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1742 Sea Oats Dr POOL20-0003 Decking/Pool SWIMMING POOL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH POOL20-0003 800 SEMINOLE ROAD ISSUED: 3/19/2020 ATLANTIC BEACH. FL 32233 EXPIRES: 9/15/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1742 SEA OATS DR SWIMMING POOL SWIMMING POOL AND DECKING $43000.00 POOL RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 172020 0432 SELVA MARINA UNIT 08 COMPANY: ADDRESS: CITY: STATE: ZIP: Oak Wells Aquatics 8608 Beach Blvd Jacksonville Fl 32216 OWNER: I ADDRESS: CITY: STATE: I ZIP: SEGARS DAVID RALSTON 1742 SEA OATS DR ATLANTIC BEACH FL 32233 JR WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Date: 3/19/2020 1 of 2 SWIMMING POOL PERMIT PERMIT NUMBER POOL20-0003 , CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ISSUED: 3/19/2020 9. V ATLANTIC BEACH. FL 32233 EXPIRES: 9/15/2020 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 CONSTRUCTION SITE MANAGEMENT INFORMATIONAL Notes: Provide construction site management plan,including location of silt fence,dumpster,portable toilet. Right-of-Way Permit is required if using right- of-way for construction parking. I 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. 9 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: IAll old decking and debris must be removed from job site by Contractor. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $270.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $135.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.83 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.55 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $666.38 Issued Date:3/19/2020 2 of 2 ili ,64 t Cash Register Receipt Receipt Number Mr)V �~ City of Atlantic Beach R12024 DESCRIPTION I ACCOUNT I QTY I PAID PermitTRAK $666.38 POOL20-0003 Address: 1742 SEA OATS DR APN: 172020 0432 $666.38 BUILDING $270.00 BUILDING PERMIT 455-0000-322-1000 0 I $270.00 BUILDING PLAN REV RESUBMITTALS $50.00 BUILDING PLAN REVIEW RESUBMITTAL 455-0000-322-1006 0 $50.00 SECOND BUILDING PLAN REVIEW $135.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $135.00 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $11.38 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.83 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.55 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R12024 $666.38 Date Paid: Thursday, March 19, 2020 Paid By: Oak Wells Aquatics Cashier: CT Pay Method: CREDIT CARD 10 Printed:Thursday, March 19,2020 2:09 PM 1 of 1 ii r�� o INSPECTIONS REQUIRED FOR BUILDING PERMITS J _ . To verify compliance with building codes,inspections of the work authorized are required at various points of the construction. I31Y%'' The following inspections are typically required for residential projects: Date: Initial: Date: Initial: Power Pole Final Plumbing Silt Fence Final Electrical Piers/Stem Walls Final HVAC Underground Plumbing CC Final Underground Electric Final Building* Foundation/Footing *For new living space:When all construction work including electrical,plumbing, mechanical,exterior finish,grading,required paving and landscaping is complete Slab** and the building is ready for occupancy,but before being occupied °°FORM BOARD ELEVATION CERTIFICATE MUST BE ON-S fl'E FOR SLAB INSPECTION Swimming Pool Steel Retaining Wall Footing Swimming Pool Safety Driveway Electrical Grounding&Bonding Sewer(Building Dept) Swimming Pool Final(Bldg) Sewer Tap(Utilities Dept) Swimming Pool Final(PW) Additional inspections may apply to your project if your project Rough Electric* contains these elements: Rough Plumbing/Top Out* Formed Columns/Beams* Rough Mechanical* Masonry Cell Fill *When all rough electric,plumbing,mechanical are complete but before any work is *When forms and reinforcing steel,anchor bolts,sleeves and inserts,and all covered up. electrical,plumbing and mechanical work is in place,but before concrete is poured. House Wrap Structural Steel* Wall Sheathing *When all structural steel members ore in place and all connections are complete, but before such work is covered or concealed. Roof Sheathing OTHER: Tie-down Framing Connections OTHER: Rough Framing OTHER: Roofing In Progress OTHER: Window/Door In-Progress OTHER: Insulation Ceiling Insulation Wall �. Exterior Lath POO� DEeKI k� Permit Type Stucco Scratch Coat Exterior Siding In-Progress tCceLii Z © CP000:1• 1‘) Brick Flashing&Ties Permit No. Early Power 74 erafitC)A.T b flem..... Gas Rough Job Address Gas Final* *When all gas piping is complete and wallboard is installed but before gas is AKQct,L) LS 'riw.er• Ells Pcxii - attached to any appliance.All outlets must be capped and pipe pressurized at a minimum of 15 lbs. Contractor POST THIS CARD WITH PERMITS AND PERMIT Building Department Public Works/Utilities Fire Department DOCUMENTATION IN FRONT OF BUILDING Phone:904-247-5826 Phone:904-247-5834 Phone:904-630-4789 Fax:904-247-5845 Fax:904-247-5843 Fax:904-630-4203 INSPECTION LINE: 904-247-5814 MUST CALL BY 4PM PREVIOUS DAY FOR NEXT DAY INSPECTION Construction Hours per City Code:7arn-7pm Weekdays,9am-7pm Weekends fe,rm,V W"----/ /dc9-o oc3 NOTICE OF COMMENCEMENT State of . .(..-0l2-C6A Tax Folio No. 172020 -04-302. County of u l/Gt-t , ✓ 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: 34- SS' O '— 25-- 2.9E S 8L_t/el AA 04-r-:4.1 A I.."Ain-B 10LOr i8 i--K-. i4- _ Address of property being improved: (742 SEA D 4T6 Alm l VE . frizze.. t C, ,dc 3�Z33 _ General description of improvements: �Sr/Cal C..T7OKJ /kJ.6,P0G,- _& .34U/,Ci 4,,e-c fes( 4,et KY-(kc,s6 — Owner: ___St'q/I r A-1e%/,/ Address: /7'/Z Sz 674-15 / /. fJ t- , Owner's interest in site of the improvement: O tAJ/CP:Fe....— _ Fee Simple Titleholder(if other than owner): .--- Name: a a - Contractor: .lTfip Yl I.vaLS N � Ct Address: d g ?ea.c /�1 Ud �da`� 0 /y // a Telephone No.:i0�" 6t f 32a/ Fax No: 0 o- 0 Surety(if any) Q Y UD Y CO ..w Address: Amount of Bond$ p o N O Telephone No: Fax No: �N 04 w 1- Name and address of any person making a loan for the construction of the improvements o rn�s c2. 0 mou_ Z Name: o w OZ?O 4 Address: o64cco Phone No: Fax No: Z Z J z z Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other d a ron$ ray L. be served: Name: �1.11.1,1O p iii Address: C) m Q O Q Ulna 0 Telephone No: Fax No: CI Z Cc 7- OeXoa In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as protbletiliteiti 713.06(2) (b), Florida Statues. (Fill in at Owner's option) a f" r Z Name: O LeiFi cc T Address: p � au m W Telephone No: Fax No: La U LWn w � Expiration date of Notice of Commencement (the expiration date is one(1)year from the date of recording unless a ttifferent cute iso specified): LI LC CC THIS SPACE FOR RECORDER'S USE ONLY OWNER // Signed: Date: f—t!p`20'110 Before me this I , day . ' AsCounty of Duval,State "'" LORI A. ELLIOTT Of Florida,has personally appeared cmr MY COMMISSION#06338412 Notary Public at Large,State of Florida ou xxof Duv. J "4"4 EXPIRES:June 03,2023 My commission expires: , 00 �/ // F 3 c3- 1 Personally Known: or Produced Identification: ( b.f.— FLORIDA LDS & EXCAVATION Dba; OAKWELLS AQUATICS, LLC 8608 Beach Blvd, Jacksonville FL 32216 RE: 1742 SEA OATS DRIVE MANAGEMENT PLAN FOR CONSTRUCTION OF IN GROUND SWIMMING POOL Note Vehicle park curbside in front of residence Construction access- Left side of property Designated trash area- rear left side of property Material drop area -left side of house Job Specific Permit List: Company Name: Florida LDS OakWells Aquatics / CFLHP Municipality: t-1 ' 14Pry i I G C36tY---V) (if known) Owner Name /DPV tid - Cio`, Address 1 tile- Sse.A 071; 15 k9> P City Al 01.0r. Zip_a2a2., contact number 610L1' 1 O L�' 0(001/ email , SeePS 0 60'I@ CprViT.Corm HOA Approval Y N Value of job: 3, 000 Letter received: NOC DEED: Pool/Spa and Equipment: Pool only ✓ Spa Only Both Heater Y N �� {' �{J (20 Pump(size/Manuf �P 3j . Equipment location:(Looking at house from front) Filter: (Manuf) '' Nat7 Size 1 SO" Automation pan ci(Manuf/Size) (V A 24hr clock Chlorination:(salt/tablet) TA\Dter ��A,^�OG✓ Depths: '3 ft to ft Returns(POOL) 3 (SPA JETS) �� PSC: Lights: pool - 1 /spa white/color Color 2y„,„ 141 C11,4 Ce..j 4,411 Safety Act Requirements; Pool Fencing Z Alarms -N// Perimeter Fence ✓ Screen Enc Floating Alarm Electrician: zi Oft 'tc;Ks NOTES: Sent: Received: MAP SHOWING SURVEY OF MLOT 18, BLOCK 14, SEL VA MARINA UNIT No. 8, AS RECORDED M IN PLAT BOOK 34, PAGE 85. OF THE CURRENT PUBLIC 1 RECORDS OF DUVAL COUNTY, FLORIDA. I (1) I 1 01 fUlI = II to r LOT 17 u I nl LOT 630.2_0:_—__I 01 at • 1 4 11A 2.0 <0 N86'09'S3'E 131.76'(FIELD) X N; (sa7»evo"w to x"RAO Z 1 SCALE: 1' = 20' S86 08'19"W 131.72' j z + y• FOUND 1/2"IRON PIPE, NO CAP — I. FouNp;1/2'IRON P!P4 NO CAP O n ; ,lf) _, , PA 1Eft O I i co IO 1 'o v U' 7 b SO gj — • H O I P, O '9,. rill .•��, ri , 29.8' 3 X 10 �' N , * > i �; \, ° LOT 18 tV o° LOT 5 �y o r Z4r t.m ` I '',Ii ® i' it t q Q C,1 CL, # n • �7t�. on r 4 29.3' 0ryz v+ 0 V A/c cava:[re, V Q v e ,11 �� r N p U Y I O - 50473'3.7'£ FOUND 1/2'IRON PIP. a 40'(FIELD) SET 1/2'0IRON PIPF� • ,.. NO CAP j S0478'03'E 'No. LB38 2 - ,--18.27' , •fI - ;5'37'24'W 137.05' 0.1. - FOUND 1/2'IRON PIPE, g .. •'51'E 137.23'POO iI 4 NO CAP 585'28'49'W 137 44' (FIELD) 1 LOT4 n NtOT 19 i rn\ I i--1 (b I Qj I f (1) 1 1 NOTES: I 1. THIS IS A BOUNDARY SURVEY 2 BEARINGS BASED ON THE NES T UNE OF LOT 18, BEING SOUTH I 100'18' WEST, PER PLAT J. BUILD/NG RESTRIC11CN LINE SHOWN PLR PLAT. 4. LOTS 16, 17, 18 AND 19 DO NO MATHEMATICALLY CLOSE BY PLAT. NORTH AND SOUTH LOT UN£S CALCULATED USING THE CHORD BEARINGS AND DISTANCES ALONG THE NES1ERLY RIGHT OF WAY LINE OF SEA OATS I W^ I DRIVE AND 1HE BEARINGS AND DISTANCES OF 1HE NEST LINES OF LOTS (.9 16. 17, 18 AND 19. Q I 0CL \ CY THE PROPERTY SHOWN HEREON LIES IN - - - - l ' FLOOD ZONE X" (AREA OUTSIDE OF THE 40.2X ANNUAL CHANCE FLOODPLAIN) AS THIS ALLISONSURVEY YOW M. WAS MADE FOR THE B N£FIT OF ce WELL AS CAN BE DETERMINED FROM THE D FLOOD INSURANCE RATE MAP No. (n 12031C0407J, REVISED NOVEMBER Z 2018 FOR DUVAL COUNTY, FLORIDA. 0 'NOT VAUD WITHOUT THE SIGNATURE AND DONN W. BOATWRIGHT, P.S.M. Z THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND NAPPER' _ FLORIDA UC. SURVEYING h MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: BER 7, 2018 1 DRAWN BY: CL Fryer: 2018-1940 1500 ROBER7S DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET l _OF_J l Jauue3swe3 yf!M pauue3s MAP SHOWING SURVEY OF LOT 18, BLOCK 14, SELVA MARINA UNIT No. 8, AS RECORDED IN PLAT BOOK 34, PAGE 85, OF THE CURRENT PUBLIC RECORDS I OF DUVAL COUNTY, FLORIDA. I NOTES 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. 2. BEARINGS BASED ON THE WEST UNE OF LOT 18, BEING SOUTH PONT Of • 1'00.8- WEST, PER PLAT. s CURVATURE .3. BUILDING RESTRICTION UNE SHOWN PER PLAT. 4. LOTS 16, 17, 18 AND 19 DO NO MATHEMATICALLY CLOSE BY PLAT. NORTH AND SOUTH LOT UNES CALCULATED USING THE CHORD BEARINGS AND DISTANCES ALONG THE WESTERLY RIGHT OF WAY UNE OF SEA OATS DRIVE AND THE BEARINGS AND DISTANCES OF THE WEST UNES OF LOTS 16, 17, 18 APC 19. I 5. BENCH MARK SHOWN WAS SET BY GPS OBSERVATIONS USING SPECTRA PRECISION EPOCH 50 RUNNING TRIMBLE VRS SOFTWARE IN I 11 N.A.V.D. 1988 DATUM. 11° I � . SCALE: 1- .- 20' i1I A"3I I ; y,� u o I 5I 4� G 1� LOT 17 p LOT 6 NI 30.00' i - I IC) I ,� (588'09'53'W r0e 40"W 131.76'e PLAT) -+ $86'08'19"W• 131.72 Al F ,rr , I o .. 1a co •u M - - .. 20.30 Z m z �^ � m C)• I �„m - zo.v °s q D o. W q 0) '3.70 I D ,E NORM �I . D c CA « + II w a co '� s.sd = n�' tO tl 0 I 0 i `, g 3 8 0 1-STORY I 7 j g`A c.._ ; .: BRICK ,� lc C • Ya RESIDENCE �" 29.8' �' oS .� . O 'C` No. 1742 27•v A N+ +100 :TO' •10.,, 7, �1 10(,i+. t. O6- +1a, PAVExs r ".8 LOT 18 -. Q S 1‘)-: ..I N "---/,r-, Ins' d Is �, s LOT 5 •11.11 ti ` ': �, m .too y e' .14 -!s' Y .1 x.9.9 Y 2e.�' I CCarAE- W 29.3' ., ypS I co est n't • 11�:,fir, , aoa N N 0 ? \fib ', w�- 1 S0413.33.1 I 8.40' (FIELD FOUND_1C2'1110N • �7j, ;� t,.r ae > y _ SO4'18 03 E ' Q •0.8 �9- • RIM Min FOUND ryp[,WO urs 8.27' , , ' 85'37'24"E 137.05' I ' — 0.1' x+10'/� ' (µ8538.61'E 137.23• PUT) I 8g� p8r No c�R • N85'28'49*E 137.44' (IELD) z m 1 r j LOT 4 I LOT 19 $ 1 I 3 1 ITHIS SURVEY WAS MADE FOR THE EFIT OF THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE 'X' DAVID RALSTON SEGARS JR. �plk b^'i�jITE I SEGARS, ow........ 4, 1 (AREA OF MINIMAL FLOOD HAZARD) AS WELL AS CAN BE ,, p.,•0L9 r Irii•.*,p�'�� DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. +l;c 12031C0407J, REVISED NOVEMBER 2, 2018 FOR DUVAL ' 1 Mo••1,0 �'*- COUNTY, FLORIDA. _r' T. CI - NOT VALID WITHOUT THE SIGNATURE AND DON w. -'ATWRIGHT, ?.SIV. Tre OF r ct' THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR iity0492A NQ JS295 I LICENSED SURVEYOR AND MAPPER.' FLORIDA UC. SURVEYING lk MAPP64DA NESS. :•„,,,4#40-5 v`� .872 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. Rt(P""ER DRAWN BY: SWC MBER 19, 2019 , fl 2019-1762 I 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 20111-1940 I . . , . . "Prq•-•;fPC-4r.i A.t*'1/' r--...,• ',7.:-r1.1,, tit ::,... ' -. ••• ' 't '...•; ---. - '.- - " • .--31) - t'- ,. ' . -, t -i,-• -.4,- 4ii t .7. ---, . ., - • ...'"..la .t.r I 1 - .7t,-).12' :-• ,'--r, . . ,.: -e, .,1 ...,- •• •r., ,, . i I , . I t . ' 1 , . z . „ • • 7,,. - , :. ,,,... ---..,,i . -., $ •- , s 5. • -4.. • ; ' t-',- , i . . . , , .. . , 4 , ,,,-.. -... .,....,,- ' • 1:-.....- -' :. ., . . 't. . , • 4 - r . . "", 4 , ••,, • - . • , I ' .. . . !--. . '..: ( • • *C.' . : .7' :',4 i; . -;'' • , - ), 1 '4 7 V i •.., f . . .*. t... it ,: -, • . 4.A. . z • t. ... .._... _ , ; . . . ..... , .-i C , • ; ., 7 i • ', '''• . -, `•••-,4, .. . . '.. , . , • I . . r . , . , .t.„. 1,.. . 4 . .- . • — t 4 ! i i- •t''.-• t . . ' -• ..,t -C.-",-t.-. i ,... , , .. . t ' . . 7 . f .., .-. , . • 4 . 5 i 5I •, , ••••' ", .,. 4: -,....+ • .i ..'•''.,-; ' ; - '.. . i'..4•;,. t ' :' :•..•.',-.•.;:: ,•': . . fr,'51 , ...,. .;',-3.',,,, '00.: . --':.ii...! "1-`,i.',:."-,,,irt S.', • ' ;.' '''','.,;i'.'1 -.1e--,- t • ... . • 1F; .,tg.... ,-:,-,. , ..- .. .'A..77''i i-..,..-- '7 !••.%' ',••• 0 i • . . i -:.•-• - . • • -, 1.,,,.._,: ..-,C11 ---.; 7. ;..iC.,1,1:10;4.i...:-,?1' ...''..-7- . . -.- 1; p,.-.. ri.1,-..i43,:. CM •Tw.', i. 71 .- .,‘; 'AP(310A1.•" ..„.4 : •: ,.:4 • ., •, :• „. ./..•,-"? '`.:-..: ..' 14, . 7Y;:).: 1'-. :Ai ,."-' --.---'.,".-3‘,,,C-.4 di,* Zit,44k 1. i'.--.,:,..)11,:-i'il, , '---•,17. 7 •-• •:, -,•7. * -,.. . ..q.-1,............_..... . . i...... -- 4' )1?-n.,.. .1....t,;!t .";1'.'.,7`.4:'.'. .-tt%il .rl.i:7,-- : ' 'd i III C''•-='. i-': .., THIS DOCUMENT,AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,ARE THE SOLE PROPERTY OF OAK WELLS AQUATICS AND ARE NOT TO BE ALTERED,REPRODUCED OR USED,IN WHOLE OR IN PART,FOR ANY OTHER PROJECT WITHOUT THE EXPRESSED WRITTEN AUTHORIZATION OF OAK WELLS AQUATICS •-- -- -- 44'8" Equipment Symbols NOTE POOL SerenerH/O Responsibility: 'Remove Fence( Envelope: 30'x 14' Post&Panel)For 10 10" Access to Back Yard perimeter: 104' Deck I kdet t 'Remove And Trim Area: 468 ft' Bench I Holly Trss Depth: 3'to 5' .to• 30' - 0e 'Fane Change for pQrII e,- T Volume: 9,818 gallons .. Safety I'BWL I Bubbler • legation: Remove&Repair Interior Finish: Cove Teal ,3 ----- -- 13'10" - teenier(Holder o Access: Left Side/left side of palm tree Tile Line: +6"104' 13 ti ti E --3 /right side of holly tree Tile Material: MCY-37-5004/TRD MD Pot —� Tortoise/Trident-NPT " .io• Grout: 114 Charcoal Black 40Other: Remove existing pavers by H/O a 41 ' �0e1d 0 Termite Company: Bugout I 15'BWL I Safety: Fence&Alarm Coping Interior: 104' kdlaor Hedy 1 Coping Material: Travertine-Talva Gray Dirt from Pool: Off site 1 Nkhdeee Light r_ T.O.B: 5.5"Below top of Brick 0 Back Steps/Bench/Shelf: Steps ixShelf e• /e• • 'e' Door. lxBench Subject to Change a� Deck ! �\ (Elevation of Back Yard) I 1 o z. o • $' ' AatoRl • EQUIPMENT . POOL IPMENT ; u s. 9,10„ I — -- zr s" -- 1 1 -- -14'9" -r; SPA Side Remote * Pump: Jandy,VS 1.65 FLO PRO i.- 7 B"— - I _ ** Fitter: Jandy,CS150-150 ft' _ Waterlog1-Spllloeoy Auto Cleaner: 104' --- Deck Drain - ` Pool Light: LED-Nicheless Color •-4 I 12'9'• -_-.--- ------ 9'6"--_ __-_._.: Deck Jet V DECK Sanitizer: Inline Tablet Rainbow Pool Heater: N/A Top of Beam ® Perimeter: 161' House J Area: 563 ftUmbrella: Holder at center of Shelf area i I Ocoee Area 3111W.. Height: +5.5'Mark Bubbler 2 x at shelf area I Deck I Surface Material: Pavers,Color/Glacier- Drian: 2 x MD Pot ei Byrrremron- Return: 2'-3 inlet a `r., i Pattern/Mega Old Skimmer: Wall skimmer Town I Cleaner: 2"Pressure side-Stub Out I Equipment I Branch: 3" +5.5" Mark-- +5.5" Mark Trunk: 2.5" i II' 12'9• Fitting Color: White Deck Drian: Light Gray / f TJb"B"- Equipment Area: 50 ft away on left side a( ) Plant I ED� °: Planters House House I I Sole:3/16"=1 ft Project Name: Kelly Segars Scale: 3/16"=1 ft Pool Depth Profile I have reviewed and I give my Cha k Wei 1 S Client Name: The Segars Family _._ Contract Date: 11/19/19 approval to proceed with Email: k.segars0604(0)gmail.com Design Date: 11/19/19 ith the construction of this Client Phone: 904-704-0604 Drawn By: Kia Badei "' Address: 1742 Sea Oats Dr Drawn Date: 12/03/19 na. project. AQUATICS City: Atlantic Beach Revised By: sitState/Province: Fl Revised Date: sit Zip/Postal Code: 32233 Revisions: R-0 X .1AX.F'1.-:12.216 (00-1H519-32141 Designer Name: Russ Bourque Printed Date: 12/03/19 „2 on, v 1.1('ENSE-('1'("1458530 Sales Person: Russ Bourque Sheets: 2 • - - Retaining guards shall not have openings from the walking surface to the required guard height which would allow pasage of a sphere 4 inches in diameter.Guards(handrail)on the open side of stairs shall not have openings that allow passage of a sphere 4 3/8 inches in diameter.Triangular openings formed by the riser,tread,and bottom rail shall not allow passage of a sphere 6 inches.(RBC-Residential R312.1.3) _ r Lf IS ) BR/CN P\VER POOL DECO ALUMINIUM SCREEN UPRIGHT I 1 CD NA BAR CONTINUOUS r - ii 1' NUB SET ... .. .y. I 0 I =EAR AT IT ON CENTER i - I _1'.._._.._ -- __ jimmOf EAR AT 40 ON CENTER as OJ LU -- ..'...WITH CELL FILLED WITH CONCRETE m O kl ,,,,, I = el � �} a ._ INCH DRAIN i 3 POOLINELL L'• 4'POOL DEG( • ni.141�12'ON t;r4irH --•..-_Am BTMOAN0•IMO A - -._ 1 �� FLEvATKM I• I Al i :k• NORMAL POOL as CONSTRUCT ASAVCR'S:NLv „ 7.. 1 •.I .. GRADS BEAM _. - __. • NBA AT 1r ON CENTER `' 1 -•---1-___•......s 7. a 36"TURNDOWN . 1 `-ris. I WNL ROOD PSI PUMP MIK CONCRETE BLOCK WALL DETAIL WNL 3000 PSI PUFF NIS CONCRETE RETAINING WALL BUILT INTO POOL SHELL DETAIL - r ALUMINIUM SCREEN UPRIGHT I 7I 45 BAR CONTINUOUS t r _IT .... .. 7I Ltr.y + _ I POOL DOCK S T I` �1 I f ROSIN WA'TRI Wr I' ' • .. _ IN AT IT ON UTTEr I f +5_ -III - `1 1 b I e' O t t a D ` BASIN WATERLINE N....L GRADE ...._. .,... LEVEL HEIGHT Rt POOL AS fAcal REBu1REO V By roe I Ht I 51rE 1 coED u. o Q C., y4 C i INFINITY t I In V _ SPLLLOVER Yr EOM AT 40 ON CENTER __ _. -..I a CATCH BASIN (� rATNCELL Fula VIITHCCWCRETE IT_..� SI BM AT 1r ON CENTER is I ! i_. (6 C.3 giC s + T. o om& . 'P r m " mg, F'" '. �- awoMorwo I • 4'POOL DECK + �: _ ._ b� 1] r^^LLL-��1J.,, L.. I>.P rMC`." ...i nEVAl10N 'I. 4. n I .. ` r .rl Z. ` .�:'I Li 4 1.'r.T..E010,BYNIDTN 7�r* Lli m W O . i Dn —_ ;- T BASIN SIDE ELEVATION _j L a? `� �e"RAT1r0N 6 FT RETAINING WALL NOTTDseNE 0 0 .0 o/14 ,..,`n O L WNL 30E9 PSI PRIMP MIS CONCRETE CO N BLOCK WALL DETAIL PNEUMATICALLY ArPUED WALL DUUO PSI PUMP Mix CONCRETEO CO U J co co R"F Document live loads for the hollowing.a(Blaconies(exterior)and decks:40psf,b)Guards and handrails:200 psf,c)Guard in-fill components:50psf.FBC-Residentlal R301,Table R301.5 11 CO -O Guards shall be located along open-sided waling surfaces,including stairs,ramps,and landings that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side.Guards shall be not less than 36 inches in height. Insect screening shall not be considered as a guard.(FBC-Residential R312) 1,, ;,s. ,.,' I FT IN 1 In TO 0 FTC 10 BARTORtS LONG S.rrep ALL sumo . nRBAR CCM. ma MBAR CONT. 4.DECK BIFi TOBESRLCN6 "_" i.'- i /tl _.._ ',ERMINE 90000®N° I- _ OR THE FILL ORI VML O _ r- ,., HI r 6r,lJFTg AND COMPACTED NITN S-fi'MIN DIafANCE LESSTINN 10f11 iJ L I/:, `� !� A JMPNt'RAO(CCAWICTC11 _+..- 1' - ,..„Er T IN a THE POOL CONTRACTOR 0.. EPER SHALL PLACE All STEEL IN THE FOOL WALL AT NO �mr Th MORETHAN rd1 CENTER r IN ROM DIRECTIONS IN • FLAT SLOPE NO FOOTING MOTERATE SLOPE FOOTING STEEP SLOPE FOOTING AREAS*HIE 1NEANGLE ' TURN DOWN FOOTER DETAIL TYPE 1 TYPE 2 TYPE 2 OF REPOSE IN ENCROACHED ON OP THE FOOL HELL ENCROACHES INTO THE 1 4 TOI AREA $ SLAE-FOOTiNG DETAILS — J 250S INN SMN1TE MAY BE BUBETI)TED FOR . g.. yM FH CONCRETE USE{%110110 was OR FISH MESH CURE FORME VIPER 114801101 1T/N CENTER BEFOREPISTALLPET ANCHORS ,ueA t F.t, Or2-#3 Bar at RHRICK PAVER 1CONTMuRdls on center STRINGER TOSE gpPOETED°Y './+oIiI.monCLEARN TO SUITAHE ANCHOR . ` GENES Riot AS T%A-ATTA0IE MTH ANCHOR NALLs oR TAPCONa T WICRETE PAVER DECK EXISTING STRUCTURE DOOM STRUCTURE OR RS room a� � I r x r STRINGERS K BIW AT IT CNCFRiER I I I i FLAOECAINGERS 1-n BAR yFRT1ViLY CENIEI IN ALLAREAS NI)rat CENTER I M/1 or(2)#3 Bar at ..1` :, ■ STEEL FOi1 W/ �5 1� • ' s �. _12'oncenter STRUCTURAL STEEL IN PLACE I _ I-4BAR13 l '• • � 1T 4 TOSOAEP0IDENTLr7.....iii O06TWa SR11C1LNOE `�SUPPORTED AWAY ROOM1 •r .`84" t MM PHCCNGOEIEWI]-nRERARs HICRMOIRVQu" RIBBON FOOTING SE CCNSI BELE WaL 4 `PAVER DECK TURNDOWN DETAIL eE Da BnI DTED AT rWI PAVER DECK m CENTE.BTH WAY AT Q;2 FT RETAINING WALL TCR HCKNEEASCTHWAsAT \vim\).-_—. AREAS TRAIE STENO M° VRETAtNNO WKL J000 PSI11%CONCRETE iNE/MOLE OF REPOSENF pFE1N1Ai1CALLY APRJEA FLAOO)SCEET1II0 CHEQUIVALENT E LDINOQSINKER WYBE fxSVENwiERAL TO RESTRAIN SIDEaIN/o GROUND MIN 0 OROFEXR%AV TIO ESW BAN AT 1T ON CENTER OTHERWISE SUPPORTED CrPREVENT FROM KICKING Ai affBACRFAL BENMIO SHORING TO PREVENT LNIOERMIYNG OF IABAR AT.1TON r 2-# EXISTING STRUCTURE t r Or 2-R bar at W 12'Ofl center - PRONOE WEEP HOLES AS I APPRORSATE O( h I t�1'A} BJ W I ' • SHORING DETAIL CONTRACTORSHOULD ARFlAPT to /'L�� r CONSfRIILT ROUGH SHELL AS Al THREAT WHERE E)OSERNI TNG FOUNDATION �� . _ 16 THREATENED UtDERMNMO DUE TO pyLO.THERE BY AS INO SUBSTITUTE `� PU — f . . ADVERSE C0101Ions Al THE TIE OF FOR RAPICEY BACMFKLWG () A MANTON SHORING MAY BE RECURRED EXCAVATION TOPREVEN1 UHOERENNMO OF ADJACENT U a M BAR AT IT CN CENTER M BAR AT IT ON CENTER STRUCT O N _ ( —1-- !Or 2-#3 Bar at PAVER DECK r E nsrl I 0 F Ip <T • .-.. -• . rl " .► 12"on center _wwE R•INEs '� ..aAarlO .+ x ?4 W Go ;� tyN 4 a- 3, i 3 FT RETAINING WALL . '' • + J m /,.) err a 4 FT RETAINING WALL o Z 0 p W PRETAINING IIEOMAITCAUL 3000 PLIEDAe%CONCRIETF. RETANINOWALL HOMED Psi MIX CONOETE 014 1470 PM�4EDCWOIE?6 / INEUWTCALLY APPLED pNEUM.ATIG1lLY ARMED TO LOON YOPOB Q D O W PAVER DECK o��pOIpp U lJL�O11.11 ill 0 /1 1, FROM POOL OF APPARATUS In POOL BONDING NOTES: 1.EOUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A COPPER 8.COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA \\ BOn010 CONDUGICO 1 1 CONDUCTOR;MINIMUM/18 AWG BARE SOLID COPPER CONDUCTOR WHICH REBAR AS SHOW 4 LOCATIONS,MINIMUM AT EACH SEPARATE BODY OF WATER, '\ O FOLLOWS THE CONTOUR OF THE PERIMETER SURFACES OF THE POOL FROM 18" USING AS#8 AWG BARE SOLID COPPER CONDUCTOR FOR NON-CONDUCTIVE `1[I",rrT! TO 24"FROM THE INSIDE WALLS OF THE POOL AND WHICH IS SECURED WITHIN POOL SHELLS,BONDING AT 4 POINTS SHALL NOT BE REQUIRED. (V'�R It VI[�( OR UNDER THE PERIMETER SURFACE 4'TO B"BELO SUBGRADE.THE PERIMETER 9.COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT V • BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHELL AT A MINIMUM GROUND OF THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS �I-([' S OS 4 POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL REQUIRED BY NEC 680.25(VERIFY LOCATIONS)USING#8 AWG BARE SOLID COCl 2.ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED COPPER WIRE. d MEANS PER NEC 250.8.BONDING CABLES UNDER SLAB SHALL BE PLACED AT 10.COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC THE BOTTOM OF EXCAVATION. COMPONENTS OF THE POOL AND SPA AND THE METAL STRUCTURES, TT 3.WHEN REBAR IS UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND INCLUDING.BUT NOT LIMITED TO ALL HANDRAILS,DIVING BOARDS AND LADDER FOOTERS ADJACENT TO THE POOL(WITHIN 5 FT),THIS REBAR SHALL BE GRABRAILS IN THE POOL AND SPA ANO INCLUDE ALL METAL WIRING AND ALL BONDED USING#8 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS FIXED METAL PARTS ARE WITHIN 5 FT HORIZONTALLY OF THE INSIDE WALL OF PER NEC 250.8 TO THE BONDING CONDUCTOR. THE POOL(SPA)AND 12 FT VERTICALLY ABOVE THE MAXIMUM WATER LEVEL OF 4THE POOL USING#B AWG BARE COPPER WIRE. LOCATION OCOPPERBONDING Y.BONDINGRAJUMPERS,AND 4.1 CONNECTIONS SHOW ARE DIAGRAMMATIC ONLY.CONTRACTOR SHALL FIELD 11.ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA ROUTE TO DETERMINE EXACT LOCATION.BONDING CONDUCTOR SHALL REBAR PER NEC BSO.THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO �[[II([[4 I THE REBAR AT BOTH THE POOL AND THE SPA,PER NOTE 8,ABOVE,WHICH jD, CONFORM-TO THE RADIUSSE OF THE POOL WHILE MAINTAINING SMOOTH RADIAL SHALL IN TURN,PROVIDE SONDING OF THE LUMINARE NICHES. `I'ID,[ CURVES-N EO SHALL BE PERMITTED. 12.ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE ,4i 5 RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS. BONDING OF THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER OF ,[I[1 8.IF REQUIRED ALL AROUND ROD SHALL BE n"COPPER CLAD STEEL.8'LONG MID DRIVEN TO A DEPTH OF 28'BELOW FINISHED GRADE,MINIMUM,AND THESE AREAS. uO(It; _ 10TE 1 WHERE USED SHALL BE BONDED USING#8 AWG BARE SOLID COPPER -I tP�a( `�II. CONDUCTOR BY LISTED MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR. I/ fir � ].SPECIAL CASES MAY INCLUDE,BUT ARE NOT LIMITED TO,VANISHING EDGE IAINAAER G DIAMETER II POOLS.POOLS WITH PERIMETER OF VARYING(VERTICAL)GRADES.DIMINISHED COPPER GRouNO RGG _ ply p q y PERIMETER SURFACES LIKE EDGE PLANTERS.STPOIRETAIMNG WALLS,AND DRIVEN UNTIL MAXIMUM --'-"" - ZERO-LOT LINES IN THESE CASES,THE BONDING CONDUCTOR SHALL BE RESISTANCE VALUE OE 25 •-1 8D cTy INSTALLED IN ACCORDANCE WITH NEC 880.28.NOTE 1(ABOVE),AND NOTE 1 OHMS IS READIED IIF DIRECTION FROM THE AUTHORITY HAVING JURISDICTION(AHJ).THE USED) \ • NOTE N ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF I THE BONDING WITH THE AMJ IN THE DETERMINATION OF ITS APPLICATION OF THE NEC. 0 0 TYPICAL BONDING TYPES -1 !!.9. AND 3 eji NOT TO SCALE ..�•.\ 1. NOTES: t.SPLLICES IOR MECHANICAL)SHALL BE PERFORMED N .. �� . ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS O 1 NOR4,- �( TIROL _ _ _ U \ /` MONO RAPER • NOTE# LL Tvicek• BOTS IB ER LADDER.HANDRAIL. Q "DM, 10 1 RIIP MOTOR dRrNG WAND.[TIC -.. - TYPIC/1 ET�YP CAL ,TE 8 TRANSFORMER s ( BOND JUMPER �I.1 • ■IMMgPOOL � UCn •0 Q LNOFE T FIXTURE _ NOTE 1,A,5 AND S11111111111 ^ I IIF USEDI BOX N 01 111. __. -. - 7 b IPLLN I a7 CbC = rN._. C- I • —...—I i POOL LIGHT NICHE > U = �.L.I 71i STEOR TAPING SYSTEM TO 0 )\� �■ AbF ■ CONTROL PANEL(S y po TYPICAL POOL BONDING PLAN a(16 V] It�l POOL NFA --- U N w . ^TOWNIE °- NOT V O BONDING LEGEND STEEL MEA7FRe — -Ae BOND CONNECTION.PER NEC 280.8 ` Q �/ X p PARALLEL TAP CONNECTION.PER NEC 250.8 W J I✓ ■+■L R+� —UNDERGROUND BODING GONOUGTOR,lb AWG IMININUMI O m - /� O `� TYPICAL POOL BONDING SCHEMATIC < .4 tarZ NOT TO SCALE SDIEMAI ICNO1E 5. O ) C y I.THE FOUPAAIEMTAL BONDING r0 ALL CONDUCTIVE POOL SHELLS PERII.ETER SURrAGES METALLIC COMPONENTS. UNDERWATER LIGHTING.METAL FITTINGS.ELECTRICAL EQUIPMENT AND METAL NVREWAYSICONDUITS SHALL Be IN O CO __Ne ACCORDANCE WITH NEC 800.26 OR A5 ACCEPTED BY THE AUTHORITY HAVNG JURISDICTION 16011 fil _J ID CO I to „± .r O THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES THE RETURN LINE DIAMETER DOWN FROM THE TOP OF THE MAIN DRAIN GRATE TO THE TOP OF THE MAIN DRAIN PIPE,IF THE PIPE O II I COMES IN VERTICAL TO THE MAIN DRAIN BOX. IF THE MAIN DRAIN PIPE COMES INTO THE MAIN DRAIN N N MAIN DRAINS MEET THE VIRGINIA GRAEME BOX HORIZONTALLY.THE COVER FROM THE TOP OF THE -BARER P001.ANO SPA SAFETY ACT GRATE TO THE TOP OF THE MAIN DRAIN PIPE NEEDS TO N O I SECOND LAIN ORAN MAYBE ON SIDE WALL) BE 1,5 TIMES THE DIA,OF THE MAIN DRAIN PIPE. d r,Lul440TIdiAMP 1-t TIME THE DIA 1-j TpET1E.0A --._�-__—-- i it � I ^'71I NMN DRAINIBUCR015 R �IIWN ORAIII T -CIprlATpl 1 \ Ly mayI. ,- __r__■cs___• bl ' , UNDERWATER TIGHT . ..- - Ir I I in MAIN GRAIN POOL FLIER } ;; I L r , B�LNVSETLEOITONALL LI NETUa" - ; THE FDGF OF STEP I 11 5 1 Y 1 IL i___JL JII I ACRLYIC FINISH _\ •' 1 ]-%0 RE9M CONTINUOUS } TYPICAL SPA POOL - 2 MAIN DRAINS ON FLOOR — — — AA I • CAP TILE BRICK/OR CANDLE VERI • .. V IYITH WATERLINE TILE • t STEEL REINFORCED I ' U CONCRETE .1_ m 'OUMT]FBBBN I 2 1 d FIBERMIBERMI%1000 PBI ILONCREDF«lYI DECK AND TILE DETAIL a UL APPROVED B'XB' WATER IJ! UNDERWATER LIGHT 1.7-AAMIc TILE - LOW PRORLE / 40 I- JUNCTION BOX W was ._.MYL__-'I INIMIIIMMENEMOMEIMMEIMOIMOMM• III®®IIIII�MM��III�I. EXTRA D]BMLS in , �0 7 M7 V. .r 1� Q•. r cd+llnuous a ��/ /— COMPACTED SOIL UNDER I I !1 N V at `y (� CONCRETE DECK J m d ( ] ♦ LL IMAW ORNN .ED IIIII.. SUCTION LINE — 1.Er-- VERTICAL R ,zoc p=� F•`•``' SNI. c A]F oA:o HOR¢aNTM (TNT) r. 0 "C.Ip C L ti=t !" 4 Nd MAN ORANWI RELIEF T HYDROSTATIC POOL SHELL 11100 PSI CONCRETE HronC RFIIFF VALVE If IF REO'D PNEUMATICALLY APPLIED CD B'IN COVES ANDL WALLSRS IO X J �"' Q RO(%BEO IT IN COVES AND FLOORS(PM) LJJ m LI 1.--, Cr: imia 250D ILlS GUNITE WAV BE SUFISM-RED FOR CO-C 2— '� C � SECTION U 150D MIN.GULRE IE 0 B) C o- Idnil -- LO m 0 op 1'• O U illav O cD to — Ll co "1 Fr a u"" - In 0 THEMAINDRAIN INVERTOP OF THE BE 1,5 TIMES THE 1-)7�'NIE OIL 1-(TWE THEDIA DIAMETER DOWN FROM THE TOP IC L T MAINTE DRAIN GENERAL NOTES: PIPE,IF THE PIPE COMES IN VERTICAL TO THE MAIN DRAIN 1.THE POOL PLAN,SIZE DECK AND SPECIAL DETAILS-SEE O BOX. CONTRACTORS POOL PLAN IF THE MAIN DRAIN PIPE COMES INTO THE MAIN DRAIN ORAE 7 2.THE POOL AREA SHALL BE FENCED OR SCREENED PER BOX E TO THE TOP OF THE COVER FROM THE TOP OF THE COUNTRY/CITY ORDINANCE.GATES SHALL BE SELF N r GRATE TO TOP OF MAIN DRAIN PIPE NEEDS TO 1u- BE 1,5 TIMES THE DIAMETER OF THE MAIN DRAIN PIPE. MAN owl LATCHING AND SELF-CLOSING AND CONSTRUCTION MUST U) O ADHERE TO FLORIDA RESIDENTIAL CODE SECTION 03 RECRQAATioN PI-ldP 84501.17.1.19(2)REGARDING BARRIER REQUIREMENTS. CL 3.POOL WALLS SHALL BE 5°THICK AND FLOORS SHALL BE �` ._._ 6`THICK AND SHALL BE PNEUMATICALLY APPLIED : -.--- - -- CONCRETE DECK SHALL BE 2500 PSI.CONCRETE TIAFN DARN UKIXIN (• UNDERWATER LIGHT •: CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. 11 `4 D1LDI�NTOR �# .. k� 4.ALL POOL CONSTRUCTION SHALL COMPLY WITH FBC c II r MAIN DRAINS MEET THE VIRGINIA GRAEME RETURN INLET BUILDING 20 T,6TH EDITION AND FBC RESIDENTIAL 2017. O �IN ,TT I� • BAKER POOL AND SPA SAFELY ACT `V I zli 6TH EDITION AND ANSI/NSPI NATIONAL STANDARDS-5 FOR \V\ gRER BUCTIDR II 11 II II / I, �� RESIDENTIAL IN-GROUND SWIMMING POOLS ANS APSP 7 PDOL FILTER (,) II A � / 5)1 1 AMERICAN STANDARD-3 FOR PERMANENTLY INSTALLED il it / .'41 RESIDENTIAL SPAS,ANSI/NSP-7 AMERICAN NATIONAL ,��...,VJJJ �I I: $-----4-_ 0 ii J v ((] . STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN V A _ A "' It SWIMMING POOLS,WADING POOLS,SPAS,HOT TUBS,AND Gv/° U g CATCH BASINS AND LATEST ADOPTED NATIONAL it_FIETVIN IIET ' FQML@RLNE ,� .. 11 �I " ELECTRIC CODE(NEC) w' II i II 5.QUANTITIES OF UNDERWATER LIGHTS,SKIMMERS, 1V Li IETURN it gyp R WALL INLETS.ETC MAY VARY.HOWEVER,THERE SHALL ------ I r BEAT LEAST(1)SKIMMER PER 800.50.FT.OF POOL T, ^'�:' SURFACE AND(2)WALL RETURN INLETS I I� / ._. _ $ 6.PLACEMENT OF THE POOL EQUIPMENT SHALL COMPLY 1 __... _ ._._._.__ II WITH LOCAL CODES AND NEIGHBORHOOD RESTRICTIONS. - - - 7.EXISTING EL.RECEPTACLES WITH IN 1C OF POOL EDGE �.— AI. "�CJ9IMBCTAE SHALL BE CAPPED PER NEC 680-22 A MINIMUM OF(1) �L_____--- �J ; PTACLALL BE INSTALLED IN COMPLIANCE WITH T NEC6110-22(3). TYPICAL SWIMMING POOL . 8.SWIM-OUTS OR LADDERS ARE REQUIRED ON RESIDENTIAL POOLS. /Mi.= 9.ALL GLASS WINDOWS OR DOORS WITHIN 5'OF WATER EDGE MUST COMPLY WITH R30B.4 FOR SAFETY GLAZING. _..._ 10.ALL REINFORCING STEEL TO CONFORM TO ASTM 615, I GRADE 40.REINFORCING SHALL BE#3 BARS X12"O.G. I E.W.,WITH 15'LAP JOINTS WALLS AND FLOORS UP TOB', _ a OVER 8',USE#38M5)6°O.C.E.W. FA IF3.F. - ` • 11.WHEN ANY PORTION OF THE POOL SHELL FALLS ' WITHIN THE ANGLE OF REPOSE OF ADJACENT 0 -� STRUCTURES AS DETERMINED BY THE 1 ON 1 PLUS 1 METHOD.THE STEEL REINFORCING SHALL BE INCREASED N TO 6'O.C.E.W. 12ALL POOL PIPING TO BE SCHEDULE 40 PVC,BEARING VARIES THE MARK OF NFS APPROVAL(UNLESS OTHERWISE CL y. _ _.. _....._.. .__.._ ? NOTED). Q -"" - 13.MAIN SUCTION LINE IS DESIGNED TO MET IOW PROT•AE .. 40'__ 1'•8' rl ICE 7xq PSI(MN) REQUIREMENTS OF THE ANSI/APSP-7 2006 FOR ARRAIGN BO% . +- MIN SWIM (C01CREIFSUBWTTN WW RI ANTI-ENTRAPMENT.MAXIMUM VELOCITY IN SUCTION -� �OUT E•>c E- .._._. _.._.. ti TH I q+w'vERcc. INTERCONNECT LINES SHALL BE 6 FPS,MAXIMUM r,EPAAK ILLE 'VERTICAL MCNORIZONTK(fYP) a' /feeniVELOCITY IN SUCTION TRUNK LINES BE B FPS.MAXIMUM y w VELOCITY IN RETURN PRESSURE LINE SHALL BE 1O FPS AS .0 OC F in IE WATER URE \ t PERONTRACTOOR HA. N l0 : .') t 1 ...-I ): r ; . 14.CONTRACTOR SHALL PROVIDE ADEQUATE co IIMI EA . TEMPORARY FENCING MOUND THE CONSTRUCTION CT LI) u.a - k. - , AREA PREVENT UNAUTHORIZED ENTRY INTO THE POOL < G V s4- 0 I i1� I . I' COMP TEC SOK VNOf5 AREA N L. + 9'f '•/ 15 THIS POOL WILL BE EQUIPPED WITH MECHANICAL m U Z. ''i-.} -F- cal re ocucI. • } 1 _ U EQUIPMENT • INCLUDING FILTER,PUMP,PIPWG VALVES AND CL .�y44 m e`OVAaT2 PROM COMPONENT PARTS IN ACCORDANCE WITH FBC 424.2.6 U 1/Id UL APPROVED _ . 9 I PROVIDED BY PENTAIR,HAYWMD OR EQUIVALENT. DJ J ��y.�•fq uNDERWATEIi IJdIT ^ 16.ALL METALLIC POOL FITTINGS WITHIN 5'OF THE INSIDE (] f��I. �,' } V>t Rdn YJ BARS 170.G WALL ANO DECK REINFORCING STEEL TO BE BONDED TO 1�.. PRPt EACH WAY ERASE 401 THE POOL REINFORCING STEEL W/#8 AWG COPPER WIRE. OT ` MAIN DRAIN RELIEF PLUG OR r THE R8 WIRE IS TO BE RUN INTERNALLY AND EXTERNALLY -0 OD LI :..N aa 'tt — HYDROSTATIC RELIEF VALVE IF REED WITH THE NEC APPROVED PVC LIGHT CONDUIT FROM THE N X LIGHT NICHE TO THE > N JUNCTION BOX. 0/3 WI 17.BOND ALL SHEATHED CABLES.RACEWAYS,METAL, U-0 M r__ A= L/ (Z) ROCKBED PIPINGS AND ALL FIXED METAL PART NOT SEPARATED BY X > _J (ti^j Z L / A PERMANENT BARRIER.IF WITHIN 5'HORIZONTALLY FROM W CO U_ 4.Z..r Qf [�"' / '..� �� PNEUMATIC LLYDPSICONCRETE �,. F IN PNEUMATICALLYAPPLIED(ED WATER AND E TIAL OALLNOFMAX WATERINSTALLED '" 0) I- ` CC 6 M VERTICAL WALLS(TVP) 70.EQDI-POTENTIAL BONDING SHALL BE INSTALLED PER � U ! 1� DEEP ENO FLOOR AND WALL REINFORCEMENT TO SLOPE BREAK 6IN COVES AND RACERS CM) 2014 NEC PER FBC R4501. J CS 0 Y3 BARO!'ON CENTER EACH WAY<&a DEEP CO 0 ""t FA cd #.3 BAR 5 WON CENTER.EACH WAY a Ur DEEP ANO OVER 2500 MIN MANE WAY BE SUBSTITUTED FOR -IL9 S CO 0 IA J000 PBI CONCRETE SWIMMING POOL SECTION • ANSI/APSP-7, 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate Minimum Flow Rate Required: 35gpm per skimmer (required: 1 skimmer per 800 sq ft of surf. area) 1. Calculate Pool Volume X X 7.48 (gal./cubic foot) = 9818 (Surface Area) (Avg Depth) (Volume in Gallons) 2. Determine preferred Turnover Time in Hours: 6 X 60 (min / hour) = 360 (Hours) (Turnover in min) 3. Determine Max Flow Rate 9818 / 360 = 27.3 + = 27.3 (Volume in Gallons) (Turnover in Min) (Pool Flow Rate) .FFRate System.Flow.Rate 4. Spa Jets: X GPM per jet= flow rate (No of Jets) (Jet Flow) (Total Jet Flow Rate) (For Single Pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool &Spa) Determine Pipe Sizes: Branch Piping to be 3 inch to keep velocity @ 6 fps max. at 136 gpm Maximum System Flow Rate Suction Piping to be 2.5 inch to keep velocity @ 8 fps max. at 117 gpm Maximum System Flow Rate Return Piping to be 2 inch to keep velocity @ 8 fps max. at 117 gpm Maximum System Flow Rate Determine Simplified TDH: I. Distance from pool,to pump in Ft: 40 2. Friction loss (in suction pipe) in 2.5 inch pipe per I ft. @ 117 gpm = •09 (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in 2 inch pipe per 1 t. @ 117 gpm= •10 (from pipe flow/friction loss chart) 4. 50 X .09 = 4.5 (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) 5. 60 X .10 = 6 (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) Flow and Friction Loss Per Foot 10.5 (Schedule 40 pvc Pipe) TDH in Piping Filter loss in TDH (from filter data sheet) 1 Velocity-Feet Per Second Pipe Size 6FPS 8FPS 10 FPS Heater loss in TDH (from heater data sheet) 37gpm I 0.08' 50 gpm I .14' 62gpm I .21' Total all other loss — I 2" 62gpm I 0.06' 82 gpm I .10" 103 gpm I .16' Total Dynamic Head (TDH 11.5 I 2.5" 88 gpm 0.05' 117 gpm I .08' 148 gpm I .13' I 3" 136 gpm I 0.04' 181 gpm I .07' 227 gpm I .10' Selected Pump and Main Drain Cover: Pump selection Jandy 1.65hp VSP using pump curve for TDH &System Flow Rate (Pump model and size in HP) Main Drain Cover Hayward Sp1154 (System Flow Rate must not exceed approved cover flow rates) (Pump model and size in HP) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required In-floor Suction Outlets: (Check all that apply) • O — 3' 2 suction outlets @ 125 gpm max. flow (see note 2) O O O O suction outlets @ gpm max. flow (see note 3) D l I channel drain @ gpm w/ ports (s- ote 4) /' a TDH Calculation Options ANSI/APSP/ICC Worksheet (For each Pump) Swimming Pool Energy Efficiency Compliance Information Check one Note:These Requirements Apply ONLY to the Filtration Pump Simplified Total Dynamic Head (STDH) Maximum Filtration Flow Rate Calcutlations Complete STDH Worksheet—Fill in all blanks Pool Water Voume 9818 _360= 27.3 gpm=filtration flow rate Total Dynamic Head (TDH) Complete Program or other talcs. Fill in Is there an Auxiliary load on the filtration pump?YeJNO ✓� required blanks on worksheet&attach If so,what is the auxiliary flow rate gpm calculations Maximum Flow Rate 27.3 gpm(maximum auxiliary pool loads or Maximum Flow Capacity the filtration flow rate,whichever is greater. of the new or replacement pump Notes: The pool filtration flow rate shall not be greater than the rate needed 1. If a variable speed pump is used,use the max to turn over the pool water volume in 6 hours or 36 gpm whichever is pump low in calculations greater. This means that for pools of less than 13000 gallons,the 2. For side wall drains,use appropriate side wall um shall be sized to have aflow rate of36 drain flow as published by manufacturer pump gpm or less. 3. Insert manufacturer's name and approved Suction Pipe size @ 6 fps 2.5 inch maximum flow Return Pipe size @ 8 FPS 2 inch 4. See installation instructions for number of ports to be used Filter Factors:(Cartridge .375)or(D.E 2)or(Sand 15) 5. In-Floor suction outlet cover/grate must 27.3 _ 375 = 72 conform to most recent edition of ASME/ANSI (flow rate) (filter factor) (minimum filter size) A112.19.8 and be embossed with that edition Filter Make/Size Jandy 150C approval 6. Pump,Filter and Heater make and model Backwash valve?Yes ,No 111 (if yes,must be 2 inch min) cannot change,and equipment location cannot Pump Selection from APSP database on Curve A(less than 17000 be move closer the pool without submitting a gallons)or C(greater than 17000 gallons)(circle one) revised plan and TDH calculation worksheet for annroval Model Jandy 1.65hp VSP Flow Rate(low speed) gpm @ rpm Velocity-Feet Per Second Flow Rate(high speed) ¢pm @ rpm(not required Pipe Size 6 FPS 8 FPS 10 FPS if no auxiliary load on filtration pump 1.5" 37 gpm 0.08' 50 gpm .14' 62 gpm .21' Pump Controls 2" 62 gpm 0.06' 82 gpm .10" 103 gpm .16' 2.5" 88 gpm 0.05' 117 gpm .08' 148 gpm .13' Standard time clock/2 speed time clock nor other 3" 136 gpm 0.04' 181 gpm .07' 227 gpm .10' 4" 234 gpm 0.03' 313 gpm .05' 392 gpm .07' Heater Model 6" 534 gpm 0.02' 712 gpm .03' I Notes: 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. a p Date Swimming Pool Specifications for: Owner: Segars Contractors Signature Address 1742 Sea Oats Dr Ryan Wells City,State,Zip Atlantic Beach Print Name CPC1458530 Certification Number 904-716-5254 Telephone Number • — cn -U WP A WW W W W N 0N N N N A WN N N O CO CO V A (P A co N -. OCD al J 0 N A W N - 0 * * * Z ^ U J CO J J J J CA O 0) O) CP CP (7'1 (P (T A A A A W W A N COV IV(P W O co C7) coO O > O O CO O co -4 co A N O V CP j O co (A co A O re-, CP A N m (p (7) N in O) W J V A CO A CO (71 N CO O) Co J O) Co O V A Co (7i N CO CP N O 6) W — m co 00 V V J V 0) CA CP 0) (P U) V) CP A A A A W W W W N N N N -. -. CD C7) A CJ 0 co W O co O co -. co CA A N O J 01 W O co (A co -. CO O A N co V (T W O co CA co N 0 Z - I m - Cp (71 N CO O) W CO O) W O .1 A - OD CT N (b in N CO 0) W O V A •- V A --• OD CP N O O ('') CD O r -- -- --- — 1-.1 co co co -4 V V J 01 CI) C) C7) CP C11 CP A A A A W W W W N N N -` - O) CP A = 2 CO D V) co O (p C7) co -. co C7) A N O V V1 (P O (p O co -. CO A N CO V (P Q) co A 3 CD O m Z -I A -, V A -, CO (P N co CP CO O V W J A -, 00 N N CO N N CO CP co Cn U1 — co C11 CD Q O0 Z = co co co J J V V O) CAO CP CP CP CP A A A A W W (�J W N N - - O C) U) m J C7) CO3 O CO CP co -. CO CA 0) N CO J N w O 00 CP co CO (7) A N CO J w 00 O 0) . C10 c (p = Z D ^ C7) W V A CO al N 00 (7) CT CD CA W V A J A CO in N (O Cr) W V A -- a -n 11�/ (d C CD O r D CO co WV C1 W O CO V W -. CO D) A N CO J CP 1kCP CP 01 )) O CO A W A CO O) A N CO V CP O CO W - CO cc, N m 0 W (D CA W - V W O V A -+ 00 (71 N CO O) N CO CP W O V A - CO (71 - Co C7) N O W O V A N C) m0 C m -- -- ---- --- — 0 0 D m CO CO CO CO CO CO V -4 V 0) CA co co co 01 co (T (71 A A A A W W CO N.) N N N -‘ C 7 X --I D 0 N CO V U7 N co co V co CO Cn A N CO J C7) N O 00 CI) co (o Cn A N CO V N O co CT ca -. O G —-e-5 "I C N 00 Cr N CO C7) Co O V A V A - 00 (P N CO in W CO C7) W O V A -) C10 CP in C71 N in Q) Co 3 O D CO CO Cb CID CD 00 Cb V V V V CA O) O CT CP CP CP (P A A A A W co N N N -+ - Cl) • M r A N CO V CP N O (b (P W -. O m A N CO V C71 N O co C71 W W C7) A W CO N O CO (71 W --1 1-1--1 H A . CO in N CO CP N CO CA W O V A CO A - CO (P N CO C7) C.) O V C..) N V CO CP N CO co. N (p 0• O K = CO a (b a w w V V V j O Q� CP CP CP CP CP A A A W W () N N N N Z m • OT O) A N CO V (n N O (x CP W OJ A N (O V Ut N O a CP W CA (7) A N V 01 N co co (P .3... Z- N V A J A -. co CP N co O) W co W V A -, 0o CP N CO CP N c0 O) A A -. a) A Co SD O I -- -- -- ---- --- — CO CO CO CD CO CO C0 CD V V V V C7) C7) 0) CP 01 CP CP A A A A W C..) W W N N N N — 0co O A CO CO J CP N O co U) co co O) A O co V C7) NJ O 00 (71c..) -. co C7) A -. CO V N N co 00 al Z = CO CA W N V A s Co U) --. Co (P N Co Cr) W N V A J A -+ Co CP N CO CT) Co CO m W V A - O) D Tm�11 ---- ---- — r N 0CO CO CO CO CO CO CO V V J CP 0) C7) O) CP 01 CP CP A A A A CO W W Cj N N N N CO Q) A N CD J va N O ^4 U) ) - CO O) A -. CO V CST N O CO 01 C.) Oo O) A CD J CNP N O O N CD CA W CP CO V A 00 (P N in (71 N CO O) 0) V A - CO A - CO (71 N CO O) W V W Technical Specifications jandy® CS Series Filters ?>> Pro Series by ZODIAC® II r O a. 7 as ii iii.-- _ ' ' P^4 IIIIIIIuIIIII II 3t.e- L. IS ■ 184,. ; Part No. Description Size Specifications and Dimensions,CS Series Filters CS100 CS Cartridge Filter 100 Sq. Ft. Model No. CS100 CS150 CS200 CS250 Filter Area 100 ft2 150 ft2 200 ft2 250 ft2 CS150 CS Cartridge Filter 150 Sq. Ft. Design Flow Rate 1 gpmlft2 .85 gpm/ft2 .625 gpm/ft2 .5 gpm/ft2 CS200 CS Cartridge Filter 200 Sq.Ft. Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm CS250 CS Cartridge Filter 250 Sq. Ft. Six(6)Hour 36,000 45,000 gal- 45,000 45,000 gal- Capacity gallons Ions gallons Ions CS Filter Head Loss Curves Eight(8)Hour 48,000 60,000 gal- 60,000 60,000 gal- Capacity gallons Ions gallons Ions Normal Start Up 6-15 psi 6-15 psi 6-15 psi 6-15 psi 8 Pressure _ 3 Max.Working 50 psi 50 psi 50 psi 50 psi / Pressure 6 / / Design Cartridges Design Head Loss — 2 Drop (tt head) % (psi) Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs. a ,/ Height(`A') 32W 32W 421/2" 421/2" / _I — 1 2 0, 0 0 30 60 90 120 CS150 Flow Rate(gpm) — CS200 — CS250 CS100 www.ZodiacPoolSystems.com ©2011 Zodiac Pool Systems,Inc.SA6259 0611 ZODIAC®is a registered trademark of Zodiac International,S.A.S.U., used under license. F if . if Air . VS FLOPRO 1.65 HP VARIABLE-SPEED PUMP andBASE CONFIGURATIONS _ .,__ .._. 5> 1 t) 5C1 1C'1 j ------7 VSFHP270JEP Y Hayward'Super Pump? No base Pentair°SuperFlo! - 1'._.-. Fl.Opro required VSFHP270AUT y Sta-Rite•SuperMax• VARIABLE-SPEED PUMP VSFHP270JEP Y Hayward Super II-, -i Small base Jandy Pro Series Plus HP 6egt,, •NeosMe>•!!t VSFHP270AUT N &Max HP VSFHP270JEP Y Pentair '^� Small base limmoimo w/spacers Sta-Rite•Dyna-Gies VSFHP270AUT N Save up to 90% on energy costsVSFHP270JEP Y Sta-Rite Max-E-Pre Small base+ u Sta-Rite Dura-Glas? Mr MI I large base` Sta-Rite Dura-Gies IIs with the VS FloPro 1.6 5 H P VSFHP270AUT N Sta-Rite Maz-E-GLas Variable-Speed Pump2 DIMENSIONS w w• VS FloPro is designed with an innovative adjustable base, allowing for simple installation on new construction, , or quick and easy replacement of existing pumps.Well , _�,.,ra�r '� Im I c� `�.-.j ei suited for applications with 1.5" or 2" plumbing,the VS -= r �! 9i. T �,, FloPro is designed to be operated at energy-saving lower r3 I 121300 aal i.1-1------; 7s»' i speeds for maximum efficiency. ! - ` q' 111.11111.11r >> Ultra high-efficiency motor w-e1rr--.I i---tow--- Features a totally enclosed fan-cooled(TEFCI Dot Wee. FNM Edge 0111n1M 10 C•xw to Calif C6m«a NW Hole, permanent magnet brushless DC motor for cooler operation and extended motor life. SPECIFICATIONS >>On-board digital controller included' Total Two timed speeds/8 speeds total.180°rotatable Horse- aec•mmendee Carton Overall and remote mountable for easy installation. Model No. power Voltage Max Watts Pipe Size— Weight Length Reliable battery backup ensures time and + •r OM VSFHP165JEP 1.65 230VAC 1,600W 11/2-2W 46 lbs 25W settings are stored during power outages. VSFHP165AUT' 1.65 230VAC 1,600 W 1%-.21/2" 46 lbs 251/1 >> Compact VSFHP165AUT High-performance pump in an ultra-compact body. Fits easily in small equipment areas. PERFORMANCE >> Additional features VSFHP165 PERFORMANCE CURVES • Adjustable base included' ,W • 2"unions and 2" internal threads o „ • Ergonomic easy transport handle 1 e9 • High profile easy-grip handles with large capacity basket o >> Complies with Appliance Efficiency Standards oo 03450 PPM (CEC Title 20 &ANSt®/APSP-15) and qualifies for = b power rebates,where offered. 27SORPM a 30 10001P1.1 Z n p 17lORPM J ,0' 0 I— 0 10 20 30 40 50 60 70 JO 00 100 110 120 130 140 150 160 170 110 190 200 FLOW GPM 'Up to 70%quieter than traditional single-speed pumps. 'Actual savings dependent on pump horsepower,usage and energy costs. 'Does not include adjustable bases or user interface.Intended for use with AquaLink RS,AquaLink Zodiac Pool Systems,Inc. PDA,or AquaLink Z4 control systems. 2620 Commerce Way,Vista,CA 92081 `Optional:Part N R0546400 ,7,,, 1.800.822.7933 I www.ZodiacPoolSystems.com 5Always follow local building and safely codes for pipe sizing and guidelines. Zodiac Pool Systems Canada,Inc. e 02015 Zodiac Pool Systems,Inc.SL6210 Rev C 0415 NSF. 2115 South Service Road West,Unit#3,Oakville,ON L6L 5W2 ZODIAC®is a registered trademark of Zodiac International,S.A.S.U.,used under 1.888.647.4004 I www.ZodiacPoolSystems.ca license.All other trademarks used herein are the property of their respective owners. r ,,R,? R1 • 54.. rx \ R ,.....a-' is ...0 .d 6 ' HOME I CONTACT USI BUS'POOLGUARD I PRODUCT MANUALS I WARRANTY REGISTRATION _ " v WARNING Read Before 'ro_,.......... You Buy,: . . . . . . t„,,,,,,,,s,of _ _ ___ A .. . Poolguard Alarms: INGROUND POOL ALARM - MODEL PGRM-2 •Pool Alarm-Model PGRM-2 •Pool Alarm-Model PGRM-SB •Gate Alarm Door Alarms - NEIN (NSF,I"NSF Certified to ASTM F 2208-08" •Door Alarm-DAPT-2 Imo I (Sounds in 7 seconds) •Door Alarm-DAPT WT Model PGRM-2 Installation Video (Sounds immediately) _ MEFrS NE IRK �t.1 Other Information: •Contact Us ` •Buy Poolguard , •Product Manuals t �'t !:-t tia, t t c.; �r*, ir •News From Poolguard As Well As the states of CA, •Warranty Registrationi - . CT, FL,and TN •Model PGRM-2 Installation Video •Model PGRM-SB Installation Video �'� •Detects Intruders __. .:;. •Sits on Deck •Battery Powered •Low Battery Indicator i :--71 •New Sensing Technology •Easy to Use ' •Completely Portable , •Automatic Reset •Affordable Price •Important Safety Feature •In House Remote Receiver •Horns are 85 dB at 10 feet .. v, POOLGUARD/PBM INDUSTRIES, INC, has *-- been manufacturing pool alarms,door alarms, ,' . and gate alarms since 1982.All Poolguard • products are proudly Made in the USA. r 1, . F Poolguard Pool Alarms were tested and"Top ; Rated"by Good Housekeeping Magazine. -'73.;W:1774 �`,r,+ Poolguard Pool Alarms have been Tested and 4•,‘` ``_— Certified by NSF International to the ASTM Si.- Standard Safety Specification for Residential '' ` Pool Alarms,ASTM F 2208-08. w POOLGUARD IN GROUND POOL ALARM NSF CERTIFIED TO ASTM F 2208-08 NEW Weatherproof Design NEW Sensing Technology NEW Microprocessor Technology 3 Year Warranty • ISWG1o48C0C Rev I) CO HAYWARD* CERTIFICATION OF COMPLIANCE Contains: WG1o48E, WG1o48EBLK, WG1o48EGR, or WG1o48EDGR Description: 8" Round Suction Outlet Cover Ratings: floor: _Wall: 72 GPM Open Area: 8.1 Sp-//1 h e Certified to Comply witction 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act codified at i6 CFR part 1450. Initial Certification May 2011. Manufactured: After September 10, 2009, by a Division of Hayward industries, inc. at K4-A, 214028 Block K4- A, Export Processing Zone Wuxi New District Jiangsu Province PRC 214028, China; or at One Hayward industrial Drive, Clemmons, NC 27012. Certified by Hayward Pool Products, 620 Division Street, Elizabeth, NJ 07207, Phone 908-355-7995 Contact at www.haywarclnet.com Record Custodian is Customer Service at www.haywardnet.com. Hayward Pool Products P.O. Box 5100 Clemmons, NC 27012-5100, Phone: 336-712-9900 http://www.hayward-pool.cam/pdf/literature/8inroundCOC.pdf Date of Mfr:The Lot Number shown on the product label contains the Year&Month of manufacture. The first number represents the year(ex 1= 2011) and the second character the month (A=Jan, B=Feb, H=Aug, I is skipped, J=Sep, etc) Tested to: ANSI/APSP 16 (ANSI/ASME 112.19.8-2007 (addendum 9b-2oo9)) per Section 1404 of the Virginia Graeme Baker Act(VGB) Pool& Spa Safety Act.Tested by NSF International,789 Dixboro Road, Ann Arbor, Ml 48113, Phone 734-769-8010 in April 2011. Certificate at: http://info.nsf.org/Certified/Pools/Listings.asp?Companv=21600&Standard=ASME19o8 Date of Installation: Suction outlet components have a finite life,the cover/grate should be inspected frequently and replaced at least every 7 years or if found to be damaged, broken, cracked, missing, or not securely attached. Hayward Pool Products acknowledges that it is a federal crime to knowingly and willinglymake materially false, fictitious, or fraudulent statements, representations, or omissions on this certification. 6" SPACING BETW EEN MOUNTING HOLES USED ON FOLLOWING SERIES: _ ..•0•iC• 00•;• • WG1030AVPAK2 SP1030AVPAK2 •000000 WG104$AV PAK2 SP70411AV PAK2 c'• 000000 .. WG1049AVPAK2 SP1049AVPAK2 0000000 WG7051AVPAK2 SP1051AVPAK2 X73/4" -•0000••0000 • SUCTION OUTLET iIU 0000.0.0000 t).1_ WG1052AVPAU SP1052AVPAK2 410000* •0000•• WG1053AV PAK2 SP 1053AV PAK2 COVER W G1 048E • •040000L • WG1054AV PAK2 SP1034AV PA K2 000000 -NJ • 000.000 • WGl 153AV PARR SP1153AV PAK2 ':.•0•46:00. WG1154AVPAK2 SP1154AVPAK2 A Warning—Suction Entrapment Hazard. 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'CINV 38niVN!DIS 3Hi i Y"I'S'd 'IHDIWAI�� NNOG E2 0 o< 013 -mo 91 2 Vol E -� w, 'wD -1 < IVAno 2303 eLoz 'Z �J3eY13A0N (13SIA'3�J 0 3 =r r- 3 2 (D 0 ozol 9�0 8VH _0 -ON dVV4 31V2J 33NV?jnSNI (10M3 3H1 Yl m 0) (D (D - (D 3e NVO SV �13M SV (MJVZVH 000 -IJ -1VVU 6 cn 0) = 4 > 0) r) - CID x X,, ]NOZ (10019 NI S31-1 N0383H NMOHS T13A PUD *;�dr S�V03S NO Im w v— OD 0 q3e 3H1 �0J 130VIN SVM ;z :3 Ln En @ ED (D ,qZ.99N ,Vjg 3,0 dyo ON -3did 'Z H081 Z/ Lo 4YU XZ*LS L 3-I&IN) QNno.4 o * z 0 P dV' ON *3did "Z NO11 .9c , sjrI / t aNno-4 I CC! dY3 '3did 6'9 Z.6 M LID > NO 1 .Z/L UNno-4 (D o V) Ci to aYd 30018 � to "031=00Z 0), CL ZILC (D 00 CID tV N to ax Q 'o T2 % LY0 ZfL,q m 0.0, IM 01 0 0 Q, I 2 L '01 S-61 0 o "TO I 00f 3 ��-L 'ON OD . ................ 33NKIS3�1 lb 7 :;EO CID � cm: z co P U) ,6 OD 14 (D 3A {daH3AVd )OW8 4'6 GL*6 00 00 ot 6 A 2 0 Ron '3cild -n (D c: NO -81 � n LA rD N '3did 0 3 m ID I bi ?,/t aNW.4 6t,,90.99S a D. LID LJ C, z -1 (A.Yld .063C t z 0 (0-1313) X* 1C 0o c eve _31v0_ V) Lij r #dG 9 L L i0_1 Ad o eor co 3 Lo O 0 Zn 0 0 .0Z = L :31VOS *Y4n1VG 9961 *0WV'N NI 3HVM13OS S6A TIM16i DNINW8 09 H00d3 NOIS1038d V&L33dS ONisn SNOLIVA83SBO SdD AS 13S SVM WOHS 518VY4 HON3e *9 '61 CINV 2L 'LL '91 I—' "I" — "Ill r1k1W -1AI%tel City of Atlantic Beach APPLICATION NUMBER tcmry Building Department (To be igned by the Building Department) 800 Seminole Road c x5 3Atlantic Beach, Florida 32233-5445ll//LL//��Phone(904)247-5826 • Fax(904)247-5845 -7— tE-mail: building-dept@coab.us Date routed: � / Z / City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 174 2 ER C) Department review required Yes No Building Applicant:Q� { WG✓Ls C & Zoning- Tree oningTree Administrator Project: Pc _ Ef'K(io (s c—PucvClo Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. ❑Not applicable (Circle one.) Comments: Din /,„S Q” ',eVlew raVQ` UILDIN I Ol �p � r PLANNING &ZONING Reviewed by: Date: /7/2020 TREE ADMIN. Second Review: A roved as revised. enied. ❑ pp ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I /Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ��i� �ec..Se c` . Building Permit Application Cowk.w.i,.4-c 1O Updated 10/9/18 City of Atlantic Beach Building Department (tee C' ,t,c_,�R(,aS, **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 co— HIGHLIGHTED IN GRAY \-Lr it:•)'' IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: 1742 Sc"ix.. Oct•I$ 1=rt vC✓ Permit Number: POOL ZED—000'3 Legal Description 34 -9 S 04) -ZS -24E S6LvA 41.44_.-�.1A /tel Ail T g RE# /7;020 ~Cl I SL Valuation of Work(Replacement Cost) $ Al% Col-, ' r�iLK iq Heated/Cooled SF n-.Heate,d/tooled • Class of Work: ❑New ❑Addition DAlteration DRepair ❑Move ❑Demo ❑Pohl bWmdow/Door ' . • Use of existing/proposed structure(s): ❑Commercial ResidentialOFFICE COPY • If an existing structure, is a fire sprinkler system installed?: DYes No JAN 2 4 2020 yy • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ..1A/No Describe in detail the type of work to be performed: (c)N 572,,i LTi 0,.j i" LI ear,, , D:, 44„1.r,,t.“4. z:�.., 4 (',: c L. 1,3f C'efIL, ti . r ,., Florida Product Approval# for multiple products use product approval form Property Owner Information Name SEZ 6fii ,'EL-'—y Address /742 5P4- Oa/ s ./..)/2_.City 4tI, 541, State --R- Zip 37Z 3g Phone 904l -- 7 ocf— 06,0 9, E-Mail Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) Contractor Information dbli. at t w.L(,LS 4P-4- `S Name of Company 02.Dq 4.-ESS- kCA✓. Qualifying gent �y 'J AJEZ..c Address N6 >f e4 l ti / /vc( City '/.4 tC State ..-. Zip YZ z/6 Office Phone 9Gt/ - (O/g - 3,4,57 Job Site Contact Number 4' /�riin.i/fi State Certification/Registration# Ct2/4Scg30 E-Mail?ygu@ Def t.‘..1 LGIS adi7 , �� -Ld2.A/�- Architect Name& Phone#�,/ / LAS Engineer's Name& Phone# A 6/crel- E/4- ///7/e/ifil-f S��0 —S 3a - fOOO �� Workers Compensation Insurer V OR Exempt 0 Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws rulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING`IGNS, N WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS,etc. NOTICE: In addition to the requirenc nttoL.thd5 permit,there may be additional restrictions applicable to this property that may be found in the public records of this coeh1)agd2 there may be additional permits required from other governmental entities such as water management districts,state aenti� b6 ti.i federal agencies. Q [LI Q O Q OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance ty tlglk 000 0 applicable laws regulating construction and zoning. C-) Z m Z C) 41 2 a WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY en r- 7 RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTLND i4. TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE 0 d a m RECORDI /Y• R TICE OF COMMENCEMENT. U u w ° cc ui ignaturv6f Owner or Agent) (Signature of Contractor) W W I _ LC cc Signed nd sworn to(or affirmed)affirmed) i efore me this l(/ day of Signed and sworn to(or affirmed before me this (O day of �a.11 , by / J ''''i�11 , 202-O , by virad, .)-g:.....te �� r• o ;tar— II : :nature of Nota ) £Z0Z'CO a f SH211dXH "PIM, ..126 LORI A.ELLIOTT ZIYS££DD NOISSII OD AN * MY COMMISSION#GG338412 [[ ] ersonally Known OR .LLOITIR 'v 11101 „o* I sonally Known OR '� EXPIRES:June 03,2023 Produced Identificati. . [ J Produced Identification Type of Identification: it _ A_ Type of Identification: OFFICE COPY Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN ;l City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 CT; )( >, 4z - Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ZO -UUG3 ❑ Revision to Issued Permit OR �� orrections to Comments Date: 3i‘/Z°zG Project Address: I7y2 Sea Oa+J Drive Contractor/Contact Name: Octic (ide//I /4t fi‘cf Contact Phone: %Oy-23c/=1/7Oi • Email: Pgvl (Jcol<we IJrava+,'c1. cc r., Description of Proposed Revision//CC/orrections: Pv/ft( (JarAJ aJ/,4-i6.,c, I JAL'.MA41D„ rPtvPJf I (q,,( mAicne affirm the revision/correction to comments is inclusive of the propos d changes. (printed name) MAR 2020 �O -c L. • Will proposed revision/corrections add additional square footage to original submittal? Ito ❑ Yes (additional s.f.to be added: ) I3uildU1(j Department City of At(arft reach, FL • Wil proposed revision/corrections add additional increase in building value to original submittal? o ❑*Yes (additional increase in building value: $ )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: � (Office Use Only) ! Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Du $ � -CC, Revision/Plan Review Comments De•artment Review Required: B ildi i anning&Zonin: Reviewed By Tree Administrator c Wor�zS Public Utilities 3/(7/2- 2 U Public Safety Date Fire Services Updated 10/17/18 OFFICE COPY POWER OF ATTORNEY Date: 1 I 15-)20 I hereby name and appoint Lori Elliott Paul Malone Melodie of Florida LDS & Excav dba: Oakwells Aquatics to be my lawful attorney-in-fact to act for me, and apply to the Division of Building Safety for a pool permit for work to be performed at a location described as: Parcel ID#: Section Township Range_Subdivision Block Lot (15 Digit Parcel Number) Subdivision Name: Owner of Property: S>Au r5 Project Address: 1-721Z (ce & Oit s City: Zip Code: and to sign my name and do all things necessary to this appointment. Ryan Wells CPC1458530 ( )(Type or Print) (Contractor's License Number) (Contractor Signature) The foregoing instrument was acknowledged before me this I5 day of Jail of 20 20 , by Ryan Wells who is personally known to me or who produced as identification and who did not take an oath. A-v►lbnn' Szub cam. Seal \e�o�,etyb'',o��W • a �o: Notary Public (Print name) ssd�e�o4�Sa>\joss+.�yFsno� ' ane*'•~ f10t Obbti ae>5 %\qnd ePV\�1°de�lSY,3�vf4 Notary Public(Signature) Rev 03/13/13 �41p� Revision Request/Correction to Comments **ALL INFORMATION ' HIGHLIGHTED IN ' City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 \IP, Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: POOL-2 0-0003 ❑ Revision to Issued Permit OR orrections to Comments Date: 3/‘/2°2-0 Project Address: 17 y 2 See. Oa+j Drive Contractor/Contact Name: Oak GveIii Abvpfi cj Contact Phone: y04/-23y-4g0I • Email: Paul tacakwe /if 1fivWc . cc on Description of Proposed Revision//Corrections: PvJ/;c �orArj iJ1i--,orAI a•r,na+ik., rereri- I ?Qat T',1ane affirm the revision/correction to comments is inclusive of the propos d changes. (printed name) MAR 2020 ao -CL • Will proposed revision/corrections add additional square footage to original submittal? to ❑ Yes (additional s.f.to be added: ) Eui!ding' Department City of Atlantic Veath, FL • Wil proposed revision/corrections add additional increase in building value to original submittal? o ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: %/'ii (Office Use Only) (Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments De artment Review Required: A ildi zAr:P1 - -i i 4, i//0' annning&Zoning__> �-- -r--..., 'eviewed Tree Administrator flCLi V E Ic or Public Utilities MAR 0 9 2020 fJfoZ''p40 Public Safety Date B Fire Services y Updated 10/17/18 City of Atlantic Beach APPLICATION NUMBER g; n Building Department EcEi v_ (To be a gned by the Building Department.)s 800 Seminole Road } Atlantic Beach, Florida 32233-5445 ''/A� VUR « � \) 4 Phone(904)247-5826 • Fax(904)2 84$AN 2 7 �0 f or E-mail: building-dept@coab.us Date routed: 1 7 / Z �� City web-site: http://www.coab.us BY. APPLICATION REVIEW AND TRACKING FORM Property Address: I 74 2 S eR Ps—FS Department review required Yes No Applicant:UP% Q( 7 e(t 0 - Panning &Zoning Tree Administrator Project: �(Do t.,.._.J E1'K( C l �c6T 1N I Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: nApproved. 1/Denied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b I r Date: � /Wie / TREE ADMIN. Second Review: {Approved as revised. ❑Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed b • FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 1 1 f\ NI 4-J ., ,Q g w) Q 11 4%1 N. N >> ``Ctx, 4 te, % :. ,, (Ni ,c . c) ,., ice' .$ i ° -M� y S y J r r4jL s Comp. By: SW Date: 1/28/2020 4.0.319%' Public Works Department City of Atlantic Beach Permit No: POOL 20-0003 Address: 1742 Sea Oats Drive Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored (cubic feet) C = Runoff Coefficient, 0.92, the difference between impervious area (C=1.0) and undeveloped conditions (C=0.08). A= Impervious Area (square feet) R=25-yr/24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area = 12,505 ft2 Impervious Area (A) = 754 ft2 = 6.0% V= 0.92 x 754.0 x 9.3 / 12 V= 538 ft3 Provided Storage: Area 1 - Relative Elev. Area Storage Sideslope: :1 (ft) (ft) (ft3) 0.0 361 201 BOTTOM size: 19 X 19 0.5 441 TOB size: X Area 2-Relative Elev. Area Storage (ft) (ft) (ft3) 0.0 00 BOTTOM size: 0 X 0 0.0 0 TOB size: X 0 Area 3-Relative Elev. Area Storage (ft) (ft) (ft3) 0 BOTTOM size: 0 X 0 0 0 TOB size: X 0 Inground Storage: =A"d/pf Total Storage Area at TOB(A) = 441.0 ft2 Depth to ESHWT from BOTTOM (d)= 2.0 ft, default is 2.0 ft, verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided = 352.8 ft3 Required Treatment Volume = 538 ft3 Supplied Treatment Volume= 553 ft3 Retention W.R.Copy for Sending-Revised 04-16-19-Copy 1/28/2020 I MAP SHOWING SURVEY OF C LOT 18, BLOCK 14, SEL VA MARINA UNIT No. 8, AS RECORDED Cr) IN PLAT BOOK 34, PAGE 85, OF THE CURRENT PUBLIC I RECORDS OF DUVAL COUNTY, FLORIDA. U , = LOT 17 I O LOT s 4 i '�I . I. • 40 N86'06031. 13i.7e' !I7E11'i (SCALE: H• • 20- (58708'4O'W 131.90'PLAT) S86 08'19'W I 131.72' .., - .. - FOUND 1/2•IRON PIPE, NO CAP —— _ - r. Fp( :1/2•way PIPE:.y O I I INO LSW ^VQ - - 3 `° (../) m " FI 29 8' 3 95 ':..0' to ® N r j � ° LO178 ;iei j LOT5 , ® zis;y 4 a) 1 2 -•,� b II `�ile 29.3' • Z yV)j c. Y I-,(I I��... v P C3 , i'OVNC I/Z•IRON PIP SO4 73'33•E -. co NO CNP I $4o'(MELD) SET 1/2.&RON PIPE • ' S04113.0.31' 'No LB36?2 e 8.27' , •I I - _ "W 137,05' I-I - 0.1•II FOUND 1/2•IRON PAPE 1•..37l'E4 137x3 P�A>7 CAP 585'28'19"W p37.44 (F1£10) N LOT 4 I LOT 19 I 1 :--.-4...1Q I O1� \ \ I' 1 (la (nl 1 1 NOTES: -_--- I 1. TNS ISA BOUNDARY SURVEY. I 2. BEARINGS BASED ON INE MST UNE of LOT/8, BEING SOUTH I I 3U0'18•ME'ST, PER PLAT. .1 BUILDING RESTRIC11nN LWE SNOWY PER PUT. 4. LOTS 16, 17, I8 AND 19 DO NO NATN£MAIICALLY CLOSE 8Y PLAT. 1 NONTH RSOUTH LOT LINES CALCLIUlEO USING TTIE QHCRO BfA2WGS ANO ASTANCESNID ALONG TH£ MES7ERL Y RN,71T QF WAY Lilt OF SEA OA TS 1 /LU� I OR!IT AND THE BEARINGS AND DISTANCES OF THE HEST LINES OF LOTS V i 76 17, 18 AND 19. Q I a c 0 THE PROPERTY SHOWN HEREON LIES IN - -- -`-`- -- - --- - - ------ - `- FLOOD ZONE "X" (AREA OUTSIDE' OF THE > -0.2X ANNUAL CHANCE FLOODPLAIN) AS THIS SURVEY WAS MADE FOR THE B NFFIT OF ce WELL AS CAN BE DETERMINED FROM THE V. ALLISON FORSYTH. FLOOD INSURANCE RATE MAP No. (A 12031C0407J, REVISED NOVEMBER 2, 2018 FOR DUVAL COUNTY, FI OR/DA. 0 "HOT VALID WITHOUT THE SIGNATURE AND DONN W. BOATWRIGHT. F.S.A. Z THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER• FLORIDA LIC. SURVEYING &MAPPING BUSINESS No. LB 3872 DRAWN BY8" 1.E : CL BOATWRIGHT LAND SURVEYORS, INC. DECEMBER. 7, 2018 E T---- F : 2018-1940 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-11560 SHEET,..1 .OF_1 i.Arir City of Atlantic Beach APPLICATION NUMBER js 0:41),P Building Department (To be igned by the Building Department.) 800 Seminole Road W Atlantic Beach, Florida 32233-5445 � �- 00C-)3 Phone(904)247-5826 Fax(904)247-5845 ANT \ _Ent 0-• E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 174 2. ,S E.R AT- �� Department review required Yes No ' l `Buildi Applicant:CAA 1{ LU6(-LS Qt)AT( 0 arming &Zoning') 62: Tree Administrator Project: Rc )cL_ - �J EPK(6� S .-T 6TicVVOT Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: r--"".---i/ Date: TREE ADMIN. Second Review: ['Approved as revised. ['Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY City of Atlantic Beach PERMIT# _ ? Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 L, (P)904-247-5800 SITE INFORMATION ADDRESS r74-2- � OCL-4-5 SUBDIVISION 56-LV A Lk u - BLOCK LOT 1 g RE# RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION -f—LAR`�� ( PS 4Exc�h/. 0 0, k bleat-ss A1 • NAME — ^ ,4 ��—LI,-S PHONE# Aird " '(?- 3 57 �Q Logi ADDRESS V170 8 'ZQ f?UCL CELL# 467-37q-7Fk(e, CITY JQSC STATE R-- ZIP CODE 322-1 EMAIL /332./ Co. (FL(-tP, CO -' ❑ OWNER LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent 01- � - 44 510,c1 /A2 /2oZo 41.11111 , URE OF APPLICANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this day of J Q n(,t , 3 t�0 by State of F LO n a ot LDI,, R n(\ El.`L Z * County of 0 LA-U G1 1 Identification verified: ' �) , ' A_S \<<--Q As Oath Sworn: ❑ Yes ❑ No JENNIFER JOHNSTON Notary,i • at MY COMMISSION#GG 042984 EXPIRES:October 27,2020 `.,;EoQBonded ThruNotary Public Undefvariters My Commission expires 04 TREE AND VEGETATION A DAVIT 03.01.2018 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN '411"-4",, City of Atlantic Beach Building Department GRAY IS REQUIRED. sit,��` 800 Seminole Rd, Atlantic Beach, FL 32233 PQt�I.Z0 -- O � 03 � '�" Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT 0 -G GG3 Revision to Issued Permit OR �� orrections to Comments Date: 3412024 Project Address: I7y2 Sew 0c+j Or;ve Contractor/Contact Name: Oaic (it/e1)J A v fi c-f Contact Phone: yo/-23(/ Email: Pci„/ &cakwe (/fggvid-,'c . ccw, Description of Proposed Revision//Corrections: Pvu tI is (.c/arAj aJdi4-io.1 A I iIrl i,r0,1 rere.r-f t:v I //� ,1 Th i f on a affirm the revision/correction to comments is inclusive of the propos d changes. (printed name) MAR 2020 Co 'CL • Will proposed revision/corrections add additional square footage to original submittal? P110 ❑ Yes (additional s.f.to be added: ) uilding Don rtrnont City of Mantic E'each, € L • Wil proposed revision/corrections add additional increase in building value to original submittal? o ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments De I artment Review Required: B ildi>t anning&Zoning Reviewed By Tree Administrator —Ptt tic Wor cT�-� -a 3� ()_ -)._c,Public Utilities Public Safety Date Fire Services Updated 10/17/18 "u""'"~V+"R..""'.41r. 1742 SEA OATS DR 18739-02118 .742 SEA OATS DR Atlantic Beach FL 32233 OFFICE C kTLANTIC BEACH,FL 32233-5829 3EGARS KELLY WHITE L742 SEA OATS DR 'roperty Detail Value Summary RE# 172020-0432 Value Description 2019 Certified 2020 In Progress Tax District USD3 Value Method CAMA CAMA Property Use 0100 Single Family Total Building Value $110,670.00 $226,638.00 #of Buildings 1 Extra Feature Value $760.00 $760.00 For full legal description see Land Value(Market) $235,000.00 $260,000.00 Legal Desc. Land&Legal section below Land Value(Agric.) $0.00 $0.00 Subdivision 03134 SELVA MARINA UNIT 08 Just(Market)Value $346,430.00 $487,398.00 Total Area 12900 Assessed Value $346,430.00 $487,398.00 fhe sale of this property may result in higher property taxes.For more information go to Save Our Cap Diff/Portability Amt $0.00/$0.00 $0.00/$0.00 -tomes and our Property Tax Estimator.'In Progress'property values,exemptions and other supporting Exemptions $0.00 See below nformation on this page are part of the working tax roll and are subject to change.Certified values listed n the Value Summary are those certified in October,but may include any official changes made after Taxable Value $346,430.00 See below :ertification Learn how the Property Appraiser's Office values property. taxable Values and Exemptions—In Progress If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. :ounty/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value No applicable exemptions No applicable exemptions No applicable exemptions Sales History Book/Page I Sale Date I Sale Price I Deed Instrument Type Code I Qualified/Unqualified I Vacant/Improved 18739-02118 3/28/2019 $675,000.00 WD-Warranty Deed Qualified i Improved 18640-02438 12/12/2018 $395,000.00 WD-Warranty Deed Qualified Improved 18567-00680 10/17/2018 $100.00 MS-Miscellaneous Unqualified Improved 04611-00187 4/7/1978 $53,500.00 WD-Warranty Deed Unqualified Improved 03511-01038 5/9/1973 $41,100.00 WD-Warranty Deed Unqualified Improved Extra Features i-J LN i Feature Code Feature Description I Bldg. I Length (Width I Total Units Value 1 i FPMR7 Fireplace Masonry 11 I 0 10 11 00 $760.00 4 Land&Legal :.-:=i Land L-.al LN I Code I Use Description I Zoning I Front Depth ICategory Land Units `Land Type Land Value LN Legal Description 1 10100 I RES LD 3-7 UNITS PER AC I ARS-L 196.00 10.00 I Common 11.00 I Lot I$260,000.00 1 34-85 09-2S-29E 2 SELVA MARINA UNIT 8 3 LOT 18 BLK 14 4^ Buildings Building 1 3uilding 1 Site Address Element Code Detail 1742 SEA OATS DR Unit „ .,, . ._ 4tlantic Beach FL 32233 Exterior Wall 20 20 Face Brick I-- Mn Roof Strutt 3 3 Gable or Hip _ Building Type 0101-SFR 1 STORY Roofing Cover 3 3 Asph/Comp Shng7 Year Built 1973 Interior Wall 5 5 Drywall BuildingValue $226,638.00 MS Int Flooring 12 12 Hardwood Int Flooring 11 11 Cer Clay Tile Type Gross Heated Effective Heating Fuel 4 4 Electric „i 1— Area Area Area Heating Type 4 4 Forced-Ducted Base Area 1740 1740 1740 Air Cond 3 3 Central Addition 270 270 243 i Finished Garage 556 0 278 Element Code Detail Finished Open 68 0 20 Stories 1.000 Porch Total 2634 2010 2281 I Bedrooms 3.000 Baths 2.000 ......__,.....�.__.._....,._.-...W w.....-._._....-...,..__„. Rooms/Units 1.000 2019 Notice of Proposed Property Taxes Notice(TRIM Notice) Taxing District (Assessed Exemptions Taxable Value Last Year Proposed Rolled-back Gen Govt Beaches $346,430.00 $0.00 $346,430.00 $919.77 $2,823.82 $2,674.99 Public Schools: By State Law $346,430.00 $0.00 $346,430.00 $557.56 $1,351.77 $1,315.05 By Local Board $346,430.00 $0.00 $346,430.00 $309.86 $778.77 $730.83 FL Inland Navigation Dist. $346,430.00 $0.00 $346,430.00 $3.61 $11.09 $10.53 Atlantic Beach $346,430.00 $0.00 $346,430.00 $364.30 $1,118.45 $1,062.26 School Board Voted $346,430.00 $0.00 $346,430.00 $0.00 $0.00 $0.00 Urban Service Dist3 $346,430.00 $0.00 $346,430.00 $0.00 $0.00 $0.00 Totals $2,184.01 $6,167.53 $5,877.29 Description Just Value Assessed Value Exemptions Taxable Value Last Year $427,278.00 $163,339.00 $50,500.00 $112,839.00 Current Year $346,430.00 $346,430.00 $0.00 $346,430.00 2019 TRIM Property Record Card(PRC), This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM Notices)in August. Property Record Card(PRC) The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed. 2019 2018 2017 2016 2015 2014 •To obtain a historic Property Record Card (PRC)from the Property Appraiser's Office,submit your request here: More Information ontact Us I Parcel Tax Record I GIS Map I Map this property on Google Maps I City Fees Record OFFICE COPY I Li- 0) MAP SHOWING SURVEY OF co I LOT 18, BLOCK 14, SEL VA MARINA UNIT No. B, AS RECORDED IN PLAT BOOK 34, PAGE 85, OF THE CURRENT PUBLIC 1 1 ( RECORDS OF DUVAL COUNTY, FLORIDA. Qu U . no D1 1 ✓ LOT 17 !,, 1 OLor 6 , � 3�� -"1 L-1 0 110 40N86'09'S3"t T+70' I.nEI 0,1 L___-11________E (�7p�'�O'W 131.80 PIAT) I'1 I SCALE: i" = 20' � S86 08'19 W 131.72' B YI (~ ^ - - __ NO GPI/?'IPDw PFI. ,' NO Np'1/2"IRON PIPE. ,i CAP MICR Mat OW iv tp I ro 1 In Q) tc„ I �- q U • 0 '.9LI 14 . .0n- W w ® I - 9 �.�., 1; 29 e' 3 acto .... ' 11 I 6i `. ©\ LOT TB N Q 4O e, o , 7� LVa > O �v j LOTS C`,} ^ O . o v, L �4 i ® Z U r Imo. j b i �i 2' 11 io Q6a i^ O& CL V ,> :. 29.3' CC mcO tA/L' IMICrra„ bi 'Q cN Vy ' -,TT �•�� P 50473'dJ"E O _ FOUND 1/2"IRON PIP. bo NO CAP 8.40'(FIELD) SET 1/2 IRON PIPE x, S0478'03'E Na LBJ8'2 8.27' , • - = _ d�' :5'37'24'W 137.05' O.1• pp FOUND 1/2-IRON PIPE a 1 7831.2 137.23'PLAT) I' 2 NO CAP S85'28' 9"W 4 137 44'Map)D) 1 LOT4 1 1 (v LOT 19 I I 1--1 (b I I \ iroU Cn 1 NOTES: i I 1. THIS IS A BOUNDARY SURVEY. 2 BEARINGS BASED ON THE NEST UNE OF LOF 18, BEING SOUTH 1'00'18'WEST, PER PLAT .1 BUILDING RESTRTCFICN LINE SHOW PER PLAT. 4. LOTS 16, 17, 18 AND 19 00 NO MATHEAIA DCA(C.Y CLOSE BY PLA 1. NO41H AND SOUTH LOT ONES CALCULATED USING THE CHORD BEARINGS AND DISTANCES ALONG THE WESTER!Y RIPAT OF WAY UNE OF SEA OA TS 1 LU 1 DRIVE AND THE BEARINGS ANO DISTANCES OF THE NEST IIN£S OF LOTS CD 76. 17 18 AND 19. Q 1 CL Ce 0 THE PROPERTY SHOWN HEREON LIES IN - - ---_- Y FLOOD ZONE "X" (AREA OUTSIDE OF THE' -0.2X ANNUAL CHANCE FLOODPLAIN) AS THIS SURVEY WAS MADE FOR THE B NEFIT OF Ce WELL AS CAN BE DETERMINED FROM THE V ALLISON FORSYTH. D FLOOD INSURANCE RATE MAP No. Cn 12031C0407J, REVISED NOVEMBER 2, 2018 FOR DUVAL COUNTY, FLORIDA. Q "NOT VALID H!THOUT THE SIGNATURE AND DONN W. BOATWRIGHT, P.S.M. Z THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA UC SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND^1AAPPER j' FLORIDA UC. SURVEYING & MAPPING BUSINESS No. LB 3612_- CHECKED BY:" BOATWRIGHT LAND SURVEYORS, INC. DATEE. 7, 2018 DRAWN BY: CL FLE: 2018-1940 1500 ROBERTS DRIVE, JACKSONVILLE BEACH. FLORIDA 241-8550 SHEET 1_.OF_ ,_ Jeuueoswej tom peuueos OFFICE COPY MAP SHOWING SURVEY OF LOT 18, BLOCK 14, SELVA MARINA UNIT No. 8, AS RECORDED IN PLAT BOOK 34, PAGE 85, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. , 1 1 NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. 2. BEARINGS BASED ON THE WEST LINE OF LOT 18. BEING SOUTH Pawl OF 1'00'18' WEST. PER PLAT. p51WTURE 3. BUILDING RESTRICTION UNE SHOWN PER PLAT. 4. LOTS 18, 17, 18 AND 19 DO NO MATHEMATICALLY CLOSE BY PLAT. NORTH AND SOUTH LOT UNES CALCULATED USING THE CHORD BEARINGS AND DISTANCES ALONG THE WESTERLY RIGHT OF WAY UNE OF SEA OATS DRIVE AND THE BEARINGS AND DISTANCES OF THE WEST UNES OF LOTS 16, 17, 18 AND 19. 5. BENCH MARK SHOWN WAS SET BY OPS OBSERVATIONS USING SPECTRA PRECISION EPOCH 50 RUNNING TRIMBLE VRS SOFTWARE IN N.A.V.D. 1988 DATUM. 2 I q 10 2 SCALE: 1' _ 20' 1 i I A6I 0 I � 6I k.',-,1I 1-...., Lor 17 p LOT 6 I _ 30.00' I -I I I 586'09'53-w 131.76' (HELD) i I (S5T06'40"W 131.90' Y) C <4 S86'08.19.W• 131.721 , fwlo In.r10" 0 .CAP 0.9 w . lam 0 PAPE.N1/2 _ - .- .2. , •. 10.30 O 2G m 1 .• ` 2 D' 0 • I D + rn _ V LJ >qa mC 9, \L.1 q g x0.74 I BRICK PAWL .9.JI FI ,y o G7 COW g c �O 1a i AJ m'�•� CO bl nc. p n 1� y XI I. ` m 0 1—STORY I 0 I 0 c:_ 3 : BRICK J v) o ,, _ . ya RESIDENCE 29.8' a'NN s- No. 1742 27.0. ry W P .lao ewa "Io.m eP A5 .ia, PAWtS rr .9.3 LOT 18` P H N+ '!" 9 1n ` I I"3 f 3 �,/'\ to-6 laCIL Qi LOT 5ki m .100 =a.a • + j In i 9-- , i 31.2' s' a.1"i I a CONCRETE • 29.3' �.,' 01- I • �y� } G • �y n- r a oa Pio A 0 J \. :,,g �r • S0413'33'E ' '"�'i a/ p 8.40' (FIELD) FC91 1/7'NON �' ,0.t h"' I P 1, cap I .9.4 ' t SO4"18'03 E '•PNE uuen .9.5 I FOUNO PwE No IX �I i 8.27' ' 85'37'241E 137.05' — — 0.1' o +n °�" (N 5'28'4 "E 137.2r PLAN I � Z ppE,NO CAP . N85 2B'49'E 137.44' (FlELD) Z f t m I t LOT 4 I I b € LOT 19I I ITHIS SURVEY WAS MADE FOR THE EF1T OF DAVID RALSTON SEGARS JR. prtt 'V �"MITE THE PROPERTY SHOWN HEREON LIES IN FL00D ZONE 'X" SEGARS. p� t (AREA OF MINIMAL FLOOD HAZARD) AS WELL AS CAN BE =n,.•o.Rfilji.,�,j'� DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 4r'•.G'1. • 12031C0407J, REVISED NOVEMBER 2, 2018 FOR DUVAL M°' 3195 `"':y'= i COUNTY, FLORIDA. ..^7: ' r•:C,: _ - 'NOT VAUD WITHOUT THE SIGNATURE AND DON ATWRIGHT, P.`5.)1. r,1TE or '�',Z THE ORIGINAL RAISED SEAL Cr A FLORIDA FLORIDA LIC. SURVEYOR�g N.9. 43295 UCENSED SURVEYOR AND MAPPER.' FLORIDA UC. SURVEYING & M rrst A `3872 CHECKED BY: � ,"Nr)5\17, es DRAWN BY: SWC BOATWRIGHT LAND SURVEYORS, INC. R ABER 19, 2019 FILE: 2019-1762 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 2010-1940 i ! , ^3*.•, '7'4'ii't.„-, ;)1,:','"...,.-'',) CIA' e S ,-Ce 3 i "- s -, 1. = OFFICE COPY FLORIDA LDS & EXCAVATION Dba; OAKWELLS AQUATICS, LLC 8608 Beach Blvd, Jacksonville FL 32216 RE: 1742 SEA OATS DRIVE MANAGEMENT PLAN FOR CONSTRUCTION OF IN GROUND SWIMMING POOL Note Vehicle park curbside in front of residence Construction access- Left side of property Designated trash area- rear left side of property Material drop area -left side of house OFFICE COPY THIS DOCUMENT,AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,ARE THE SOLE PROPERTY OF OAK WELLS AQUATICS AND ARE NOT TO BE ALTERED,REPRODUCED OR USED,IN WHOLE OR IN PART,FOR MY OTHER PROJECT WITHOUT THE EXPRESSED WRITTEN AUTHORIZATION OF OAK WELLS AQUATICS .--------- --- -- -- - ,, Equipment Symbols NOTE POOL f_ SkimmerT I-1/0 Responsibility: 'Remove Fence( Envelope: 30'x 14' 10' lo• Post&Panel)For Perimeter 104' 1 Access to Back Yard Deck f 'Remove And Trim Area: 468 ft' ".- Baxh 30i Holly Trss Depth: 3'to 5' .b' Cleaner 'Fane Change for •rp .- , T Volume: 9,818 gallons POOL Safety BubbleInterior Finish: Cove Teal I3'BWL I Irrgation: Remove&Repair Tile Line: +6'104' 13'1C" Umbrella Holder o Access: Left Side/left side of palm tree 1 Tile Material: MCY-37-5004/TRD g'i 0 /right side of holly tree NO Pot 10-41111 Tortoise/Trident-NPT i ..•••--- Other: Remove existing pavers by H/0 Iii ;t Iii Grout: 114 Charcoal Black ti_ Chan"e 0 Termite Company: Buqout STS N) Coping Interior: 104' 5' BWL cJ Inflaor Hinds d Safety: Fence&Alarm I Coping Material: Travertine-Talya Gray Dirt from Pool: Off site Wheless Light T.O.B: 5.5"Below top of Brick Cad Back Steps/Bench/Shelf: 2xSteps r e• • "'•e• I Door. lxShelf :,..i_--6'10"---- -w / 1xBench itt LED _ 'Subject to Change 2'10" •d,a Deck Light �\ (Elevation of Back Yard) b • 8' AutnRl " POOL EQUIPMENT To ! A 22'S• 14'9• e 9'10" SPA Side Remote * Pump: Jandy,VS 1.65 FLO PRO Filter: Jandy,CS150-150 ft' T 8' . Waterfall-5p40ray .1.- Auto Cleaner: 104' i Deck Drain I ` -' Pool Light: LED-Nicheless Color —'`tel I led,Jet • DECK Sanitizer: Inline Tablet Rainbow ITop of BeamrD� Perimeter: 161' Pool Heater: N/A House Area: 563 ft' Umbrella: Holder at center of Shelf area Access Ares Bubbler: 2 x at shelf area ��/,�,,._ Height: +5.5'Mark Surface Material: Pavers,Color/Glacier- Dnan: 2 x MD Pot a1 Deck By/Tremron- _ Return: 2"-3 inlet t Pattern/Mega Old �� Skimmer: Wall skimmer +5.5 Mark Town Cleaner: 2"Pressure side-Stub Out Branch: 3" Equipment � Trunk: 2.5" +5.5" Mark= ir I Fitting Color: White T B' Deck Drian: Light Gray 129„ f ., Equipment Area: 50 ft away on left side • B fi Planters 1 a Planters House House I 7 Scale:3/16"=1 ft Project Name: Kelly Sellars Scale: 3/16"=1 ft Pool Depth Profile I have reviewed and I give my C)a k \Ne I I s Client Name: The Segars Family Contract Date: 11/19/19 approval to proceed with Email: k.segars0604 a(")•gmail.com Design Date: 11/19/19 ith the construction of this Client Phone: 904-704-0604 Drawn By: Kia Badei i ij Address: 1742 Sea Oats Dr Drawn Date: 12/03/19 WR r._ project. AQUATICS City: AtlanticBeachRevised By: oftState/ProProState/Province: FIlRevised Date: Zip/Postal Code: 32233 Revisions: R-0 .1AX,F'L-322.1tl tt)04161t)-:t281 Designer Name: Russ Bourque Printed Date: 12/03/19 rx, X ,. ,,,. LICENSE-(1.'('14585:10 Sales Person: Russ Bourque Sheets: 2 - --- -. Retaining guards shall not have openings from the walking surface to the required guard height which would allow pasage of a sphere 4 inches in diameter.Guards(handrail)on the open side of stairs shall not have openings that allow passage of a sphere 4 3/8 inches in diameter.Triangular openings formed by the riser,tread,and bottom rail shall not allow passage of a sphere 6 inches.(RBC-Residential R312.1.3) T +_r Ln_ o �U 'OFFICE COPY BRICK PAVER POOL DECK I MBAR CONTINUOUS L' MUD SET I I LL t I I I 0 ilJSM AT,TONCENTER . • - - ♦I 1 : - /SBM AT 40 ON CENTER �'� aI+ - WITH CELL FILLED WITH CONCRETE 0 11 3 (I § I 0- 6 LO rvI p DECK DRAW Y,i POOL SMELL .L.I A-POOLDELL 6 ,ter, .4 BAR AT IT ON CENTER fANDAR°YAPO 6 EL0vATON I i Kw _ Kw ��_. .-. _ CONSTRUCT AS AVERTIDALLY \ NORMAL POO1 WELL _ GRADE BEAM MBAR AT 170N CENTER 1j --�-�_ // 36"TURNDOWN : L'-0-MIN I WALL 7000 PBI PUMP MIX CONCRETE BLOCK WALL DETAIL WALL 3000 PSI PUMP NIX CONCRETE RETAINING WALL BUILT INTO POOL SHELL DETAIL r t + ALUMINIUM SCREEN UPRIGHT /5 BAR CONTIM%NS C ! .. - T 10' ( /r ' I POOL DECK ! l `i 1.. BA&X WATFM NIF I. 1 I f i .`O. Nt..,� MEM 1 II Ill it �i I Ir1 w_ V J ! HRM AT IT ON CENTER IIIA II -... . 1 U I d ii b' t °v BASIN WATERLINE 1 GRADE b ! I LEVEL HEIGHTAS ,_` POOL +/ REQUIRED O W BY JOS SITEl0 O Clin I I 0 01 o ¢N 0- tr) V � i I INFINITY W! ID a fa`Z SPILLOVER a /S BAR AT 40 ON CENTER ' CATCH BASIN M. $ j (� a A WITH CELL FILLED WITH CONCRETE 15 a M BM AT 17 ON CENTER m� J Y� oo j I�I _ • _ S U ,u 1F; DELA<DRAIN T "}. A• BA 4-POOL DECK • .. j ELEYATKH r! ! I —T-- T r r_ O IIIAA�� Qa Kw E I Lz3 MI6i 4- - L LQ y S'Y L 1. ' Q m lL " • 70 BASIN SIDE ELEVATION J v ro o 4y G MBAR AT,SON CENTER 6 FT RETAINING WALL NDTTOSCALE 0 as as 5 WALL 7000 PSI PUMP MIX CONCRETE N BLOCK WALL DETAIL PNEUMATICALLY APPLGO CO Y SO WALL 7000 PSI PUMP MIX CONCRETE TR•L J t00 N DOcument live loads for the Hollowing:a(Blaconies(exterior)and decks:40psf,b)Guards and handrails:200 psf,c)Guard in-fill components:5opsf.FBC-Residential R301,Table R301.5 LL n0 --3 Guards shall be located along open-sided watng surfaces,including stairs,ramps,and landings that are located more than 30 inches measured vertically to the floor or grade below at any • /(/�,(r point within 24 inches horizontally to the edge of the open side.Guards shall be not less than 36 inches in height. Insect screening shall not be considered as a guard.(FBC-Residential R312) _ 4// l' OFFICE COPY i FT IN il TO Lin A°DECK r BM AT ir Ot4 CENTER S.r1VP ALL nom •FEW 10 . SFR ToBE SFILONG ' -• ' ' ' . EE)n REIM Cart 410113 MBAR COM. 0 1 i. i'. S. -•1 11/s7 1 I t.i-- /' PP/ERIK SNORING IS REMOVED THE FILL DM WILL BE ADOED IN Ir.urraP"'MAPACIE0"TN r-6"MIN.MANCE LEsE CM 1 ON 1 --- U... . . . . . .. . . .. A ARANO JAW COMPACTOR + 0 k i • •'•••' • . ' - • •••.. N. Ht. ., 1.:: l''..1.• NAV. . 7..... _ . . . .., .. . :.. , ..: f: • : , . SD 'Cr 1 . ... .,. - r •' . i. u: CO Co (0 • • • iFTINe OR THE POOL CONTRACTOR , CL .-..... ...•.. STEEPER SHALL PIACE N.L STEEL IN , . . THE P0o.WELL AT NO SKIM MN r ON CENTER . momommsomm, SI Boni onernows pa "• •". FLAT SLOPE/NO FOOTING MOTERATE SLOPE FOOTING STEEP SLOPE FOOTING AREAS NEIBIE IRE ANGLE TURN DOWN FOOTER DETAIL TYPE 1 TYPE 2 TYPE 2 OF PEPOSE IN ENCROACHED ON OR THE POOL.DIEU. ENCROACHES*ITO/HE I TOI APEA 45 .. SLAB-FOOTING DETAILS .... } WO MGUNITE. AIM'BE SUBIRTILITOR ED F MO PS CONCRETE USE SEE 10/10 WPM s 60 P4 Ervin ir ON CHOEN Or 2-#3 Bar at OR FEIER MEN CAM MR ONE REEK BEFORE INSTALLM ANCHORS .KOCK PAVB1 .1'ORAR _44.____L_____42_,...,---12,"on center 114.1..... STRINGER To IM SUFFORITO RV I/ .• LXINCRETE PAVER OEM EMIRS:slialicTUFtE CLEALIN TO!RATABLE ANCHOR EEVicE suCli As 2-K."ArtiMe rant ANCHoR NAIL;OR TAPcoNs T _.......— ..R h '.. .• • • ExisTom STRIJCIURF OR RS mon 1-n BAR wpm/co, 04 BAR AT.1 r oN CENTER I I 1 2.X C STR1NGERs tgi MON CENTER .IAN Hap • I ',LACED AI 2 F 1 ON --....-,.-- CENTER IN ALL AREAS 11 I lot'(2)/13 Bar at ..:'-• :11.. J 1.1 STEEL TEX FORM we 1-Fa EAR • , . . Ai. •,, isi.. 12'oncenter STRuCTURAL STEBL IN PLACE \ Ill CONTINUOUI ' .1. 12. .1 TOM INOEPEMENTLY i .r -•\?3,:rKA . - I mai PS CoNcRETE vu sits RFOARS slIPPORTEO AWAY FIRM SMARM 27......w........ .........„11111 _ METING STRUCTURE PAVER DECK TURNDOWN DETAIL ,L Tr 1 RIBBON FOOTING THEMES SNELL MAL SNALL SE CONSTRUCTED AT 6 ' • ,r 2 FT RETAINING WAU_ W/PAVER DECK THICSOESS.10 REBARS AT IT I ' ---- ---- CFI CENTER BOTH WAYS IN . . .'. ''• .• 42 ' ----) RUT eta WALL SOW PSI LEX CONCRETE AREAS 1RAT EXTEND WO PNEUMATICALLY APEUED Die/MB OF REPOsE 1 •." • • . , • • t..) . USE r F R.V16001 SHEETING OR . CNIVALENT 6.1LCOP3 2 STRINGER MT BE CANER 1 E RAMER.TO RESTRNN WOE 0,.. It BAR AT 12 ONCENIER EiTo Cila:BNO MINT OR OF EXCM/MON 4 r 41 OTHERWISE SUPPORTED TO < FREVENT FROSI KICKING OUT i AT!ME . . . .. I BACKFLI MONO SHORING TO W • MBAR AT.ir ON pENTER PREVENT UNOERTININO OF mi. . EXISTING STRUCTURE . . Or 2-#3 bar at • .4. r - I , 12"on center • • • • i , . ccon PRoVILIE WEEP HOLES AS .4 . . .. • • • APPROPRIATE „ . S / • .• ;, • . , • • SHORING DETAIL CONTRACTOR SHOULD ATTEMPT TO tr9 g ;•-,..hi' E g ,I. . •. • .• IN LOCATIO WHOIE EASING FOUNDATION IS'THREATENED SY UNDERPANINEI DUE TO CONSTRUCT MUGU SHELL AS WOLF AS COMITIONS Vill 03 In ORR. R. I ALLOW.THERE FANO SUBSTITUTE ADVERSE COMMONS Ai IRE TIM Of Z-1. IX CI e er, i FOR RAPIDLY SACIIFELLING EXCAVATION SNORING MT BE REQUIRED CSCAVATON TO PREVENT 2 UNDERMINING OF ADJACENT 0 .... st SAR AT IT CD CENTER , a BSA AT IT ONCENTER STRUCTURE ..„2 70 co z•up,ent.4 A I 5 . _..._.,- • ! • --4---- - 4 Or 2-#3 Bar at z Nom .44•• • •- • •• PAVER PACK I .-•" :• .... siA. ..... ••••• b11 sip vs vii,. 1 12"on center 4, .7,EvEN .,.. • . .' PEA/ERE-INES i GROUND ' . _ I / 1 0 >< 1 .I -:-.1-71-1-1-77-1, ..• .... ..- ' <C D c., Fm. CM 0 0 0 0 I 24"+i I 4- si_ p.., INN NEC LLI u) 4 FT RETAINING WALL 3 FT RETAINING WALL + -I-0 IA •..1 i"" giC C4 RETAMFG ROLL Me Psi LEE cOMRETE RETAINING WALL TM PS MIX CONCRETE CB tij 03__I 02, PNEUNATICALLY IPPLIED PPIEuMATIcAll.Y APPLIED NINO PACKED=CRETE 0 ...7_. irr. 'IIC int.. BOWER ' --' 5 i oe 14 PAVER DECKa< o 0 cl 0 OS co 3 EE • ,d41/71 1/ FROM PDOL OF APPARATUS It) T. O POOL BONDING NOTES'. 1.EOUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A COPPER 8.COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA \ 9atl0I10 CQITDUCTCH 1 1 CONDUCTOR;MINIMUMA8 AWG BARE SOLID COPPER CONDUCTOR WHICH REBAR AS SHOW 4 LOCATIONS,MINIMUM AT EACH SEPARATE BODY OF WATER, '\ -. 0 FOLLOWS THE CONTOUR OF THE PERIMETER SURFACES OF THE POOL FROM 18" USING AS N8 AWG BARE SOLID COPPER CONDUCTOR FOR NON-CONDUCTIVE `1[I` TO 24"FROM THE INSIDE WALLS OF THE POOL AND WHICH IS SECURED WITHIN POOL SHELLS,BONDING AT 4 POINTS SHALL NOT BE REQUIRED. ,Tj _ '� OR UNDER THE PERIMETER SURFACE 4''TO 8'BELO SUBGRADE.THE PERIMETER 9.COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT V') BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHELL AT A MINIMUM GROUND OF THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS 4tt[Di(U, 6 CO OS 4 POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL REQUIRED BY NEC 580.25(VERIFY LOCATIONS)USING#8 AWG BARE SOLID -_-f . , 075 2.ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED COPPER WIRE. LL MEANS PER NEC 250.8.BONDING CABLES UNDER SLAB SHALL BE PLACED AT 10.COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC THE BOTTOM OF EXCAVATION. COMPONENTS OF THE POOL AND SPA AND THE METAL STRUCTURES, NO>e 1 3.WHEN REBAR IS UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND INCLUDING,BUT NOT LIMITED TO ALL HANDRAILS,DIVING BOARDS AND LADDER FOOTERS ADJACENT TO THE POOL(WITHIN 5 FT),THIS RERAN SHALL BE GRABRAILS IN THE POOL AND SPA AND INCLUDE ALL METAL WIRING AND ALL BONDED USING#8 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS FIXED METAL PARTS ARE WITHIN 5 FT HORIZONTALLY OF THE INSIDE WALL OF PER NEC 250.8 TO THE BONDING CONDUCTOR. THE POOL(SPA)AND 12 FT VERTICALLY ABOVE THE MAXIMUM WATER LEVEL OF 4.LOCATION OF COPPER BONDING CONDUCTOR,BONDING JUMPERS,AND THE POOL USING#8 AWG BARE COPPER WIRE. ,�[ I CONNECTIONS SHOW ARE DIAGRAMMATIC ONLY.CONTRACTOR SHALL FIELD 11.ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA ROUTE TO DETERMINE EXACT LOCATION.BONDING CONDUCTOR SHALL REBAR PER NEC BBS.THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO �[[IN[[�� CONFORM TO THE SHAPE OF THE POOL WHILE MAINTAINING SMOOTH RADIAL THE REBAR AT BOTH THE POOL AND THE SPA,PER NOTE 8,ABOVE,WHICH �1� CURVES-NO 90 RADIUS SHALL BE PERMITTED. SHALL,IN TURN,PROVIDE SONDING OF THE LUMMARE NICHES. ,BA(�( 5 RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS. 12.ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE ,`4 B.IF REQUIRED ALL AROUND ROD SHALL BE y COPPER CLAD STEEL.B'LONG TBONDING AREAS. POOL AND ITS PERIMETER SURFACES PRIOR TO COVER OF [[(�[N, NorB 1 AND DRIVEN TO A DEPTH OF 28'BELOW FINISHED GRADE,MINIMUM,AND I Ill`USED SHALL BE BONDED USING#8 AWG BARE SOUR COPPER mI)J1ft P` CONDUCTOR BY LISTED MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR. ) ��[D� f�,�,g 7.SPECIAL CASES MAY INCLUDE,BUT ARE NOT LIMITED TO,VANISHING EDGE MNIIAUM�°METER + .,`R1 POOLS.POOLS WITH PERIMETER OF VARYING(VERTICAL)GRADES,DIMINISHED COPPER • GROUND Roo I P1101ewaLFEeIIR PERIMETER SURFACES LIKE EDGE PLANTERS.STPOIRETAINING WALLS,AND DRIVEN UNTIL MAXIMUM ( - - -- ZERO-LOT LINES IN THESE CASES,THE BONDING CONDUCTOR SHALL BE RESISTANCE VALUE OF 25 [-' INSTALLED IN ACCORDANCE WITH NEC 880.28,NOTE 1(ABOVE),AND NGTE 1 OHMS IS REACHED OF 1 DIRECTION FROM THE AUTHORITY HAVING JURISDICTION(AHJ)THE USED) ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF I l THE BONDING WITH THE AMJ IN THE DETERMINATION OF ITS APPLICATION OF re THE NEC. TYPICAL BONDING TYPES • iiOfE84ALW] NOT 10 SCALE __.,.,\ NOTES: 1.SPLICES!WELDED OR MECHANICAL)SHALL BE PERFORMEDN -�` ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS O 110TEi, • TM4OIi O'� BONO JUMPER O` NOTES •I ___ --- 1 0- 'TYPICAL TYPICAL s_ 'I UDDER.HANDRAIL. DOLE JUMPER I Q NOIEtO —`PUMP MOTOR 1�0 C TYPICAL � NNG R -i ■/�•. -BOND JUMPER I rTRMISFORMEN .--.. '- 7'• d ❑ ■lam TYPICAL I CD DIIl/1NlO POOL LT FIXTURE ■ U W 0 NOTE 1/ NOTE I.AS AND D �. JIINCTIDN Boz OF USEOI o p U 11 11 I I. CT LI, tinQ . I 4110 . POOL lli1T MCHL. > 1U1 1�4 l __—_... .. _-... __.- PONETK COMOIAR9 0 a ,YNI az }rjPIL STEMS PPM SYSTEM (0 0 Ti L..i F.5w o w �r tel = ii Z TYPICAL POOL BONDING PLAN CI CONTROL PANEL(51 Aa �" p JO 1.... ;-- G v_oane ORCIUB' CEO 0� a> CO .Z 'V) W y NOT TO SCALE siEEl - I r-.w. O M CV Wi BONDING LEGEND ATBE - X F = V O s BOLD NNIECTION,FEB NEC 550.0 UJ J w �,.( p PARALLEL TAP CONECRQI.PER NEC 250.0 UNDERGROUND SOMAS CONDUCTOR.AR AWG IMININUMI O > LL r �/ �j TYPICAL POOL BONDING SCHEMATIC t I.a _ M w — �' NOT TO SCALE --. 0 O C W SCHEMATIC NOTES'. 0 I.THE EDUPAMEJYTAL BONDING CO ALL CONDUCTIVE PON SHELLS PERIMETER 511RrACES METALLIC COMPONENTS. UNDERWATER mem TING,METAL FITTINGS.ELECTRIC.EOUIPAMENT AND NET AL WUREWAYSICONOUIT5 SMALL BE IN O CO Y ACCORDANCE WPM NEC 810.28 ORAS ACCEPTED BY THE AUTHORITY HAVNG JURISDICTION(AHI) J(D IV LL CO —) ,AI 1` OFFICE coy:.,:s.-;.y- LO LL 7ERAP1'RiT 0 '' 'I THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1,5 TIMES THE RET RN IRE DIAMETER DOWN FROM THE TOP OF THE MAIN DRAIN O GRATE TO THE TOP OF THE MAIN DRAIN PIPE,IF THE PIPE 11 �1 COMES IN VERTICAL TO THE MAIN DRAIN BOX. A IF THE MAIN DRAIN PIPE COMES INTO THE MAIN DRAIN 46 MAIN DRAINS MEET THE VIRGINIA GRAEME BOX HORIZONTALLY.THE COVER FROM THE TOP OF THECO TI-. I R POU1 R 0 SPA MAY flE ON SIDE WALL) GRATE TO THE TOP OF THE MAIN DRAIN PIPE NEEDS TO CO 0 BE 1,5 TINES THE DIA.OF THE MAIN DRAIN PIPE. a REGRCULATIOIIMF GI 1 1TIKTHE OIA I.y TIME THE DIA. I CHLORINATOR (4 MMI WMA IEUCIION1 _ ' i IMKRWATER LIGHT r-- MAN ORAN _ . MAIN DRNI� II I BLCLNpSE N.E L RETURN 5 GN ME EDGE 7OF STEPOPDONALL II DI I I' 1I r. 5 V II IT U1- 41 ACRLVIC FN1i1 ----^".,. Lx_x xxx_a_.- a , Z.a3 RFD,. CONTINUOUS TYPICAL SPA POOL - 2 MAIN DRAINS ON FLOOR C CAP TILE BRICKIOR CANTILEVER- I , _ ' ,. MTH WATERLINE TILE .."•'• • 0 STEEL REINFORCED I U IL♦ CONCRETE —I.,g0 �+ j"'QUARTZ FINISH I E ( n a..THICK CONCRETE CEO(W/ d ./ I MBF RIMY 1000 PSI DECK AND TILE DETAIL a UL APPROVED 8•%6 WATER LINE UNDERWATER LIGHT 'CERAMIC TILE IOW PROFIIF ;.7.5VANES MN. CD O un !111■111idll11111111YM1- . 1 3 ..a W vz,' opo EXTRA NS BARS Cr C. I I -1 CONTINUOUS a r• ✓ �,'/ `Y 1.1 COMPACTEDSOILUNDER I I 0 I..�. 7,- leo CONCRETE«« L_i �-—J V OC C CO M � �_S . --SUCTIONON UNE — 1■r—MAIN DRAINJ KU BARS t[•0 . ....M �, L"'� VERTICAL AND HON VONTAL(TVP) r�te►A,Wm a� *� L IGRAnr AG) I (D V f� �"T d, L i'‘?,.; w W Liz AN Lg. HYDMAX ROSTATIC REERTVL OFF VALVE IF POOL SHELL TWO PSI CONCRETE L MYOROETATIC RELIEF VALVE IF REO'D PNEUMATICALLY APPLIED CO ID '^ = .5.; 0 X— R0008ED 6 N CAVES AND FLOORS(TNI of CO — . CAI 2500 MIN.GUNITE WAV DE SUBSTITUTED FOR (.T MINI SECTION3000 PS CONCRETE Lo cu C @ Q O U N co iA/ t V OFFICE COPY LU THE ETE DRAIN PIPEINVERTTHE TOEEDSTO BE TIMES THE 1.1,01,6 dA t-)TIME THE DIA DIAMETER DOWN FROMME THE TOP IC THE THE NID --�'--"---" GENERAL NOTES: U- PIPE,IF THE PIPE COMES IN VERTICAL TO THE MAIN DRAIN 1 �� 1.THE POOL PLAN,SIZE DECK AND SPECIAL DETAILS-SEE O BO%. TJ.. 1 CONTRACTORS POOL PLAN IF THE MAIN DRAIN PIPE COMES INTO THE MAIN DRAIN L--- BOX HORIZONTALLY,THE COVER FROM THE TOP OF THE _ 011AN IN..-_ 2.THE POOL AREA SHALL BE FENCED OR SCREENED PER GRATE TO THE TOP OF THE MAIN DRAIN PIPE NEEDS TOL.. -" COUNTRY/CITY ORDINANCE.GATES SHALL BE SELF N S MAIN DRAW T O BE 1,5 TIMES THE DIAMETER OF THE MAIN DRAIN PIPE. LATCHING AND SELF-CLOSING AND CONSTRUCTION MUST tADHERE TO FLORIDA RESIDENTIAL CODE SECTION 10 P 'RECIRCULATION R4501.17.1.19(2)REGARDING BARRIER REQUIREMENTS- n- ------------` 3.POOL WALLS SHALL BE 5'THICK AND FLOORS SHALL BE _-__ _. ._..___._ _ 6'THICK ANO SHALL BE PNEUMATICALLY APPLIED • ---- - - r CONCRETE DECK SHALL BE 2500 PSI.CONCRETE YNN DAWN EIICTKIN / IJNSERRATERUGM ECONSTRUCTION WILL CONFORM TO ACI STANDARD 318. -ONLOIIPMTOR if '� J MAN DRAINS MEET THE AWAW0A GRA[YE RETURN INLET �� 4.ALL POOL CONSTRUCTION SHALL COMPLY WITH FBC ,, II II BAER POOL AND SPA SAFETY ncr. BUILDING 2017,6TH EDITION AND FBC RESIDENTIAL 2017, \� O 5�--OCIRR iI / r 6TH EDITION AND ANSINSPI NATIONAL STANDARDS-5 FOR \\.)--Ml 7 aowER MwTKw 0 01 '�[ q�,' RESIDENTIAL IN-GROUND SWIMMING POOLS.ANS;ApSP-7 it it j * g AMERICAN STANDARD-3 FOR PERMANENTLY INSTALLED POR FILTER __. / I-1�p____ O ii I s---O� RESIDENTIAL SPAS,ANSINSP-7 AMERICAN NATIONAL A y. la_ -----1.:,i U 'IF CI H STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN ,\: "�) --- -• _ 0 ^I Ij 5 _ SWIMMING POOLS,WADING POOLS,SPAS,HOT TUBS,AND o CATCH BASINS AND LATEST ADOPTED NATIONAL 0 j1 N II ELECTRIC CODE(NEC) r'<,n II II 5.GUANTITIES OF UNDERWATER LIGHTS,SKIMMERS. �yYL II• pE11wN II 11 J Bg1IIER EQUALIZER LINE WALL INLETS.ETC MAY VARY.HOWEVER,THERE SHALL II `� REll1FN val:T rrry(i'gUnE ;;,7'4.; H BEAT LEAST(1)SKIMMER PER 80050.FT.OF POOL l� 0 A B7_._- SURFACE AND(2)WALL RETURN INLETS. \\ 0 ___ _ _ 6.PLACEMENT OF THE POOL EQUIPMENT SHALL COMPLY A "`-'-' "-'--"'--$*- WITH LOCAL CODES AND NEIGHBORHOOD RESTRICTIONS. --- --- • 7.EXISTING EL.RECEPTACLES WITH IN 10'OF POOL EDGE �� I• I i PrsN CTaE SHALL BE CAPPED PER NEC 680-22 A MINIMUM OF(1) I 1iZp RECEPTACLE SHALL BE INSTALLED IN COMPLIANCE WITH NEC 680-22(3). TYPICAL SWIMMING POOL ' B.SWIM-OUTS OR LADDERS ARE REQUIRED ON i7 RESIDENTIAL POOLS. _" l 9.ALL GLASS WINDOWS OR DOORS WITHIN 5'OF WATER EDGE MUST COMPLY WITH R308.4 FOR SAFETY GLAZING. '1 10.ALL REINFORCING STEEL TO CONFORM TO ASTM 615, m4 GRADE 40,REINFORCING SHALL BE#3 BARS W12'O.C. E.W.,WITH 15'LAP JOINTS WALLS AND FLOORS UP TO B. OVER 8',USE#3 BAR W 6'O.C.E.W. CONTINUOUS { 11.WHEN ANY PORTION OF THE POOL SHELL FALLS L WITHIN THE ANGLE OF REPOSE OF ADJACENT 0 \ • THE ST DETERMINED THE 1 ON 1 PLUS 1 METHOD.THE STEEL REINFORCINGLI SHALL BE INCREASED a) //'�\1I TO 6'O.C.E.W.I 2 12ALL POOL PIPING TO BE SCHEDULE 40 PVC,BEARING VARIES THE MARK OF NFS APPROVAL(UNLESS OTHERWISE d ._ _ t NOTED). Q 13.MAIN SUCTION LINE IS DESIGNED TO MET LOWwiOF0_.... 4.0' 1'-6" 7 0 NCK;v5 PS(MH) REQUIREMENTS OF THE ANSI/APSP-72006 FOR )uNCTK+l eOX + -MIN-TSWIM /-"-CONCRETE sus 51TH WAR ANTI-ENTRAPMENT.MAXIMUM VELOCITY IN SUCTION OUTla 6'XC N3 BARS GRADE 40.1z O.C. • • OR PAVER DECK11) INTERCONNECT LINES SHALL BEBFPS,MAXIMUM li' FFW�MtC-LLE 'VERTICAL AND HOR12UNTAL(TYPE ' VELOCITY IN SUCTION TRUNK LINES BES,B FPS,MAXIMUM V) W • I VELOCITY IN RETURN PRESSURE LINE SHALL BE 10 FPS AS U O - I/ ` PER ANSI/APSP-72006. CO l0 ran 8Ir2 I (I ( ,� f l J i '•. •':..1 - C },--k"r�- --� 1- 1:::. II 14.CONTRACTOR SHALL PROVIDE ADEQUATE D co .^5N te-; TEMPORARY FENCING AROUND THE CONSTRUCTION DY Lf) J 00 • b WATER LINE �__.. AREA PREVENT UNAUTHORIZED ENTRY INTO THE POOL Q V t..., �1 4S' `N' A"'t I :. tONPKTEO SOIL urIDFR AREA. N I� 1.4441 �. C? F• .y_I.I ti. , - COW 1E DE<x 1S THIS POOL WILL BE EQUIPPED WRH MECHANICAL N V yam, Lx Gr. • EQUIPMENT INCLUDING FILTER,PUMP.PIPING VALVES AND d TQo ;^QUARTZ FINISH COMPONENT PARTS IN ACCORDANCE WITH FBC 424.2.6 U i a UL APPROVED 9 PROVIDED BY PENTAIR,HAV WARD OR EQUIVALENT. L0 T i� uNOFRwnTeR LIGHt Q.T 16.ALL METALLIC POOL FITTINGS WRHM SOF THE INSIDE O ^ .7" I"�" A3 BARS IT 0 C. WALL AND DECK REINFORCING STEEL TO BE BONDED TO (.� EACH WAY(GRADE•01 THE POOL REINFORCING STEEL W/#8 AWG COPPER WIRE. Id J i�m MAN DRAIN RELIEF %)FF AllDR t THE DB WIRE IS 70 BE RUN INTERNALLY AND EXTERNALLY TO Am Up U ;,711 i� 111. HYDROSTATIC RELIEF VALVE IF REO) WITH THE NEC APPROVED PVC LIGHT CONDUIT FROM THE • N = [i] �. :.7..�� LIGHT NICHE TO THE JUNCTION BOX. > (V U 17.BOND ALL SHEATHED CABLES,RACEWAYS.METAL, TO-O ('7 C • PIPINGS AND ALL FIXED METAL PART NOT SEPARATED BY X > J ,........4 Te /� - ROCIO)ED POOL SHELL 3000 PSI CONCRETE A PERMANENT BARRIER.IF WITHIN 5 HORIZONTALLY FROM Ill m U_ I>• E_I F - PNEUMATICALLY APPLIED WATER AND 12'VERTICALLY OF MAX WATER LEVEL. COL 0) Z QIG , .,',, 6IN VERTICAL WALLS(TVP) 18.EQUI-POTENTIAL BONDING SHALL BE INSTALLED PER Q (J 'DEEP END FLOOR AND WALL REINFORCEMENT TO SLOPE BREAK 6IN COVES AND FLOORS(TVP) 2014 NEC PER FBC R4501. n N 5 'Q ' 47 BAR 12'ON CENTER.EACH WAY T 80 DEEP (' 03 0 NAN W 438AR D P ON CENTER,EACH WAY>8.0'DEEP AND OVER 1500 MIN.GUFNTE WAY BE SUBSTITUTED FOiR 3000 PSI CONCRETE 73 CO ..Y.' O SWIMMING POOL SECTION , L.L. CO 03 ire, ANSI/APSP-7, 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate OFFICE Cdp Minimum Flow Rate Required: 35gpm per skimmer (required: 1 skimmer per 800 sq ft of surf. area) 1. Calculate Pool Volume X X 7.48 (gal./cubic foot) = 9818 (Surface Area) (Avg Depth) (Volume in Gallons) 2. Determine preferred Turnover Time in Hours: 6 X 60 (min / hour) = 360 (Hours) (Turnover in min) 3. Determine Max Flow Rate 9818 / 360 = 27.3 + = 27.3 (Volume in Gallons) (Turnover in Min) (Pool Flow Rate) .FFRate System.Flow.Rate 4. Spa Jets: X GPM per jet= flow rate (No of Jets) (Jet Flow) (Total Jet Flow Rate) (For Single Pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool &Spa) Determine Pipe Sizes: Branch Piping to be 3 inch to keep velocity @ 6 fps max. at 136 gpm Maximum System Flow Rate Suction Piping to be 2.5 inch to keep velocity @ 8 fps max. at 117 gpm Maximum System Flow Rate Return Piping to be 2 inch to keep velocity @ 8 fps max. at 117 gpm Maximum System Flow Rate Determine Simplified TDH: 1. Distance from pool,to pump in Ft: 40 2. Friction loss (in suction pipe) in 2.5 inch pipe per 1 ft. @ 117 gpm = .09 (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in 2 inch pipe per 1 t. @ 117 gpm= •10 (from pipe flow/friction loss chart) 4 50 X .09 = 4.5 (Length of Suction Pipe) (Ft of head/l ft of Pipe) (TDH Suction Pipe) 5. 60 X .10 = 6 (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) Flow and Friction Loss Per Foot 10.5 (Schedule 40 pvc Pipe) TDH in Piping Filter loss in TDH (from filter data sheet) 1 Velocity-Feet Per Second Pipe Size 6FPS 8FPS 10 FPS Heater loss in TDH (from heater data sheet) 37gpm I 0.08' 50 gpm J .14' 62gpm I .21' Total all other loss 2" 62gpm 0.06' 82 gpm .10" 103 gpm .16' ,5 88gpm 0.05' 117gpm .08' 148gpm .13' Total Dynamic Head (TDH) 3" 136 gpm I 0.04' 181 gpm I 07' 227 gpm J .10' Selected Pump and Main Drain Cover: Pump selection Jandy 1.65hp VSP using pump curve for TDH &System Flow Rate (Pump model and size in HP) Main Drain Cover Hayward Sp1154 (System Flow Rate must not exceed approved cover flow rates) (Pump model and size in HP) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required In-floor Suction Outlets: (Check all that apply) e O 3' — O 2 suction outlets @ 125 gpm max. flow (see note 2) O ® ® O suction outlets @ gpm max. flow (see note 3) D I I channel drain @ gpm w/ por : ee note 4) a TDH Calculation Options ANSI/APSP/ICC Worksheet (For each Pump) Swimming Pool Energy Efficiency Compliance Information Check one Note:These Requirements Apply ONLY to the Filtration Pump Simplified Total Dynamic Head (STDH) Maximum Filtration Flow Rate Calcutlations Complete STDH Worksheet—Fill in all blanks Pool Water Voume 9818 -360= 27.3 gpm=filtration flow rate Total Dynamic Head (TDH) Complete Program or other talcs. Fill in Is there an Auxiliary load on the filtration pump?Yel 'NOM required blanks on worksheet& attach If so,what is the auxiliary flow rate gpm calculations Maximum Flow Rate 27.3 gpm(maximum auxiliary pool loads or Maximum Flow Capacity the filtration flow rate,whichever is greater. of the new or replacement pump The pool filtration flow rate shall not be greater than the rate needed Notes: 1. If a variable speed pump is used,use the max to turn over the pool water volume in 6 hours or 36 gpm whichever is pump low in calculations greater. This means that for pools of less than 13000 gallons,the 2. For side wall drains,use appropriate side wall pump shall be sized to have a flow rate of 36 gpm or less. drain flow as published by manufacturer 3. Insert manufacturer's name and approved Suction Pipe size @ 6 fps 2.5 inch maximum flow Return Pipe size @ 8 FPS 2 inch 4. See installation instructions for number of Filter Factors: (Cartridge .375)or(D.E 2)or(Sand 15) ports to be used 5. In-Floor suction outlet cover/grate must 27.3 _ 375 = 72 conform to most recent edition of ASME/ANSI (flow rate) (filter factor) (minimum filter size) A112.19.8 and be embossed with that edition Filter Make/Size Jandy 150C approval Backwash valve?Yes_ No El (if yes,must be 2 inch min) 6. Pump, Filter and Heater make and model cannot change,and equipment location cannot Pump Selection from APSP database on Curve A(less than 17000 be move closer the pool without submitting a gallons)or C (greater than 17000 gallons)(circle one) revised plan and TDH calculation worksheet for Model Jandy 1.65hp VSP approval Flow Rate(low speed) gpm @ rpm Velocity-Feet Per Second Flow Rate(high speed) gpm @ rpm (not required Pipe Size 6 FPS 8 FPS 10 FPS if no auxiliary load on filtration pump 1.5" 37 gpm 0.08' 50 gpm .14' 62 gpm .21' Pump Controls 2" 62 gpm 0.06' 82 gpm .10" I 103 gpm .16' 2.5" 88 gpm 0.05' 117 gpm .08' 148 gpm .13' Standard time clock/2 speed time clock f]_or other 3" 136 gpm 0.04' 181 gpm .07' 227 gpm Heater Model 4" 234 gpm 0.03' 313 gpm .05' 392 gpm .07' 6" I 534 gpm 10.02' I 712 gpm I .03' I I Notes: 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. a 0 Date Swimming Pool Specifications for: Owner: Segars Contractors Signature Address 1742 Sea Oats Dr Ryan Wells City,State,Zip Atlantic Beach Print Name CPC1458530 Certification Number 904-716-5254 Telephone Number Total Head In Feet Conversion Chart Inches Mercury(Vacuum Gauge) 0 2 4 6 8 10 12 14 16 18 0 0 2.3 4.5 6.8 9 11.3 13.6 15.8 18.1 20.3 1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25 3 6.9 9.2 11.5 13.7 16 18.2 20.5 22.8 25 27.3 4 9.2 11.5 13.8 16 18.3 20.5 22.8 25.1 27.3 29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 7 16.2 18.4 20.7 23 25.2 27.5 29.7 32 34.3 36.5 8 18.5 20.7 23 25.3 27.5 29.8 32 34.4 36.6 38.8 9 20.8 23.1 25.3 27.6 29.8 32.1 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 P 11 25.4 27.7 29.9 32.2 34.5 36.7 39 41.2 43.5 45.8 S 12 27.7 30 32.2 34.5 36.8 39 41.3 43.5 45.8 48.1 I 13 30 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55 16 37 39.2 41.5 43.7 46 48.3 50.5 52.8 55 57.3 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 41.6 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 55.2 57.4 59.7 62 64.2 20 46.2 48.5 50.7 53 55.2 57.5 59.8 62 64.3 66.5 21 48.5 50.8 53 55.3 57.6 59.8 62.1 64.3 66.6 58.9 22 50.8 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 71.2 73.5 24 55.4 57.7 60 62.5 64.5 66.7 69 71.3 73.5 75.8 25 57.8 60 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78 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 69.2 71.4 73.7 75.9 78.2 90.5 82.7 28 64.7 66.9 69.2 71.5 73.7 76 78.2 80.5 82.8 85 29 67 69.3 71.5 73.8 76 78.3 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 87.4 89.6 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92 32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92 94.3 33 76.2 78.5 80.7 83 85.3 87.5 89.8 92 94.3 96.6 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 35 I 80.9 183.1 185.4 87.6 89.9 192.2 194.4 I 96.7 98.9 101.2 * NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. ** GAGES TO BE INSTALLED AT THE TIME OF FINAL INSPECTION FOR VERIFICATION. JTechnical Specifications al-i CS Series Filters -- Pro/Series by ZODIAC 111 11 14'I' IF . 0 ';'''':',..-$: a ,f;." 1T 1 —'ill. - n IIIIII1I1IIIII ii --;--1,t,-7.7:'-,;:,!„--%.,...,,f ;Hill i 207 ,-, ,,.: `YF C.-1,--<' 18'h" 011111 -- Bell 3,/4. Part No. Description Size Specifications and Dimensions,CS Series Filters CS100 CS Cartridge Filter 100 Sq. Ft. Model No. CS100 CS150 CS200 CS250 Filter Area 100 ft2 150 ft' 200 ft' 250 ft' CS150 CS Cartridge Filter 150 Sq.Ft. Design Flow Rate 1 gpm/ft2 .85 gpm/ft2 .625 gpm/ft2 .5 gpm/ft2 CS200 CS Cartridge Filter 200 Sq.Ft. Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm CS250 CS Cartridge Filter 250 Sq.Ft. Six(6)Hour 36,000 45,000 gal- 45,000 45,000 gal- Capacity gallons Ions gallons Ions CS Filter Head Loss Curves Eight(8)Hour 48,000 60,000 gal- 60,000 60,000 gal- Capacity gallons Ions gallons Ions Normal Start Up 6-15 psi 6-15 psi 6-15 psi 6-15 psi s _ Pressure _ 3 Max.Working 50 psi 50 psi 50 psi 50 psi Pressure Design 6 Design Cartridges 1 1 1 1 Head Pressure Required Las — 2 Drop (n head) 4 (Psi) Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs. Height('A') 323/e' 32W 421/2" 421/2" — t 2 0- — 0 0 30 60 90 120 - CS150 Flow Rate(gpm) -- CS200 — CS250 CS100 www.ZodiacPoolSystems.com 092011 Zodiac Pool Systems,Inc.SA6259 0611 ZODIAC®is a registered trademark of Zodiac International,S.A.S.U.,used under license. VS FLOPRO 1.65 HP ,..._ Plfia',' OFFICOP VARIABLE-SPEED PUMP .. C�nd BASE CONFIGURATIONS --"7"•5—, - r t7 I 1 Ut l lf'ti `. Contig. Model No. Base Incl.? Lines Up to i 1 VSFHP270JEP Y Hayward'Super Pump° Q l : - _- st.0P�" .. required VSFHP270AUT Y Sta-RiteOSuperMaxs VARIABLE-SPEED PUMP VSFHP270JEP Y Hayward Super IC Small base Jandy Pro Series Plus HP rifiz., I•It_MMINIMlll VSFHP270AUT N &Max HP VSFHP270JEP Y Pentair `'� nl Small base ' rLlrl� w/spacers Sta-Rite Dyna-Glas VSFHP270AUT N Save up to 90% on energy costs VSFHP270JEP y Ste-Rite Max-E-Pre Small base. Sta-Rite Dura-Glas® '�t!�u°' with the VS FloPro 1.6 5 HP large base` Mr Sta-Rite Dura-Glas II,VSFHP270AUT N Sta-Rite Max-E-Glasx Variable-Speed Pump2 DIMENSIONS VS FloPro is designed with an innovative adjustable base, - —--26 114' allowing for simple installation on new construction, - ,o II r _11 or-----.-!, or quick and easy replacement of existing pumps. _ i r'il ,; suited for applications with 1.5" or 2" plumbing,the VS `' 1 �!' ' -` '.i FloPro is designed to be operated at energy-saving lower 'Z'" ' g r3 . - NC 1 - 7a.4. _. speeds for maximum efficiency. J Al ' 1 I % _-�� nr >> Ultra high-efficiency motor —6,n--I o7a Features a totally enclosed fan-cooled (TEFCI Solt Hobe, From Edge oiumenm Cotter to curter Center d eon Hoke permanent magnet brushless DC motor for cooler operation and extended motor life. SPECIFICATIONS >>On-board digital controller included' meal Two timed speeds/8 speeds total.180°rotatable t j Horse- Recommended Carton Overall and remote mountable for easy installation. 111 ;x- -P i Model No. power Voltage Max Watts Pipe Size— Weight Length Reliable battery backup ensures time and f ass.1 116116 , settings are stored during power outages. __ v5FHP165JEP 1.65 230VAC 1,600W 11/2-21/2" 461bs 251/4" vSFHP165AUT' 1.65 230VAC 1,600 W 11/2r2Vi' 46 lbs 2514" >> Compact -_-- VSFHP165AUT High-performance pump in an ultra-compact body. Fits easily in small equipment areas. PERFORMANCE > Additional features VSFHP165 PERFORMANCE CURVES • Adjustable base included' 100 • 2"unions and 2" internal threads o ,e • Ergonomic easy-transport handle i 80 • High profile easy-grip handles with large capacity basket o 70 >> Complies with Appliance Efficiency Standards o ,3350 RPM (CEC Title 20 &ANSI®/APSP-151 and qualifies for .o power rebates,where offered. S 30 —1750 RPM Q 1060 RPM Y20 730RPM 1.? 10 0— Q 0 10 20 JO 40 50 60 70 20 90 100 110 120 130 110 150 100 110 160 190 200 FLOW GPM 'Up to 70%quieter than traditional single-speed pumps. 'Actual savings dependent on pump horsepower,usage and energy costs. 'Does not include adjustable bases or user interface.Intended for use with AquaLink R5,AquaLink Zodiac Pool Systems,Inc. PDA.or AquaLink Z4 control systems. 2620 Commerce Way,Vista,CA 92081 `Optional:Part#R0546400 -t' 9///ff jjj///�� luyQ* 1.800.822.7933 I www.ZodiacPoolSystems.com 'Always follow local building and safely codes for pipe sizing and guidelines. Zodiac Pool Systems Canada,Inc. ©2015 Zodiac Pool Systems,Inc.SL6210 Rev 0 0415 ' 2115 South Service Road West,Unit#3,Oakville,ON L6L 5W2 ® Ck ZODIAC%is a registered trademark of Zodiac International,S.A.S.U.,used under 1.888.647.4004 I www.ZodiacPoolSystems.ca \ license.All other trademarks used herein are the property of their respective owners. OFFICE COPY HOME I CONTACT US I BUYPOOLGUARD 1 PRODUCT MANUALS!WARRANTY REGISTRATION -'+ WARNING S Read Before CO I 91 ucird4 ,,,t-tr--„ ::a.,c, You Buy 404.00•000.•••ftioll i'i1c1-:ce'iii .iii4-:tisk 41,flat a i.ID Poolguard Alarms: INGROUND POOL ALARM - MODEL PGRM-2 •Pool Alarm—Model PGRM-2 •Pool Alarm—Model PGRM-SB •Gate Alarm //c Door Alarms - NEWtR )"NSF Certified to ASTM F 2208-08" •Door Alarm-DAPT-2 I --, - I (Sounds in 7 seconds) •Door Alarm-DAPT-Wr Model PGRM-2 Installation Video (Sounds immediately) MEETS NLI AK .4,,` Other Information: __. •Contact Us _ •Buy Poolguard �� i t ; •Product Manuals IP . •News From PoolguardAs Well As the states of CA, •Warranty Registration Lii! '' CT, FL,and TN •Model PGRM-2 Installation Video - •Model PGRM-SB Installation Video -:, .,.,: •Detects Intruders •Sits on Deck Wit. {, - = •Battery Powered ,:`:ter •_ z" ,: �� . s •Low Battery Indicator `"' •New Sensing Technology r •Easy to Use •Completely Portable •Automatic Reset .i.r.isius-- •Affordable Price • Important Safety Feature •In House Remote Receiver •Horns are 85 dB at 10 feet .. -- POOLGUARD/PBM INDUSTRIES, INC. has been manufacturing pool alarms,door alarms, ., and gate alarms since 1982.All Poolguard products are proudly Made in the USA. Poolguard Pool Alarms were tested and"Top •,, Rated"by Good Housekeeping Magazine. Poolguard Pool Alarms have been Tested and ' Certified by NSF International to the ASTM w-r Standard Safety Specification for Residential re Pool Alarms,ASTM F 2208-08. POOLGUARD IN GROUND POOL ALARM NSF CERTIFIED TO ASTM F 2208-08 NEW Weatherproof Design NEW Sensing Technology NEW Microprocessor Technology 3 Year Warranty 01 HAYWARD OFFICE COPYISWG1oµ8COC Rev CERTIFICATION OF COMPLIANCE Contains: WG1o48E, WG1o48EBLK, WG1o48EGR, or WG1o48EDGR Description: 8" Round Suction Outlet Cover Ratings: Floor: Wall: 72 GPM Open Area: 8.1 Sp-in Certified to Comply with ection 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act codified at 16 CFR part 1450. Initial Certification May 2011. Manufactured: After September 10, 2009, by a Division of Hayward Industries, inc. at 1(4-A, 214028 • Block K4- A, Export Processing Zone Wuxi New District Jiangsu Province PRC 214028, CChina, or at One Hayward Industrial Drive, Clemmons, NC 27012. Certified by Hayward Pool Products, 62o Division Street, Elizabeth, NJ 07207, Phone 908-355-7995 Contact at www.haywardnet.com Record Custodian is Customer Service at www.haywardnet.com. Hayward Pool Products P.O. Box 5100 Clemmons, NC 27012-510o, Phone: 336-712-9900 http://www.havvvard-pool.cam/pdflliterature/8inroundCOC.pdf Date of Mfr:The Lot Number shown on the product label contains the Year&Month of manufacture. The first number represents the year(ex 1=2011) and the second character the month (A=Jan, B=Feb, H=Aug, I is skipped, J=Sep, etc) Tested to:ANSI/APSP 16 (ANSI/ASME 112.19.8-2007 (addendum 9b-2oo9)) per Section 1404 of the Virginia Graeme Baker Act(VGB) Pool & Spa Safety Act.Tested by NSF International,789 Dixboro Road, Ann Arbor, MI 48113, Phone 734-769-8010 in April 2011. Certificate at: http://info.nsf.org/Certified/Pools/Listings.asp?Company=21600&Standard=ASME19o8 Date of Installation: Suction outlet components have a finite life,the cover/grate should be inspected frequently and replaced at least every 7 years or if found to be damaged, broken, cracked, missing, or not securely attached. Hayward Pool Products acknowledges that it is a federal crime to knowingly and willingly make materially false, fictitious, or fraudulent statements, representations, or omissions on this certification. 6" SPACING BETWEEN MOUNTING HOLES USED oN FOLLOWING SERIES: ; ,P ,-, / 00 00•' WG1o3OAVPAK2 SP103OAV PAK2 •OQO000�� WGip48AVPAK2 SP1048AYPAK2 c"�• 000000 Ali•• WG1o49AVPAK2 SP1O49AVPAK2 0000000wG1051 AV PAK2 SP1051 AV PAK2 4�7 3J4 :•0000••00_0_0_••• ., SUCTION OUTLET 4I U 0000•••0 ,_,..,1 1 WG1O52AVPAK2 SP1052AVPAK2 •OOOO• •0000• COVER W GI 048E • •00000gWG1OS3AYPAK2 SP1053AYPAK2 b WG1054AV PAK2 SP1054AV PAK2 a00000 O•0.0000• •,• WG1154AVPAK2 SP11S4AVPAK2 • ! • A Warning—Suction Entrapment Hazard. Suction in suction outlets and/or suction outlet covers which are installed in a small area and/or below the surrounding surface can cause severe injury or death due to body entrapment hazard. To reduce the risk of body entrapment.installation of the field fabricated sumps must be such that the top of the mounted cover is a minimum of 11/2"above the finished pool surface over an area larger than 40"on a diagonal