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1765 Selva Marina Dr POOL19-0038 COAB Permit Form with Conditions - Renewed
OWNER:ADDRESS:CITY:STATE:ZIP: CLINE CHRISTOPHER T 1765 SELVA MARINA DR ATLANTIC BEACH FL 32233-5638 COMPANY:ADDRESS:CITY:STATE:ZIP: POOLS BY JOHN GARNER, INC.4049 E BUCKSKIN TR JACKSONVILLE FL 32277 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172018 0000 SELVA MARINA UNIT 05 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1765 SELVA MARINA DR SWIMMING POOL SWIMMING POOL RESIDENTIAL SWIMMING POOL - Renewed $60000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 12/9/2019 PERMIT NUMBER POOL19-0038 ISSUED: 12/9/2019 EXPIRES: 2/18/2024 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $320.00 BUILDING PERMIT RENEWAL 455-0000-322-1000 0 $69.20 BUILDING PLAN CHECK 455-0000-322-1001 0 $160.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.20 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.80 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $761.20 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 (Advanced Disposal, Realco Recycling, Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers, JDog/Dennis Junk Removal, All American Roll Off, WCA Waste Corporation). Container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 2 of 2Issued Date: 12/9/2019 PERMIT NUMBER POOL19-0038 ISSUED: 12/9/2019 EXPIRES: 2/18/2024 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 cm..Aii City of Atlantic Beach APPLICATION NUMBER 4 k Building Department To be assigned by the Building Department.)` 800 Seminole Road 38 lii Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845y7'Pje E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM n Property Address: 7(r J GLV/ ' ` (Z t fV De• • 1 ent review required Yesi No I guile .• Applicant: P001. b pRio Cp 2ium - -nnin• &Zoning) Q oo Tree Administrator Project: lJl ( (\/L.„, k)c C lic Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District j' S. Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: Approved. Denied. Not applicable Circle one.) Comments: BUILDI PLANNING &ZONING Reviewed by:aDate: 1/ ' `i” q TREE ADMIN. Second Review: Approved as revised. Denied. 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 Permit Application OFFICE COPY Updated10/9/18 s ,s Building pp r, City of Atlantic Beach Building Department ALL INFORMATION V 800 Seminole Road, Atlantic Beach, FL 32233 HIGHUGHTED IN GRAY 0.819',. IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: I flip 6- Se.lkla pRanno, Df Permit Number: DOS..t 1 -0 0 Legal Description,cetta00. X C(lO £AYl 1*'1- .3 LC f 4 EITX-k j) RE# /7d d/ - ODa O Valuation of Work(Replacement Cost)$ Cof)CD 0 Heated/Cooled SF Non-Heated/Cooled Class of Work: New Addition DAlteration Repair Move ODemo cool OUo r C 9VEL.,, D Use of existing/proposed structure(s): Commercial 19Residentiai if an existing structure,is a fire sprinkler system installed?: Yes ONo 8 019 Will tree(s)be removed in association with proposed project?DYes(must submit separate Tree Rem ermit) No Describe In detail the type of work to be performed: 0_,Ons kc - ,3i:wl1d ,poo 1tO -4`vo-iers Building Departrnen n11c B ,ctt.,l1, L Florida Product Approval# for multiple pro s a approval form Property Owner Information Name Ck(1clS p Pr r c SGL-V iD0 et C-I int Address 11-1(05 Sei,QC'. '(Vla.x WO% 17C City Pi-`I-(aC BPCCCJ(1 State Pt Zip 321,33 Phone 9014 5061 094-1146 E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information n Name of Company 4nol s log D)U'l G Lina V Qualifying Agent c111 ACEI 11U Address 1 S Mat-c-he S'1- City 31116 State rt Zip 3221( Office Phone QOI) 10-, '(OD Job Site Contact Number I State Certification/Registration# eQe NCI 5is(-1 E-Mail Q.'f 11.seJ' DDD1S. 0. MVO CtSr-.aec- Architect Name&Phone# U Engineer's Name&Phone#N Workers Compensation Insurer ( IAEr \ L..YOR Exempt Expiration Date Q z • Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or instaltatichfis) zF- commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulat g W 0 construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS) co 0 ZQ WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements Dti c3 O permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,LWicE G there may be additional permits required from other governmental entities such as water management districts,state agenci cZ Q O Z federal agencies. U H CD OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with g Q - Z applicable laws regulating construction and zoning. LL U. ccOLijwui j: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MA1P } wLi o RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INT NI Li w 5 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A) i ORNEY BEFORE j cc LU 5 RECORD N OMMENCEMENT.j cc Signature of Owner or Agent) f': ?e•- of ontractor) Signed and sworn to(or affirmed)before me this 6 day of Signed and sworn to(or affirmed)before me this l5 day of ICAP1 b 2?'1 ,vc,Q- LIQ-t- , 261°1,bY 4Li-s1 la ( Signature of Notary) ture of Notary) or N.N. Notary Public State of Florida Denise Holmes Nota Public State of Florida P o M Y C$qtmm^"ss i,GG 257812 Personally Kn. reg , Notary crag Produced Ide a Denise Holmes r-• -. •• i . i• n ntMyCommissionGG257812r10CU1_ Type of Identifica••r1! M& Expires 09/12/2022 Type of Identification: irIlijrr, City of Atlantic Beach APPLICATION NUMBER Ai- Building Department To be assigned by the Building Department.) 800 Seminole Road t?)U L 8ti...,, s,-) Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 1111117? E-mail: building-dept@coab.us Date routed: l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7(25 BVI* 11, ` j.\lZ i N P Department review required Yes No uildia Applicant: ?OOL$ 10 C.1 p CA-RA364-- ------2----nnin &Zoning Tree Administrator Project: '( ( (V\_AA( k )c-\ 00 L Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation 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 7. Reviewed by: Date: TREE ADMIN. Second Review: A roved as revised.pp 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 S.:Ly;City of Atlantic Beach APPLICATION NUMBER r rt- " , Building Department 1 ECE1VL To be assigned by the Building Department.) ri800 Seminole Road POO L II _ ; 38s 3S4 Atlantic Beach, Florida 32233-5445 12 2019 l Phone(904) 247-5826 • Fax(904)247- 19%' E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: t 7( 7 5 eaLV/3 )( l A 2 ENA De_paztg ent review required Yes No uildin• Applicant: i OUt. y OL—IV (LI\J nnin• &Zoning t Tree Administrator ublic WorksProject: auct 0.A.A \,t ASCI 00 le. Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. Denied. Not applicable Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed Date: TREE ADMIN. Second Review: Approved as revised. Denied.pp Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:Date: FIRE SERVICES Third Review: ['Approved as revised. [Denied. I 'Not applicable Comments: Reviewed by:Date: Revised 05/19/2017 N i' i 4N k it' i . z, 4, -,:, - Qhf . g x % 7s S..A v4%--' fk ---- k C` C c K K K h R CC h Q k R p‘ Q` o P - mac t\, \ sT IS- C 4 N z, \ cm i N ''''% w S 'l\ s r J-. , Comp. By:S/VN rJ Date: 11/25/2019 1 J,31> Public Works Department City of Atlantic Beach Permit No: RES 18-0357 Includes Pool Address: 1765 Selva Marina Drive Required Storage Volume Criteria: Section 24- 66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9. 3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 29,396 ft2 Runoff Coefficient Area Lot Area Description ft2) ft2) C" Wtd "C" Impervious 7,662 29,396 1.00 0.26 Pervious 21,734 29,396 0.20 0.15 Runoff Coefficient(C)= 0.41 Runoff Volume V= 0.41 x 29,396 x 9. 3 12 V= 9,307 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 29,396 ft2 Runoff Coefficient Area Lot Area Description ft2) ft) C" Wtd "C" Impervious 12,985 29,396 1.00 0.44 %ISA= 44.2% Pervious 16,411 29,396 0.20 0.11 Runoff Coefficient(C)= 0.55 Runoff Volume V= 0.55 x 29,396 x 9.3 12 V= 12,607 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 12,607 9,307 DV= 3,300 ft3 Retention Selva Marina Drive 1765 11/25/2019 r f , Comp. By:SIW Date: 11/25/2019 6'° 1111, z1 Public Works Department City of Atlantic Beach Permit No: RES 18-0357 Includes Pool Address: 1765 Selva Marina Drive Provided Storage: Elevation Area Storage ft) ft2) ft3) Back 9.0 300 0 BOTTOM size 30 X 10 11.0 1,800 2,100 TOB size 60 X 30 Elevation Area Storage ft) ft) ft3) 0.0 75 0 BOTTOM Front 15 X 5 0.0 500 0 TOB 2 @ 25 X 10 Elevation Area Storage ft) ft) ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d"pf A=Area= 2300.0 d= depth to ESHWT=6.0 pf= pore factor= 0.3 Inground Storage= 4140.0 ft3 Required Treatment Volume= 3,300 ft3 Supplied Treatment Volume= 6,240 ft3 Retention Selva Marina Drive 1765 11/25/2019 Doc # 2019258041 , OR BK 18996 Page 1952 , Number Pages : 1 , Recorded 11/07/2019 01 : 50 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10 . 00 OFFICE COPY NOTICE OF COMMENCEMENT State of Florida Tax Folio No. 172018-0000 County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. 25_ Zcf Legal Description of property being improved: Selva Marina Unit 5 Lot 4 Block 11 d" 2 1 ' I Address of property being improved: 1765 Selva Marina Dr. ACL A +cc, 4./4.c. PC—2-7 3 General description of improvements: construct in ground pool Owner: Christopher or Barbara Cline Address: 1765 Salva Marina Dr. Owner's interest in site of the improvement: fee simple Fee Simple Titleholder(if other than owner): Name: Contractor: Pools by John Garner Address: 1529 Marcheck St Jacksonville FL 32211 Telephone No.: (904) 743-2060 Fax No: (904) 745-6150 Surety(if any) NIA Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served:Name: N/A Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: NIA Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Sig d: =Date: l f'•'/S-i Be ore me this ‘• day of beLt 2Olc1 in the County of Duval,State Of Florida,has personally appeared Notary Public at Large,State of Florida,C. • • My commission expires: IOW Not*ry Public State of Fioru3.. Personally Known: Denise Holmes Produced Identification: nny commission GG 257812 E p.es 00I 11/206? tti ar 92 6 3AIN9 'I/111YR 111,135 a I ' ' 4 j t, a wisY3at).11'9St M.91,8[3.1 1{ JrF — 1 ' r'1 =yl • I 4q--, ly 5 iI b 0, I k '16 ' Ci' I e p 11'141 I P I — =VIIpp% I I co I 11111111 J II irrogo_ ___. Liice' jP o1- 1. tea 115-ISI . l i I, j ~ I _ It k.rsna•u i I I' I I I iz 11 ,iii IIail low C..; iC l Il t„.' I Q it Io — 14=111p =mom a- ii no i 11 11( li C ___ -- I II_ii I I I I ! I g I 7, II,- i, ki b. I '. 1.-;I I j". SI 1 gilF y4 S I Aa N,____" 2 „ f 7, 1 „ 1 1 I 1:3 .:171 3 , mggoitcz Ad03 '331 0 ii; 9g- CLINE RESIDENCE1So 4- u 4 r r NEW BUILD RESIDENCE Pi mVJo ZO Z gl 0z® i . 1765 SELVA MARINA DRIVE 4. 4n`d O c5 ATLANTIC BEACH, v WO Y AY ISIZEO SITE CONDITIONS PROPOSED SITE CONDITIONS fielTSIZE-29,497 SE 1001 LOT SIZE-29.497 SF mos MCP ERNOUS SURFACE-7.662 SF 261 PER SURFACE-12,879 SF 14.66 0 PSE Hg15E FOOTPRINT-1,170 6F VAIN HOUSE FOOTPRINT-3.695 SF C] w1 0 1 B, Z DRIVEWAY-,,3„SF GARAGE I-872 SF EUTHENICS T P08.DECK-745 SF GARAGE 2-524 Si WALKWAYS e/STEPS-914 SF POCABANA -380 Sr STUDIOG 9 m ^ 7] W A/C,POW EpRP.PADS-71 SF D W SWAY-4,193 SFOyv0PATIO-315 SF POOL DECK-2,151 5F LAND ARCHITECTURE 4.4.,„„Q PLAYHOUSE-1]6 4 PORCHES,STOOPS,FIRE PIT-061 5F COMMUNITY PLANNING LOT 5C m flNWS SURFACE-11.835 SF 7411 A/C,POOL COLO.PADS-103 SF URBAN DESIGN BLOCK 11 v\ O PERVIOUS SURFACE-16,518 SF. 56.01 904 JJJ 7483 1451moreaancaet.nel v m VINO-R5-L,RESIDENTIAL SINGLE FMK?-LARGE LOT FLORIDA REG. NO.1160 Vv SIVA NAMINA UNIT NO.6.LOT A,BLOCK 11 GEORGIA RC4 HD.688 t?.., T B001L 34,PAGE 51 N 75.21'10"E 155.40'(MEASURED) 1 is -r. 94 e T,— --------- 7-...--_, ==..--,---.........=•= 11PROPOSED RESIDENTIAL STRUCTURE I 4 P. Ir.3' NEv+ca1¢rAunlox Aeu rAwurKw KW.ecsaEHCEI q]1..0' °R. S 0 1051 0 Aerxu: en FrBASIN 6A• , 10.3' 0\\ v nnooN 7.1' 8 1 1 4- T Cl LOFT 000 uroFSNrED msanRECYCLED6" _ - 71.17 O D C) 1 F' Y HpR cpeBRICKBANDQ AL ENCLOSEDAOAeu4me senSEAL 4SE ll Ali f_f4 E AaE".Pfy }7.B' Y4,lRL I SO 1 111 4.2'" POP- UPf.. 6 _ DRAINAGE I MASTER wrW.eGUESTHeune,IFaVTH1: FFE VALVEIllr 11(GARAGE 1'—' 1}5 K. 10.5' J`ro+AI EHCLe9EPNONAi(:AeFA: .exl sen i 11'10'I J I saHa.AGMEA: n. yP„LL-111111111=1..1111111. 111-1I r UMPDR H.SO n. AA E66 6 i:if aIMMMl zz5 4 o SOUTH POMO, NOHA RREA Aen. ROCK SALT i1.2 III n 12_r..25 Li MEDIA , s, 41asen VI FINISH C NC. 1, 0 En DRIVEWAY r, 9.B' 48 I O ytDIll f 10.92' IENTRY I LLI' 11'I' r1,, . I12.25' 12 25 Iv I 1 L, I- _I A BASIN J UZVIjjZ13 w14 V/ Q CtLLIm_ I o7 FINISH CONC. a 4 1I----•• ---J 12.25' _L rn p' 6., DRIVEWAY 6..YIr:s.i C '} IlIB ' 1 I Z Z POP-UP 11.55' } LLJ to Q DRAINAGE 11.35'(I II;4•• I z QDVALVE9.2' r li BB zI Y:`III 1 r. i , gH' II IIIW 12}45 -'I Il.5' y40 2*,, P4 /,.., J U 17Pe 11.90' 1192, I l in,W11 Tl !IB i o t—w GA'E —C' m 8.7+ 11.96' y 92' 1— 11.97} 11.•2' 2 1 m 1 I 1.96}1 1} 1.92' POW LOGGIA 4 1 PT GARAGE WilI' F+ v 11.75' ^ _.__ GP,_,!?175. OII.BO' Psii.vr. ..F. 1 5 m.. e 96' POW 2 :*,17.9} j ' M' 11.6 --- DECK i SHEET 711LE 41 Jr 4 i 11.90' i BlIN ! Or TRAVERTWE I }3.85'dint yr 1F O nA y 9 • OECKK 'I' aee- -j 1}.BO' 14. IdA GRADING 8C b' n {' 1.111 6 • I: P 0 0 L j5P I ..1,_ 490t. 1,BL 11.85 _—__ 11.0• e 41, I111 IRuI. 1 1 -,,,i.HS• ; : j` LOT 9 DRAINAGE 1.85'.._.. W FIREPLACE BLOCK 11 PLANOCATV`. II }3.85' 1 IO I.MASONRY ' I FIRE PIT a s, POP-UP 6 lI suN Lr I ' I k PATIOQ4, 1.71''P i'L85'11.0' O1tAWAGEVALVE AA 1 POOL : _ 'S_._ L3.1 1 O' - I A:.a. is .q 1.68• 1.t 3'i DECK n.7s 11 75' 11.75• KEY Q • 40 11.62 71.15' '''''.4, GUTTER RAN LEADER A _ POW EQUIP,PAD 4R, Q 7R - T TO PIPE SEPTEMBERDATE E30,2018 v S 7525'10'W 200.27'(MEASURED) 12812 NDC YARD DRAIN 805 REVISIONS ZW 8x6 BRASS JOSAM DEEP DRAIN BDD BS SQUARE NIKALOY LOT 3 M-DIRECTION OF FLOW SCALO 10' N BLOCK 11 4" ABS SEWER DRAW PIPE 24'•38' NORTH SHEET II L2 R 1-• SPOOLS 6y 90YINGAVVEl, INC CFC 049389 1529 9y1AECTCS7R;EE7 jAcKsorrimLE, FL 32211 904-743-2060 FAX 904-745-6150 wurw johngarneipools.com garnerpods@comcast.net November 6,2019 City of Atlantic Beach Building Department Attached please find a permit package for:Residential Pool permit application. Please note this pool was approved with the house plans as part of the total impervious coverage prior to the ordinance reducing the impervious coverage to 45%. Cline Residence 1765 Selva Marina Sr. Atlantic Beach This pool will be built according to the following: 1) Occupancy class is Group R-3 2) Florida Building Code—2017—6th edition 3) National Electrical Code—2014 Included in the permit package are: 1) Recorded NOC Lot sq. ft 29,497 2) Permit application Impervious 12,979 3) Tree Affidavit(w/permit#RES-18-0357) Total impervious 44% 4) Proof of ownership Total pervious 56% Pages are as follows: 1) Pool design 2) Pool on survey 3) ANSI/APSP 7,7& 15 compliance sheet 4) ANSI/APSP 15 Energy Efficiency compliance information 5) Pump curve sheet 6) PLM filter series filter sheet 7) PLM series filter flow rate curve 8) A&A Channel drain certificate OFFICE COPY 9) A&A Channel drain flow rate&installation 10) Gas heater sheet 11) Sheet 1 of 2—SI Typical plan sections for residential pool/spa 12) Sheet 2 of 2—S2 Typical plan sections for residential pool/spa Please let me know if you need additional information. REVIEWED FOR CODE COMPLIANCE Sin erely, , A CITY OF ATLANTIC BEACH Jo N.Garner, Sr. 1......SEE PERMITS FOR ADDITIONAL esident REQU,REMENTS AND CONDITIONS REVIEWED BY: /? DATE: 1/"c) Lf./7 Pool 544 sq ft 7' x 7' spa flush Coping 108 ft Deck TBD A+A Quick Skim Wide mouth skimmer i COLOR CASCADE BUBBLER 7: 2 UMBRELLA HOLDERS 38 ft. o Y/ 6' 4' Splashdown fountain hilNI141 / 0 1 l 30 ft. m CD Pools by John Garner Phone:904-743-2060 Designed by: 2 Cline Residence SCALE: 1/8"= 1' i 1529 Marcheck St. John Garner Designed 1765 Selva Marina Dr Jacksonville FL 32211 Fax: 904-745-6150 7/10/2019 for: 4 EXISTING SITE CONDITIONS PROPOSED '1e CONDITIONS Y LOT SIZE-29.497 SF 1001 LOT SIZE-29.497 SE IG0.06 C2, cop IMPERVIOUS SURFACE-7.662 SF 261 6p w.00us SURFACE-12.979 SF 14.02 I A 49015E FOOTPRINT-4,170 Sr DARN NOUS(FOOTPRINT-]695 SF O V- . POOL AY MC% 1.311 5E GARAGE I-612 5F EUTHENICS POOL OFCK-745 SF GARAGE 2-624 Sr wALKWATS a STOPS-914 V GPOOL CABANA _390 Y STUDIO A/C,P00.MAP.PAIS-71 Sr DRIVEWAY-4.193 SF PATIO-315 Sr POOL 0EO(-2,451 SF LAND ARCHITECTURE PLAYHOUSE-136 SF CHES.STOOPS.FOE PIT-661 SF COMMUNITY PLANNING LOT 5 PERMdIs SURFACE-21.835 s< 74% A/C,POOL EDW.PADS-103 SF URBAN DESIGN BLOCK 11 PERVIOUS SURFACE-tame SF 5601 904 333 740.7 ke6maeOcgnearLnet ZONING-RS-L.RESIDENTIAL 591 1E PANLY-LARGE 107 FL0R100 REG. 110.1160 ELVR MAMA UNIT N0.6.LOT 4.BLOCK 11 GEOM. REG.NO.668 RAT BOON 34.PAGE 51 Q 4 _-N 75'21.10'E 155.40'(MEASURED) PROPOSED RESIDENTIAL STRUCTURE kt 'F?• t o. 1..3• NLWPOYIANCTONAAG TAMILAT,54.,Ne AesoENcEj 1.0' .. S 3. 4J\, nl FLOOR.SE AAu BASIN aroFEao6LER .. w RECYCLED 9 8' r. r. ri 4'1\ NOON OANADE ODDEST EOM R demonNOR yi,'„ BRIG(BANG t4 j .jL ,OX11/ 4S t,• TmAL ExcaoeEOA.c w1FA aaN.n Fl. SEAL 4. 4ENCLOSED SON-s.0 ARO 1... WA.601.17m907Ppp-UP C I!'I.0 D II='I MASTER I wrtwt apes*aATFxteaDTg fr+ean. DRAINAGE 11.17'ERr I I, FFE VALVE GARAGE ' MI , ` 12.25' 10.5' fNNYKAIwlpHPNAtMu ION.n 11..0' w , JI + II NI SO Pi. a6 nay• J 11.35• O S FFE ' O, 9wµ49 N NSG MES wenn Es I i'1225' YED1A ' , 0 JUTAL DEOES SEEN Ftagn n sH Nc. 11.201' IIIn + ' m NEwA9 B• At.r I r 10.9'12. 25'FFE l' IIIII 1 J y. RA lit12. 25 / w 10. 8'1-_-_--. I BRAN E2 O MB caNZ w a E2 10. 0' 10.1•+ '` z O 3 II--OI IJJw a ZRECICLEO49. 10' I I POP-UP QM_ I X. \ BRICK BANG AINAGE VALVES0 y j rr_z m . 11. 3 ..P 0 V/o aD tI9.75 I I I w -Ia W 11.2' m7 ' mp FICt04n 1 P 3• q 3 WVO IFFIINIISHCONC. 4" r - - J 1725' L A Z (n~< r, N6 DRIVEWAY .. •• I I. 11V..1011C S® + Iele o;;.<*. A w Ui Q m C PDP-UP 1155' 11.35'II I ._._..._ iI Y' AINA a VALVE p I v• I'll'u p[ VIII [ 4 w 1235' III I1.5• s 0 4J 1. /y 4S TiIF. `Tq Ali liim' 2' tJ J ia 11. 09' L 15 92' 17.92+ 1 ) j 1. 74' 11. 9e+1:+ 1.92' 2 Nial POOL LOGON 14.r im GARAGE FEEv 1,.75 a in,11 75. O11.B0'to 71 88' 8.. A.A.".,` 7441. 75• ,r"*.117. 8\n- t....T DECK SHEET TITLE 11.87 1 85 11 DECK h y1'x r S 11. 90' ;F I TRAVERiME +J.BS' 880} jp1. l' N P001. 11. 85 ' 11.:•' 1 4'• i01JfR9 • 116q. DEC% r_.,_ + I 11111.85j GRADING &0. n I `L !* l • J POOL :ISP",-gg 7 1- , f9--4 4 ------ 11. 0' I LOT 9 DRAINAGE I.--- I If.65 I • FIREPLACE BLOCK 11 PLAN i11.85'}. . .I MASONRY `7f j 8GAT 3.85' 71}0' I FIRE PIT 8 51.41 aN[U_ 1 L,-I k PATIO 11. 0'I V POP-UP r. 101.65'AGE e-A. ip ',tits. , ' %: y J oior.v KEY Ia1.68• ,11.3' DECK , 1. 75 i 1175' 11.75'i A ip_ DATE ISSUED yR. I 0 OUTIER RAIN LEADER L4 _11.62 ' 11.IS' POOL EQUIP,PAD i TRANSITION- DOWNSPOUT TO PIPE SEPTEMBER 30.2016 v e S 7312510"W 200.27(MEASURED) 12.12 NOL YARD GRAIN 806 REVISIONS 4. 111 BA BRASS JOSAM DEO(DRAIN BOO BS SOUARE NIKALOT 1,••• DIRECTION OF FLOW SCALE LOT 3 1'- TO'BLOCK 11 1•• ABS SEWER DRAIN PIPE 20.4301*NORM SHEET L2 Ddarm ort Pipo Sizes: SWi ming Patel nergy Eigicieacy Compliance Information nc11t°Ira° Damaty@ 0 fps max.al //4 . gPm SystemFlc:rRnle. Brandt Piping lobo /N/r- P dote:These Requirements apply l {t91_Y to the Filtration PrimpBrandt Sldmmor8 y SudlonPip'nplobo _3 Inch to hoop v@odiy @ 1 fps max.at ley gym Sysl°m FIam Rato. ANSI I ASPC/ICC-15 2©7'i n s emFlorrRmc. Rolm Piping to be 7 i inch to keep velocity© r fps max.al /J7 OP Y Flea Calculations: i Pool water 0f360= S 3 gpm-thislsnmcalculalcdflowrola Nolo:for pools under 13,000gala.the calculated flow alto or30gpmttic lieverIsgreater=Ole RboUanDa;rnts PumpSccanon: ns Wad on Corte A or idoono) Nolo:Is uxdlharannAaryloadonlhofdlmlianpump? I VI Yos I I No f LLi f ,/ 1 Filtration P f 1 s Maximum Flan Rota /—OPnr 11 so,vault Is Iho calculated orcdOlnry time rata ! gym Flow tato(low speed) s/ spm Q° / 725' rpm Nath Dein Cmar itIci 4 ,t.Nv]L' marlin°Iho Number end Typo of Rewired loft=Suction Whits: N_ __ In. Check el Oral apply.Ahnlmum suction aids pips dirt @ 0 fps 3_ In. f.4lydmron suction alb branch pips silo @ 0 fps _ l Minimum return side pbo slat @ 0 fps 2 • in. Min!mum ureturnbranchpip°Elm C(Fe —— In. CD CI3•-0• 0• 1112Ilsustlonaullols@1I gym mon.floe, 0° 3 sucdonoutlets @ I gpmmax.flow DeWrminoFiller Size: F..--r d- - channel drag;@ I/?/_ I gPm el D Ai C Pons Filler Pedom(GPM/SF):1 ' I Car Moo( 00.. 375) D E(2.0) Sand(15) l rT I Y 11 Filler S¢o: r i 75= I f PL Total Head In Feet Conversion Chart Ro•vmd Fddbn Loss Per Fall a 11 a Schodulo 40 PVC Pipo Ir::vwla• wsf l Dukes Mercury(Vacuum Gauge) Pu esta: m w• M3riv. rte rrsna= ttu a x 1 D n ID Ix 1 10 10 r 3100PI-aeonpumpimonoauxlkeryload-etandanttimododt 0vn / 1121044D17s1 1a3 2111 era 10Tr on.7d,,,,7d,,,7d,,,,,to Das An LI w 130 12 al s3 --2,-'.--i„z a '--Er--- 3 a0,,,,,,, a2e FIIreton pump with ouxgary° aFCanlmlmodolforlarpecddefadlvG n241us INf7//t POvs le-DD 02 ® 117 IED IDl An 70 ria 217 as. ',L----7---0 n DO, iv; DW ,4440, 017 Dl res ms an nn ran r ta D- nv_ mom• oar aro ear IL 703 a1 u+ ma Ira . a1 03r u7(,o arc aoa oar 170 721 757 2IA207 710 112 . 1412 par rla1: oar d ti I 277 aB AT 343 a3 I Heeler rn / ma ns a0 as 773 33 y b TON Coladadnn OptionsI ! gust+xdmsmr As at 777 au 3u ' D a+ 7u 717 u: 433 Faroachpump NoPOoILI f 1 71s 71r 77n as Lta Check ono.Gas Heater Efficiency Rating Light) 377 up 222 345 MO a0 413 as a1 7 m.+ 1u un nt mA IcHead(STDH) HooterPungaEOdengC.OP m 7 55w00od7alnlDymm s332 2441 MS •33.1 4IA 430 4511 42 LOA 107 aT a0 rax 127 533 (-- i Comploto STDH WIodcshent-HI in at blanks. 1......-+--- >___,_..->- -.'-;-- - _—_.-..., rT.-•"=•..—...._c' 3 ron 47 ma MO a.3 Total Dynam'c fload_.iDH 1 a w611 °A °Jn Complete ramarothercato.FillInrequkcdbloatison ANSI 5 l ANSI 7 Compliance Wodt Sheet ata m u, car ain P• dC ry 1z0 rax awl Om m2 nrhshcel6attach calculations. A 132 ora 17a w su um Fimv CM aul Determine S(mP110°d7DH: T al sra [aa 12.+ rao rat moi40ft cement pump. a ma BM 30 MD nl Oldie now orrepla P I• 1. DLstancofrompooltopumpinfcoi: n ms Du WO 02 ns _ 2.5.3 a 7 (ham p pa Caalkidion loss dud) xl as mr MO 776 Me 3. Frk0onb3a(msvaonpp0)ln 3 IndrppoperlQ® OPm= ss cu rat nn MO m1 7S HA no Tdl MA 3• ll Incr ppo par I tl @ 7 Opn+= .s Frc da:.9fdcOon Ins dud) C")ae um wa ms 47 n1 717 T7n ru ms ar ii „7 /- owner Friction ta;(In roWm p!po)In A a.r m3 02 n3 113 m0 CD m1 1x0 CL/ _Y' TDHlaFip'n7: 77 Ore ma 113 110 710 11] m7 Ra alt m2 v_` Dalemtino SimpO6od TON(CONTINUED): v n7 na tL m+ 737 tat 3x3 rat VA ma r 01.c ..1"' s 31 nn nD m+ 704 con En a2 07 0.7 MO I i P7 4' S x 1. L f7u/!1aLr1o33IsTDH r a n3 Tn 704 mT ran rax ma rar mo ou t. .. 1 fndnvl4e 1 a m2 MS w non a+7 VD MB mo 013 n3 CMS Sf L(//' pp(/ Alother la::'ss a 735. m0 1t+ roe era me m1 aA tea m3 rri n J 1 IOr) x rlr G JlndHw) OIIICL.nP 1 511 Dan rat LSA ora d @2 31q ml ran 1013 yaaat l6i i/l eri.4 O-Dr4- Q SMOTE:FlELDTDHMUST BEEQUAL TOORHIGHER THAN THE S $ s TrAJDpl,uttieNcad(lOH{ 3 5 v CALCULATEDTDH. Stala:Nono o°1-5- BY vo/14./ C7A-+¢n1/t- C L/Alt 72fs•offIC_OFFICE COPY 745 $fC.fro* A4 A r/Nf` f /2- ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS tfi Component Section Requirements Checl:f 3 4.4.1. 1 Heater has no pilot light II 4.4.1.2 Readily accessible on-off switch mounted outside of the heater tHeaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation,4.3.1.31 or for pool with 60%of documented pool heating from on-site solar or recovered energy. f IA4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%,heat pump COP at least 4.0 i 5.1.1 Pool filter pump listed in database 1 r 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speed 1 Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary V 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for servicing. i; I Pool systems 5. 3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. Oki 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. It/ System installed with solar, or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater,or built-in or 1 built-up connections,or dedicated pipe to and from the pool.2 1 5.5. 6 Directional inlets for mixing pool water. v1 4/ 5/12 ANSI/APSPJ!CC-15 Standard Writing Committee Form 2 of 2 INTELLIFLO® VSF OFFICE COPY HIGH PERFORMANCE PUMP (CONT'D) i. Dimensions and Performance 100, I le 90 Max.Speed OPERATING RANGE FOR r 60- 3450 rpm FLOW CONTROL 0 S 4 70 3110rpm c 60li W 50 I., yE 40 Speed 3 a @ 350 rpm 0 I l=yy30, I- Speed 2 20 15 rpm o 5 eed 1 rpm 0 020 40 60 80 700`-•__,120 140 160VolumetricFlowRateinGPM T - Note: IntelliFto VS+SVRS minimum speed is 1100 RPM Yl sem-.77 a* ii: i l'r; ....:m 5 I s liliammi__n__11111161.11j1 r(12 10.8in 1l ! 1 — 6in _ I _ sis 127 m] 1j t 1,11-I a J2.8in oo. c0=r[71mm] 7.8in 199mm] 1M F;*:, 23.4in 594mm] 9.9In 253mm]— n 111111111111111.11. l i r a_ Mi '. .. i 11.417.1.10 te 12.4in 11.8in I316 ] 9.1in ISAmmI ,' 301mm] [232mm] 1 r 13.1in I i .[333mm]1i411Ili See page 501 for replacement parts. ,F SYSTEM:2TM MODULAR MEDIA FILTERS (CONT'D) PLN SHIES FILTERS Ordering Information Product Description Carton Wt.(Lbs.) ACCESSORIES FOR SYSTEM-2 MODULAR MEDIA FILTER-PLM SERIES27002-0100S 100 Sq.Ft.Replacement Module for PLM100 1127002-0125S 125 Sq.Ft.Replacement Module for PLM125 p v27002-0150S 150 Sq. Ft. IC op 1 1125 Replacement Module for PLM150 1 V 27002-0175S 175 Sq.Ft.Replacement Module for PLM175 1327002- 02005 200 Sq.Ft.Replacement Module for PLM200 1427002-03005 300 Sq.Ft.Replacement Module for PLM 300 19U78820P2in.x 1-1/2 in.Pipe Reducer Bushing 27001-0130S8 8 oz.Spring Check Valve 1 Dimensions and Performance PLM300 ;frIs.PLM100 0lase PLM125 iiv105 cmmedroINSF/ANSI Sgrdard SO 1• It P0 int 7" (il l l lV-1 1. 11 ill!;' i 11111111111111111111111111! IlllilllIij 11111 DiMINIM BURET rr 2..NPE 1 BURET t — rt 1 TNn I/IMUS I: — r. I I 1 _,,_,01,,,,,T N f I=©J/n 225.li`iJ r i 2..N" II I us 0 evs_ iIi.00 15. 00-- All dimensions shown in inches.20 8 .1 .-- MAX.FLOW V ib RATE PLM125 ' MI 114 • RATEPLMO00.... I 12 .. 1,4. G 1IIIIN PLM175. 2 6 0 11111M1111=1111111111111101020406080100120 140 160 Flow Rate in Gallons per Minute See page 394 for replacement parts. o'r 1lJ'. rhi':IIi '''i i'i'i I ' %' I\ I1 II•`' i1 111 11 1i1 1iii'I:'il I I\ • 'I 1111 11111 it'll 11111 1 111 11 1I •I'\':'•'I I'' ' I\'i '•rI\ Ij1I' I\ 111' 11 I 11111 11111 11111 11111 11111 11111 illll 1/ 1 11111 1 11 1 :•.• I\\11111 / it 111 I\11111 /1 11111 11 ulilrl i1/1111\ ulll 1 11111 I\ ulilrl\ IIIIIII\ I ii11111 11111 r1/11 1111 111 1 1 11111 1111!1 111111 111111 111111 111111 111111 111111 111111 111111 111111 a 111111 :11 111111 Irl/lf1 rll Ul ' Ir1111 v 111111 111111 111111 rl///l ' rnrrl 1111 WWII 7 WWII 111111 Irllll Irlllr / 1111!1 11,111 11/1rr X11111 Ill Ili ,1,141, 111i111 ' 1111111'(lllllf'(111111'1111111 0 Itlllll'IIIFIII fllllll'(111111'IINIII 1111!11 1111111 IIIIIL`- ' i'; JJIt Well 111111111 1111111 1111111 1111111 1111111 111111111 11111111 1,14111:11'1 11;1111 11111111, 1111111 .111111 1111111 1111111, 1111111/ 1111HI 11111/1/ 1111111 111111 111111111111 IIIHI 111111 111111 111111• 111111, 111111 111111 111111 IL \ l__7?' ii00.-- COMPLIANCE.„:::.:::::„:ERTIFICATE OF f..7--.--:'..,,:.:::5,...., i.,--.1'.7_.----=5* A copy of this document should be retained by the pool builder for each drain installed on a given job** ts--1-:-s 1----=--....). A&A Manufacturing certifies that the All of these products are manufactured at A&A's AVSC drains are certified through following model numbers meet or exceed all A&A's main facility located at 3750 w. NSF International" of the requirements set forth in the Virginia Indian School Road, Phoenix,Arizona 85019 NSF International's World Headquarters are Graeme Baker Pool& Spa Safety Act(VGB USA. Each drain is date coded(on both the located at the following address: 2008),ASME A112.19.8-2007, and NSF sump and cover) to identify month&year of NSF International 50 in addition to the safety requirements manufa P.O. Box 130140 1 outlined by the Consumer Products Safety U F I C E COPY 789 n. Dixboro Road i: '== Commission(CPSC). Ann Arbor, MI 48113-0140 7ii." TM AVSC Drain Models NSF- Certified 552921 552930 554581 554599 556316 556324 556367 556375 556383 556391 1 MANUFACTURING 556332 556341 556404 556412 556421 556439 556442 556445 556447 556448 556451 556455 556463 556471v E.:::„..;. , 1 558320 558338 558346 558354 558362 558371 558389 558397 558434 558442 558451 558469 I Further confirmation of A&A's drain certification can be found at the following NSF website: i:'?:,:;-- http://www.nsf.org/Certified/Pools/Listings.asp?Company=4N400&Standard=ASME1908 q I For additional product information please follow the following links to A&A's website: http://www.aamfg.corn/ or http://www.unblockabledrain.com/ i,1 Any technical information/questions, beyond what is available online, should be submitted via email to: Jepson Sutton R&D Director- A&A Manufacturing jepson.sutton@aamfg.com r r r1 1 nr tr TTTII, ? 'l rrllln m111r Ilt /TV ! rrrltlr Irrnn lrrfnr n?? rtrnn nl'T? Ilrllrr I1r1n1, rfTT1t1, rltfnl rlrnrl 71 11IIr nrinr tfrTTT mllrl,.,nllrril.--,t- 1 '_'--!-_ f',.,1:igi rain nn n I I II 1 1 I I 1 'j 1 IIII 11 1111 11 v ll 11111111 11111111 Illlllll i;FI 111H111 11111111 1HI1111 I it, IIIINII v,,ye TII' 1111111 1,;;R! I1n1117 1111111/ IIIIIII 111x— iM! 111„Illlllll 11111111 11111111 '11111111 MHN 111111 111111 111111 ' 111111 1111 IIIHI 111111 11 111 1 1 II1111I1111111IIIIIINIIpm1111111IINIII1111111111{111 1111111 NHIII IIIINI IINIII 1111111 IN1111 IIIIIII IIIIIII 1111111 1111111 1111111 1111111 IIIIIII IIIIIII 1111111 IIIIIII IIIIIII 1111111 1111N1 IIIIIII 1111111 IIIIIII 11111EIINI .. 1 11 1 11 1 all 1 111111 111111 fl///l 111111 111111 111111 ulul a 111111 will y 111111 lural 41111 111111 alto ural IIIIU 111111 111111 llllp all:, , 1 11 1 ' X111 1. X11111 / ill I ® ollil • i11i1 li/lil / li1111 / 1 i11i1'/ 1 Ila1111./ 1 ;;, Ji';';;Q I affil / 11 11 / U / 11 4 / 11111 Ulu / Irlll ® Ulu , Ilio UIU / 11111 1j 4111 1/ Ulll 111 lull 111u/1 Illu 11 Un ,®, Illlr /1 uUl 11 Iglu ®1 .Ilu /1 u 1 V 1,1 v X11 In ll ,i 1 1:, ,, ., J.1.' `.',0:•I I V 111 \I / / \I ‘I V \/ JO %1 • .I • •i• I • .I• I• ,• ..•• •,., g II nom--=-'%n\',i:'"%\---`%- :-"%• - t-%iv}_. .!:.i'_.-'ice`-_-{ \'- }-:-:_'-\'-::::\-` J' VOFFICECOPY A&A CHANNEL FLOOR DRAIN Single & Dual Suction Installation Instructions Note to the Plumber: With the A&A Channel Drain (a submerged fitting) it is necessary to run only one suction riser, per suction line, up through the floor of the pool. (Because the Channel Drain is an un-block able fitting, no other fitting is necessary.) This riser must be installed directly in the center of the pool, atitsdeepestpoint, and instead of installing a CAP on the top of the riser, for pressure testing, the Channel Drain must be installed. If a hydrostatic valve is required, see page 3 for plumbing details. The maximum flow rate of the Channel Drain, certified by the NSF, is 196 GPM (1.0ft/sec) for single suction & 227 GPM (1.1ft/sec) for dual suction drains. Maximum flow rate for each model is not to be exceeded! SEE SEPARATE INSTRUCTIONS IF THE CHANNEL DRAIN IS GOING TO BE INSTALLED AS A SIDEWALL SUCTION OUTLET. NEVER INSTALL THE CHANNEL DRAIN IN A SEAT OR A BACKREST AREA! 1. Since the Channel Drain is to be installed at the plumbing stage, it is important that it is installed directly in the middle of the deepest point of the pool and that it is set at the proper height since it will determine the pool depth. 2. In order to ensure that the Channel Drain is set at the proper height, a string must be run across the pool from the top of the bond beam forms and directly over the lowest point in the pool where the drain riser will be located. (See Figure 1) String From Bond Beam Form to Bond Beam Form I,3. Plumb the main drain line to the I riser but don't glue the riser into Bond Beam Fo the 90° EL or the 90° EL onto the horizontal suction line until the Middle of Pool length of the riser has been determ'IIII ICU. (SCC FlgurC 2) 4. The top rim of the Channel Drain must be set so that the distance Pool Depth Plus 3lnches from the string to the top edge is: the Pool Depth + 3". Adding the 3"to the pool depth compensates for the fact that the actual water as,a ende een e'toaddedhow that line will be 3" below the top of the the level should also be applied across the ends as bond beam form or middle of the well as along the length. 6" tile row. Qe 5. It is recommended that the r.,.°`t®j\jj\ Channel Drain be plumbed with aw minimum 3" suction line. a r / /\// Certified flow rates are based on j//I\ \ \\ \ ' \//.\//\// /\//\//\/\ 3" plumbing only. j//////////// // // / // poi 6. Determine the suction line size 0 \\ \\ \ \\ \\ \\ \ used on the currentthatwillbe installation and select the method of determining the Height of the Figure 1 Channel Drain (see Figure 3). 1 Revised 3.31.09 CL MAX-E-THERM® OFFICE COPY CL POOL AND SPA HEATH STA-RITE I LU Featured Highlights eco select'. Z Lightweight-Lightest heater in its class Best-in-class-energy efficiency' CC Compact Design-Ideal for retro-fit installations LU Easy to Switch-Change gas sources with installation of separate orifice LU Environmentally Friendly-Alt units are low NOx Rustproof Housing-Sleek,matte black enclosure is made of Dura-Glas"-an exclusive Sta-Rite material that handles the heat and weathers the elements Lower Operating Costs-84%efficiency rating-rated 1st in its class for highest energy efficiency Max-E-Therm Pool and Custom or Retrofit-Direct-connects to Sta-Rite System3®Mod Media'Filter or easily fitsSpaHeater other systems Certified for outdoor and indoor installations For Air Intake Kit order part number 475002 For indoor or outdoor installations on pools and spas. Features include an LCD temperature readout with dual thermostat controls,temperature safety lockout,and 6-position control panel. PMG burner technology requires no outdoor draft hood. Proven Dura-Gtas Resin provides rust-proof construction. Heavy-duty (HD) unit with cupro-nickel exchanger stands up to the harshest of applications, like Low pH, high flow or heavy use. Ordering Information Product Description BTU(000's1 Carton Wt. MAX-E-THERM POOL/SPA HEATER SR200NA Max-E-Therm 200 BTU Natural Gas Heater 200 131 SR200LP Max-E-Therm 200 BTU Propane Gas Heater 200 131 SR200HD Max-E-Therm 200 BTU Heavy Duty Heater 200 131 460767 Max-E-Therm 250 BTU ASME Natural Gas Heater 250 151 460768 Max-E-Therm 250 BTU ASME Propane Gas Heater 250 151 SR333NA Max-E-Therm 333 BTU Natural Gas Heater 333 138 SR333LP Max-E-Therm 333 BTU Propane Gas Heater 333 138 SR333HD Max-E-Therm 333 BTU Heavy Duty Heater 333 138 SR400NA Max-E-Therm 400 BTU Natural Gas Heater 400 138 SR400LP Max-E-Therm 400 BTU Propane Gas Heater 400 138 SR400HD Max-E-Therm 400 BTU Heavy Duty Heater 400 138 460763 Max-E-Therm 400 BTU ASME NA Heater 400 149 460764 Max-E-Therm 400 BTU ASME LP Heater 400 149 Note:The Max-E-Therm Heater is certified for tow NOx emissions- Standard Copper Heat Exchanger 84%Efficient. Heavy Duty IHDJ Cupro-Nickel Heat Exchanger 82%Efficient. 400 3 a rri No 0 N N m c W LU Y U m LL r 0N W 2 U m IL 0 N U O m U) totz E 0 U rn E Y 1 2 COMPLIES WITH 2017 FBC OFFICE COPY 6TH ED, ALL VOLUMES PIPE SIZE CRITERIA (FPS) FOR FUTI REFIGHT OLAI HPRIOR TOHEA4RSKIMMERSUCTIONMINSIZE ANSI 15 FLOW" @ 6 FPS Pressure Suction Branch MIN. FILTER SIZE Cad RECIRCULATION RETURNS MIN SIZE SWIMOUT WHEN POOL DEPTH EXCEEDS 5 FT ANSI 5 8 8 - O " ANSI 15 FLOW"( "ANSI 15 FLOW" @ 8 FPS SIZED BY ANSI 15 FLOSTRAIGHT 6 FPS RF IRC RT ANSI 15 8 6 I N SPIT I. gtgSl lg SURFACE SKIMMER PUMP SIZED(1 MIN PER 800 SFBYANSI15 >`;; O ) P >: N • SUCTION MIN SIZE "ANSI 15 FLOW" ( 6 FPSSELECTEDFROMAPSPLISTINGF • 8 MAY BE OMITTED IF "NEGATIVE EDGE" ORBAT "ANSI 15 FILTRATION FLOW' AT LOW SPEED) ,. Qom: FpS OTHER WEIR USED L ANSI 7 FLOW": DETERMINED BY TDH METHOD ANSI 15 FILTRATION FLOW": 6 HR TURNOVER, MIN 36 GPM ANSI 15 AUXILIARY FLOW": GREATER OF SPA JET OR OTHER FEATURE FLOW ANSI 5 FLOW": 12 HR TURNOVER OR OTHER ESTIMATED/ DESIGN" FLOW PIPE FLOW AT GIVEN VELOCITY (GPM) PIPE 6 FPS 8 FPS 1" 16 22 1-1/2" 38 51 2" 63 84 2-1/2" 90 119 W 138 184 4" 238 317 6" 540 720 COMPLIANCE PRESSUMED WHEN OFFSET= w WATER o DEPTH a ANGLE OF REPOSE" OR SEE CONTRACTOR PLAN ANSI 7Fl rySI l 0 ICJ N V pS DIRECTIONAL WALL RETU P J MIN (1) PER 3 DRAIN BRANCH MIN. SIZE ANSI 15 FLOW" @6FPS OPTIONAL VACUUIIOF FITTING MUST HAVE g FpS SPRING LOADED COVER \ rJ JN RIL i 8 AWG SOLID COPPER BOND WIRE AROUND POOL / SPA 4"-6" BELOW SUBGRADE 18"-24" FROM SHELL & BONDED(,4) POINTS MIN TO POOL PER ALTERNATIVE MEANS" 680.26(B)(2)( b) NEI 011 i J SEE ANSI 5 FOR STEP REQUIREMENTS SPAWEIR NOTE: CONT. (3) #3 STEEL OF SPA BEAM VERTICALLY DOWN & UNDER THE ELEVATION OF THE SPA WEIR IF NO WEIR OVERFLOW TO POOL, A SKIMMER MUST BE USED IN SPA y- SUCTION OUTLETS "ANSI 7 FLOW" DRAIN BRANCH PIPING MIN. SIZE ANSI 15 FLOW" @ 6 FPS PROXIMITY TO STRUCTURE FEIC NO LONGER REQUIRES EXCAVATIONS OUT OF THE "ANGLE OF REPOSE PLUS 1 FT". THE CURRENT REQUIREMENT IN 2017 FBC 6TH ED, SECTION 1804.1 STATES THAT "EXCAVATIONS SHALL NOT REDUCE LATERAL SUPPORT FROM ANY FOUNDATION." THEREFORE THE FOLLOWING IS REQUIRED: TYPICAL RESI[)ENTIAL POOL / SPA SCHEMATIC PLAN & NOTES SCALE.- N.T.S. 1 2 Ki nTF.q- This plan is schematic & piping shall be connected to provide a functioning system. Pool piping shall hold a static water or air pressure not less than 35 psi for 15 minutes, per R4501.12.1 Pools shall have pumps selected to provide minimum 12 hr. turnover & maximum 6 hour turnover. Determine pipe sizing from attached work sheets. Spa piping determined from attached work sheets. The dual main drains shall have a minimum separation of 3 ft, unless one is located on the vertical wall or a single unblockable drain is used. All suction covers shall meet ANSI/ASME Al 12.19.8-2007 All piping shall be NSF -PW approved & meet the requirements of Florida Building Code 6TH Ed, 2017. Electrical equipment, wiring, & installation shall conform to the National Electrical Code 2014 Edition. Bonding of pool steel & light to footing steel shall be continued to & include all pumps & heaters. Temporary fencing shall be installed & maintained until permanent child safety features are installed. There shall be a passing electrical & child safety final inspection prior to filling the pool or spa with water. Pool shall meet the applicable criteria in ANSI/APSP 3,4,5,6, 7 15 standards. Regardless of the criteria here, the project shall comply with all sections of the FBC 6th Edition - Residential, Building, Mechanical, Plumbing & Gas Codes, as applicable respectively & amended. SEE INFORMATION ATTACHED TO THIS PERMIT PACKAGE FOR SITE SPECIFIC DETAILS SHOWING ANSI 7 15 AND FBC COMPLIANCE INFORMATION ON THIS SHEET COMPLIES WITH 6TH ED 2017 FBC, ALL VOLUMES, INCLUDING 2017 FBC ENERGY CONSERVATION CODE POOLS BY JOHN GARNER, INC f K/MES EHG/NI ER/HG AND MANAGEMENT SERVICES, /NC 3990 SR 64 E., Bradenton, FL 34208 Office: 941-749-0311, Fax: 941-746-7391 kent@kimesengineering.com P.E. 33678, C.A. 27189 2018 Kimes Engineering & M apem nt Services, Inc. This drawing is the property of Kimes Engineering jrana ment ervices, Inc. 8 is not to be reproduced or copied in whole or in part. It is only forthoject sRe s c" Icalq identified herein & is not to be used on any other project. It i e re me e u st. DATE: I REVISIONS: DWG. BY: MCM 1. WHEN THE POOL DECK DISTANCE IS EQUAL TO OR GREATER THAN WATER BY: JKK SCALE: DEPTH, NO MITIGATION OF THE SHELL STRUCTURE IS REQUIRED. OFFSET 2. WHEN THE POOL DECK DISTANCE IS EQUAL TO OR GRATER THAN THE WATER W.L. DEPTH, THERE IS NO SHORING OR FOUNDATION SUPPORT INITIALLY REQUIRED, COMPLIA 3. WHEN THE POOL DECK DISTANCE IS LESS THAN THE WATER DEPTH, THEPRESSUM WHEN / _ ENGINEER SHALL PROVIDE A MITIGATION SPECIFICATION, EITHER TO PROTECT OFFSET= . t; x. w THE FOUNDATION DURING EXCAVATION OR STRENGTHEN THE SHELL FROMWATER / 0 DEPTH ` TO \ Y2. STRUCTURE LOADS. 4. IF DURING EXCAVATION, SOIL CONDITIONS APPEAR TO LEAD TO LOSS OF SHOOT TO UNDISTURBED j' FOUNDATION SUPPORT, THE CONTRACTOR SHALL CEASE EXCAVATION ANDEARTH , ;,,. "• CONTACT THE ENGINEER FOR MITIGATION SPECIFICATIONS. 5. IF AFTER EXCAVATION THE CONTRACTOR OR INSPECTOR FIND A LOSS OR THREATENED LOSS OF SOIL SUPPORT AT THE FOUNDATION, CONTACT THE ENGINEER FOR A MITIGATION SPECIFICATION. TYPICAL RESI[)ENTIAL POOL / SPA SCHEMATIC PLAN & NOTES SCALE.- N.T.S. 1 2 Ki nTF.q- This plan is schematic & piping shall be connected to provide a functioning system. Pool piping shall hold a static water or air pressure not less than 35 psi for 15 minutes, per R4501.12.1 Pools shall have pumps selected to provide minimum 12 hr. turnover & maximum 6 hour turnover. Determine pipe sizing from attached work sheets. Spa piping determined from attached work sheets. The dual main drains shall have a minimum separation of 3 ft, unless one is located on the vertical wall or a single unblockable drain is used. All suction covers shall meet ANSI/ASME Al 12.19.8-2007 All piping shall be NSF -PW approved & meet the requirements of Florida Building Code 6TH Ed, 2017. Electrical equipment, wiring, & installation shall conform to the National Electrical Code 2014 Edition. Bonding of pool steel & light to footing steel shall be continued to & include all pumps & heaters. Temporary fencing shall be installed & maintained until permanent child safety features are installed. There shall be a passing electrical & child safety final inspection prior to filling the pool or spa with water. Pool shall meet the applicable criteria in ANSI/APSP 3,4,5, 6, 7 15 standards. Regardless of the criteria here, the project shall comply with all sections of the FBC 6th Edition - Residential, Building, Mechanical, Plumbing & Gas Codes, as applicable respectively & amended. SEE INFORMATION ATTACHED TO THIS PERMIT PACKAGE FOR SITE SPECIFIC DETAILS SHOWING ANSI 7 15 AND FBC COMPLIANCE INFORMATION ON THIS SHEET COMPLIES WITH 6TH ED 2017 FBC, ALL VOLUMES, INCLUDING 2017 FBC ENERGY CONSERVATION CODE POOLS BY JOHN GARNER, INC f K/MES EHG/NI ER/HG AND MANAGEMENT SERVICES, /NC 3990 SR 64 E., Bradenton, FL 34208 Office: 941-749-0311, Fax: 941-746-7391 kent@kimesengineering.com P.E. 33678, C.A. 27189 2018 Kimes Engineering & M apem nt Services, Inc. This drawing is the property of Kimes Engineering jrana ment ervices, Inc. 8 is not to be reproduced or copied in whole or in part. It is only forthoject sRe s c" Icalq identified herein & is not to be used on any other project. It i e re me e u st. DATE: I REVISIONS: DWG. BY: MCM PRINTED 1,5-FCHKD. BY: JKK SCALE: tV DATE: 15 -Feb -18 TYPICAL PLA W"; SECTIONS FORS`''° t° RESIDENTIAL POOL/SPA SHEET OF ORIG. DWG: 17"x11" (ANSI B) 0 3 7 u N0 0 N N c w L U) w Y U m U_ 0 N 0 W cfl U C0 ILL0 N O 0 c m mQ E O a E 0 E TRUNK SUCTION PIPE SIZE MIN AT 6 FPS ANSI 15 FLOW SUCTION OUTLETS W/ ANSI/ASME Al 12.19.8-2007 ANTI -ENTRAPMENT COVER, 2) READ OR (1) UNBLOCKABLE DRAIN SUMP PER ASME Al 12.19. 8.201317 OR COVER MFR. SPECS 8" 3" L VERT. W/ 2) #3 BARS CONT. @ TOP 3 BARS @ 12"O.C. HORIZ., 6r TYP. U. N.O. POOL BEAM (8"x12" OPTIMU SCALE: N.T.S. E SIZE W BY: NOVER MIN 12" MAY VARY MIN. 6" CONCRETE SHELL & STEEL ACCORDING TO STANDARD SPECIFICATIONS SHOOT TO UNDISTURBED EARTH 0 BENCH OR OTHER METHOD REQUIRED WHEN WATER DEPTH EXCEEDS 5 FT j er LJ) 1.-1 5 THIS DETAIL COMPLIES Of w WITH BOTH 6TH EDITION I0(2017) FLORIDA BUILDING CODE CHAPTER 454.2.18 & w OJ ANSI / APSP / ICC -5 2011 & t, Q CONTAINS ALL RELATED j z REQUIREMENTS STATED Ci O IN THOSE CODES. PLACE FOOTING STRUCTURE ° Lu I— ON UNDISTURBED EARTH O MEETING 2,000 PSF OR COMPACTED FILL MEETING 95% MODIFIED PROCTOR 4" DECK W/ NON -SLIP FINISH SLOPED AWAY FROM POOL 2%-4% (TYP) 3) #3 REBAR BUNDLED AT RIM OF POOL & SPA. CONT. #3 STL. OF SPA BEAM VERT. DOWN & UNDER ELEV. OF SPA WEIR. [OPTION:] CONTRACTORS MAY CHOOSE TO USE (3) #3 BARS WITHIN TOP OF BEAM SPACED 1" APART + OR - TYPICAL RESIDENTIAL BENCH SECTION SCALE: N.T.S. EXTERNAL BONDING LUG FROM "LISTED" J -BOX WHEN PROVIDED. JUNCTION BOX OUTSIDE OF DECKYP.} TBONDEDWITHINJ -BOX. GROUNDING / BONDING 8 AWG COPPER TO WIRE TO EXIT J -BOX POOL BONDING PASSING THROUGHSYSTEMORDIRECTLYTRANSFORMERTO TO BOND WIRE ELECTRICAL PANEL 01 6"• GL:AZED.TILE OPTIONAL VACUUM LINE & FITTING W/ SPRING LOADED COVER :' ' • UNDERWATER LIGHT 18" MIN. BLW. , ".- •:, •. NORMAL WATER LEVEL (TYP) NOTE: NEW NICHELESS, POOL.:• LIGHT PRODUCTS THAT HAVE NO _ • BONDING REQMTS MAYBE USED J 3/8" SMOOTH SLIP RESISTANT FINISH TO COVER WALLS, FLOOR, STEPS & SUMP e %' GENERAL NOTES: a ' a. D = INSIDE DIA. OF PIPE >/ b. ALL DIMENSIONS SHOWN ARE MINIMUMS. ^–f • — —° c. ALL HIDDEN LINES INDICATE SUGGESTED SUMP CONFIGURATIONS BOND CONNECTION NP•) #8 AWG BOND WIRE TO ALL POOL EQUIP. CAPABLE OF BONDING 8 AWG BON -D ---LL— INSTALL #8 AWG WIRE WIRE FROM POO EQUIPOTENTIAL BONDING TO FTG LOOP, 4"-6" BLW. SUBGRADE, 18"-24" FROM POOL, BONDED @ (4) PTS. TO POOL SHELL PER NEC 68026(B)(2)(b) 314" CONDUIT W/ LUMINARY WIRING HARNESS THAT INCLUDES GROUND WIRE INTERNAL BOND LUG IN NICHE W/ INSUL #8 SOLID OR STRANDED WIRE TO J -BOX WHEN REQD BY BLDG. OFFICIAL POOL WALLS USE MIN. 6" 4,000 PSI CONCRETE W/ #3 REINFORCING STL. PLACED @ 12"x12" O.C.E.W. TIED EVERY OTHER CROSSING W/ 2-1/2" MIN. CLEARANCE MAIN DRAIN TO PUMP NOTES: _ CRUSH FIELD BUILD SUMPS MEETING THESE CRITERIA REQD WHEN SHELL OR a MFR POTS NOT USED GRAVEL FO SUMP PER ASME Al 12.19. 8*2007 W/ MAY OMIT IF LISTED COVER DOCUMENTATION STATES DEWATERING VGB COMPLIANT DRAIN COVER. OTHER CLEARANCE TO SUCTION PIPE REQD HYDROSTATIC RELIEF DEVICE HYDROSTATIC RELIEF MAY BE A -WHEN REQUIRED - DEADLINE" OR PLUG IN SLOTTED PIPE IN BOTTOM OF SUMP NOTE: CONTRACTOR SHALL VERIFY FOR EA. PROJECT OVERHEAD POWER LINE CLEARANCE & UNDERGROUND WIRE DISTANCE PER NEC 680.8 & 680.10 SUPPORTED POOLSUMPSECTIONSPERRPOOLSHIELLS- SEE SUIS ONLYOPPLEMENTAL SPECIFICAT OD OFOR MAX 6 FT DEEPINS FOR DEEPER OR APPURTENANT STRUCTURES ASME Al 12.19.8-201J7 DEEP END SECTION SCALE: N.T.S. SCALE: N.T.S. 1 PAI 13M NUT'S BELOW ALWAYS CALL 811 SBPO RE YOU DIG IY 9n1 Na lrrr 1•r tlEwl.x www.caiiiurmhlne.com NOTE 1. APPROVED PRODUCT SPECIFICATION MAY DIFFER FROM FIELD BUILT SUMPS SHOWN ON THIS PAGE ADDITIONAL STRUCTURAL NOTES Use minimum ASTM A815 Grade 40 Steel Lap #3 bars minimum 15" Lap #5 bars minimum 25" 6" Shell thickness and 2-1/2" concrete coverage are minimums Use 4,000 psi concrete Contractor / Owner required to: Contact Engineer if pool not placed on undisturbed and de -watered earth that can meet 2,000 psf bearing capacity. When buried debris is encountered or questionable conditions are indicated at the work site prior / during construction, a subsurface consultant shall conduct boring(s) in the area of the pool to confirm soil bearing capacity, clear of buried debris, & verifying ground water level All modified soils & earth fill under perspective pool area shall meet a soil density and compaction minimum of 95% modified proctor without settlement. INFORMATION ON THIS SHEET COMPLIES WITH 6TH ED 2017 FBC, ALL VOLUMES, INCLUDING 2017 FBC ENERGY CONSERVATION CODE POOLS BY JOHN GARNER, INC lC NES ENGINEERING AND MANAGEMENT SERVICES, INC 3990 SR 64 E., Bradenton, FL 34208 Office: 941-749-0311, Fax: 941-746-7391 kent@kimesengineering.com P.E. 33678, C.A. 27189 02018 Kimes Engineering & Magement Services, Inc. This drawing is the property of Kimes Engineering a0ageme t Services, Inc. & is not to be reproduced or copied in whole or in part. It is only for a ro ct 8 si spe ifically identified herein & is not to be used on any other project. It t return up request. DATE: I REVISIONS: DWG. BY: MCM PRINTED:3 5.-F" . d CHKD. BY: JKK SCALE: &.N,,vfDATE: 29- DEC -17 S TYPICAL PLAI' SECTIONS FO RESIDENTIAL2 POOL/SPA SHEET OF ORIG. DWG: 17"x11" (ANSI B)