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1655 ATLANTIC BEACH DR - PERMIT POOL18-0016 DWGSMAP SHOWING BOUNDARY SURVEY OF L 0 T 10 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 932-137 OF THE CURRENT PUB CORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: ALLISON FALDEN & DAVI FALDEN ` WELLS FARGO NA, ISAOA WESTMINSTER TITLE AGENCY, INC. CHICAGO TITLE INSURANCE COMPANY r��ll 1 ilylnl�r�. FND NAIL & DISK LB 3348 ELEVATION: (7.92) R,. ELEVATIONS SHOWN HEREON \\ REFER TO NAVD OF 1988 \ C7 \ � Z �a \ P T, \ �' _ i°>r c\r +f•- Ka °i i' L,.. Ir,E \ , \ mpg-1vN m �rLQ N \\ N ryzzm1� w/l, o 532 5.�1,s_ P� WpOD O E ^t J , T R \ � " ` `v n Jt 6 (31 O � G AJ NVi o R N CrL P' WCDD pVERED tJ,.,r. 1 1, O Q.N TWO slog S\DENCE p gR1CK w::p' '`. t Q gRCK N Cpv1s�cD F�PME R 1D 5S) �-- w OR1vEWPY gR�CK F F NO 1655, DR n` a Cg'D W C31Y � 1 •�- 3 � F�- CE P�00\tAuo 2gg�1 1 d 103Si F o o - o� R �OCPTE s �I 63+ \ o 5 , 1;ra,tirrnr-1 r. n WeA D 5I'r3 9 a tidCr �' tC�;"d"t��.. t✓�P��.._p f 3B5_7,V1 C S�5.�3'h2 L a W?/�irJ/:GtG 7,i r.Jr)"llit:.>(sc 0 -DENOTES FIND 1/2° I.P. LB 3848 UNLESS OTHERWISE NOTED w" 4© -DENOTES CABLE RISER TR -DENOTES TELECOM RISER wM -DENOTES WATER METER 1 RU -DENOTES REUSE WATER METER E:] -DENOTES CONCRETE NOTE: SIDE/FRONT TIES ARE TO THE FOUNDATION. ADD CERTIFICATIONS; 11-16-17 (OFFICE) FINAL; W.O.#: 158851; 10-09-17 (FIELD) FOUNDATION: W.O. #154093; 02-15-17 (FIELD) LOT & HOUSE S-O(GOOD SET F.F.E.): W.O.#153780; 01-24-17 (FIELD) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF -HIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONES "X" (SHADED) PER LOMR CASE NO. 15-04-4216A, DATED 05-04-15 AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 END. = FOUND Legend CONIC = CONCRETE - 5 I.D. = IDENTIFICATIo4 A/C = AIR CONDITIONER THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE - (TYP.) = TYPICAL BOC = BACK OF CURB SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN —4 LP, = IRON PIPE N.G. = NATURAL GROUND - LR. = IRON ROD TW TOP of WALL AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET IL n DELTA ANGLE BW = BOTTOM OF WALL FORTH BY THE FLORIDA BOARD OF PROFESSIONAL, SURVEYORS AND MAPPERS PURSUANT CH = CHORD P.T. = POINT OF TANGENCY ALL A ARC LENGTH P.C.P. = PERMANENT CONTROL POINT TO CHAPTER 472.027 / CHAPTER 61G17-6, FLORIDA STATUTES. R = RADIUS P.C. = POINT OF CURVE AMERICAN (C) = CALCULATED P.R.C. = POINT OF REVERSE CURVE SURVEYORS (' S P.C.C. = POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL )P o P�� B.R.L. = BUILDING RESTRICTION LINE OF FLORIDA, R = RADIAL LINE F.P.&L= FLORIDA POWER & LIGHT JAMES D. HARRISON, JR., No. 2647 INC, OL, = CENTER LINE -x- = FENCE MICHAEL A. CARRETT, No. 6643 R/W = RIGHT -DF -WY LB = LICENSED BUSINESS (A) = ACTUAL NGVD = NATIO F.F.E.AL GEODETIC VERTICAL SCALE 1 "=20' = WITNESS NAVD = NORTH AMERICAN VERTICAL DATUM —9 F.F= FINISH fL00 ELEVATION W WIDTH P.I. = POINT OF INTERSECTION ,� N-•�, ii->_-.��,.� _ = EOW = EDGE OF WATER 09-27-16 D = DEPTH DATE �LORJ&,REGISTERED S VEYOR A D�MAPPER —8 MES = MITERED EN SECTION TOB =TOP OF BANK _ F.B. 2021,13 D, C. N/A DR. BY DWW DIR. P:\2016 ORDER NO. 158851-FNL FILE 80934 Child Safety Method: Pool area to be screened X Pool area to be Fenced _Child Safety Fence X Door and Window Alarms Gates to be self-closing and self -latching. WET DOWN GUNITE TWICE DAILY FOR SEVEN DAYS 4' 14' I therapeutic jet M I Color logic LED I I therapeutic jet 4' deep I 4' it I P/L z9' I Directions To Site: • From St Johns Bluff Rd (15 mins): • E on Atlantic Blvd to Mayport Rd flyover ramp on R. 41111, Go 1.7mi and turn R on Dutton Island Rd E. Gate code 29521 • Dutton Island becomes Maritime Ooks Dr. • Turn R on Timber Ridge Ln. • Enter roundabout and take 2nd exit on Atlantic Beach Dr. • 1655 Atlantic Beach Dr. on R Contact Allison: 662-8955 P/L 12"x12" tumbled travertine deck w/ 6"x12" tumbled travertine coping 38'8" —Z i n m skimmer 14' anne 3 20'8° drain deep 0 pressure line only IIIIIIIII III I therapeutic jet _ �--——————— ———————— —— —— — — —— — t I I I J -box • I Pool 8' eq I I 3' I I I I I i SCALE: 1/8" = 1'0" l Decco drain Light switch Surface existing w/ 12"x12" tumb ed travertine Existing residence -12" -6" o" 0 P/L I I I Surface existing treads and risers w/ 12"x12" tumbled travertine pavers I I I I I I I patio I A I C C E i S S I I NEIGHBOR ACCESS AND SMALL MACHINE 14EQUIRED ned bv:Joe Ofa xENERAL POOL SPECIFICATIONS MAX. WIDTH: 10' MAX. LENGTH: 14' PERIMETER: 48' SURFACE AREA: 140 SF POOL DEPTHS: 3 ft. TO 4 ft. Gallons: 3665 EXCAVATION — DECKING TYPE: Small machine TYPE: 12"x12" tumbled travertine REMOVE DIRT: BHP as needed REMOVE STUMPS: Homeowner COLOR: CAPRI REMOVE FENCE: Homeowner RISERS: Top existing REPLACE FENCE: Homeowner TOP EXISTING: YES REMOVE CONCRETE: None SQ. FT. DECK DRAINS: Decco FOOTERS: 568 SQ. FT. 146 SQ. FT. PLUMBING HNEN PL1-%(zJ M .BLUE CoastCertified to t 195 DRAINS: Channel Since 1954 PHONE:nce 0 State olol Bui der FILTER RUN: 40' Pipe:, FILTER TYPE: Cart SIZE: 225 FAX: 904-0 AAX9040620-0206 CPC 1456765 WATER FEATURE: 3 therapeutic jets Controller: 24 hour ELECTRICAL xENERAL POOL SPECIFICATIONS MAX. WIDTH: 10' MAX. LENGTH: 14' PERIMETER: 48' SURFACE AREA: 140 SF POOL DEPTHS: 3 ft. TO 4 ft. Gallons: 3665 EXCAVATION — DECKING TYPE: Small machine TYPE: 12"x12" tumbled travertine REMOVE DIRT: BHP as needed REMOVE STUMPS: Homeowner COLOR: CAPRI REMOVE FENCE: Homeowner RISERS: Top existing REPLACE FENCE: Homeowner TOP EXISTING: YES REMOVE CONCRETE: None SQ. FT. DECK DRAINS: Decco FOOTERS: 568 SQ. FT. 146 SQ. FT. PLUMBING LF DRAINS: Channel SUCTION RUN: 23' Pipe: , _ EQUIPMENT FILTER RUN: 40' Pipe:, FILTER TYPE: Cart SIZE: 225 RETURN LINES: 3 PUMP HP: 1.85max SPEED: var WATER FEATURE: 3 therapeutic jets Controller: 24 hour ELECTRICAL SANITIZER: In line w/ ozone RUN BY: BH FEET: 100 LIGHT: Color logic LED GUNITE CLEANER: Pressure line only WATER FEATURE: 3 therapeutic jets SWIM-OUT/LOVESEAT: 29'x18" EXT. 2nd STEP: None BOOSTER PUMP: None --R-- -- R.B.B. 0 IN X 0 FT HEAT PUMP: None SIZE: None R.B.B. 0 IN X 0 FT HEATER: 400kBTU BTU:NAT LP R.B.B. 0 IN X 0 FT t oN OTHER: None SPA COPING TYPE: 6"x12" tumbled travertine - CAPRI TILE TYPE: FLOJWLBEI6 - MasterTile >HP: OTHER: None INTERIOR FINISH TYPE: Sun Stone COLOR: Blue Pearl ADDITIONAL SPECIFICATIONS: 1) install three (3) therapy jets with manual valve. 2) surface existing Step fascia and treads with tumbled travertine pavers BUYER Please Initial Approve the Above Specifications.- pecifications:Approve Approvethe Equipment Location: Customer's Signature: Date: Name: David and Allison Falden #18036 Address: 1655 Atlantic Beach Drive City: Atlantic Beach Jurisdiction: Atlantic Beach Zip 32233 Home Phone Number: 904-662-8955 Business Phone: 954-682-4253 Lot: 10 Block: NA County: Duval Pb/Pg 67/132-137 Subdivision: Atlantic Beach Country Club Unit 2 EMAIL: alljfalden(c_�gmail.com 6" WATER WATER =LINE POOL LINE Ln 5" STEPS¢ ~ Co o POOL --- Co w LIGHT COPING GENERAL NOTES LINE DRAIN COVER/GRATE 1. For pool plan, size, deck, and special details, see Contractor's Pool Plan, 18" MAX. THE LATEST EDITION 2. Pool Walls shall be 5" thick and Floors shall be 6" thick and shall be pneumatically WATER 112.19.8 h; CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT applied Concrete with a Compressive Strength of 3,000 psi in 28 days. Concrel Is APPROVED GREY PLASTIC FORMING SHELL K' to Decks shall be 2,500 psi. Concrete construction will conform to ACI Standard 18, 4'-0" JUNCTION BOX 2-#3 BARS CONT. IN 8"x8" 3. All Pool Design, Construction and Workmanship shall be in conformity with the BOND BEAMS) _ CO requirements of Florida Building Code, 6th Edition, 2017 (FBC) Accessibility; FBC acceptable material and properly compacted. Where unsuitable Material cannot TO TRANSFORMER (BY OTHERS) 2-43 BARS STEELTEX (OPTIONAL) Building; FBC Residential, and; ANSI/APSP/ICC-3, ANSI/APSP/ICC-4, removed, the pool must be redesigned. 10, The Contractor must protect Existing Structures from failure by acceptable methods 3" MIN. TO 6" MAX POOL STRUCTURAL ANSI/APSP/ICC-5;ANSI/APSP/ICC-6 and ANSI/APSP-7; ANSI/APSP-15 and the if required. The Engineer accepts no responsibility for the safety of Existing #8 BARE, SOLID, COPPER Adopted National Electric Code 2014 (NEC) and Chapter 42 and Chapter 45 of he CONDUCTOR TO SHELL Florida Building Code, 6 th Edition, 2017, Residential. 18" COPING 4. All Pool Piping to be Schedule 40 PVC, bearing the mark of NSF Approval unless or SEE otherwise noted. 5. All Reinforcing Steel to conform to ASTM 615, Grade 40. Reinforcing shall be #3 WATER PLAN bars -at 12" on center in each direction, w/ 15" lap joints in walls and floors p all dimesions shown prior to construction. to 6'. Where the pool depth is over 6ft (measured vertically down from the N ' Waterline), use #3 bars at 6" on center vertically and 12" on center horizontally in the areas that exceed Eft in depth. If Concrete is cast against Bare Earth without a Separation Barrier, the minimum 1-#3 cover shall be 3". With a Barrier (Steeltex) between Concrete and Earth, the (USE minimum cover shall be 1)/2". 6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel t be bonded to the Pool Reinforcing Steel with #8 AWG Copper Wire. The #8 Copper Wire to be run internally and externally with the NEC approved PVC Light Condui form the Light Niche to the Junction Box. Completion of the pool grounding to the Electrical Panel Ground to be by Electrician. 7. Bond all Sheathed Cables, Raceways, Metal Piping and all Fixed Metal Parts not 6" WATER WATER =LINE POOL LINE Ln 5" STEPS¢ ~ Co o POOL --- Co w LIGHT COPING _ V WATER LINE DRAIN COVER/GRATE 14" MIN. MUST CONFORM TO 18" MAX. THE LATEST EDITION POOL OF ANSI/ASM[ WATER 112.19.8 LIGHT W/ LOW WATER CUT-OFF IN U.L., POOL STEPS: MAIN DRAIN LINE RISERS: 12" MAX. DUAL SUCfiION OUTLET AND APPROVED GRATE TREAD: 10" MIN. (240 SQ. IN. MIN.) WITH 3'-0" OF SEPARATION CENTER LINE TO PLASTER CENTER LINE OR APPROVED CHANNEL DRAIN POOL SECTION SET STEEL GRID AT THE TDEEPETTROF WATER POOLS POINT (LONGITUDINAL) LIGHT W/ LOW WATER CUT-OFF IN U.L., CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT B TOPPING ON COMPACTED GROUND W/ ALL APPROVED GREY PLASTIC FORMING SHELL ORGANIC MATERIAL REMOVED. 4" NOM. THK. W/ to FIBER MESH OR 5" NOM. THK. W/ #3 REBARS. BAR CONT. IN 5" THK WALL. 4'-0" JUNCTION BOX 2-#3 BARS CONT. IN 8"x8" HEATER (OPTIONAL) (BY OTHERS) BOND BEAMS) _ CO WATER LINE acceptable material and properly compacted. Where unsuitable Material cannot TO TRANSFORMER (BY OTHERS) 2-43 BARS STEELTEX (OPTIONAL) separated by a permanent barrier, if within 5-0" Horizontally from Water and MAIN DRAIN LINE MARBLE t -U.L. APPROVED 120 VAC/30OW POOL 12'-0" Vertically of Maximum Water Level, WASTE LINE PLASTER RETURN LINE LIGHT W/ GFI OR 12V/40OW MAX. POOL 8, Equipotential Bonding to be accomplished in accordance with Article 680 of theFINISH WATER LINE (OPTIONAL) LIGHT W/ LOW WATER CUT-OFF IN U.L., Adopted National Electrical Code 2014 (NEC). B RECIRCULATION PUMP APPROVED GREY PLASTIC FORMING SHELL 9. Pool or Patio shall bear only on Rock or Clean Sand, which shall be compacted to IN -UNE CHLORINATO OR APPROVED EQUAL W/ #8 AWG BOND provide a Structurally Safe Bearing Capacity. Any Unsuitable Material encountere in HEATER (OPTIONAL) WIRE PER N.E,C. excavation shall be removed in its entirety and the area shall be backfilled with acceptable material and properly compacted. Where unsuitable Material cannot e STEELTEX (OPTIONAL) #3 BARS @ 12" O,C. EACH WAY removed, the pool must be redesigned. 10, The Contractor must protect Existing Structures from failure by acceptable methods 3" MIN. TO 6" MAX POOL STRUCTURAL DETAILS if required. The Engineer accepts no responsibility for the safety of Existing #8 BARE, SOLID, COPPER BUMPER Structures, CONDUCTOR TO SHELL VARIES 18" COPING 11, The Design Engineer assumes no responsibility for pool construction in Easement or SEE SEAT Required Setback areas. Pool Contractor and/or Owner shall verify the layout a d WATER PLAN all dimesions shown prior to construction. LINE N ' 12. Contractor shall determine the location of all Utilities in relation to the Pool and its Equipment and ensure minimum clearances in accordance with Local Regulations 5 THERAPY and Ordinances. LINES 13. Contractor shall provide adequate Temporary Fencing around the construction are co 4" RETURN to prevent unauthorized entry into the Pool Area, 14. If a water supply is provided, a minimum 3" Atmospheric Break will be provided. LINES 15. All Structural, Filtration and Electrical details outlined in these drawings also relo GUNITE to 'Spa Construction. #3 BARS ® REBOUND 16. All Pool and Spa Heaters shall be equipped with an On/Off Switch mounted for 12" D.C.E.W. (2) 8-0 ANTI -VORTEX easy access to allow the Heater to be Shut Off without adjusting the Thermostal DRAINS SEPARATED BY 3' settings and to allow restarting without relighting the Pilot Light. 17, WARNING! To empty the Pool for any reason, the Hydrostatic Uplift Pressure Must SPA STRUCTURAL DETAILS be eliminated. The Owner must consult ❑ Contractor experienced in eliminating Uplift Pressure. 5 FIL TER SYSTEM 1 MAIN DRAIN LINE 2 SKIMMER LINE 3 WASTE LINE 4 RETURN LINE 5 PRESSURE CLEANING WATER LINE (OPTIONAL) A HAIR & LINT STRAIN[ B RECIRCULATION PUMP C FILTER D IN -UNE CHLORINATO TREAD SURFACE (OPTIONAL) E HEATER (OPTIONAL) SPILLWAY PER CONTRACTORS POOL COPING-,, PLAN 6x6 GLASS -BLOCK MOUNTED IN 2,500 psi CEMENT (IF SPECIFIED) --o WATERLINE TILES INTERIOR POOL FINISH ---L-#3 REBAR @ 12" O.C,E.W. RAISED SPA DETAIL CONT IN r \-UNDISTURBED SOI LS (NO VOIDS) SWIM—OUT DETAIL DECK OVER g POUR OR BRICK COPING :r WATER LINE 6" OF 1-#3 BAR WATER CONT. IN 5" LINE THICK BOND BEAM 8"X8" BOND TILES BEAM 5„ 5" MIN. 1Y" COVER OVER ALL BARS (SEE NOTE #5) AL TERNA TE BEAM FINISH DETAIL PLAN EXPIRES 1 YEAR FROM THE SIGNATURE DATE OR THE EFFECTIVE DATE OF A MAJOR FLORIDA BUILDING CODE CHANGE WHICHEVER IS SOONER FEB 19 2018 Skilo Engineering Services, Inc. Larry -B. Schnaper, P.E. FL PE NO. 32046 2431 Alaima.Av,--:, Sf6. 124 Winter Park, FL 32792 (407 275-1099 LADDERS ARE TO BE 2375 St. Johns Bluff Rd. S CROSS BRACED PER ESCUTCHEON MANUFACTURERS SPECS PLATE S.S. LADDER N POOL kP'o,r.Fd's Lar" sty DECK WATER _ LEVEL EXPANSION SLIP RESISTANT JOINTS AS WEDGE REQUIRED TREAD SURFACE ANCHOR ADDITIONAL CONCRETE AS REQUIRED FOR 3" MIN. TO 6" MAX STURDY INSTALLATION BETWEEN TREAD AND POOL WALL RUBBER_ #8 BARE, SOLID, COPPER BUMPER CONDUCTOR TO SHELL REINFORCING TYPICAL LADDER DETAIL #8 AWG COPPER WIRE TIME TO SERVICE CLOCK SPST TOGGLE -,,,,j . W p J SWITCH DISC. 4 �{ JUNCTION 12V POOL BOX TRANS. DECK Mme- ALL ELECTRICAL WORK SHALL CONFORM WITH ART. 680 OF THE 3 #12 IN Yz" LATEST ADAPTED NEC. F CONDUIT — 12V/40OW MAX. POOL LIGHT W/ LOW WATER CUT-OFF OR 120 V.A.C. W/ GFI PER NEC. ELECTRICAL DIAGRAM RESIDENTIAL SWIMMING .00. DRAWINGMASTER SPECIFICATION FOR DUVAL COUNTY Scale: None i 2375 St. Johns Bluff Rd. S H Suite 107 Jacksonville FL 32246 (904) 620-0090 kP'o,r.Fd's Lar" sty CPC 1456765 RESIDENTIAL SWIMMING .00. DRAWINGMASTER SPECIFICATION FOR DUVAL COUNTY Scale: None i Swimming Pool Energy Efficiency Compliance Information NOTE: These Requirements Apploy ONLY to the Filtration Pump Determine Pipe Sizes Branch Pipe NA to keep velocity @ 6fps max at Flow Claculations: Pool Volume: 140 x 3.50 x 7.48 = 3665 / 360 = 10.18 36 Trunk & Suction 2.5 to keep velocity @ 6 fps max at Surf Area Avg Depth Gal/Cub Ft Vol. in Gal Turnover Calc *Filtration in Min Flow Rate Flow Rate Return Pipe 2 to keep velocity @ 8fps max at *Note: for pools under 13,000 gal the calculated flow rate or 36gpm whichever is greater= the filtration flow rate Auxiliary Load Yes 3 Spa Therapy Jets = 45 Yes/No Description Calculated Auxiliary flow Rate Flow Rate (Low Speed) 32 @ 1725 GPM RPM in Suction Side Pipe Size @6 fps 2.5 Min Suctin Side Branch Pipe @ 6fps in Return Side Pipe Size @8 fps 2 Min Retur Side Branch Pipe @ 8fps uerermtne rarer -�rze: 18.0 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 Filtor Factors (GPM/SF) 0.375 2 15 22.7 Cartridge DE Sand 3 6.9 9.2 11.5 13.8 16.0 18.3 20.5 22.5 25.1 Filter Size: 36.00 / 0.375 = 96.00 lHayward 29.6 225 Flow Rate Filter Factor Filter size Filter Mak and Model Pump Controls: 36.5 8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 Control System 24 Hour Timeclock 9 20.8 23.1 25.3 27.6 29.8 321 34.3 36.6 38.9 41.1 Control System Make and Model 43.4 11 25.4 27.7 29.91 332.21 34.5 36.7 39.0 41.2 43.5 NA Filtration pump with no auxiliary load may have standard tirr e clock X Filtration pump with auxiliary load must have a control syste for low speed default within 24 hours 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 Heater Model lHayward H400FD Heat Pum 17 33.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 Hayward NA Make, model and size 61.9 Make, model and size Gas Heater Efficiency Rating 84% No pilot Light Heat Pumil Efficiency COP 5.0/3.8 5 & ANSI 7 Compliance Work Sheet Distance from pool to pump in feet: Suction Pipe Friction loss in 2.5 Return Pipe Friction loss in 2 23 pipe per V @ 88 0.05 pipeflow/friction loss gpm pipe per 1' @ 82 0.10 pipeflow/friction loss NA Suction TDH 23 x 0.05 = 1.15 TDH in Piping 5.15 Length Ft of head per V TDH Filter loss in TDH 4.00 + + He ter/HP loss in TDH - + Return TDH 40 x 0.10 = 4.00 Other loss in TDH A&A - + Ft of head per 1' TDH = T tai Simplified TDH F 9.15 = Pump Selection. As listed on Curve Filtration Pump SP3202VSP A Max Flow Rate F 64 GPM MD Cover JA&A AVSC Determine the number and type of required in -floor suction outlets: NA gpm System Flow Rate 88 gpm System Flow Rate 82 gpm System Flow Rate Pump Description Hayward Tristar 1.85 hp Var Speed Multiple suction outlets @ 146 gpm max. flow Main 1 JA&A AVSC channel drain @ 196 gpm w/ 1 ports TOTAL HEAQ W FEET CONVERSON CHART FLOW & FRICTION LOSS PER FOOT arjrHFr, MF:Pr11PY!vAPIMN1 C;01JCF; Schedule 40 PVC Pipe L 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3 1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 4.6 6.9 9.1 11.4 13.7 15.9 18:2 20.4 22.7 25.0 3 6.9 9.2 11.5 13.8 16.0 18.3 20.5 22.5 25.1 27.3 4 9.2 11.5 13.8 16.0 18.3 20.5 22.81 25.1 27.3 29.6 5 11.5 13.8 16.11 18.31 20.6 2 Z 8 25.1 27.4 29.6 31.9 6 13.9 16.1 13.4 20.6 22.9 252 27.4 29.7 31.9 34.2 16.2 15.4 20.1 23.0 25.2 2e.5 29.7 32.01 34.3 36.5 8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38.5 9 20.8 23.1 25.3 27.6 29.8 321 34.3 36.6 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 11 25.4 27.7 29.91 332.21 34.5 36.7 39.0 41.2 43.5 45.8 12 27.7 30.0 32.2 34.5 36.5 39.0 41.3 43.5 45.8 48.1 13 30.0 323 34.6 36.8 39.1 41.21 43.61 45.91 4 8. 1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 482 50.4 52.7 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 17 33.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 41.61 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 19 43.9 46.2 48.4 50.7 52.9 55.21 57.4 59.7 62.01 64.2 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 21 48.5 50.8 53.0 55.3 57.6 59.5 62.1 64.3 66.6 65.9 22 20.5 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 712 73.5 24 55.4 57.7 60.0 62.21 64.5 66.7 69.0 71.3 73.5 75.8 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 64.6 66.9 692 71.4 773.7 75.9 78.2 80.5 82.7 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 82.8 85.0 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.5 55.1 87.3 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 97.41 89.6 31 71.6 73.9 76.1 78.4 880.7 82.9 85.2 87.4 59.7 92.0 32 73.9 76.2 78.4 20.7 83.0 55.2 87.5 89.7 920 94.3 33 76.2 78.5 50.7 83.0 55.3 87.5 89.8 92.0 94.3 96.6 34 78.5 £0.8 53.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 35 80.9 83.1 55.4 87.6 89.9 92.21 94.4 96.7 98.9 101.2 71ELD TDH FAUST BE EQUAL TO OP. HIGHER THAN THE CALCULATED TDH TDH Calculation Options For Each Pump X Simplified Total Dynamic Head (STDH) Complete STDH Worksheet - Fill in all blanks Total Dynamic Head (TDH) Complete Program or other calcs. Fill in required blanks on worksheet & attach Maximum Flow Capacity of the new or replacement pump 2375 St Johns Bluff Rd S #107 Velocity - Feet Per Second Jacksonville, FL 32246 Pipe Size 6 FPS 904.620.0206 8 FPS 10 FPS 1655 Atlantic Beach Dr 1" 16 gpm .014' 21 gpm .023' 26 gpm .35' 1.5" 37gpm .08' 50 gpm .14' 62 gpm .21' 2" 62 gpm .06' 82 gpm .10' 103 gpm .16' 2.5" 88 gpm .05' 117 gpm .09' 146 gpm .13' 3" 136 gpm .04' 181 gpm .07' 227 gpm .10' 4" 234 gpm .03' 313 gpm .05' 392 gpm .07' 6" 534 Rom .02' 712 RDm .03' TDH Calculation Options For Each Pump X Simplified Total Dynamic Head (STDH) Complete STDH Worksheet - Fill in all blanks Total Dynamic Head (TDH) Complete Program or other calcs. Fill in required blanks on worksheet & attach Maximum Flow Capacity of the new or replacement pump Owner Info: 2375 St Johns Bluff Rd S #107 i`w HMNPhone: Jacksonville, FL 32246 904.620.0090 POFax: 904.620.0206 World's Largest! Address 1655 Atlantic Beach Dr Contractors Signature Kenneth M. Quintal Contractors License No. CPC 1456765 Owner Info: Job Falden-18036 Name David & Allison Falden Address 1655 Atlantic Beach Dr Atlantic Beach 32233 A,ge j/ CERTIFICATE OF COMPLIANCE **A copy of this document should be retained by the pool builder for each drain installed on a given job** A&A Manufacturing certifies that the following model numbers meet or exceed all of the requirements set forth in the Virginia Graeme Baker Pool & Spa Safety Act (VGB 2008), ASME Al 12.19.8 — 2007, and NSF 50 in addition to the safety requirements outlined by the Consumer Products Safety Commission (CPSC). All of these products are manufactured at A&A's main facility located at 3750 w. Indian School Road, Phoenix, Arizona 85019 USA. Each drain is date coded (on both the sump and cover) to identify month & year of manufacture_ 560690 1 560702 1 560729 A&A's PDR drains are certified through NSF International. NSF International's World Headquarters are located at the following address: NSF International P.O. Box 130140 789 n. Dixboro Road Ann Arbor, Ml 48113-0140 560745 1 560711 1 560737 Further confirmation of A&A's drain certification can be found at the following NSF website: http://wwNv.nsf.org/Certified/Pools/Listings.asp?Company=4N400&Standard=ASNW1908 For additional product information please follow the following links to A&A's website: http://www.aamfg.com/ Any technical information/questions, beyond what is available online, should be submitted via email to: Jepson Sutton I R&D Director— A&A Manufacturing I jepson.sutton@aamfg.com POOL AND SPAMOT TUB HEATERS H150FD, H2O0FD, H250FD, H300FD, H350FD & H400FD MODELS SERVICE & INSTALLATION MANUAL FOR YOUR SAFETY A WARNING: If the information in these instructions is not followed exactly, a fire or explosion may result causing property damage, injury, or death. - Do not store or use gasoline or other flam- mable vapors or liquids in the vicinity of this or any other appliance. WHAT TO DO IF YOU SMELL GAS: • Do not try to light any appliance. • Do not touch any electrical switch; do not use any phone in your building. • Immediately call your gas supplier from a neighbor's phone. Follow the gas supplier's instructions. • If you cannot reach your gas supplier, call the fire department. - Installation and service must be performed by a qualified installer, service agency, or the gas supplier. pESIGN As SP SP CERTIFIED �fRTIF��p FOR YOUR SAFETY This product must be installed and serviced by authorized personnel, qualified in pool/ spa heater installation. Improper installation and/or operation can create carbon monoxide gas and flue gases that can cause serious injury, property damage, or death. U.S. PATENT NOS. 6,026,804, 6,321,833, & 7,971,603 1301623301 Rev J 0413 12 10 8 6 4 2 n HAYWARD POOL PRODUCTS PRODUCT: UNIVERSAL H -SERIES GAS HEATER ISSUED: 03/31/09 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 Flow (GPM) THIS UNIVERSAL COLORLOGICT" AND CRYSTALOGICT"LUMINAIRES ARE UL LISTED AND HAVE BEEN EVALUATED FOR USE WITH VIRTUALLYALL MANUFACTURER'S LUMINAIRE HOUSINGS (FORMING SHELL)ALREADY INSTALLED IN THE FIELD. THE UNIVERSAL COLO RLOGIC/CRYSTALOGIC LUMINAIRE PLUS UNIVERSAL COLORLOGIC NICHE FORM A COMPLETELY NONMETALLIC LOW VOLTAGE LIGHTING SYSTEM. TOGETHER, THIS COMBINATION DOES NOT REQUIRE BONDING OR GROUNDING WHEN POWERED BYA LISTED POOL/SPA TRANSFORMER AND INSTALLED PER THE NATIONAL ELECTRICAL CODE. UNBONDED LIGHTING NEC PROVISIONS: When these UL Listed low voltage nonmetallic luminaires are used with the Hayward nonmetallic forming shells (niches) listed below, the 2011 National Electric Code (NEC) provides an exception to luminaire bonding and grounding in Article 680.6 and 680.23. POOL WATER BONDING NEC PROVISIONS: For Pool Water Bonding required by Article 680.26C, Concrete pools are considered conductive (see 680.26(B)(1)) due to the porosity of concrete and the bonding of rebar. No Additional bonding is required. For assistance with NEC compliance questions, contact a Hayward Senior Application Engineer at 888-898-9674. For all other product installation or usage assistance, contact Hayward Technical Support at 888-429-9273. The complete UL Listed ColorLogic System: Non-conductive, 2 Wire, Sealed, 12V, non- Hayward 70 and 140 watt pool and spa metallic with unbreakable lens and no function box transformer retrofit kit: serviceable parts. LRBUY11 H65 LRBUYI1 P65 LPCUS11xxx LPCUN11xxx LSCUS11xxx LSCUN11xxx LPLUS11xxx LSLUS11xxx LPWUS11xxx Hayward non -bonded, non -grounded non- metallic forming shells (niches) for gunite pool and spas: LFGUY1000 (pool) LGGUY1000 (spa) Hayward 300 watt transformer: LTBUY11300 LRBUY11 M65 LRBUYI I M13 LRBUY11 T65 Hayward 70 watt junction box transformer: LTBUY11 H65 Non-conductive polymertrim rings: LNBUY1000 LNGUY1000 LNEUY1000 LNVUY1000 LNFUY1000 LQBUY1000 LQGUY1000 LQEUY1000 LQVUY1000 LQFUY1000 LFGUY1000 LGGUY1000 092500 RevA 2� The efficiency you need, the convenience you deserve. SwimClear'' Cartridge Filters features and benefits: Superior efficiency — Captures more dirt for superior water clarity without the need of any supplemental media. Increased energy savings — Greater efficiency allows pump to run at lower speeds or less time, reducing energy needs and passing cost savings on to you. Ease of service — Quick access to internal components for simple maintenance. Ease of installation — Offers perfect alignment with Hayward® variable -speed pumps for the ultimate in energy efficiency. RLTERTYPE Cartridge Element:100 ft? 150 ft? 200 ft2 (9.29 m,213.94 m? 18.58 mz) FILTER ELEMENT Reinforced Polyester C1 00S: SOY? H x 18'/4 W"' (775 mm x 464 mm') DIMENSIONS Cl 50S: 33Y4" H x 16'/4 W"" (857 mm x 464 mm') C20OS: 38%" H x 18 Ya W"' (984 mm x 464 mm') NOTE. Tased on lock dng--rndth at base Is 1YPWmm). • Ergonomic grip handles — Provides easy installation and maintenance and ensures no contact with fiberglass -based surfaces. • Lowest body height — Makes for convenient, fast cleaning and replacement. • Recessed pressure gauge and manual air relief — Delivers head assembly convenience and head seal contamination protection. • 2" x 2,5" Union Connections makes installation and servicing fast and easy. Easy to clean cartridge elements To take a closer look at other Hayward products, go to SwlmClear Filters are listed by: NSE hayward.com or call 1-888-HAYWARD. Hayward and Hayward Energy Solutions are registered trademarks and HAYWA R D® Easy -Lok and and Indust Is a trademark of Hay yard Industries, Inc, ®2014 Hayward Industries, Inc. t ITSC14 RESIDENTIAL C1 00S 100 9.29 100 379 48,000 60,000 182 227 C150S 150 - 13.94 120 455 57,600 72,000 218 273 C200S 200 18.58 120 455 57,600 72,000 218 273 PUBLIC C1 00S 100 9.29 38 142 18,240 22,800 68 85 C150S 150: 13,94 - 56 213 26,880 33,600 102 128 C200S 200 18.58 75 284 36,000 45,000 136 170 "Determined bypump size and piping system hydraulrs; 2" piping is recemmended ler Ikrr rates of90 GAI (341 LPhg. Public Design Flovimles based on 0.375GPWIF (15.26 LPI NW) To take a closer look at other Hayward products, go to SwlmClear Filters are listed by: NSE hayward.com or call 1-888-HAYWARD. Hayward and Hayward Energy Solutions are registered trademarks and HAYWA R D® Easy -Lok and and Indust Is a trademark of Hay yard Industries, Inc, ®2014 Hayward Industries, Inc. t ITSC14 HAYWARD POOL PRODUCTS PRODUCT: SWIM CLEAR F I LTE R ISSUED: 03/30/09 16 14 12 U5 Q 10 i a� m 0 8 a) m m LL M cv 6 4 2 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 Plow (GPM) TriStar®VS Variable -Speed Pumps mr, With industry-leading hydraulics and a SAVE UP TO super -efficient permanent magnet motor, 900% Hayward's TriStar"' VS residential pool ONENERGYCOSTB- pumps are the most energy-efficient Pumps on the market, according to EPA ENERGY STAR' third -party testing. 0 INDUSTRY-LEADING ENERGY EFFICIENCY With its advanced hydraulic design, integrated variable - speed control and permanent magnet motor, the TriStar VS creates the right flow at the right time, saving up to 90% per year on energy costs. Its ENERGY STAR" rating means owners may be eligible for local energy rebates. ©1 RIGHT -SIZED FOR SAVINGS Because it operates efficiently at lower horsepower, TriStar VS is the ideal upgrade for most high-performance Pumps up to 1.5 HP full rate or 2 HP up rate, paying for itself faster than larger, more expensive VS models. EASY INSTALLATION & MAINTENANCE 2" x 21/2" CPVC union connections make installing and servicing TriStar VS pumps simple. Two pump -base options allow for seamless retrofitting anywhere, and an extra -large, no -rib debris basket means you'll never have to worry about a mess. SP3202VSP TRISTAR VS PERFORMANCE COMPARISON 90 80 — 70 60 _ 3 50 40 30 to 00 10 20 30 40 50 60 70 80 90 100 110 Flow fGPMI TRISTAR DIMENSIONS (INCHES) 3450 RPM 3000 RPM 2400 RPM 1725 RPM 1000 RPM I SP3202VSPND j SPECIFICATIONS I MODEL STAND i RELAY 1 HAYWARO° ' TOTAL ! ;SPEED i UNION NUMBER ALONE I CONTROL 1 AUTOMATION i HP _._.._._ _._._..._.._.._.._.__ .._.._.._.__._._._ i VOLTS :RANGE ;CONNECTIONS WALL MOUNTABLE SP3202VSP i i i 1.85 230V 1600-3450 RPM I 2'x 2.511 DIGITAL INTERFACE' it ._._.l._......_-...._. L...._ _ [SP3202VSP ONLY) i i I I i j i I SP3202VSPND; 1.85 t 230V 600-3450 I 2'x 2.5" 1 1 RPM " Compared to single -speed pumps. 120 130 .. ................ ....................... ........-......... ......... ........._..__.._.....-................. ........... .........._.........._.. hayward.com - 1-888-HAYWARD ;` Pumps Filters - Heating • Cleaners x Sanitization = Automation � Lighting Y Water Features - White Goods .............. .................................. ............ .............................. ....._.......................... ............. ..._.................. .... ............................. -- ............ Hayward and TriStar are registered trademarks of Hayward Industries, Inc. cp 2017 Hayward Industries, Inc. ENERGY STAR is a registered mark owned by �� the U.S, government. All other trademarks not owned by Hayward are the property of their respective pump endorsed by those third parties. TriStowners. Hayward is not in any way affiliated with or VSs ,1 are tisted by; VL NSF ` 21?t Swimming Pool Energy Efficiency Compliance Information mrz I_ 0's'5 NOTE: These Requirements Apploy ONLY to the Filtration Pump -,n rO T 44 eAi_C,iLA-r"!C411 Flow Claculations: Pool Volume: 140 x 3.50 x 7.48 = 3665 / 360 = 10.18 36 Surf Area Avg Depth Gal/Cub Ft Vol. in Cal Turnover Calc *Filtration in Min Flow Rate Flow Rate *Note: for pools under 13,000 gal the calculated flow rate or 36gpm whiche r is greater = the filtration flow rate Auxiliary Load Yes 3 Spa Therapy Jets = 45 Yes/No Description Calculated Auxiliary flow Rate Flow Rate (Low Speed) 32 @ 1725 GPM RPM 18.0 Min Suction Side Pipe Size @6 fps 2.5 Min Suc ion Side Branch Pipe @ 6fps NA " Min Return Side Pipe Size @8 fps 2 Min Ret irn Side Branch Pipe @ 8fps NA " Determine Filter Size: OFFICE COPY Filtor Factors (GPM/SF) 0.375 2 15 27.3 Cartridge DE Sand 29.6 Filter Size: 36.00 / 0.375 = 96.00 [Haywarc 225 Flow Rate Filter Factor Filter size Filter M ke and Model Pump Controls: cC\, RE IS10N Control System 24 Hour Timeclock Y Control System Make and Model co/ i'- BP# A 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 DATE301 NA Filtration pump with no auxiliary load may have standard t me clock _�J 12 27.7 30.0 322 34.5 36.8 39.0 41.3 43.5 45.8 SIGNED - X Filtration pump with auxiliary load must have a control system for low speed default within 24 hours 52.7 Heater Mode! Hayward H400FD HeatPurV lHayward NA Make, model and sizeMake, model and size Gas Heater Efficiency Rating 84% No pilot Light Heat Pu n p Efficiency COP 5.0/3.8 Work Determine Simplified TDH Distance from pool to pump in feet: 23 Suction Pipe Friction loss in _ 2.5 pipe per V @ Return Pipe Friction loss in 2 pipe per V @ Suction TDH 23 x 0.05 = 1.15 Length Ft of head per V TDH Return TDH 40 x 0.10 = 4.00 Ft of head per 1' TDH = 88 = 0.05 pipeflow/friction loss gpm 82 = 0.10 pipeflow/friction loss gpm TDH in Piping 5.15 Filter loss in TDH 4.00 + H ater/HP loss in TDH_ pj- m+ Other loss in TDH A&A - + otal Simplified TDH �= \3,15 . pipe Sizes Branch Pipe NA to keep velocity @ 6fps max at NA gpm System Flow Rate Trunk & Suction 2.5 to keep velocity @ 6 fps max at 88 gpm System Flow Rate Return Pipe 2 to keep velocity @ 8fps max at 82 gpm System Flow Rate Pump Selection As listed on Curve Filtration Pump SP3202VSP A MD Cover JA&A AVSC Determine the number and type of required in - Multiple Main 1 JA&A AVSC L TOTAL HfAD W FEET CONVfRSfON CHART IN- HFS ISI FRr11 PY NACt II IN -1 GA It; F1 0.0 2.0 4.0 1 6-0 8.0 10.0 12.0 14.0 16.0 18.0 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3 1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 4.6 6.9 9.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 6.9 9.2 11.5 139 16.0 13.3 20.5 22.8 25.1 27.3 4 9.2 115 138 16.0 18.'; 2A.5 22.8 25.1 27.3 29.6 5 11.5 13.8 16.11 18.3 20.6 22.8 25.1 27.4 29.6 31.9 6 13.9 16.1 18.4 21:1.6 22.3 252 27.4 29.7 31.9 34.2 16.2 18.4 20.1 23.0 25.2 27.5 29.7 32.0 34.3 36.5 19.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 39.8 9 20.8 23.1253 27.6 29.3 32.1 34.3 36.6 36.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 12 27.7 30.0 322 34.5 36.8 39.0 41.3 43.5 45.8 48.1 13 ;i 0.0 2.3 34.6 36.8 39.1 413 43.6 45.9 48.1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 4 5. 9 48.2 50.4 52.7 15 34.6 36.9 0 -3.21 41.4 43.7 45.9 48.2 50.5 52.7 55.0 16 37.0 :.9.2 41.5 43.7 46.0 48.350.5 528 55.0 57.3 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 16 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 19 43.9 462 48.4 50.7 52.9 5.5.2 57.4 59.7 62.0 64.2 20 4E.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 21 48.5 50.8 53.0 55.3 57.6 59.8 621 64.3 6.6.6 68.9 22 20.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.33 73.5 75.8 25 57.8 1 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1 26 60.1 62.3 64.6 666.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 80.5 82.7 28 64.7 63.9 692 71.5 73.7 76.0 78.2 80.5 82.8 85.0 29 67.0 69.3 71.5 73.8 76.0 1 78.31 80.5 82.8 85.1 87.3 30 69.3 71.6 73 8 76.1 78.3 80.6 82.9 85.1 ^07.4 83.6 31 71.6 73.9 766.1 78.4 30.7 82.9 85.2 87.4 89.7 92.0 32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 89.7 92.0 94.3 33 76.2 73.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6 85.3 87.6 39.8 92.1 94.4 96.6 34 78.5W185.4, 93.9 35 20.9 87.6 89.9 92.21 94.41 96.7 98.9 10-1.2 FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH Max Flow Rate 64 Pump Description Job GPM Hayward Tristar �� 1.85 hp Var Speed `ion outlets: Fax: 904.620.0206 suction outlets @ 146 gpm max. flow channel drain @ 196 gpm w/ 1 ports FLOW & FRICTION LOSS PER FOOT Schedule 40 PVC Pipe 2375 St Johns Bluff Rd S #107 Job Jacksonville, FL 32246 �� Phone: 904.620.0090 Velocity - Feet Per Second Fax: 904.620.0206 World's Largestl Pipe Size 6 FPS Atlantic Beach 8 FPS Contractors Signature 10 FPS Kenneth M. Quintal 1" 16 gpm .014' 21 gpm .023' 26 gpm .35' 1.5" 37gpm .08' 50 gpm .14' 62 gpm .21' 2" 62 gpm .06' 82 gpm .10' 103 gpm .16' 2.5" 88 gpm .05' 117 gpm .09' 146 gpm .13' 3" 136 gpm .04' 181 gpm .07' 227 gpm .10' 4" 234 gpm .03' 313 gpm .05' 392 gpm 1 .07' 6" 534 gpm .02' 712 gpm .03' TDH Calculation Options For Each Pump X Simplified Total Dynamic Head (STDH) Complete STDH Worksheet - Fill in all blanks Total Dynamic Head (TDH) Complete Program or other talcs. Fill in required blanks on worksheet & attach Maximum Flow Capacity of the new or replacement pump Owner Info: 2375 St Johns Bluff Rd S #107 Job Jacksonville, FL 32246 �� Phone: 904.620.0090 P=9 Fax: 904.620.0206 World's Largestl 1655 Atlantic Beach Dr Atlantic Beach Contractors Signature Kenneth M. 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WET DOWN GUNITE TWICE DAILY FOR SEVEN DAYS 14' — therapeutic jet I I I r I Color logic LED — i4• c ann therapeutic jet deep drain I 4' I ~ P/L 29'x1 B" bench I SCALE: 1/8" = 1'0" Directions -i"o Site: a From St Johns Bluff Rd (15 mins): Drain ® E on Atlantic Blvd to Mayport Rd flyover ramp on R. ® Go 1.7mi and turn R on Dutton Island Rd E. Gate code 29521 ® Dutton Island becomes Maritime Oaks Dr. a Turn R on Timber Ridge Ln. ® Enter roundabout and take 2nd exit on Atlantic Beach Dr. • 1655 Atlantic Beach Dr. on R Contact Allison: 662-8955 TEVIISEI P/L 12"x12" tumbled travertine deck w/ 6"x12" tumbled travertine coping APPROVED iN I 38'8" I / l i P/L 29'x18" bench skimmer s' 20'8" / eeFff p 0 o pressure line only I Surface existing treads and risers w/ 24^ 12"x12" tumbled travertine pavers I therapeutic jet (o ---------�'^FX)— ——— —— ————————— —— ———— I I J -box • Dec I Pool 8' eq I 1 I 3' I I I I I I I&3 F1 01, drain Light switch E I 9 ve I patio I Surface existing w/ A :12" tumbled travertine C C E j Existing S residence I I I I NEIGHBOR ACCESS AND SMALL MACHINE F EQUIRED t` MAX. WIDTH: 10' MAX. LENGTH: 14' PERIMETER: 48' SURFACE AREA: 140 SF POOL DEPTHS: 3 ft. TO 4 ft. Gallons: 3665 EXCAVATION rRIGNE I`N' PG)L.%J .ElUE Coast to Coast Since 1 Since 1954 PHONE: 0 State Certified Poo! Buildelde r REMOVE STUMPS: Homeowner COLOR: CAPRI 690 FAX:904-620-02 CPC 1456765 REPLACE FENCE: Homeowner TOP EXISTING: YES 146 SQ. FT. REMOVE CONCRETE: None SQ. FT- MAX. WIDTH: 10' MAX. LENGTH: 14' PERIMETER: 48' SURFACE AREA: 140 SF POOL DEPTHS: 3 ft. TO 4 ft. Gallons: 3665 EXCAVATION DECKING TYPE: Small machine TYPE: 12"x12" tumbled travertine 456 SQ. FT. REMOVE DIRT: BHP as needed REMOVE STUMPS: Homeowner COLOR: CAPRI REMOVE FENCE: Homeowner RISERS: Top existing REPLACE FENCE: Homeowner TOP EXISTING: YES 146 SQ. FT. REMOVE CONCRETE: None SQ. FT- DECK DRAINS: Decco 40 LF FOOTERS: LF PLUMBING LF DRAINS: Channel SUCTION RUN: 23' Pipe: EQUIPMENT FILTER RUN: 40' Pipe: FILTER TYPE: Cart SIZE: 225 _ RETURN LINES: 3 PUMP HP: 1.85max SPEED: var WATER FEATURE: 3 therapeutic iets Controller: 24 hour ELECTRICAL SANITIZER: In line w/ ozone RUN BY: BH FEET: 100 LIGHT: Color logic LED CLEANER: Pressure line only GUNITE WATER FEATURE: 3 therapeutic lets S WI M-OUT/LOVESEAT: 29'x18" None EXT. 2nd STEP: None BOOSTER PUMP: R.B.B. 0 IN X 0 FT HEAT PUMP: None SIZE: None R.B.B. 0 IN X 0 FT HEATER: 400kBTU BTU:NAT LP R.B.B. 0 IN X 0 FT c ONE) OTHER: None SPA _ COPING SIZE: None TYPE: 6"x12" tumbled travertine - CAPRI TILE PLUMBING R TYPE: FLOJWLBE16 - MasterTile NUMBER OF JETS: OTHER: None BLOWER HP: INTERIOR FINISH LIGHT: TYPE: Sun Stone COLOR: Blue Pearl ADDITIONAL SPECIFICATIONS: 1) install three (3) therapy jets with manual valve. 2) surface existing Step fascia and treads with tumbled travertine pavers BUYER Please Initial Approve the Above Specifications: Approve the Equipment Location: Customer's Signature: Date: Name: David and Allison Falden #18036 Address: 1655 Atlantic Beach Drive Jurisdiction: Atlantic Beach Home Phone Number: 904-662-8955 City: Atlantic Beach Zip 32233 Business Phone: 954-682-4253 Y� 9 � Lot: 10 Block: NA Count Duval Pb / P 67/132-137 Subdivision: Atlantic Beach Country Club Unit 2 4c1 EMAIL: allifalden(aDgmail.com :Joe Ofalt Z Lli O 00 W m 2 *- Z U- 30 o> r; En dU]Z / Zao Q <c otM> >L W W lLI-i W W2' Y , y W ' C U O o � O 2cl�CA Q W 0\ N + �F cO�RS� = I,i,(1 Qw�� I1,,I, J GO 36 W <Lu o R 1666_12 ' Ng7 3a o (� o < a o� aiw w w Z ' J5 QQ,�1 Jr zvl 2 o N w� g� 3 �pct Dw oz w e o O r' , U w to z w 2 �., 0 m w a w o <n cn wzz z �w �v F 3 v o< .,�n �3�¢ w (n W O W W W W W O u� Z m O= -I (((�� I (n H F H F" F- 1 j Z j laQl , j 0.. co W� O O O O O O U G V) t a co F , a z"�_jz Z z z o Q m a¢0a ^ n owo 1 I I I \ 2 ca�� mM� WNa ¢ oZ O c 2 LZ z o O �� 0 doj o �ww� w �Z � o vi N LD D �� .� �o� � _ QLd Ln j o ��z> w cl LljK O �_ ¢ O N w�ln O J J W Ld LD vo3f m9 pf r ~ pON p =c0 > O UO = �� Ld ¢ v � DQJ z3�O vo W o �o OoaO Lj ¢ p py w vuLn lK—oA. to uj Lo p z zo o cr> w< Lnr' ¢tz- \ NuJ>� ` zota- O 4 u cy- O �� C� � ao O azo w a� \ �' a� '< �to �U �/� v W l�` �ocf >O p o O N 7 m to J 4 UI x1-- ` Z � O cn E N � lfi Z o Q G�1 `1 x c �\T w a w wd o _ I I tL \j, w U U z H F c N N 2 r ts1 0� o= �� y ~ w a w 2 ¢m a o mz N > 3 2 5.8 ��' zoo 0� 1 �w~�v s T + \96 w00 ^ o h Ld0c w w 0 g 2 rnN y 13• _ r- cn N c vl ¢ ¢ ¢ ev ca JEP w< j W �PSEMENT 0 o r �� p w= �� 4! 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T m z i a w U / �a P o o o W m o j o 161\ I goo ozul � o J 0 0 ._ Lo 0 x O J J m F w w �(' m LD Ln OUQ� ~ V T- J < m o If] V7 Q ((}}}>\\\ O S w w z 3 o w Wy,� Z�Un¢a��?� ¢wlawxxx¢ F -000<m ow as ow i¢o¢wYa zero-�z-w� N WHS �� no �zzoc�<�c�o�� cwi �¢3�3m� � U O d m w= II 8 If II II & II II R 0 1 11 If R II 0 II a R II II -1 Z O¢ C:LOi OJ IS- FS -0 zo �a¢ 4 U-<mvo aim c�-X LL3ow m Child Safety Method: _Pool area to be screened X Pool area to be Fenced 4' , _Child Safety Fence 1. --_- X Door and Window Alarms 14' Gates to be self-closing and self -latching. WET DOWN GUNITE TWICE DAILY FOR SEVEN DAYS COMMUNITY DEVELOPME APPROVED Directions To Site: From St Johns Bluff Rd (15 mins): • E on Atlantic Blvd to Mayport Rd flyover ramp on R. Go 1.7mi and turn R on Dutton Island Rd E. Gate code 29521 Y Dutton Island becomes Maritime Oaks Dr. • Turn R on Timber Ridge Ln. Enter roundabout and take 2nd exit on Atlantic Beach Dr. 1655 Atlantic Beach Dr. on R Contact Allison: 662-8955 cu &WISED P/L 12"x12" tumbled travertine deck w/ 6"x12" tumbled travertine coping therapeutic jet _.._.._ ._.._____ I i N i I 38 8 I P/L I Color logic LED 29'x18" _ bench skimmer q 3' 20'8, i4' c anne e therapeutic jet — deep drain i o 1 , pressure line only 4 I j P/L Surface existyng treads and risers w/ bench 29'x18 �_24" 12"x12" tumbled travertine pavers I � therapeutic jet I — — .18 - I I J -box • Deci I Pool j 8' eq I 1. I 3' I 1 I I I i SCALE: 1/8" = 1'0" drain Light switch E g I ve I patio I Surface existing w/ p' I :12" tumbled travertine C C E j Existing s residence I I I I NEIGHBOR ACCESS AND SMALL MACHINE 14EQUIRED BLUE H N E N Niiii. & O'r Lxs.. Coast to Coast Since 1954 S ince 1954 PHONE: FAX 904 600206 0 State Certified Pool Builder CPC 1456765 GENERAL POOL SPECIFICATIONS MAX. WIDTH: 10' MAX. LENGTH: 14' PERIMETER: 48' SURFACE AREA: 140 SF POOL DEPTHS: 3 ft. TO 4 ft. Gallons: 3665 EXCAVATION DECKING TYPE: Small machine TYPE: 12"x12" tumbled travertine 456 SQ. FT. REMOVE DIRT: BHP as needed COLOR: CAPRI REMOVE STUMPS: Homeowner REMOVE FENCE: Homeowner RISERS: Top existing REPLACE FENCE: Homeowner TOP EXISTING: YES 146 SQ. FT. REMOVE CONCRETE: None SQ. FT- DECK DRAINS: Decco 40 LF FOOTERS: LF PLUMBING LF DRAINS: Channel EQUIPMENT SUCTION RUN: 23' Pipe: FILTER RUN: 40' Pipe: FILTER TYPE: Cart SIZE: 225 RETURN LINES: 3 PUMP HP: 1.85max SPEED: var WATER FEATURE: 3 therapeutic jets Controller: 24 hour ELECTRICAL SANITIZER: In line w/ ozone RUN BY: BH FEET: 100 LIGHT: Color logic LED CLEANER: Pressure line only GUNITE WATER FEATURE: 3 therapeutic jets SWIM-OUT/LOVESEAT: 29'x18" BOOSTER PUMP: None EXT. 2nd STEP: None IN X 0 FT HEAT PUMP: None SIZE: None R.B.B. 0 IN X 0 FT HEATER: 400kBTU BTU:NAT LP R.B.B. 0 IN X 0 FT 'ZONE) OTHER: None SPA COPING one TYPE: 6"x12" tumbled travertine - CAPRI TILE TYPE: FLOJWLBE16 - MasterTile OTHER: None INTERIOR FINISH TYPE: Sun Stone COLOR:Blue Pearl ADDITIONAL SPECIFICATIONS: 1) install three (3) therapy lets with manual valve. 2) surface existing Step fascia and treads with tumbled travertine pavers BUYER Please Initial Approve the Above Specifications: Approve the Equipment Location: Customer's Signature: Date: Name: David and Allison Falden #18036 Address: 1655 Atlantic Beach Drive City: Atlantic Beach Jurisdiction: Atlantic Beach Zip 32233 Home Phone Number: 904-662-8955 Business Phone: 954-682-4253 Lot: 10 Block: NA County: Duval Pb / Pg 67/132-137 Subdivision: Atlantic Beach Country Club Unit 2 EMAIL: allifalden(a)_gmaii.com Child Safety Method: Pool area to be screened X Pool area to be Fenced _Child Safety Fence X Door and Window Alarms Gates to be self-closing and self -latching. WET DOWN GUNITE TWICE DAILY FOR SEVEN DAYS therapeutic jet I I IIi I Color logic LED I tdee therapeutic jet drain 4' P/L ce h I I therapeutic 'et SCALE: 1/8" = 1' 0" Directions To Site: o From St Johns Bluff Rd (15 mins): ® E on Atlantic Blvd to Mayport Rd flyover ramp on R. Q Go 1.7mi and turn R on Dutton Island Rd E. Gate code 29521 0 Dutton Island becomes Maritime Oaks Dr. ® Turn R on Timber Ridge Ln. ® Enter roundabout and take 2nd exit on Atlantic Beach Dr. ® 1655 Atlantic Beach Dr. on R P/L 12"x12" tumbled travertine deck wJ 6"x12" tumbled travertine coping 38'8" I I 29'x18" bench I P/L skimmer 3 20'8" deep pressure line only I I Surface existgng treads and risers wt n 24^ 12"x12" tumbled travertine pavers r CO ----------- ----- —I -18" I I J -box • I Pool 8' eq I I 3' I I I I I i Decco dr I In Light switch rface existing w/ 12"x12' tumbled travertine Existing residence -11o2" I � � I patio DENIED EIGHBOR ACCESS AND SMALL MACHINE REQUIRED ned MAX. WIDTH: 10' MAX. LENGTH: 14' PERIMETER: 48' SURFACE AREA: 140 SF POOL DEPTHS: 3 ft. TO 4 ft. Gallons: 3665 EXCAVATION DECKING TYPE: Small machine REMOVE DIRT: BHP as needed TYPE: 12"x12" tumbled travertine 568 SQ. FT. REMOVE STUMPS: Homeowner COLOR: CAPRI REMOVE FENCE: Homeowner RISERS: Top existing REPLACE FENCE: Homeowner TOP EXISTING: YES 146 SQ. FT. REMOVE CONCRETE: None SQ. FT. DECK DRAINS: Decco 40 LF FOOTERS: LF PLUMBING DRAINS: Channel LF SUCTION RUN: 23' Pipe: , EQUIPMENT FILTER RUN: 40' Pipe: FILTER TYPE: Cart SIZE: 225 RETURN LINES: 3 PUMP HP: 1.85max SPEED: var WATER FEATURE: 3 therapeutic jets _ Controller: 24 hour ELECTRICAL SANITIZER: In line w/ ozone RUN BY: BH FEET: 100 LIGHT: Color logic LED GUNITE CLEANER: Pressure line only WATER FEATURE: 3 therapeutic jets SWIM-OUTJLOVESEAT: 29'x18" EXT. 2nd STEP: None BOOSTER PUMP: None None R.B.B. 0 IN X 0 FT HEAT PUMP: None SIZE: None R.B.B. 0 IN X 0 FT HEATER: 400kBTU BTU: NAT LP R.B.B. 0 IN X 0 FT oNE) OTHER: None SPA COPING SIZE: None TYPE: 6"x12" tumbled travertjne - CAPRI TILE PLUMBING R TYPE: FLOJWLBEI6 - MasterTile NUMBER OF JETS: OTHER: None BLOWER HP: INTERIOR FINISH LIGHT: TYPE: Sun Stone COLOR: Blue Pearl ADDITIONAL SPECIFICATIONS: 11 install three (3) therapy jets with manual valve 2) surface existing Step fascia and treads with tumbled travertine pavers BUYER Please Initial u Approve the Above Specifications: Approve the Equipment Location: Customer's Signature: Date: Name: David and Allison Falden #18036 Address: 1655 Atlantic Beach Drive Jurisdiction: Atlantic Beach Home Phone Number: 904-662-8955 City: Atlantic Beach Zip 32233 Business Phone: 954-682-4253 Lot: 10 Block: NA County: _Duval Pb/Pg 67/132-137 Subdivision: Atlantic Beach Country Club Unit 2 EMAIL: allifaldenRgmail.com fad e Z - YAP SHOWING BO UND.AR Y SURVEY OF LOT 10 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132— 937 OF THE CURRENT PUB R CORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: ALLISON FALDEN & DAVI FALDEN .... , �J WELLS FARGO NA, ISAOA WESTMINSTER TITLE AGENCY, INC. CHICAGO TITLE INSURANCE COMPANY - I " "'-"Y" -"-'rrq FND NAI & DISK LB 384 ELEVATION: (7.92) �•t ELEVATIONS SHOWN HEREON \ REFER TD NAVD OF 1988 Z� co Lp4 w c •� 123.0d �� „L tiX4� COtyC. �L�5 +35 50 f PIC PwppOWl P AP� WOODNCE vEREO 1 G gRtcK covEREp FR PME R �� D 53 i 55 44, PDR�SS D 1-7� cn 'o• 3.0 120 00, SpUTM, 0 1 L ADD CERTIFICATIONS; 11-16-17 (OFFICE) FINAL; W.O.#: 158851; 10-09-17 (FIELD) FOUNDATION: W.O. #154093; 02-15-17 (FIELD) LOT & HOUSE S-0( OOD SET F.F.E.): W.O.//153780; 01-24-17 (FIELD) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDI ONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY TH MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THE E FND. U1•Ul O J � I.D. = IDENTIFICATION A/C = AIR CONDITIONER (TYP.) = TYPICAL I0 I.P. = IRON PIPE 1r 0 I.R. =IRON ROD 0 = DELTA ANGLE 1;�tSQV-M CH= CHORD A = ARC LENGTH BW = BOTTOM OF WALL t ADD CERTIFICATIONS; 11-16-17 (OFFICE) FINAL; W.O.#: 158851; 10-09-17 (FIELD) FOUNDATION: W.O. #154093; 02-15-17 (FIELD) LOT & HOUSE S-0( OOD SET F.F.E.): W.O.//153780; 01-24-17 (FIELD) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDI ONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY TH MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THE E 0 NOTE. SIDE/FRONT TIES ARE TO THE FOUNDATION. LO FND. FOUND O J � I.D. = IDENTIFICATION A/C = AIR CONDITIONER (TYP.) = TYPICAL � I.P. = IRON PIPE 1r 0 I.R. =IRON ROD 0 = DELTA ANGLE 1;�tSQV-M CH= CHORD A = ARC LENGTH BW = BOTTOM OF WALL FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT BAIUS (0) _ LD ULATED ALL D (P = PLAT �i R = RADIAL LINE SURVEYORS I q. = CENTER LINE R/W = RIGHT–OF–WAY JAMES D. HARRISON, JR., No. 2647 (A) = ACTUAL = FENCE LB LB = LICENSED BUSINESS (W) = WITNESS F.F.E. = FINISH FLOOR I W = WIDTH D = DEPTH —9 MES = MITERED END lb- J dw.,_-..•–.,... F.B. 2021,13 0 NOTE. SIDE/FRONT TIES ARE TO THE FOUNDATION. LO O J � N cp C-) rn G A/C = AIR CONDITIONER THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE � i, L N 1r 0 0. J 0 1;�tSQV-M �z uo24� � 1s G.✓::- .• "`ZI?.F\;,... 4 (�'[: t ..� �l`/ ::;-' [ _ !',r t i LY1�,J/+GIL Tsar DENIED �9 cq?'!v- ---/ d 0 -DENOTES FND 1/2" I.P. LB 3848 UNLESS OTHERWISE NOTED © -DENOTES CABLE RISER [E -DENOTES TELECOM RISER . FW -M] -DENOTES WATER METER RU -DENOTES REUSE WATER METER 0 -DENOTES CONCRETE UNDERGROUND ENCROACHMENTS NOT LOCATED SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONES "X" (SHADED) PER LOMR CASE NO. 15-04-4216A, DATED 05-04-15 AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 L AMERICAN SURVEYORS OF FLORIDA, INC. ND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 lend CONC = CONCRETE 5 A/C = AIR CONDITIONER THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE _— -_ BOC = BACK OF CURB N.G. NATURAL GROUND SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN —4 TW = TOP OF WALL AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET BW = BOTTOM OF WALL FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT P.T. = POINT OF TANGENCY P.C.P. = PERMANENT CONTROL'POINT TO CHAPTER 472.027 / CHAPTER 61G17-6, FLORIDA STATUTES. ALL P.C. = POINT OF CURVE AMERICAN P.R.C. = POINT OF REVERSE CURVE SURVEYORS P.C.C. = POINT OF COMPOUND CURVE B.R.L.= BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, ,LINE F.P.&L.='FLORIDA POWER k LIGHT JAMES D. HARRISON, JR., No. 2647 INC. = FENCE LB LB = LICENSED BUSINESS MICHAEL A. GARRETT, No. 6643 NGVD = NATIONAL GEODETIC VERTICAL DATUM SCALE 1 –20✓rl /%i IN NAVD = NORTH AMERICAN VERTICAL DATUM —9 P.I. = POINT OF INTERSECTION lb- J dw.,_-..•–.,... –_ EOW = EDGE OF WATER TOE = TOP OF BANK DATE 09-27-16 �LOR��A.REGISTERED S f�VEYOR A FMAPPER —8 D. C. N/A DR. BY DWW DIR, P:\2016 ORDER NO. 158851-FNL FILE 80934