0 0 1 0 3 , 0 0 0 1 2 0 , 0 0 0 <Otawe,_...,.,,tf) 80/50/63 62,00 0 7 5 , 0 0 0 9 0 , 0 0 0 7 2 , 0 0 0 8 2 , 0 0 0 C.O.P. 80/80/80 6.5 6 . 8 6 . 5 5 . 5 5 . 6 Co.tlk .. nl 01 .,,_rto,ffllll'IC• 80/80/63 6.1 6 . 4 6 . 1 5 . 3 5 . 3 (...-..U.f 18mr,//IIT6efll • ., "IN9""""°'1~) 80/50/63 4.0 4 . 2 4 . 0 4 . 0 4 , 0 Refrigerant R410 A R 4 1 0 A R 4 1 0 A R 4 1 0 A R 4 1 0 A Electrical Heal or Heat & Cool H H H H & C H & C kW Input 4.6 5 . 1 6 . 4 5 . 9 6 . 6 A · 208-230/60/1 Voltage/Hz/Phase A A . B & G A . B . E & G A & B A . B . E & G B · 200-230/60/3 Max. Fuse Size A-6 0 A - 6 0 A · 6 0 A - 6 0 A - 6 0 E • 380-415/60/3 B • 5 0 8 - 5 0 B · 5 0 B - 5 0 G • 460/60/3 G - 2 0 E • 3 0 E · 3 0 G · 2 5 G · 2 5 Min. Circuit Ampacity A-40. 5 A · 4 2 . 1 A · 4 2 . 1 A - 3 8 . 5 A - 4 2 . 1 8 • 3 1 . 0 B • 3 3 . 3 B - 3 1 . 0 8 - 3 3 . 3 G • 1 4 . 2 E • 1 8 . 4 E · 1 8 . 4 G • 1 6 . 2 G • 1 6 . 2 Water Flow MinJMax. tcPfflJ 30/7 0 3 o n o 3 0 / 7 0 3 0 / 7 0 3 0 / 7 0 A t¼latttr 9yµo,~~ Kil l1 requ1l'OO when lbw ra1es 8JC89CI thli maximum Physical Weight (IIS) 268 3 2 8 3 2 8 2 6 8 3 2 8 Length x Width x Height tin) 34' X 34' X 4 4 ' 3 4 ' X 3 4 ' X 4 4 " 3 4 ' X 3 4 " X 4 4 " 3 4 ' X 3 4 ' X 4 4 ' 3 4 ' X 3 4 ' X 4 4 · Shipping Weight i"'l 329 3 9 0 3 9 0 3 2 9 3 9 0 Length x Width x Height tonJ 38' X 36' X 4 9 ' 3 8 ' X 3 6 ' X 4 9 ' 3 8 ' X 3 6 ' X 4 9 · 3 8 ' X 3 6 " X 4 9 ' 3 8 ' X 3 6 ' X 4 9 · Ra»d In ac::cordAnCe wiltlARI s t a n d a f f l 1 \ 6 0 w a V K ~ a m b t e n l & i r f r o i a l M ? h u m i d i t y Spea l i c a l i o n s : N l f o c 1 1 0 c h a n g 8 H e a t w a v e S u p e r Q u i e t ® The MasterTemp heater's easy-to-read controls make system operation and monitoring simple. Pool and spa temperatures can be pre-set and controlled with the push of a button. A digital display indicates the water temperature, and five LED lights give you system status and let you know if the heater needs service. • .,,,, , 1 ' ~ 1 ~ 1 l~·~ J ~ • CPC1458340 www.coastalluxurypv.com 8/17/2021 ,t~ CC)/\~ fJ\I I UXl !RY Customer Name: ____ __:..P..:.:ie:.:.r..::.so;:.;n.:.,•....:S:..:te.:..v....:e:.:.n'------ Address: ____ 2_24..:.:2;;..;;;.B.;;;.arcce..:.:fo;...;o_;_t _;_T....;ra-'ce..;._ __ _ City, State , Zip: __ __;_A..::tl..::.a:.:.nl::..::ic:....:B:..:e:..::ac:::c hc.:.,,...:..F-=L:....:3:..::2..::.23:::..:3:...._ __ 115 Solana Rd , Suite C Ponte Vedra Beach, FL, 32082 Office 904-272-7946 Office 904-543-2626 Fax 866-609-2717 ANSI/APSPt 7, 2013 Specifies three methods for determining the maximum system f low rate. The following simpl ified TOH calculation is one of the methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate Min imum Flow Rate Required: 35gpm per skimmer (required: 1 skimmer per 800 sq ft of surf. a rea) 1 . Calculate Pool Volume ___ 39_2 __ x ___ 4.;..;.5:;__ __ x 7.48 (gal./cubic foot)= __ 1_3_19.;..4_._72 __ (Surface Area) (Avg Depth) (Volume In Gallons) 2. Determine preferred Turnover Time in HoL. __ ....,.....:6 ___ x 60 (Min/Hr) (Hours) 360 (Turnover In Min.) 0 36.652 3. Determine Max Flow Rate. __ ..:1:.::3.:.:,1:.::9.::;5 __ / (Volume In Gallons) __ ..:3..:6.:.0_....,...+ (Turnover In Min.) (Auxiliary Flow Rate) (System Flow Rate) 4. Spa Je....:ts:..:.: _.....::.6_.....::.x:____:1.:.S_GPM per Jet = ___ 9;...0:__ ___ 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 t h e following calculation s for the pool & Spa) Determine Pipe Sizes: Branch Piping to be __ 3 __ Inch to keep velocity @ 6 fps max. at Return Piping t o be __ 2 __ Inch to keep velocity@ 8 fps max. at Suction Piping to bE __ 2_.5_ Inch to keep velocity @ 8 fps max. at __ 13_6 __ gpm Maximum System Flow Rate __ 8_2 __ gpm Maximum System Flow Rate __ 11_7 __ gpm Maximum System Flow Rate Determine Simplified TDH: 1 . Distance from pool, to pump In Ft: _ _.:.3.c...6 __ 2. Friction loss (in suction pipe) In 2.5 Inch pipe per 1 t. @ gpm = _o_.0_8_ (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in 2 inch pipe per 1 t. @ gpm = 0.1 (from pipe flow/friction loss chart) 4. ____ 3_6 ____ X ___ ....:0:..:..1:;_____ 3.6 (l ength of Return Pipe) (Ft of head/1 ft of Pipe) (TOH Return Pipe) s. __ ---,-_3_6 ____ x ___ ..:o~.o..:8 __ _ (Length of Suction Pipe) (Ft of head/1 ft of Pipe) 2.88 (TOH Suction Pipe) Flow and Friction Loss Per Foot (Schedule 40 pvc Pip e) TOH in Piping __ 6:..:·...:.48=-- Velocity -Feet Per Second Filter loss in TOH (from filter data sheet) ___ 7;..._ __ Pipe Size 6 FPS 8 FPS Heater loss in TOH (from heater d ata sheet) ___ 7:__ __ Total all other loss ____ _ 1.5" 37gpm 0.08' 50gpm .14 ' Total Dynamic Head (TOH) __ 20_.48 __ 2" 622cm 0.06' 82eom .10' 2.5" 88epm 0.05' 117eom .08' 3" 13i;,,nm 0.04' 181aPm .07' Determine the Number and Type of Required In-floor Suction Outlets: (Check all that a p ply) 0checkQ~3~Q 1 ----'C---suction outlets @ __ 1_3_2 __ gpm max. flow (see note 2) Ocheck O O O ----su ction outlets @ _____ gpm max. flow (see note 3) □ Check channel drains @ ____ g pm w/ ports (see note 4) I Filter Make/Size Pa r amount MDX-R3 CPC1458340 www .coaslalluxurypv.com 8/1 7/2021 ,.t~ C O /t STld . I UXU ltY 115 Solana Rd , Suite C Ponte Vedra Beach , FL, 32082 Office 904-272-7946 Office 904-543-2626 Fax 866-609-2717 TDH Calculation Options (For each Pump) Check one 0 Simplified Total Dynamic Head (STDH) Complete STDH Worksheet -Fill in all blanks D Total Dynamic Head (TDH) Complete Progr am or other calcs. Fill in required blanks on worksheet & attach calculations D Maximum Flow Capacity of the new or repla cement pump Notes: 1. If a variable speed pump is used, use the max pump flow In calculations 2. For side wall drains, use appropriate side wall drain flow as published by manufacturer 3. Insert manufacturer's name and approved maximum flow 4. See Installation instructions for number of ports to be used 5. ln---Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI A112.19.8 and be embossed with that edition approval 6. Pump, Filter and Heater make and model cannot change, and equipment location cannot be move closer to the pool without submitting a revised plan and TOH calcu lation worksheet for approval Pipe Size 1.S" 2" 2.5" 3" 4" 6" Velocity -Feet Per Second 6 FPS 37gpm 62gpm 88gpm 136gpm 234gpm 534gpm 8 FPS 0.08' 50gpm 0.06' 82gpm 0.05' 117gpm 0.04' 181gpm 0.03' 313gpm 0.02' 712gpm Date Cont ractors Signature Kevin J. Carroll Pri nt Name CPC 1458340 certlflcatlon Number 904-548-2626 Telephone Number . 14' .10' .08' .07' .0 5' .03' ANSI/APSP/ICC Worksheet Swimming Pool Energy Efficiency Compliance Information Note: These Requirements Apply ONLY to the FIitration Pump Maximum FIitration Flow Rate Calcutlations Pool Water Volume 13195 + 360, 36.652 gpm = f iltration flow rate Is there an Auxiliary load on the filtration pump? Ye~ NOD If so, what is the auxiliary flow rate O gpm Maximum Flow Rate 36 .652 gpm (maximum auxiliary pool loads or the filtration flow rate, whichever is greater. The pool filtration flow rate shall not be greater than the rate needed to turn over the pool water volume in 6 hours or 36 gpm whichever is greater. This means that for pools of less than 13000 gallons, the pump shall be sized to have a flow rate of 36 gpm or less. Suction Pipe size @ 6 fp 2.5 Inch Return Pipe size @ 8 FP~ 2 inch Filter Factors: (Cartridge .375) or (D.E 2) or (Sand 15) 36.652 -'-0.375 97.73866667 (flow rate) (filter factor) (minimum filter size) Filter Make/Size Pentair Cllean & Clear Cartridge 200 Ba ckwash valve? YesO Noli] (If yes, must be 2 inch m i n) Pump Selection from APSP database on Curve A (less than 17000 gallons) or C (greater than 17000 gallons) (circle one) Model Pentair lntelliflo VSF -Variable Flow Rate (low speed) ~ gpm@ 625 rpm Flow Rate (high speed) 72.5 gpm@ 3450 rpm l (not requi red if no auxiliary load on filtration pump) Pump Controls: Standard time clock/ 2 speed time clocO or other variable Speed Pump Heater Model: Pentair Mastertemp Gas Heater 400K Note: Suction Piping In Front of Pump Inlet Must Be 4 pipe diameters In length . Must have 18" of straight pipe after the filter for Solar . Swimm ing Pool Specifications for: Owner: Pierson, Steven Address: 2242 Barefoot Trace City, State, Zip: Atlantic Beach, FL 32233 CPC1458340 www.coastalluxurypv.com 8/17/2021 p s I I 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 ,£~COASTA i LUXURY Total Head In Feet Conversion Chart Inches Mercury (Vacuum Gauae) 0 2 4 6 8 10 12 0 2 .3 4 .5 6 .8 9 11 .3 13.6 2 .3 4 .6 5 .8 9.1 11.4 13 .6 15.9 4 .6 6.9 6 .1 11.4 13.7 15 .9 18.2 6.9 9.2 11 .5 13.7 16 18.2 20.5 9 .2 11 .5 13.8 16 18 .3 20.5 22.8 11 .5 13.8 16.1 18.3 20 .6 22.8 25.1 13.9 16.1 18.4 20.6 22 .9 25.2 27.4 16.2 18.4 20.7 23 25.2 27.5 29 .7 18.5 20.7 23 25.3 27.5 29.8 32 20.8 23 .1 25 .3 27 .6 29.8 32.1 34.3 23.1 25.4 27 .6 29.9 32.1 34.4 36 .7 25.4 27 .7 29.9 32.2 34.5 36.7 39 27.7 30 32.2 34.5 36.8 39 41 .3 30 32.3 34 .5 36.8 39.1 41 .3 43.6 32.3 34.6 36.9 39 .1 41.4 43.6 45.9 34 .6 36.9 39 .2 41.4 43 .7 45.9 48.2 37 39.2 41 .5 43.7 46 48.3 50 .5 39.3 41 .5 43 .8 46.1 48.3 50.6 52 .8 41 .6 43.8 46.1 48.4 50.6 52.9 55.1 43.9 46 .2 48.4 50 .7 52.9 55 .2 57 .4 46.2 48.5 50.7 53 55 .2 57.5 59.8 48.5 50 .8 53 55 .3 57 .6 59 .8 62.1 50.8 53 .1 55.3 57 .6 59.9 62.1 64.4 53.1 55.4 57 .7 59 .9 62.2 64.4 66.7 55.4 57 .7 60 62 .5 64.5 66.7 69 57.8 60 62.3 64.5 66.8 69 .1 71 .3 60 .1 62 .3 64.6 66.8 69.1 71.4 73.6 62.4 64.6 66.9 69.2 71.4 73.7 75.9 64.7 66.9 69.2 71 .5 73.7 76 78.2 67 69.3 71 .5 73.8 76 78 .3 80.5 69.3 71 .6 73.8 76.1 78.3 80.6 82.9 71 .6 73 .9 76 .1 78.4 80.7 82 .9 85.2 73.9 76 .2 78.4 80.7 83.1 85 .2 87.5 76.2 78.5 80.7 83 85.3 87 .5 89.8 78 .5 80.8 83.1 85.3 87.6 89.8 92.1 80 .9 83.1 85.4 87.6 89.9 92 .2 94.4 14 16 15.8 18.1 18.1 20.4 20.4 22.7 22 .8 25 25.1 27 .3 27.4 29 .6 29.7 31 .9 32 34.3 34.4 36.6 36.6 38.9 38.9 41 .2 41 .2 43.5 43.5 45.8 45.9 48 .1 48.2 50 .4 50.5 52 .7 52 .8 55 55 .1 57.4 57.4 59.7 59.7 62 62 64.3 64.3 66.6 66.6 68 .9 69 71 .2 71 .3 73.5 73 .6 75.8 75 .9 78.1 78.2 90.5 80.5 82 .8 82.8 85 .1 85 .1 87.4 87.4 89.7 89.7 92 92 94.3 94.4 96.6 96.7 98.9 18 115 Solana Rd, Suite C Po nte Vedra Beach , FL. 32082 Office 904-272-7946 Office 904-543-2626 Fax 866-609-2717 20.3 22 .7 25 27 .3 29.6 31.9 34.2 36.5 38.8 41 .1 43.4 45.8 48.1 50.4 52.7 55 57.3 59.6 61 .9 64.2 66.5 58.9 71 .2 73.5 75.8 78 80.4 82 .7 85 87.3 89.6 92 94.3 96.6 98 .9 101.2 * NOTE: FIELD TOH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TOH . ** GAGES TO BE INSTALLED AT THE TIME OF FINAL INSPECTION FOR VERIFICATION . Revision Request/Correction to Comments City of Atlantic Beach Building IJlepartment 800 Seminole Rd, Atlantic Beach ., FL 32233 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: POOL21 -0033 0 Revision to Issued Permit OR D Corrections to Comments Date:08/31/202 1 Project Address: 2242 Barefoot Trace, Atlantic Beach, FL 32233 Contractor/Contact Name : Chris A. Myers ------------------------------- contact Phone: (904) 543-2626 Email : Chris@coastalluxurypv.com ------------ Description of Proposed Revision / Corrections: Added the qualify agent to the permit application. I_C_h_ris_A_._M....:cy_e_rs ________ 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? 0No E] Yes (additional s.f. to be added: ____________ ) •~ill proposed revision~c_orrec~ions ad~ add'.ti~nal increase in building value to original submittal? lJNo 0•ves (add1t1onal increase In building alue: $ $ 0,00 ) (Contractor must sign If increase In va l uation) (Office Use Only) [½pproved D Denied D Not Applicable to Department Permit Fee Due $ ------ Revision/Plan Review Comments ____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 POOL21-0033 ;flJJt ? Building Permit Application ~~ 't City of Atlantic Beach Building Department ,..,.,J;!l:J'-800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us Updated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAV IS REQUIRED. Job Address:~J.,4.;t 1,AQE, f9?C -r<2:A(f:1 ~I.AN-t-,'c... ~6.t\(M I FL ,~33Permit Number: __________ _ Legal DescriptionwrL\4 1~@LV::.1U'-J1T11.U)1~~\.\a, ,~(c;)-1?>-1:>!) RE# ,\bq4lo3 -05qo Valuation of Work (Replacement Cost) $ ;,Q, Oi) Q Heated/Cooled SF ____ Non-Heated/Cooled. ____ _ • Class of Work: □New □Addition □Alteration □Repair □Move □Demo □P ool □Window/Door • Use of existing/proposed structure(s): □Commercial IYResidential • If an existing structure, is a fire sprinkler system installed?: □Yes □No • Will De scribe In detail the type of work to be performed: \ N(:n OO\JN1::> SW\ rn -rN r0 6J '1'ooL Florida Product Approval # __________________ for multiple products use product approval form Property Owner Information Name 5.,-~'\l-t ~ '.'1/' f.,~'O~ City ~ \JOQ., ..H i U ... S State ~ :S E-Mail ~G-p, :ER.SON @) OUT l.OoK • (,.Qro Address 1~ TIE Lv.,:,,cv( U+N E. Zip 0":\01"8; Phone (q '\~)-U 391 -qp la Y Owner or Agent {If Agent, Power of Attorney or Agency Letter Required) __________________ _ Contractor lnformati Name of Company ~·=....!.:o1:!....!...!=--=~=~.:::..:.-==-..:..::=-..::..:::!:::..._ Qualifying Agent fuc 1° (\ --r C k\,,l -VvTr::\ \ Address ~,\ £ ~m-City~t"i, ""'TM"'P:)t..Cr<-" State Fl-Zip 3.;1,0~ ~ Office Phone 0\0\.( Job Site Contact ~mber State Certification/Registration # C, E-Mail \( -e. V; N led ~'::1-~-~-L_t;_\.:l_X_\l_a.y __ py ____ C.O_'f":_() ____ _ Architect Name & Phone# _________________________________ _ Engineer's Name & Phone#--=..,....--------,--..,..,...--'{:.~---------------.---.--........... ._,..-- Workers Compensation Insurer . OR Exempt □ Expiration Date_.,___.....___-=-"-"-'==-- Application is hereby made to obtain a permit to do th ork 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, TAN KS, 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 additiona l permits required from other governmenta l 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 w ill be done in comp li ance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN%;Y~ENCEMENT. 4,,,., ( c:::::1:e. (Signature of Owner or Agent) (Signq{ure of Contractor) I ~nally Known OR I ) Produced ldentificatio Type of Identification: -~IQli;N~N~N~~i:A::-V;:;;:::l [~ally Known OR [ ) Produced Identification Type of Identification: -~w~~~~~~~;;;;;;;;~~~ 4' 3 ' 23' 6" 30' 1 5 ' 1 6 ' 21' 6" 3.5' Deep 5.5' Deep 5' 6" 4 ' 3 " 2' 6" 15' x 30' Pool 391 sq ft 90 linear ft 5.6' x 8' Spa, Level with the pool with 15.5 extended spillway 1511 sq ft of pool deck S t e p S t e p S t e p B e n c h Bench Swimout/BenchGas Firepit 34 ' 1 " 55' 6" 28 ' 1 " 12' 114 linear ft of Baby Barrier per Safety Code 1 5 ' 4 " 15' 10" Remove Existing Wooden Deck and Step 4' x 10' Pool Equipment pad 19' 3"15.5 x 19.5 Pergola 8 ' DJ D J D J D J F Bubbler Skimmer Side Suction Wall Return Main Drains Plumb Only for Auto Fill Water /Hose Bib F Spa Fountain Line Spa Jets LED Pool Light Spa Lights Existing Gas Tank LEGEND G R 2' 1" SJ SJ SJ SJ SJ SJ SJ REQUIRED: (4) 3' LONG 8 GAUGE COPPER WIRE BONDING POINTS FROM POOL STEEL CONNECTED TO EQUIPOTENTIAL BONDING GRID 4" - 6" DEEP AND 18" - 24" FROM WATERS EDGE. 12' Summer kitchen Scale: 1/8" = 1 ft Name:Steven Pierson Address:2242 Barefoot Trace City, State, Zip:Atlantic Beach, FL 32233 CLIENT INFORMATION Size:15' X 30'Area:SQ FT Pool Gallons:13,195 Depth:3.5' - 5.6'Perimeter:LN FT Spa Gallons:44 Plaster Type:Sun Stone Pearl Ice Plaster Color:COVE BLUE ICE POOL SPECIFICATIONS Size:5.5' x 8'Area: SQ FT Depth:3'Perimeter:LN FT Raised Height:LEVEL WITH POOL Spillway:15.5 EXTENDED TILE Number of Jets: 6 Interior:SAME AS POOL SPA SPECIFICATIONS # of Down Jets:4 # of Skimmers:1 # of Pool Main Drains:1 FLOOR, 1 SIDE # of Spa Main Drain:1 FLOOR, 1 SIDE Cleaning System:INFLOOR # of In-Floors:15 # of Vac Lines:N/A Type of Robot Vac:N/A Water Features:N/A Branch Piping:3.0 Trunk Piping:2.5 Return Piping:2.0 PLUMBING SPECIFICATIONS Pool Pump:PENTAIR INTELLIFLO VSF 2nd Pump:N/A Filteration Type:PENTAIR CLEAN & CLEAR Filter Size:200 SQ FT Heat Pump:AQUA CAL ICE BREAKER SQ166R Heater:PENTAIR MASTER TEMP 400 BTU Chlorinator:PENTAIR INTELLICHLOR Blower:AIR SUPPLY 2HP Pool Automation:EASY TOUCH Computer Controls:SCREEN LOGICS # of Pool Lights:1 LED (WITH NICHE)# of Spa Lights:1 LED (WITH NICHE) EQUIPMENT SPECICATIONS Tile Vendor:MASTERTILE Tile Product #:KEYWEST Locations:ALL Spillways:TILE Glass Tile Vendor:N/A Glass Tile Location:N/A Trim Tile NGCZ 1295 Spa Exterior:N/A TILE SPECIFICATIONS Type of Paver:BELGARD Pool Deck Area:1511SQ FT Size of Pavers:4 x 8 HERRINGBONE Paver Color:AMARETTO Type of Coping:TRAVERTINE Coping Perimeter:222 LN FT Size of Coping:12" X 24"Coping Color:SHELLSTONE Footer:N/A Retaining Wall:N/A DECK SPECIFICATIONS Baby Barrier: x Screen Enclosure: Fence:Pool/Spa Water Alarms: SAFETY REQUIREMENTS PER SAFETY CODE Sales Team:DAVID BENJAMIN & MARIANA LAFAIVRE Checked By:JASON WINTER Drawn By:CHRIS MYERS Date of Contract: Date of Drawings: Contractor & License #:KEVIN CARROLL, CPC1458340 PAGE DOCUMENT INFORMATION Construction Drawing Scale: 1/8" : 1' Construction Drawing Scale: 1/8" : 1' 115 Solana Rd, Suite C Ponte Vedra Beach, FL 32082 Office 904-543-2626 - CPC 1458340 I I I . 0- 0 ..,,Hp ~ I I I I .,. • • 0 ... ii I I I I ~ i!r □ ' \ ' ' ' ' ' --- I .. \ -• .. . -• I . . . . \ . . . . . -_\ -I ~ / vv ~ p-b-r, ~I r~ ( D--"'!'.-' --u ·V <D :t-1 p-~ ! ' . ... , p- nln I•~ •l ~ ~ f \J p-© •l p-!;I I~ !;I ~ b--~ V ' ,i.Lt, ... ' 0 @ 0 ~~ . . . . ~ . -,-.. . . ~ ~~ r••••••••••••••••••••••••• I ..._ ,--. -+--' I ~~ I -I ' , I I I "'~ ....____ ~ □ ~ _____ \ ~ I ' ' ' ' ' ' : : r ~ ~~~~J\l. LUXURY I I 8 ' DJ D J D J D J F Bubbler Skimmer Side Suction Wall Return Main Drains Plumb Only for Auto Fill Water /Hose Bib F Spa Fountain Line Spa Jets LED Pool Light Spa Lights Existing Gas Tank LEGEND G R 2' 1" SJ SJ SJ SJ SJ SJ SJ REQUIRED: (4) 3' LONG 8 GAUGE COPPER WIRE BONDING POINTS FROM POOL STEEL CONNECTED TO EQUIPOTENTIAL BONDING GRID 4" - 6" DEEP AND 18" - 24" FROM WATERS EDGE. BRANCH PIPING 3.0" SCH 40 PVC BETWEEN MAIN DRAINS RETURN TRUNK PIPING 2.0" SCH 40 PVC FROM THE PUMP TO RETURN LOOP PIPE AROUND POOL RETURN LOOP PIPING 1.5" SCH 40 PVC FROM TRUNK PIPE TRUNK PIPING 2.5" SCH 40 PVC TO THE PUMP CONDUIT FOR LED LIGHTS Scale: 1/8" = 1 ft Name:Steven Pierson Address:2242 Barefoot Trace City, State, Zip:Atlantic Beach, FL 32233 CLIENT INFORMATION Size:15' X 30'Area:SQ FT Pool Gallons:13,195 Depth:3.5' - 5.6'Perimeter:LN FT Spa Gallons:44 Plaster Type:Sun Stone Pearl Ice Plaster Color:COVE BLUE ICE POOL SPECIFICATIONS Size:5.5' x 8'Area: SQ FT Depth:3'Perimeter:LN FT Raised Height:LEVEL WITH POOL Spillway:15.5 EXTENDED TILE Number of Jets: 6 Interior:SAME AS POOL SPA SPECIFICATIONS # of Down Jets:4 # of Skimmers:1 # of Pool Main Drains:1 FLOOR, 1 SIDE # of Spa Main Drain:1 FLOOR, 1 SIDE Cleaning System:INFLOOR # of In-Floors:15 # of Vac Lines:N/A Type of Robot Vac:N/A Water Features:N/A Branch Piping:3.0 Trunk Piping:2.5 Return Piping:2.0 PLUMBING SPECIFICATIONS Pool Pump:PENTAIR INTELLIFLO VSF 2nd Pump:N/A Filteration Type:PENTAIR CLEAN & CLEAR Filter Size:200 SQ FT Heat Pump:AQUA CAL ICE BREAKER SQ166R Heater:PENTAIR MASTER TEMP 400 BTU Chlorinator:PENTAIR INTELLICHLOR Blower:AIR SUPPLY 2HP Pool Automation:EASY TOUCH Computer Controls:SCREEN LOGICS # of Pool Lights:1 LED (WITH NICHE)# of Spa Lights:1 LED (WITH NICHE) EQUIPMENT SPECICATIONS Tile Vendor:MASTERTILE Tile Product #:KEYWEST Locations:ALL Spillways:TILE Glass Tile Vendor:N/A Glass Tile Location:N/A Trim Tile NGCZ 1295 Spa Exterior:N/A TILE SPECIFICATIONS Type of Paver:BELGARD Pool Deck Area:1511SQ FT Size of Pavers:4 x 8 HERRINGBONE Paver Color:AMARETTO Type of Coping:TRAVERTINE Coping Perimeter:222 LN FT Size of Coping:12" X 24"Coping Color:SHELLSTONE Footer:N/A Retaining Wall:N/A DECK SPECIFICATIONS Baby Barrier: x Screen Enclosure: Fence:Pool/Spa Water Alarms: SAFETY REQUIREMENTS PER SAFETY CODE Sales Team:DAVID BENJAMIN & MARIANA LAFAIVRE Checked By:JASON WINTER Drawn By:CHRIS MYERS Date of Contract: Date of Drawings: Contractor & License #:KEVIN CARROLL, CPC1458340 PAGE DOCUMENT INFORMATION Scale: 1/8" : 1' PLUMBING PLAN Scale: 1/8" : 1' PLUMBING PLAN 115 Solana Rd, Suite C Ponte Vedra Beach, FL 32082 Office 904-543-2626 - CPC 1458340 I I I ~ I I I I I I I ... • • 0 • 8 I I I I I ~ ti D I I/ \. 7 I \ ..L 1 -:I.I [\ vu ..., i>- I i2l ii,.\ I/ ( r'i ~I [ffl] -~ D.. ~-i ~ ....... ,/ H ) '--" J---.i F= h... , y i,, ----t ;>-j,.. ~ 1: h1 :>,--------1:..-_-------__ _____,,_,, jrr _,.. I & '1, i I ~ I U) I -----------------------------------------I,,.--; ------- .. ---------\ --------------------------------- I -7 ~ I ._____I -------1..__I _____l_l ===r==I ~I I I I I =~1111 -I I >=' , I ~ ' □ I --~ I r ~,' s:~~CT~Ls LUXURY - II II II 11 I I L.__ I GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRACTOR'S POOL PLAN ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2020 ANO FLORIDA BUIL D I N G CODE RESIDENTIAL 2020 TOGETHER WITH LATEST REVISIONS AND ANSI/NSPI NATIONAL STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STANDARD-3 FOR PERMANENTLY INSTA L L E D RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE· LATEST. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIR E D SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN P R I O R TO CONSTRUCTION. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AN D ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO PREVEN T UNAUTHORIZED ENTRY INTO POOL AREA. IF A MANUAL FILL WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC BREAK WILL BE PROVIDED. IF A N AUTOFILL ASSEMBLY IS INSTALLED. A BACKFLOW PREVENTER WILL BE REQUIRED ON THE POTABLE WATER L I N E USED TO SUPPLY THE POOL. ALL STRUCTURAL. FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO S P A CONSTRUCTION. ALL POOL AND SPA HEATERS SHALL BE INSTALLED IN ACCORDANCE WITH FBC 454.2.14, -WATER HEATING EQUIPMENT." TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE O W N E R MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING SYSTEM IN AREAS WHERE GROUND W A T E R COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND .. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BE IN PLA C E PRIOR TO FILLING OF THE POOL. BARRIERS SHALL COMPLY WITH FBC 454.2.17. 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. PLAN/PERMIT ISSUANCE D O E S NOT GRANT APPROVAL OF A CODE VIOLATION. 2020 FRC 109.1 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND WA T E R TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GIVEN YEAR. 14. RECIRCULATING PUMPS SHALL BE EQUIPPED ON THE INLET SIDE WITH AN APPROVED-TYPE HAIR AND LINE STRAINER WHEN USED WITH A PRESSURE FILTER. 15. ALL POOLS SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE WATER DEPTH EXC E E D S 24 INCHES. IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 FEET THERE SHALL BE LADDERS, STAIRS O R UNDERWATER BENCHES/SWIM-OUTS IN THE DEEP END.WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE . U S E D , BENCHES OR SWIM-OUTS SHALL BE RECESSED OR LOCATED IN A CORNER. STRUCTURAL NOTES 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL BE #3 BARS AT 10" ON C E N T E R EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH. BETWEEN 6'0" AND 10'0". USE #3 B A R S A T 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 FEE T I N DEPTH; BETWEEN 6'0" AND 10'0", USE #4 BARS AT 6" ON CENTER VERTICALLY STARTING AT 3'0" DEPTH IN THE A R E A O F THE POOL OVER 6'0" IN TOTAL DEPTH). NOTE APPLIES TO NORMAL. NON-EXPANSIVE SOILS ONLY. NORMAL S O I L S A R E ASSUMED TO POSSESS EQUIVALENT FLUID PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRE T E I S CAST AGAINST BARE EARTH WITHOUT SEPARATION BARRIER, MINIMUM COVER SHALL BE 3"; WITH A BARRIER 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. (STEEL TEX) BETWEEN CONCRETE AND EARTH, MINIMUM COVER SHALL BE 2". POOL WALLS SHALL BE MIN. 6" THICK AND FLOORS SHALL BE MIN. 6" THICK AND SHALL BE PNEUMATICALL y A P P L I E D CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINIMUM WALL THICKNESS MUST BE INC R E A S E D FOR DEPTHS GREATER THAN 8'0", NOTE APPLIES TO "NORMAL" SOILS ONLY. 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 SHAL L B E REMOVED IN ITS ENTIRETY ANO THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPER L Y COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE REDESIGNED. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 2000 PSF. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS. THE D E S I G N ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. CONTRACTOR SHOU L D CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HAVE THE POTENTIAL TO INFLUENCE F O R C E S ON THE POOL WALL. OR VICE VERSA. SHOTCRETE/GUNITE (WET OR DRY) SHALL BE PROPORTIONED AND PLACED ACCORDING TO UBC SECTION 19 2 2 A N D ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LESS THAN FIVE TO ONE. SHOTCRETE/GUNITE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THAN 40F AND FALLING, O R I F TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE/GUNITE IN HEAVY RAIN. SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHOTCRETE/GUNITE APPLICATION TO ALLOW HYDRATION AND LIMIT RAPID DRYING OF CONCRETE, AND TO COOL REINFORCEMENT STEEL. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE/GUNITE, THE FLOOR SHALL BE PO U R E D PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE/GUNITE FLOORS, APPLICATION SHOULD COMME N C E I N CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING WALL CONSTRUCTION. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM OF THE POOL EXCAVATION MUST B E I N MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE/GUNITE. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS. A L L BENDS MUST BE SHARP. UBC SECTIONS 1907, 1912, AND 1924 SHALL BE USED AS A GUIDELINE. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE/GUNITE SPRAY DIRECTION, NOT SIDE-BY-SIDE PERPENDICULAR TO SPRAY. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRETE/GUNITE FACE TO R E B A R SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE/GUNITE THICKNESS MINUS 3". IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURVATURE OF THE WALL, 1 • # 4 B A R MAY BE SUBSTITUTED FOR 2 • #3 BARS IN ORDER TO MAINTAIN A MINIMUM 2.5 INCH SPACING. 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 . AN ENGINEER SHOULD BE CONSUL TED IF UNUSUAL CONDITIONS ARE ENCOUNTERED. IF A RAISED BOND BEAM EXCEEDS 2'0" AND SERVES AS A RETAINING WALL FOR SOIL, THE RAISED PORTION S H O U L D HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES. S E E S T R U C T U R A L N O T E 5 M I N I M U M R E I N F O R C E M E N T # 3 B A R S S P A C E D 1 0 " 0 . C . E . W . T Y P I C A L T Y P I C A L P O O L 3 ' T O 8 ' D E E P S H O T C R E T E / G U N I T E S T E P S O R B E N C H E S A S N E E D E D ~ E X T R A T R A N S V E R S E R E I N F O R C E M E N T - # 3 1 0 ' L E N G T H S P A C E D O N 1 0 " C E N T E R S B E T W E E N M A I N B A R S , C E N T E R E D O N T R A N S I T I O N ( M A Y B E E L I M I N A T E D I F N O T R A N S I T I O N E X I S T S ) 1 - # 3 D I A G O N A L , E . W . A T D R A I N S I M I L A R T O L I G H T N I C H E D E T A I L L O N G I T U D I N A L P O O L S E C T I O N N T S F I N I S H E D P O O L F L O O R N O T E : S U P P L Y H E A D E R C O N C R E T E E N C A S E M E N T O C C U R S O N L Y A T T H E R E T U R N F I T T I N G . P O O L F L O O R I N L E T D E T A I L N . T . S . U N D I S T U R B E D S O I L ( N O V O I D S ) T Y P I C A L S W I M O U T D E T A I L N . T . S . T H E F O L L O W I N G T A B L E P R O V I D E S M A X I M U M F L O W T H R O U G H S C H 4 0 P V C P I P E W I T H O U T E X C E E D I N G T H E M A X I M U M S T A N D A R D S F O R V E L O C I T Y ( F T / S E C ) P I P E S I Z E 6 F T / $ 8 F T / $ 1 0 F T / S 1 · 1 6 G P M 2 1 G P M 2 6 G P M 1 r , · 3 7 G P M 5 0 G P M 6 2 G P M 2 · 6 2 G P M 8 2 G P M 1 0 3 G P M z r , · 8 8 G P M 1 1 7 G P M 1 4 6 G P M 3 " 1 3 8 G P M 1 8 1 G P M 2 2 7 G P M 4 " 2 3 4 G P M 3 1 3 G P M 3 9 2 G P M 6 " 5 3 4 G P M 7 1 2 G P M 9 0 0 G P M P U M P S I Z E W I L L V A R Y D E P E N D I N G O N T H E P U M P S P E C I F I C A T I O N A N D T H E T O T A L D Y N A M I C H E A D F O R T H E S P E C I F I C P O O L N E E D S . L A D D E R E S C U T C H E O N P L A T E C R O S S B R A C E R E C O M M E N D E D R U B B E R B U M P E R L A D D E R T R E A D S S H A L L B E S L I P - R E S I S T A N T P O O L W A L L L A D D E R D E T A I L N . T . S . 1 1 / 2 " D I A . H Y D R O S T A T I C R E L I E F P I P E B O T T O M 1 2 " P E R F O R A T E D . ( S E E G E N E R A L N O T E 1 3 ) M A I N D R A I N D E T A I L N . T . S . - l 1 - 6 " M I N . F L O O R R E I N F . A S P E R S T A N D A R D P L A N 2 4 " S Q O R 0 • # 3 B A R S B E N T S S H O W N E A C H W A Y A N D L A P P E D 1 8 " W I T H F L O O R R E I N F O R C E M E N T . M I N . 3 " C L E A R A N C E F R O M E A R T H P L A N S E X P I R E : P L A N S V A L I D F O R T H I S B U I L D I N G D E P T . O N L Y : S P R I N G L O A D E D V E R T I C A L C H E C K E Q U A L I Z E R V A L V E - - - - - - 1 - - ' 1 1 " 1 • T O P U M P S U C T I O N : : : = = : : . : : . : : _ ~ - : _ 1 , " ' 1 ' - I L - . . - - N O T E S : W A T E R L E V E L ( C E N T E R L I N E O F S K I M M E R ) E Q U A L I Z E R F I T T I N G W I V G B - C O M P L I A N T G R A T E ( I F I N S T A L L E D ) 1 . S K I M M E R S H A L L B E V E N T E D T O A T M O S P H E R E T H R O U G H O P E N I N G S I N T H E L I D . T H R O U G H A N E N G I N E E R E D V E N T P I P E , O R I N C O R P O R A T E A N E Q U A L I Z E R L I N E . 2 . E Q U A L I Z E R L I N E S , W H E N U S E D , S H A L L B E L O C A T E D O N T H E W A L L W I T H T H E C E N T E R N O M O R E T H A N 1 8 " B E L O W T H E M A X . O P E R A T I N G L E V E L . I T S H A L L B E P R O T E C T E D B Y A V G B C O M P L I A N T C O V E R / G R A T E . I F T H E E Q U A L I Z E R L I N E A N D F I T T I N G A R E N O T I N S T A L L E D , T H E S K I M M E R P O R T M U S T B E P L U G G E D . 3 . W H E N U S E D , V A C U U M C L E A N E R F I T T I N G S S H A L L B E L O C A T E D I N A N A C C E S S I B L E P O S I T I O N A T L E A S T 6 " A N D N O G R E A T E R T H A N 1 2 " B E L O W T H E M I N I M U M O P E R A T I O N A L W A T E R L E V E L A N D B E F I T T E D W I T H A S E L F C L O S I N G . S E L F L A T C H I N G F I T T I N G I N A C C O R D A N C E W I T H I A P M D S P S 4 . S K I M M E R A N D V A C U U M F I T T I N G D E T A I L S E P T E M B E R 2 9 , 2 0 2 1 C I T Y O F A T L A N T I C B E A C H , F L R E S I D E N T I A L M A S T E R P L A N G E N E R A L N O T E S A N D D E T A I L S C O A S T A L L U X U R Y C P C 1 4 5 8 3 4 0 1 1 5 S O L A N A R D , S U I T E C P O N T E V E D R A B E A C H , F L 3 2 0 8 2 9 0 4 - 5 4 3 - 2 6 2 6 N O T T O S C A l E S H E E T J _ O F . . 1 _ D W G . B Y : ~ A P P R O V E D B Y : ~ 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 #3 REBAR CONTINUOUS 18" LAP SPLICES AS NECESSARY STD. REINF.: #3 REBAR@ 10" O.C. B.W. MIN. COVER 3" (EARTH SIDE), 2" (POOL SIDE). REFER TO STRUCTURAL NOTE #1 FOR AL TERNA TE SCHEDULE. WATER LINE TILE. GLAZED, MIN. 4" TYPICAL WALL RETURN, OR VACUUM FITTING. WITH WATER STOP FLANGE LIGHT FIXTURE & NICHE R = 6" WHEN H = 3'-0" RADIUS INCREASES 6" FOR EACH 1' OF DEPTH< 5 ' - 0 " R = 2'-0" WHEN H = 5'-0" RADIUS INCREASES 1' FOR EACH 1' OF DEPTH> 5 ' - 0 " r QUARTZ AGGREGATE PLASTER FINISH SHOTCRETE/GUNITE WALL 6" MIN SHELL TYPICAL POOL WALL SECTION SCALE: N. T. S. SPA WALL SCHEDULE DEPTH OF CONCRETE THICKNESS WATER FT 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 2-#3 BARS (OR 1 -#4 BAR) HORIZ. REIN. #3 BARS 8" O.C. FOR FREE STANDING WALLS VERT. REINF. SEE SPA WALL SCH. SPA DETAIL N.T.S. I z i '----'-----JC....,..--,<----,-;,, FLOOR REINF. CONT. FROM SPA TO POOL MIN. 15" LAP EITHER DIRECTION L I G H T N I C H E D E T A I L N . T . S . 1 0 " M I N . W A T E R T R O U G H O R W A T E R T R O U G H , ~ ' ' - - ' S H E E R D E S C E N T D E T A I L N . T . S . 3 " M I N . ( T Y P . ) D E C K S L A B S E E S T R U C T U R A L N O T E 1 5 C A N T I L E V E R D E C K D E T A I L N . T . S . 2 - # 3 # 3 B A R B E N D A S S H O W N E X P A N S I O N J O I N T B E N D D O W N / B O N D B E A M B A R S S K I M M E R D E T A I L N . T . S . ~ P L A N S E X P I R E : A L T E R N A T E L O C A T I O N O F B O N D B E A M B A R ( T Y P ) 8 " • 1 1 " 6 " C O P I N G D E T A I L N . T . S . 6 " M I N I M A L B O N D B E A M N . T . S . N O T E : M A Y B E U S E D W I T H S A N D , G R A V E L , O R R O C K S O I L C O N D I T I O N S O N L Y . P L A N S V A L I D F O R T H I S B U I L D I N G D E P T . O N L Y : S E P T E M B E R 2 9 , 2 0 2 1 C I T Y O F A T L A N T I C B E A C H , F L R E S I D E N T I A L M A S T E R P L A N S T R U C T U R A L D E T A I L S C O A S T A L L U X U R Y C P C 1 4 5 8 3 4 0 1 1 5 S O L A N A R D , S U I T E C P O N T E V E D R A B E A C H , F L 3 2 0 8 2 9 0 4 - 5 4 3 - 2 6 2 6 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL TO ONE PUMP NOTES: 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL TO DUAL PUMPS IN PARALLEL 3 ' 0 " M I N . ( E D G E O F O U T L E T ) PA R A L L E L O U T L E T S T O T W O P U M P S ~UAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF O U T L E T . 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN THE O U T L E T S W I T H F L O W O U T O F T H E B R A N C H O F T H E T E E . 3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST EQUAL TO THE SYSTEM'S MAXIMUM FL O W R A T E . 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 3'0" SEPARATION REOUIREMENT, I.E . O N E ( 1 ) O N T H E B O T T O M A N O O N E ( 1 ) O N T H E VERTICAL WALL. OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL WALLS. DUAL SUCTION OUTLET ARRANGEME N T S S U C T I O N P I P E D I A M E T E R 2 · 2 1 1 2 · 3 • 4 • 6 " 3'0" MIN. (EDGE OF OUTLET) 3'0" MIN. (EDGE O F O U T L E T ) 3 ' 0 " M I N . ( E D G E O F O U T L E T ) NOTES: OUTLETS IN PARALLEL SYMMETRIC PIPING OUTLETS IN PARALLEL ECCENTRICALLY TAPP E D P I P I N G 1.THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO O U T S I D E E D G E O F O U T L E T . O U T L E T S I N P A R A L L E L L O O P E D P I P I N G 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN T W O O F T H E O U T L E T S W I T H F L O W O U T O F T H E B R A N C H O F T H E T E E . 3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHALL BE AT LEAST TWICE THE SYSTE M ' S M A X I M U M F L O W R A T E . 1 1 1 1 1 1 1 1 1 1 1 1 V E L O C I T Y : 6 F T / S C D S C H 4 0 M A X F L O W ( G P M ) 6 3 9 0 1 3 8 2 3 8 5 4 0 S C H 8 0 M A X F L O W ( G P M ) S I N G L E U N B L O C K A B L E C H A N N E L O U T L E T T O S I N G L E P U M P 5 5 7 9 1 2 4 2 1 5 4 8 8 S I N G L E U N B L O C K A B L E C H A N N E L O U T L E T T O T W O P U M P S A N Y S H A P E c [ ] C D L A R G E U N B L O C K A B L E O U T L E T O F A N Y S H A P E T O S I N G L E P U M P N O T E S : - - , - : - - - s r N G L E C H A N N E L O U T L E T : 3 • O R G R E A T E R I N W I D T H A N D 3 1 " O R G R E A T E R I N L E N G T H ( A P P L I E S T O P E R F O R A T E D A R E A ) . 2 . S I N G L E U N B L O C K A B L E O U T L E T : S H A L L B E O F A N Y S I Z E A N D S H A P E S U C H T H A T A R E P R E S E N T A T I O N O F T H E T O R S O O F T H E 9 9 T H P E R C E N T I L E A D U L T M A L E C A N N O T S U F F I C I E N T L Y B L O C K I T T O T H E E X T E N T T H A T I T C R E A T E S A B O D Y S U C T I O N E N T R A P M E N T H A Z A R D . T H E T O R S O I S R E P R E S E N T E D A S A R E C T A N G L E 1 8 " X 2 3 " W I T H C O R N E R S O F R A D I U S 4 " . S I N G L E U N B L O C K A B L E S U C T I O N O U T L E T A R R A N G E M E N T S 1 2 " A I R G A P ( M I N . ) ~ M A X I M U M U N D E R W A T E R L E N G T H O F V E N T P I P I N G : 3 0 F E E T F R O M T E E O N S U C T I O N P I P I N G T O A I R G A P T O S U C T I O N P I P I N G 2 · 9 0 ' B E N O ( T I P . O F 2 ) S C R E E N V E N T T O P R O H I B I T I N S E C T E N T R Y O R C L O G G I N G . L A B E L V E N T A S F O L L O W S : " P O O L S A F E T Y D E V I C E - D O N O T H A N D L E " V E N T L I N E D E T A I L THREE-OR-MORE SUCTION OUT L E T A R R A N G E M E N T S S U C T I O N O U T L E T 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME A 112.19.8-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) SURFACE SKIMMING OR OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYSTEM FLOW: B) DUAL SUCTION OUTLET SYSTEMS: C) THREE-OR-MORE SUCTION OUTLET SYSTEMS; 0) SINGLE UNBLOCKABLE SUCTION OUTLET SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS CONFORMING TO ASME/ANSI A 112.19.8); F) SINGLE OUTLET -ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH ANSI/ASME A112.19.8-LATEST AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OUTLET SUMPS IN SERIES; I) 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 SIMULTANEOUSLY THROUGH A COMMON LINE TO THE PUMP. 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 COVER/GRATE MANUFACTURER TO CONTROL FLOW THROUGH THE OPEN AREA OF THE COVER/GRATE. N O T E : C I R C U L A T I O N L I N E T O L E A F C A N I S T E R / R E C I R C U L A T I O N P U M P S E E N O T E 1 B E L O W D E B R I S O U T L E T M O U N T E D I N P O O L F L O O R ~ M I N I M U M P I P E L E N G T H 1 8 " 1 . O N E O F T H E F O L L O W I N G O P T I O N S I S R E Q U I R E D B E T W E E N T H E D E B R I S S U C T I O N O U T L E T A N D T H E P U M P : A ) O N E ( 1 ) A D D I T I O N A L S U C T I O N O U T L E T W I T H A L I S T E D C O V E R / G R A T E L O C A T E D A M I N I M U M O F 1 8 " F R O M T H E T E E I N T H E S U C T I O N L I N E T O T H E P U M P ( S ) ; B ) A N E N G I N E E R E D V E N T S Y S T E M ; C ) A L I S T E D M A N U F A C T U R E D S A F E T Y V A C U U M R E L E A S E S Y S T E M . O U T L E T S U M P S I N S E R I E S P L A N S E X P I R E : S E P T E M B E R 2 9 , 2 0 2 1 ~ C e r t i f i c a t e o f A u t h o r i t y N o . 2 8 1 7 7 4 3 3 7 P A B L O O A K S C O U R T , S U I T E 1 0 1 J A C K S ( : \ N \ t U I 0 , 1 1 1 . ~ ~ H 7 3 f j A , ' \ : . . ~ ~ J - 9 2 3 6 , , , e r t r j : ) 1 1 1 ~ < . · · · · · · • · 1 r / " 1 ~ v . . . . ~ P L A N S V A L I D F O R T H I S B U I L D I N G D E P T . O N L Y : C I T Y O F A T L A N T I C B E A C H , F L R E S I D E N T I A L M A S T E R P L A N S U C T I O N O U T L E T N O T E S A N D D E T A I L S C O A S T A L L U X U R Y C P C 1 4 5 8 3 4 0 1 1 5 S O L A N A R D , S U I T E C P O N T E V E D R A B E A C H , F L 3 2 0 8 2 9 0 4 - 5 4 3 - 2 6 2 6 N O T T O S C A L E S H E E T ] _ O F _ 1 _ D W G . B Y ; ~ A P P R O V E D B Y : ~ ) ( I \ '· TRANSFORMER REQUIRED FOR LOW-VOLTAGE INSTALLATIONS ONLY\ 3' MIN. FROM INSIDE WALL -·-·---·-BONDING GRID. REFER TO NOTE #6 (--l:!J-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·- · - · , . , _ \_300WATT UNDERWATER LIGHT · - \ \ \ i - . ·-·-·- · - · - · - · . , , I I / R E F E R T O N O T E 4 TYPICAL SWIMMING POOL BONDING GRID PLAN #8 AWG COPPER WIRE POOL DECK 12VTRANS. 3 #12 IN Y," COND. 12V/ 300W WITH LOW WATER CUT-OFF OR 120 VAC W/ GFCI PER NEC TIMECLOCK PUMP NOTES: 1. ALL ELECTRICAL SHALL CONFOR M W I T H A R T 6 8 0 N E C • LATEST 2. BOND ALL SHEATHED CABLES, RA C E W A Y S , M E T A L P I P I N G AND ALL FIXED METAL PARTS NO T S E P A R A T E D B Y PERMANENT BARRIER, IF WITHIN 5 F T H O R I Z O N T A L L Y F R O M WATER, 12 FT VERTICALLY OF MA X W A T E R L E V E L . ELECTRICAL DIAGRAM ~-------l. INCOMING POWER SUPPLY SERVICE PANEL POOL LIGH T NEUTRAL BAR L A D D E R , H A N D R A I L , D I V I N G B O A R D , E T C . . . E N E R G Y E F F I C I E N C Y N O T E S : 1 . T I M E S W I T C H E S S H A L L B E I N S T A L L E D T O C O N T R O L S W I M M I N G P O O L H E A T E R S A N D P U M P S T H A T C A N A U T O M A T I C A L L Y T U R N T H E H E A T E R S A N D P U M P S O F F A N D O N A C C O R D I N G T O A P R E S E T S C H E D U L E . E X C E P T I O N S : 1 . a . W H E R E P U B L I C H E A L T H S T A N D A R D S R E Q U I R E 2 4 - H O U R P U M P O P E R A T I O N 1 . b . W H E R E P U M P S A R E R E Q U I R E D T O O P E R A T E S O L A R - A N D W A S T E - H E A T R E C O V E R Y P O O L S Y S T E M S 1 . c . W H E R E P U M P S A R E P O W E R E D E X C L U S I V E L Y F R O M O N - S I T E R E N E W A B L E G E N E R A T I O N 2 . H E A T E D S W I M M I N G P O O L S A N D I N G R O U N D P E R M A N E N T L Y I N S T A L L E D S P A S S H A L L B E E Q U I P P E D W I T H A V A P O R - R E T A R D A N T C O V E R O N O R A T T H E W A T E R S U R F A C E O R A L I Q U I D C O V E R O R O T H E R M E A N S P R O V E N T O R E D U C E H E A T L O S S . E X C E P T I O N : O U T D O O R P O O L S D E R I V I N G O V E R 7 0 % O F T H E E N E R G Y F O R H E A T I N G F R O M A S I T E - R E C O V E R E D E N E R G Y O R S O L A R E N E R G Y S O U R C E C O M P U T E D O V E R A N O P E R A T I N G S E A S O N . 3 . P O O L F I L T R A T I O N P U M P M O T O R S S H A L L M E E T T H E F O L L O W I N G R E Q U I R E M E N T S : 3 . a . P O O L P U M P M O T O R S S H A L L N O T B E S P L I T - P H A S E , S H A D E D P O L E O R C A P A C I T O R S T A R T I N D U C T I O N R U N T Y P E S 3 . b . P O O L P U M P S A N D P O O L P U M P M O T O R S W I T H A T O T A L H O R S E P O W E R ( H P ) O F G R E A T E R T H A N O R E Q U A L T O 1 H P S H A L L H A V E T H E C A P A B I L I T Y O F O P E R A T I N G A T T W O O R M O R E S P E E D S . T H E L O W S P E E D S H A L L H A V E A R O T A T I O N R A T E O F N O M O R E T H A N ¼ O F T H E M O T O R ' S M A X I M U M R O T A T I O N R A T E . 3 . c . P O O L P U M P S M O T O R C O N T R O L S S H A L L H A V E T H E C A P A B I L I T Y O F O P E R A T I N G T H E P O O L P U M P A T A M I N I M U M O F T W O S P E E D S . T H E D E F A U L T C I R C U L A T I O N S P E E D S H A L L B E T H E R E S I D E N T I A L F I L T R A T I O N S P E E D W I T H A H I G H E R S P E E D O V E R R I D E C A P A B I L I T Y F O R A T E M P O R A R Y P E R I O D N O T T O E X C E E D O N E N O R M A L C Y C L E O R 2 4 H O U R S , W H I C H E V E R I S L E S S . E X C E P T I O N : S O L A R P O O L H E A T I N G S Y S T E M S S H A L L B E P E R M I T T E D T O R U N A T H I G H E R S P E E D S D U R I N G P E R I O D S O F U S A B L E S O L A R H E A T G A I N . 4 . H Y D R A U L I C S Y S T E M S F O R N E W P O O L S M U S T B E D E S I G N E D I N A C C O R D A N C E W I T H A P S P - 1 5 , " A M E R I C A N N A T I O N A L S T A N D A R D F O R R E S I D E N T I A L S W I M M I N G P O O L A N D S P A E N E R G Y E F F I C I E N C Y . " T O G R O U N D F A U L T C I R C U I T I N T E R R U P T E R T H E N T O P O W E R S O U R C E W I T H T R A N S F O R M E R J U N C T I O N B O X R I G I D , I M C O R N O N M E T A L L I C C O N D U I T B R A S S O R N O N M E T A L L I C C O N D U I T O R A P P R O V E D E Q U I V A L E N T 3 0 0 W A T T U N D E R W A T E R L I G H T S S H A L L B E N E C . A P P R O V E D A N D S H A L L F E A T U R E S T A I N L E S S S T E E L F O R M I N G S H E L L W I T H B R A S S M O U N T I N G R I N G . S H E L L S H A L L H A V E A 1 " N P T C O N D U I T W I T H O P E N I N G P A C K I N G G L A N D . L I G H T S H A L L B E H O U S E D I N A S T A I N L E S S S T E E L E N C A P S U L A T I O N B O L T E D T O A C H R O M E P L A T E D F A C E R I N G F O R C O M P R E S S I N G O F A 3 6 0 ° D O U B L E W A L L S Y N T H E T I C G A S K E T . S S L I G H T F I X T U R E & N I C H E W / C O M P R E S S I O N H U B & 3 0 0 W , 1 2 V L A M P O R 1 2 0 V A C W / G F C I P E R N E C 4 ' M I N . E L E C T R I C A L N O T E S : 1 . 2 . 3 . 4 . G R O U N D A N D B O N D A l l P O O L S A N D R E L A T E D E Q U I P M E N T I N A C C O R D A N C E W I T H N E C A R T I C L E S 2 5 0 A N D 6 8 0 . E L E C T R I C A L C O N T R A C T O R S H A L L C O O R D I N A T E W I T H G E N E R A L C O N T R A C T O R T O E N S U R E T H A T A L L M E T A L L I C P A R T S O F T H E P O O L S T R U C T U R E , I N C L U D I N G T H E P O O L S H E L L A N D D E C K R E I N F O R C I N G B A R S A N D A L L O T H E R M E T A L P A R T S A R E B O N D E D P E R N E C A R T I C L E 2 5 0 A N D 6 8 0 . B O N D T O G E T H E R R E I N F O R C I N G B A R S U S I N G S T E E L T I E W I R E S . B O N D A L L M E T A L P A R T S T O P O O L R E I N F O R C I N G B A R S U S I N G # 8 A W G C O P P E R W I R E S . T H E S E M E T A L P A R T S I N C L U D E . B U T A R E N O T L I M I T E D T O L A D D E R S , R A I L I N G S , P I P I N G , C O N D U I T , M E T A L D O O R F R A M E S A N D M E T A L P A R T S W I T H I N 5 ' O F I N S I D E W A L L O F P O O L . C O N N E C T I O N S H A L L B E E X O T H E R M I C W E L D , L I S T E D P R E S S U R E C O N N E C T O R S O R C L A M P S A S A P P L I C A B L E . G R O U N D S T E E L C O L U M N S ( I . E . F O R T O W E R S O R S L I D E S ) P E R N E C A R T I C L E 2 5 0 A N D 6 8 0 A N D N F P A 7 8 0 . I F R E I N F O R C I N G B A R S A R E E N C A P S U L A T E D W I T H A N O N C O N D U C T I V E C O M P O U N D , C O N T A C T E N G I N E E R B E F O R E P R O C E E D I N G . T H I S E L E C T R I C A L I N S T A L L A T I O N S H A L L M E E T A L L R E Q U I R E M E N T S O F N E C A R T I C L E S 2 5 0 A N D 6 8 0 . I N A C C O R D A N C E W I T H T H I S , U N D E R G R O U N D W I R I N G S H A L L N O T B E P E R M I T T E D U N D E R T H E P O O L O R W I T H I N 5 ' H O R I Z O N T A L L Y F R O M T H E I N S I D E W A L L O F T H E P O O L U N L E S S T H I S W I R I N G I S N E C E S S A R Y T O S U P P L Y P O O L E Q U I P M E N T P E R M I T T E D B Y N E C A R T I C L E 6 8 0 . A L L R E C E P T A C L E S S H A L L B E L O C A T E D A T L E A S T 1 0 ' F R O M T H E I N S I D E W A L L O F P O O L S . A L L R E C E P T A C L E S W I T H I N 2 0 ' O F T H E P O O L S H A L L H A V E G F C I P R O T E C T I O N . A D D I T I O N A L L Y , A L L U N D E R W A T E R L I G H T I N G S H A L L B E G F C I P R O T E C T E D . M O U N T I N G H E I G H T F O R A N Y L I G H T F I X T U R E S S U S P E N D E D O V E R P O O L S S H A L L B E N O T L E S S T H A N 1 2 ' A B O V E M A X I M U M W A T E R L E V E L . I F A P P L I C A B L E , P R O V I D E # 1 2 A W G C O N D U C T O R S A N D G R O U N D F O R 1 2 V U N D E R W A T E R L I G H T I N G C I R C U I T S L E S S T H A N 8 ' I N L E N G T H . F O R 1 2 V C I R C U I T S 8 ' T O 1 5 ' I N L E N G T H , P R O V I D E # 8 A W G C O N D U C T O R S A N D G R O U N D . F O R 1 2 V C I R C U I T S G R E A T E R T H A N 1 5 ' , B U T L E S S T H A N 2 5 ' I N L E N G T H , P R O V I D E # 6 A W G C O N D U C T O R S A N D # 6 G R O U N D . N O 1 2 V C I R C U I T S H A L L B E M O R E T H A N 2 5 ' I N L E N G T H . O P T I O N A L : E L E C T R I C A L C O N T R A C T O R S H A L L I N S T A L L N O F E W E R T H A N O N E 1 2 5 - V O L T 1 5 - O R 2 0 - A M P E R E R E C E P T A C L E O N A G E N E R A L P U R P O S E B R A N C H C I R C U I T . R E C E P T A C L E S H A L L B E L O C A T E D N O T L E S S T H A N 1 0 F T . F R O M A N D N O T M O R E T H A N 2 0 F T . F R O M T H E I N S I D E W A L L O F T H E P O O L . T H E R E C E P T A C L E S H A L L B E L O C A T E D N O T M O R E T H A N 6 F T . 6 I N . A B O V E T H E F L O O R , P L A T F O R M , O R G R A D E L E V E L S E R V I N G T H E P O O L . 5 . R E C I R C U L A T I O N P U M P S H A L L B E E L E C T R I C A L L Y I N T E R L O C K E D W I T H C H E M I C A L E Q U I P M E N T , I F A P P L I C A B L E . 6 . A N E Q U I P O T E N T I A L C O M M O N B O N D I N G G R I D I S R E Q U I R E D F O R A l l P A V E D W A L K I N G S U R F A C E S W I T H I N T H R E E F E E T O F T H E I N S I D E W A L L S O F T H E P O O L A N D / O R S P A F O R T H E E N T I R E P O O L P E R I M E T E R . T H E B O N D I N G G R I D M A Y B E C O M P O S E D O F S T E E L R E I N F O R C I N G R O D S ( R E B A R ) , O R # 8 B A R E , S O L I D C O P P E R C O N D U C T O R S . 6 X 6 X 1 0 W E L D E D W I R E F A B R I C ( M E S H ) I S A C C E P T A B L E W H E N P R O P E R L Y I N S T A L L E D O N C H A I R S A N D E A C H S E C T I O N I S C L A M P E D W I T H A P P R O P R I A T E L I S T E D D E V I C E S A N D / D R # 8 S O L I D C O P P E R J U M P E R S . T H E B O N D I N G G R I D M A Y N O T B E I N S T A L L E D D I R E C T L Y I N E A R T H C O N T A C T O R W I T H O U T P R O P E R C O V E R . T H E I N S T A L L A T I O N M U S T B E I N A C C O R D A N C E W I T H 6 8 0 . 2 6 ( C ) , N A T I O N A L E L E C T R I C C O D E ( N E C - L A T E S T V E R S I O N ) A N D F L O R I D A B U I L D I N G C O D E ( F B C - L A T E S T V E R S I O N ) W / L A T E S T A M E N D M E N T S . 7 . T H E F O L L O W I N G I S A N A C C E P T A B L E A L T E R N A T I V E T O T H E B O N D I N G G R I D D E F I N E D I N N O T E # 6 , A B O V E : A N U N D E R G R O U N D B O N D I N G C O N D U C T O R M A D E O F A S I N G L E # 8 A W G B A R E S O L I D C O P P E R W I R E B U R I E D T O A M I N I M U M D E P T H O F 4 I N C H E S T O 6 I N C H E S B E L O W S U B G R A D E A N D 1 8 I N C H E S T O 2 4 I N C H E S F R O M I N S I D E W A L L O F T H E S W I M M I N G P O O L O R S P A . T H I S I S D E F I N E D A P E R M I S S I B L E A L T E R N A T I V E O R E Q U I V A L E N T T O C O M P L I A N C E W I T H S . 6 8 0 . 2 6 ( C ) O F T H E N E C ( 2 0 2 0 ) , N F P A 2 0 , A D O P T E D B Y R E F E R E N C E W I T H I N F B C . # 8 A W G P R E S S U R E G R O U N D C O N N E C T O R T O C O M M O N B O N D I N G W I T H R E I N F O R C I N G S T E E L O R P L U M B I N G P L A N S E X P I R E : P L A N S V A L I D F O R T H I S B U I L D I N G D E P T . O N L Y : P O O L L I G H T D E T A I L S E P T E M B E R 2 9 , 2 0 2 1 C I T Y O F A T L A N T I C B E A C H , F L H E A T E R C A S E R E S I D E N T I A L M A S T E R P L A N GROUND BAR NEUTRALBAR TRANSFORMER M E T A L C O N D U I T S O R P I P I N G S Y S T E M P O O L \ R E I N F O R C I N G S T E E L C O N T R O L P A N E L E L E C T R I C A L N O T E S A N D D E T A I L S ---...._ #8 BOND IN PVC CONDUIT FLEXIBLE COR D GROUNDING TERMINA L "\_#8BONDTO STRUCTURAL STEEL TYPICAL GROUNDING SCHEMATIC T Y P I C A L B O N D I N G S C H E M A T I C N O T T O S C A L E S H E E T _ ! _ O F . ± _ D W G . B Y , ~ A P P R O V E D B Y , ~ ~