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1877 ATLANTIC BEACH DR - POOL COAB Permit Form with Conditions Page 1 of 2 Enter Permit Number POOL18-0038 View Report c A l of 2 D H 4 10o% V Find I Next rnr SWIMMING POOL PERMIT PERMIT NUMBER r�Xr POOL18-0038 CITY OF ATLANTIC BEACH J ISSUED: 10/5/2018 ~ / 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 EXPIRES:4/3/2019 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: 1877 ATLANTIC BEACH DR SWIMMING POOL SWIMMING POOL AND FENCE $44707.00 POOL RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169505 1565 ATLANTIC BEACH COUNTRY CLUB UNIT 02 COMPANY: ADDRESS: CITY: STATE: ZIP: BACKYARD DESIGNS INC 4265-A Eldridge Loop Ave ORANGE PARK FL 32073 OWNER: ADDRESS: CITY: STATE: ZIP: TOLL FL VI LIMITED 250 GIBRALTAR RD HORSHAM PA 19044 PARTNERSHIP 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- 58141 to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: http://atlanticbeach.trakit.net/trakit/DocumentViewer.aspx?&report=/Documents/PERMIT... 10/5/2018 COAB Permit Form with Conditions Page 2 of 2 All runoff must remain on-site during construction. 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). A separate Pool Permit is required. 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). Container cannot be placed on City right-of-way. S PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. FEES 1 of 2 Issued Date:10/5/2018 http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 10/5/2018 Permit Conditions Page 1 of 2 Enter Permit Number POOL18-0038 View Report 01 I 1 of 1 P (41 a 100% V Find I Next hit- (t: ,„.jt Permit Conditions City of Atlantic Beach -ost 9)' Permit Number: POOL18-0038 Description:POOL AND FENCE Applied:9/26/2018 Approved:10/4/2018 Site Address:1877 ATLANTIC BEACH DR Issued:10/5/2018 Finaled: City,State Zip Code:ATLANTIC BEACH,FL 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:TOLL FL VI LIMITED PARTNERSHIP Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ REQUIRED SATISFY STATUS NO ' ADDED DATE : DATE DATE TYPE DEPARTMENT: CONTACT: REMARKS 1 10/1/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams 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 10/1/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 3 10/1/2018 POOL WELLPOINT INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Pool Wellpoint(if used)must discharge into vegetated area 10 foot minimum from street or drainage feature(swale,structure or lagoon). A separate Pool Permit is required. 4 10/1/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. 5 10/1/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: http://atlanticbeach.trakit.net/trakit/DocumentV fewer.aspx?&report=/Documents/PERMIT... 10/5/2018 Permit Conditions Page 2 of 2 !Full right-of-way restoration,including sod,is required. Printed:Friday,05 October,2018 1" MVO 1 of 1 http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 10/5/2018 NOTICE OF COMMENCEMENT State of Florida Tax Folio No. )(49 605- J56 5 County of_Atlantie-Bea€h 1)V VO,A To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 54 Atlantic Beach Country Club Unit 2 Book 67 Pages 132-137 Address of property being improved: 1877 Atlantic Beach Drive,Atlantic Beach,FL 32233 General description of improvements: Swimming Pool_A A a R n u 1 m i ro U e time ni-s Owner:Toll FL VI Limited Partnership Address:_250 Gibraltar Rd.Horsham,PA 19044 Owner's interest in site of the improvement: Ve_e, 5 ► € Fee Simple Titleholder(if other than owner): •Fee-Simple Name: ,.9Jr\/ ontractor: Mark S.Turner-Backyard Designs,Inc. f\\J(C Address: 4265-A Eldridge Loop,Orange Park,FL 32073 Telephone No.:_904-272-9473 Fax No: 904-644-8780 Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the 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: 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 Ale Signed: / Date: 4,61 `e Doc#2018229198,OR BK 18542 Page 53, Before me this 'W y of ,JW',t..,�Al2' in the Counrval;State Number Pages:1 Of Florida,has ..y onally appeared 54-eV/YV1Gt'1-44.1, S4-.lbhns Recorded 09/26/201810:33 AM, No Public at Large,Sta a.f F ori RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL ' g da,County of Duval. COUNTY My commission expires. q I 21 11111\ RECORDING $10.00 Personally Known: _ _ 'r1.11c- . .- tl t O .� ................. .�..%.. or Notary Public Sta e o . . 011oww- Melissa Sue Lieberman �. c My Commission GG 126088 '?a f,.-04e Expires 08/18/2021 ?0-JL.1-j- City of Atlantic Beach APPLICATION NUMBER .41 41 } Building Department (To be assigned bythe BuildingDepartment.) s:� 9 P ) (� 800 Seminole Road 'POOL- Q 7-'-',-4 ;.:7 __ Atlantic Beach, Florida 32233-5445 O— 003 Phone(904)247-5826 • Fax(904)247-5845 q / /IS>r E-mail: building-dept@coab.us Date routed: 1 / 4 0 City web-site: http://www.coab.usIII APPLICATION REVIEW AND TRACKING FORM Property Address: 1817 f\--rL Daepartment review required Yes No uilding� Applicant: 'Bfl 0 D 1)ES .�I S panning &Zonir 7 Tree Administrator Project: , 0G123U N p X00 L_ kr jr. erlof (Public WQds7 Ay- v/0-2-ir 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: . ❑Denied. I 'Not applicable (Circle one.) Comments: // /'► C /v ' -Pen c--e_— BUILDIN PLANNING &ZONING Reviewed by: ? Date:/O -c3-aci?' TREE ADMIN. Second Review: A roved as revised. ❑ pp nDenied. []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 • r,j,,' :�, Building Permit Application Updated 12/8/17 City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address:_1877 Atlantic Beach Drive, Atlantic Beach, FL 32233 Permit Number: POOL(L( & (-X-)A Legal Description Lot 54 Atlantic Beach Country Club Unit 2 Book 67 Pages 132-137 Valuation of Work(Replacement Cost)$_44,707 Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move DemPool indow/Door • Use of existing/proposed structure(s)(Circle one): Commercial' Residential • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No .,N/A__) • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Inground swimming pool with fencing per code 0 ry� Florida Product Approval# for multiple products use product*prpv.aj fiirmCA Property Owner Information J U ZO Name:Toll FL VI Limited Partnership Address:250 Gibraltar Rd. E O 0 City_Horsham State_PA Zip 19044 Phone 904-217-0739 0 mp a O Q E-Mail audrey@tollbrothersinc.com 0 U U p Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) D Z z Contractor Information 0 < ® a Name of Company:_Backyard Designs, Inc. Qualifying Agent:_Mark S.Turner C E!-. cA w- Address_4265-A Eldridge Loop City FL State_FL_Zip 320D Q H uJ La.. Office Phone_904-272-9473 Job Site/Contact Number (904)813-3309 W U. o 111 W State Certification/Registration#_CPC 1457269 E-mail_mark@backyardesign.com - cC m Architect Name&Phone# iii d w Engineer's Name& Phone# W U CC w Workers Compensation Amerisure 6/24/20Ier W Exempt/Insurer/Lease Employees/Expiration Date CC cc 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 regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. V. . . . .. .. , , , .4 (Signature of Owner or Agent) (including contractor) Signed and sworn to(or affirmed) before me this 8 day of J(J1V_ J 20/W by el N Notary Public State of Florida S�edt /1�/P/^fel1 . Melissa Sue LiebermanG p� My Commission GG 128088 Sia„,dc Expires 09/18/2021 IA 1( nature of Notary) Personally Known OR ~ [ ]Produced Identification Type of Identificati n: OP )7, (Signature of Contractor) , r 40 Signed and sworn to(or affirme•) • me�this LJ day of atit C - 1Y1-4 1 (Signature of Notary) N.,1‘rsonally Known OR [ ] Produced Identification Type of Identification: RUIN T.HOWARD ufriu ; w comisSION It GG 203321 �I`� ifs DSS.June 471 2022 v �.`'',, Badsd1WuNoIryPubfcUnderm s 6/20/2018 Property Appraiser-Property Details TOLL FL VI LIMITED PARTNERSHIP ' Primary Site Address Official Record Book/Page Tile# 250 GIBRALTAR RD 0 ATLANTIC BEACH DR 17008-01692 9408 HORSHAM, PA 19044 Atlantic Beach FL 32233 0 ATLANTIC BEACH DR Property Detail Value S ummary RE# 169505-1565 ] 2017 Certified 2018 In Progress Tax District USD3 Value Method CAMA CAMA Property Use 0000 Vacant Res<20 Acres Total Building Value $0.00 $0.00 #of Buildings 0 Extra Feature Value $0.00 $0.00 For full legal description see Land Value(Market) $209,605.00 $243,595.00 Legal Desc. Land&Legal section below Land Value(Agria) $0.00 $0.00 Subdivision 06884 ATLANTIC BEACH COUNTRY CLUB UNIT 02 _ Just(Market)Value $209,605.00 $243,595.00 Total Area 8589 Assessed Value $209,605.00 $230,565.00 The sale of this property may result in higher property taxes.For more information go to Save Cap Diff/Portability Amt $0.00/$0.00 $13,030.00/$0.00 Our Homes and our Property Tax Estimator.'In Progress'property values,exemptions and Exemptions $0.00 See below other supporting information on this page are part of the working tax roll and are subject to --- _-- ----- change.Certified values listed in the Value Summary are those certified in October,but may Taxable Value $209,605.00 See below include any official changes made after certification Learn how the Property A_ppraiser'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. County/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 Deed Instrument Type Code `Qualified/Unqualified I Vacant/Improved 17008-01692 112/12/2014 I$4,783,500.00 SW-Special Warranty Unqualified Vacant 00067-00132 111/21/2014 I$100.00` PB-Plat Book Unqualified Vacant I + Extra Features No data found for this section Land&Legal Land Legal I LN I Code I Use Description I Zoning I Front I Depth I Category I Land Units I Land Type L Land Valu� I LN I Legal Description 1 l 1 10150 I RES GOLF LD 3-7 UNITS PER ACI ASPA 155.00 1149.00 I Common 155.00 Front Footage I$243,595.00 I 1 67-132 08-2S-29E.197 I 2 ATLANTIC BEACH COUNTRY CLUB UNIT 2 3 LOT 54 I •i- Buildings YBuildings No data found for this section 2017 Notice of Proposed Pro art f Taxes Notice(TRIM Notice), Taxing District P �',Assessed Value Exemptions I Taxable Value I Last Year I Proposed I Rolled-back Gen Govt Beaches $209,605.00 $0.00 I$209,605.00 $1,658.77 $1,708.53 $1,620.75 Public Schools:By State Law I $209,605.00 $0.00 $209,605.00 $926.74 $888.10 $905.18 By Local Board 1$209,605.00 $0.00 $209,605.00 $457.47 $471.19 $446.84 FL Inland Navigation Dist. $209,605.00 $0.00 $209,605.00 $6.51 $6.71 $6.29 Atlantic Beach !$209,605.00 $0.00 $209,605.00 $657.00 $676.71 $643.11 Water Mgmt Dist.SJRWMD $209,605.00 $0.00 $209,605.00 $58.71 $57.10 $57.10 Gen Gov Voted $209,605.00 $0.00 I $209,605.00 $0.00 $0.00 $0.00 School Board Voted $209,605.00 $0.00 $209,605.00 $0.00 $0.00 $0.00 Urban Service Dist3 $209,605.00 $0.00 $209,605.00 i$0.00 $0.00 $0.00 Totals i$3,765.20 $3,808.34 $3,679.27 Just Value Assessed Value _ Exemptions Taxable Value Last Year ,$203,500.00 $203,500.00 $0.00 $203,500.00 Current Year]$209,605.00 $209,605.00 $0.00 $209,605.00 2017 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. 2017 2016 http://apps.coj.net/pao propertySearch/Basic/Detail.aspx?RE=1695051565 1/2 01.,,,\% City of Atlantic Beach APPLICATION NUMBER Building Department ECEIV (To be assigned by the Building Department.) i 800 Seminole Road E Atlantic Beach, Florida 32233-54 1)66(-- i g— 603 3' Phone(904)247-5826 • Fax(904 7-seP 2 7 2018 "1o;3 10. E-mail: building-dept@coab.us V Date routed: �? 1 City web-site: http://www.coab.usBy. APPLICATION REVIEW AND TRACKING FORM Property Address: 1 Bli �T -RL 1SU Dtbepartment review required Yes No _ uilding� Applicant: Bcpb �S\ S fanning &Zon_i Tree A ministrator Project: 1 t3&R OU N rPOO L_ Public W. . _ 11174 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: 144pproved. ❑Denied. (/Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING a-+40 - Reviewed by: Date: TREE ADMIN. Second Review: 'Approved as revised. jDenied. 'Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. J 'Denied. J 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 iXLy;-J, City of Atlantic Beach APPLICATION NUMBER ljs A' •a Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 POOL- ( g-- O03 �7 I ;•: < ' Phone(904)247-5826 • Fax(904) 247-5845 j;1}>r q E-mail: building-dept@coab.us Date routed: 9/4 /IS City web-site: http://www.coab.us / r APPLICATION REVIEW AND TRACKING FORM Property Address: 181i i TI CSL, --16Lft D(bepartment review required Yes No _ uilding) Applicant: Brk-(04\- -b tr.,S�(,l SQ.—Planning &Zonin Tree Administrator Project: 1 NGR 3U N b 'POOL- Public We . _ 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. I INot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING `iC. — 7 Reviewed by: Date:_/92 ( TREE ADMIN. Second Review: Approved as revised. I !Denied. I }Not applicable PUBLIC WORKS Comments: . PUBLIC UTILITIES ' PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. nDenied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 MAP SHOWING PLOT PLAN OF 070 3* 70 3 LOT 54 AS SHOWN ON MAP OF m m ma Rt m ATLANTIC BEACH COUNTRY (.'LUB UNI7), rn tnm rn rn AS RECORDED 7h' PtAT BOOK 67 PACKS 1.12-137 OF TC CURRENT PL'BiiC RECORDS OAOL/Nn: Fi.A. Q (/1 C (/1 C C&R[,rnu TO: Tat RROTFTERS, PIC. /�j, , Z73 3 rn2 3 fmi I dts, _ De mach-I � � GI DENOTES DIRECTION OF FLOW 73 a 0 > ry m lc ME'C DRAINAGELEVE o O�� ^f Z Z Z Z Z WERE DONSTAKE SHOWN THUS 11NOj ' rnT1 XI rn Iup 0 - BERT TAKEN FROM , INC. 1E PUNS v`A` BY TAYLOR&I IW, INC. DATED. NE 2013 `OT 017 -n S CURVE DATA C2 ELEVATIONS SHOWN HEREON ` ,O C F 73 11'I N33T03'30 E ' ELEVATIONS REFER TO NAw of [see CH - 9.78' 3 43 R - 50.ar A - 0.77ill 411 I M A AP 1112V1* rn 410 ,.. s s ! % 11111" 0 ` D YE 1 . �- _ ". 4, / -- �:�' - '� ,'�, ,W,c... -A ,i r 1 °? 4t1 +• :fie vROP R fi4'' '+ �� .1 e.� ,, j1 �5';',� I'' �1'�11r1� 1: �+ -TERP � ..;1 .rN A ool.$ ' i' ,,•^� AO i��4 5 34i AIC) y4�AY :.i, N .i+ .o TL. ‘:$44, �. =,icy��f:�' D..69.1T ', .o ....o v. '6.j 1,,��,',,.,.,A„...,.., .i.. ,is• � r. F.F rte(\\.2C'') 1 ■- z 0 ( S616' .1�1�1j ,1144','ti,.1 if: CP0 01 . 'Re1wn `' ,t... h 4� ��AJ �,�� A3� "•.. ' tOW. 49 T 't� - FNa ard/a/sa iD' ` • At, N0 , 541011 �' 12 - Ci r To \,1., AI- DATA C3 mOmOT1I0 ,"'1 M510'34'33-W 70 -4nOM- I 4 M > R .. 170.00' —I `" z v A - 58.87' m m - v 3 A - 1930'23' m 70 in m CURVE DATA Cl 141413'49°E -47 C O CN - 20.41' SIGHED' ENDORSEMENT UT C R - 25 00' SIGNED in A 0121.03 NAME:DATE: n A- 48.11'23 n c DIMENSIONS 910A14 HEREON ARE PER FOUNDATION PLAN TREE SCHEDULE LOT 54 OT SQ.FT.MNUS EASEL$ENTS/NETLANOS 1.165 -- --- MOOEL•TEARANFT O ES-8,166/43,560 - LOT SZE Lev* 9Q. Ff. 2 0.19 DRIVEWAY TO R/W _ 511* SQ. FT. CRESK40aREOLlIRED TREE LACHES 7.5 THE REW *iota .LA IRED NUMBER OF TREE QtCE BE MET — ALL PAVERS ENTRY WALK 48* SO. f7'. 591C 2'DIAMETER TREERIAMERSURENEMTS ESTIMATEDRIGHT-OF-WAY LEVCTH - 59.9b F T. 7'07[OF REQUIRED PLANTED TREES -IA11 8E CANOPY TYPE• FRONT 523* SQ.FT TOTAL IIWERVIWS K CORAGE 3.279* SO.FT. :8X N W W W•• VAIN NO MORE THAN 5o*OF THE SAFE SPECIES BACK 349* SO. FT. TOTALEASEMENT AREA 4501 SO. FT, V ID M1 W N 01 NEE A/C PAD=ATM; 53-22-II(OF71CFQ p VI 01 O ID 01 TNN LOT SHOW'EREOII 6 IN TIE SPFONL FI.0 .*7350 ZONE'k'AS SWAM 4NOERCRp1;N0 f IC11O,w7wFN15 NST IAEA-TO OA FLD00 4 SINPRCE RATE WA),06 I FOR TIE 012 OF AKIRSON S jE,TLARD.DA=C6-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SLARF1EY3-37'3,SAN.OSE FL40t SANE W -JICKSOMELL RDIOL 32257-aoyrn-Doss-LKoam AND arsaess NO 3057 Iswirl Now .e¢;:From Mee •. a r'a• RI SKETCH SON D'PUN ONLY-006 NOT REP%SLNI OR worm TO*OP IT-541 _K sI rpNlyy[oaraucE BOUNDARY L**S LOS P 1 BASED ON 4 MID RUN SUFYE!F PM a11 'go:ran a is n:16......!7. Pe POW C M ro.r -"J-. ill- r COW AMERICAN ill 4„, am 1 ▪ °m**a tawJADES O.N s,..",nMUSE ENW52E7 SEW SL/RVE'TOJFS IFIFa• tgra=KM VWr YICwEI A CA .Ids. 24e.Mai 7 Or!L IQL arN ur 1Lsp. -mo ut on •W M WWW WOW. 9�-AIC /EY .rns-,.. aw Y+ •"ff s. •r M n...Miaw,a, if.:,____ -91 M •mms m -WiWane' PATE 31-11_15 "' '^ {�� _e, iL f:l$'Fl�p pu�rC0N MNPE. FI _( ._. CA BY 55* to. P'\X/0\83206-150636-DaBa 1MI __ cosRf5V /SOON ____ fa[ a_2ee-__ MAP SHOWING PLOT PLAN OF LOT 54 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT a AS RECORDED TI PIAT B{1OK 67 PACES 7.72-137 OF THE Cf/RRENT Pv811IO RECORDS OF OfA'AL COl1NIY. hA CCRT.'ED TO. TCLt RROTNE}TS, MIC. it ...-,- DENOTES OIRECDON OF FLOW TYPE-C-DRAINAGE E:,EVATIONS SHOWN TRIS (11.20) WERE TAKEN FROM ENGR.EEPoNO PLANS j BY TAYLOR&WHITE,INC.. DATED &NE 2013 CURLE DATA C2 ELEVATIONS SNONAI HEREON N33'03'30'E REFER TO NAw OF 1995 CN - 9.76' R - 50.00' A - 9.77 A - 1172'01' T 5 5 D I ; A.,, 36' _- - 1 I ti 1; sOFt dSEO V,'O , • 44 iw itg oySTOMER fk` -/ to O1rr P; ltt �tiFq16 Ws4671 Yf ,,1 1 i `MTc+ S3,t0` :•:°'\!.:‘",;:,P‘'`,.:!. , 7 DKB01/' � -,, � „ r9Y . t ,+ , , �(�a.20) ti;, ' ,,, L • (ca ':4,,,,t Jsi. L ro �� 1.4 till 114- , R a�1, p1° `S8p ' 4718t_ --- r— 0 IslaVi N 5 3 �, a ' `� 1 itt 'i` Pool Equipment S404`53 g. i1-- 1 with 48" H opaque R - 170.00' barrier to match A - 56.87' house(Nardi a - 145723' CURLS DATA C1 Siding Swimming Ntv33' E S R.DERs ENDORaLAFNT CH - 20.41' SW 6764) SIGNED; R - 25.00' _ NAME.'A - 21.03' DATE: A I. 4811'2r 0114049ONS SiQAN HEREON ARE PER FOUNDATION PLAN TREE SOIEDULE LOT 30 FT.MINUS EASNJIENTS�iRETLAN05 0.186 LOT 54 MODEL 1* SQ. FT AC RES.8,188/4158Q LOT SI8.8181 S0. FT. 0.18 DRIVEWAY TO R/W 811$ SQ. FT. AdtES>sO.REAUIRED TREE INCHES 7.6 BE MET ENTRY PAUL THEREQUREO NU16EA DF TREE INCHES YMLLALL PAYERS 183 S0 FT. VSTNO 2'DIAMETER TREES, ALL MEASUREMENTS ESTITATED RICHT-OF-WAY LENGTH 59.96 FT TO%OF REWIRED PLANTED TREES SHALL BE CANOPY TYPE, FRONT 823* S0. FT TOTAL RPEWhAOUS CO.ERAGE 5.279* SQ,FT. 38% YEN NO MORE THAN 50%OF THE SAME SPECIES BACK 349* SQ.FT. TOTAL EASEMENT AREA 4501 SO,FT. Km(AA PAD ulcer*:53-22-40 LOFT+CEJ 1E LOr 040404 4E110:446 W TIC WOK FIA00 HAVOC ZONE X AS SADAO IUNOERCRO4N0 r1101q+ONF.N1'S Nov�COA'E4 Oh FLLG0.1POJRNICE WE WA 0401 N FOR THE OIY Or.IIOp01NLLL FLoREK RUED C6-08-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND fIAWF,CY9-3751 SAM,CZE�51R5 IS-ae l 84L now.32731-9004/S-0001- �,4D, Aa 31137 = .;t. a rtJr atoiDn a.. 'ttos0va, SKETCR FOR FIA;PUN ONLY-D0CS OW OEPRLSENI OR PURPORT TO SI OW 4 °s°0 TIMM .tr•rO�'i ,Q. 904440MY UNES LO4 Y :T USED ON A 100.0 RUN SUM! . s mai i(.: aR a i ro.- '+ taa"'1 PAL -Ma qr ctuw owe 4LL A, t.-. .alt suRve wes A 1 .nAL "-a.RRPIA.IOW WNW,Rol UNLESS EIOOSS2C OT SEM OW :a' Mn KWIC WHEY mown A,wiles+.NHPRIOSOK om.eN°sa � Of w�ue t'-i0' -R-w ".o aaw IRs.,.ersr SCALE Q .Rea / _ [a ' War — 'man Of OATF 41-24-15 .- t .�__ / - - 9R Ft, .pSiQQD. N. Wiwi" 9 Fp. X _ ._._ 00 9Y ERR ,1Rt P:\7Cte\332ee-1401130-oeL0Ia1 ORDF*1YO 10O/7I ___ ,rr 03314 , 0i=-'_'l TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY • r ''-i);' City of Atlantic Beach PERMIT# r) Community Development Department t\,,,,,, 800 Seminole Road Atlantic Beach,FL 32233 ' .1 7,2 (P)904-247-5800 SITE INFORMATION ADDRESS 11877 Atlantic Beach Drive Atlantic Beach, FL 32233 SUBDIVISION Atlantic Beach County Club BLOCK LOT 54 RE# 169505-1565 ❑X RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME Mark Turner PHONE# (904)272-9473 ADDRESS 4265-A Eldridge Loop CELL# (904)813-3309 CITY Orange Park STATE FL ZIP CODE 32073 EMAIL mark@backyardesign.com ❑ OWNER ❑X 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 CERTHAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent LI Steve Merten SIGNATU'' O'WrICANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this fes_ day of �ri Ub et, , a`l by State of / (C l.'''E lt 't , • County of C i'.--`j Identification verified: '- Oath Sworn: Yes X No ' otary Signature ,,.•� .iii, PAMELA O.TURNER My Commission ex.- !F ,,', \ MY COMMISSION#GG 104,18 � _ ;c;; Bonded Thru Notary Public Undeiva tern 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 --- r 9 i ) i LANDSCAPE CALCULATIONS: IMPERVIOUS CALCULATION Earth Works, Inc. SQ.FT. 12501 Beach Blvd I.TOTAL SMI AREA au• s5 »AO LOT 8,616 Jacksonville,FL 3224 -RESIDENCE 3,2796 a`MOMT•110 MOUNT ENTI -POOL&DECK 656 TAM antla a"' 'f -TOTAL IMPERVIOUS 3,935 UNIOaeAaa MOVIEN pill%a TARS MIA) as LANDSCAPE mown= NI to -PERCENTAGE 45.7% TREES IIIO111IME I t PM 750 a.a.)HM%Na110w0001 a Tns..PRONGED 3 MEM a.Sea Tare NEMPROMITS: EARTH Tana*NM COO O woman ■)1 woman MOWED IaOri 01 lana a1141 177 as 1/W��6P�tttl111,,,(.RV_ 1AN0-CIPS PROVIDE* 541 ti ..CITY Tnaa NEOUIR rawra: GARDEN CENTER 1 TILLS PM Ilea aa. SAM SP Tnna n,a ma,O: 4 TIMM TIM/►*051040 IS TILLa1 Aaanhc Boach County Club 10(51 3g Indian Hawthorn(8) I Atanbc Basch w. MOTES: obenhc Basch.FL T.=MAN mob s.PIM STRAW IR'C.T.Sabal Palm(1) I iau NUINIUM►A►�wwi IMEMPO,T s £ S 1 0 g porn (20) I 3 Pittos m FENCE 3g Walters Viburnum(81 w\ ) al�\4 Cal Nuttall Oak II J GATE Ligusrrum Patio Tree(1) I s�`Muhly Grass I I I 1 16'C.T.Sabal Palm( lg Rose a D.j., tory 9.tote f� ,IT �- .. ._y.. �I4...o,;• —'— _ —— — — ——— — By. err,aaa Inc \ .r`r 1,%1 r.g Agapanthus(40)- 11 0 oy6;�, • t1 d Q,� '` yy ;a .Or ) 0js,. d 4 Via 1` `�4" si.lvhttall�ak/!t FENCE ..• .Og Grape Myrtle(111 * t• o ` '•v. °. I sin)^Jasmine(431 )OHO' -- • I p 15g European Fan Paint 11 Celebration Sod 00r Ig Liricpe(T) Celebration Sod I • f. • I,d 1.984 s. GI s.L LOT S4 A __1sAstallc Jasmine(10) _ g Walter Viburnum(1) f >' �* Lijsusmtm Patio Tree(I)---, y,p� Ig Blue Pacific Jumper 110) IN. 0 '. v 1 P%tapanthua(IG) bC tic GATE 7c LLBlue ml ! / �/ (� ,n # c• •o':�:4' ? I, a'O d�btr.,"•A O• j'0 O 4°O_- _ — /ICclebralionSo¢ / 2.ev Mit C.T.Sabal Palm(<) "' - t A 0::,.),'F.-0..1111t-'411 g u 1 y ►ass i 14'C.T.Sabal Palm 11 Planting Plan 3g Coon13 3g Indian Hawthorn(6) r'. / 3g Pineapple Guava(101 I Ir C.T.Sabal Palm(1) 3g Plttosporum 116) / :// 3g FENCE 16'C.T.Sabal Palm(I) / 3g Wallcrs Viburnum(61 Nellie Stevens Holly(I) /,,.• / ISM 1g African Iris(14) 14'C.T.Sabal Palm(11 .e: 1/20"= 1' Backyard Designs, Inc.rElevation and Drainage SPOT ELEVATION G J ' (. V I / E. 40 8.6 N.E. Property Line Kt PEW VO r-- ...it,. SPOT ELEVATION 9.3 D 1 (1:40_0 S.E.Property Line NAGE T 1 9�Er; ___ 0 Pool Deck ' EV3 1-....4 D it 4: DRAINAGE' )RAINAGE 4 9 E93 LE II r4_....__ Q9.3ool Deck 9.2 111 i 1. 0 T 5 4 (VACMT) I p. 1 3Ev___9.5 yt5 1 r 11.7 i W ELEVATION OF / 0 i COVERED PORCH I NOTE: LANAI STEPS TO BE DONE BY TOLL BROTHERS I g ..., rtt i t :4 i e: .. ' . K I'N crr . . ? , ; / '"rte' "4„"e .: " f w . . r '` : 1 RESIDENCE aSPOT ELEVATION 12.2 j d 1 _ Proposed F.F.E. ! 4 Scale:=1' DECK PLAN SHELLSTONE PAVERS Available in 4"x8", 8"x8", 8"x12", 12"x12" and 16"x16" sizes, Shellstone pavers are a ground-face product that blends oyster shells and coquina with our standard paver formula. The pavers are then ground to expose the shells and aggregates inside, creating an exposed coquina-shell finish with an airy coastal appeal for borders, pool decks, lanais, walkways, porches and more. SHELLSTONE 16X16 PAVERS t -. PRODUCT CODE: PV214SOG THICKNESS: 2•/ (60MM) = DIMENSIONS: 16'X 16~ SF PER CUBE: 107 CUBE WEIGHT: 2780 LBS FINISH: STANDARD SURFACE TEXTURE: GROUND SHELL Backyard Designs, Inc. Elevation and Drainage SPOT ELEVATION 8.6 N.E. Property Line DRAINAGE SPOT ELEVATION 1011)9.0 S.E.Property Line DRAINAGE DRAINAGE 0 9.5 SPOT ELEVATION Pool Deck DRAINAGE DRAINAGE CI)9.5 SPOT ELEVATION Pool Deck NOTE: LANAI STEPS TO BE DONE BY TOLL BROTHERS J COVERED LANAI RESIDENCE SPOT ELEVATION C1)12.2 Proposed F.F.E. Scale: 3/25"= 1' MAP SHOWING PLOT PLAN OF LOT 54 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED !Ti PLAT BOOR 67 PAGES 1.72-137 Or PC CURRENT AtiD.00 RECORDS OF DUVAL CO(1NTI: fiA CER'ill5O TO. TCL! RP,OTHFRS, NC. I COMMUNITY lif DE DENOTES DIRECTION FLOW q PPR ��ON TYPE 'C'E)RANAGE O 1 , �Nr ELEVATIONS SHORN THUS((11.20) .1 .: WERE TAKEN FROM ENCMEtP NC PLANS U BY TAYLOR&MITT, NC., DATED JUNE 2013 i. CURVE DATA C2 ELEVATIONS SHORN HEREON K33'03'301 REFER TO NAVE)OF 1965 CN - 9.70' R s 50'00' 48"HIGH 2 RAIL A 9.77' I 11'!2'01' ALUMINUM FENCE AND GATES 5 I L 0 /AR ,.07'6 i o , �r• _ J �C 1,I[)'.ont ,. Y z9RpP7.EDyi'1"� �� 0 3• �1';1,,,,44..',1'11,1,1,•'''1.,... y�O� �SRA/µCs uENCE Q costowlER ?�'�.�'1 Pli seO1• h 1t, tr' 1'''1''' LxW�G567 � Is 1 • , J•",,1., x '1 .. Ai.� ,t1 i�r(15.207 , f^T I.T 1 ` ]516' •17TH',-: l it h y. F pg000`. �L ' 01 9s 1. ' �' (F.4 a�',2�0� ' 1 1 _J �1 11 i„4.' ` -p? .iC�r.. „' •� _ - - 1 tw r,.v + ,1 • '' 1 ,-1 .L` �-+•i Seta _ i c' 1 1I •{ .4Y--- 1� 491' o 1,-,-,— 1—, - ••c—-? p nm4�a a1 (� ii \, �. ' '- --- ..r-- i Seel0"1 141.1 \ —\ 1--5/1 L O 1% £ C CURVE DATA C3 > i 1 1 Sy0'34'S3'W \‘ €n� 1 2->: 1 C11 - 58,58' R •. 170.0 58. 0'87' 6 - 19'30.23' CURVE DATA Cl 14114'33'49.E CH 20.41' 8UILDERS ENQQRSEMFNi R •• 25.00' SIGNED A a 21.05 NAME: A>. 48'11'23' DATE: DIMENSIONS SHOYM HEREON ARE PM FOUNDATION PLAN TREE Sb1EDUL.E LOT SQ. FT. YNUS EASEMENTS/WETLANDS - --J LOT YODEL.'TEARANFT ACRES.8,166/43,360 60.10.155 LOT 312E 0.16 6.6,e* so. FT. ACRES>40.REp11(REp TREE woes 7.6 DRIVEWAY TO RIN. 511* SQ. FT TNS REQUIRED NUMBER OF TREE INCHESW LL BE YET AU.PAVERS THE WALK 48* 50. FT. USING 2'DIAMETER TREES. AU.MEASUREMENTS CSIUATED RIGHT-10E-WAY LENGTH - 59.96 F(. TOL OF REWIRED PLANTED TREES SHALL BE CANOPY TYPE. FRONT 623* SO.FT TOTAL RIERVIaUS AREA 3.279* SQ. FT. 36R AIN NO MORE THAN 50%OF THE SAME SPECIES BACK 349t SQ. FT. I TOTAL EASEMENT ARCA 4601: $Q. FT. PM!(AVC PAD LOCAOCN: 93-22-1S(amp T LU!SHOW'KAON K M M 51417.E F1A00 HATLMIO ION[71'AS SNOI.N 1i 4xlcomO1.N0 1 NCJoacvmEMS NOT tW'CD ON.FLOOD 9 LITT S RRTE WA 2405 N 5711 TME 001 OF 0 RATA O TO FLV P OM1C0 CA-AS-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LARD SUN[,EM73-3731 SIN JOSE AA=STA4E 13 -,ACNIONNtLL now 32757-904/273-0055-LK05SCO LAAO ANSAs=NQ 3NS7 Lw__ 41 ^h SKE7:N FON FW PLAN - 3 a it-° MQS ONLY- OOCS NOT t5EN1 OR PURPORT TO!NO'N - u a PR i'<r:•MnOi OMlap1 raw 90UN7AI[/11165 AO4 c 1 BASED ON A Kw RUN 31114£1 °n1 a N°s .„1,:•...v.....1"....., ,Lu AMERICAN •n;�1 ® 1•�j. Ivw..WO sum r NW'ow UNL[S!Cy0!!EC ST SEM �IRKISRS IDCB{ .w 'o c. +SES O.HARRISON.T,IP..NA tM7 Qr fLDLRQL Mine �t u1a t'-20 WPM MQ11EL A I.APACR,NO Ms.T SMC. IPM I., •Nan CP�1'VNac1M m .a.wa 1811 .•®.of wileQ .�.. _e. Now -9I mm .>r Y 14.1 1AlE 01-2x-1! y V EP r1 x r '91 _.. Q° EA. OR9 or, P:\2015 8)286-16067!-uatplan OpOFN A'O 1800.75 tilt e_72ea __ Date: 7/16/2018 Client: TOLL FL VI LIMITED PARTNERSHIP Baclkyard Company: Backyard Designs,Inc. Address: 11877 ATLANTIC BEACH DRIVE Address: 4265-A Eldridge Loop ATLANTIC BEACH,FL 32233Orange Park,FL 32073 Depth: 7;:;:sie I►i ,� Phone: (904)272 9473 -Shallow: 3 FEET � �/� Deep:* 5 FEET INC` License: CPC 1457269 SCC 131149942 #3 REBAR-12"ON CENTER BOTH WAYS FOR WALLS AND FLOORS Pool Beam DECK Water Line rle 1 1 1 1 1 iii i i i i III I • Two 8"SCH 40 PVC Main Drains Minimum 6"3500 PSI concrete floor and walls I 1 �'✓ h I This drawing complies to the 2017 Sixth Edition FBC R4501.6.1 Conformance Standards ,( el) "7/1�� Y 'Pools 7 deep or deeper will have I'3 Rebar placed at 6"vertical bars beginning at a 4'depth extending 2'above and below the coves and S above and be/ow the floor break. Note:Poo/Elevation Not To Scale ANSI/ASP-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: 35 gpm per skimmer 1. Calculate Pool Volume: 3 x 7.48 (gal./cubic foot) = C3T11%0 (Surface Area) (Average g9epth) (Volume in gallons) 2. Determine preferred Turnover Time in hours: (D x 60 (minutes / hour) = "360 Qq 1 q / 3 (Hours) = gL/ n, (Turnover Minutes) 3. Determine Max Flow Rate: � `j = o� �j Jets: (Volume in gallons)(Turnover Minutes) (Pool Flow Rate) (Feature Flow 4. S a �� ill � Rate) (System Flow Rate) x P /4 gpm per jet = 1,4 flow rate. (Number 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 /3B gpm Maximum System Flow Rate. Trunk Piping to be 2. 5"inch to keep velocity @ 8 fps max. at /17 gpm Maximum System Flow Rate. Return Piping to be Z. 0 inch to keep velocity @10 fps max. at /0 3 gpm Maximum System Flow Rate. Determine Simplified TDH: 1. Distance from pool to pump in feet: 2. Friction loss (in suction pipe) in 2.5 inch pipe per 1 ft. @ //7 gpm = .09 (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in 2.6 inch pipe per 1 ft. @ /b3 gpm = ,J o (from pipe flow/friction loss chart) 4. Length of suction pipe 7Z x ft. of head/1 ft of pipe . 09 = TDH suction pipe 67/1/6 5. Length of return pipe '7 2 x ft. of head/1 ft of pipe •10 = TDH return pipe TDH in Piping: / g Filter loss in TDH (from filter data sheet): Heater loss in TDH (from heater data sheet): Total all other loss: Total Simplified TDH: Selected Pump and Main Drain Cover: Pry 1,2_ TtzuFt2 Pump selection 3050 VARJAQtt= .t e-6elusing pump curve for Simplified TDH & System Flow Rate (Pump model and size in Horsepower) Main Drain Cover SOX (System Flow Rate must not exceed approved cover flow rate) (Make and Model) 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. I XI H 3' —0" N 2 S/JX suction outlets @ /3'/ gpm max. flow (see note 2) O O O 3 suction outlets @ gpm max. flow (see note 3) Aquastar Channel Drain @ 316 gpm max. flow rate A & A Channel Drain @ 217 gpm w/ 2 port & 278 gpm w/ 3 ports (see note 4) TDH Calculation Options Total Head In Feet Conversion Chart For each pump Inches Mercury(Vacuum Gauge Check one 0 2 4 6 8 10 12 14 16 18 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3 X Simplified Total Dynamic Head (STDH) 1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 Complete STDH Worksheet-Fill in all 2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 blanks 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.6 Total Dynamic Head (TDH) 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 Complete Program or other calcs. Fill 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 in required blanks on worksheet& 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 attached calculations. 8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 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 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1 • 13 30.0 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4 Notes: 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 1. If a variable speed pump is used, use the 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 maximum pump flow in calculations. 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 2. For side wall drains, use appropriate side 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 wall drain flow as published by the 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 manufacturer. 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 58.9 3. Insert the manufacturer's name and 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 approved maximum flow. 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 24 55.4 57.7 60.0 62.5 64.5 66.7 69.0 71.3 73.5 75.8 4. See installation instructions for number of 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.0 ports to be used. 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 5. In-floor suction outlet cover/grate must 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 76.0 78.2 80.5 82.8 85.0 conform to most recent edition of 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3 ASME/ANSI A112.12.8 and be embossed 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 with that edition approval. 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92.0 6. Pump& Filter make, model and location can 32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92.0 94.3 33 76.2 78.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6 not change without submitting revised plans 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 and TDH worksheet. 35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 101.2 Flow and Friction Loss Per Foot Swimming Pool Specification for: Schedule 40 PVC Pipe re LOTS I (//JCc Velocity-Feet Per Second Pipe 6fbs 8 tbs 10 tbs /0 /Iy 7 A ' - &5I/ 66,e)k21),5 Size (�; _ � 1" 16 gpm 0.25' 21 gpm 0.66' 26 gpm 0.94' 47L✓`2/2A T 76.9,6,11 [-' L 1.5" 37 gpm 0.16' 50 gpm 0.28' 62 gpm 0.48' 2" 62 gpm 0.15' 82 gpm 0.25' 103 gpm 0.40' Job Address: 8 ��L�/S r� 2.5" 88 gpm 0.09' 117 gpm 0.15' 146 gpm 0.23' #2 ion � 1 J✓w 4c 3" 138 gpm 0.09' 181 gpm 0.14' 227 gpm 0.23' /r L '/J 4" 234 gpm 0.06' 313 gpm 0.10' 392 gpm 0.15' Permit# 6" 534 gpm 0.04' 712 gpm 0.04' 890 gpm 0.10' APSPThe Association of Pool&Spa Professionals® ANSVAPSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: TB, Lot 54, AtI. Bch. Country Club CONTRACTOR NAME Backyard Designs, Inc. AND ADDRESS AND ADDRESS: 1877 Atlantic Beach Drive 4265 Eldridge Loop Atlantic Beach, FL 32233 Orange Park, FL 32073 owNER:ToIl FL VI Ltd. Partnership CONTRACTOR PHONE:(904) 272-9473 DATE:9/25/2018 This information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals(APSP). It is not part of the American National Standard ANSI/APSP/ICC-15 2011 but is included for information only.Contractors should acquire and comply with the ANSI/APSP/ICC-15 2011 standard which can be purchased at www.apsp.org. 1. §5.2.1:Calculated pool volume a. Gallons: 8,976 ;or 1. 8,976 gallons - b.Calculated Gallons: (surface area)X (average depth)X 7.48 (gal/ft^3) = 0 2.§5.2.1:Calculated maximum filtration flow rate 2. 36 gpm - (Pool volume_360 or 36gpm whichever is larger) 3.§5.2.2:Auxiliary Pool Load: Yes, El No? (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not add auxiliary 3. 36 gpm pool load flow rates together,only the highest is used.) 4. Calculated maximum flow rate 4. 36 gpm - (Item 2 or item 3, whichever is larger.) 5.§5.5.1:Pipe sizing: a.Minimum suction pipe diameter 5a. 1.5 inches 1a72J (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 4.) b.Minimum suction branch pipe diameter 5b. 1.5 inches (Calculate:Item 4. 36 (gpm)-Branch Pipes 1 (quantity)=branch flow rate 36 (gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c.Minimum return pipe diameter 5c. 1.5 inches 4).0 (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.) d.Minimum return branch pipe diameter 5d. 1.5 inches a„D (Calculate:Item 4. 36 (gpm)_Branch Pipes 1 (quantity)=branch flow rate 36 (gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than the calculated return branch flow rate.) 6.§5.4.1:Filter type and size: a.Filter type:(Cartridge, DE,Sand) 6a Cartridge b.Minimum filter area 6b. 96.0 sq.ft. 1150 (Calculate:item 4. 36 (gpm)=filter factor 0.375 ) Filter factors:Cartrid e=0.375, Sand=15,Diatomaceous Earth=2 7. §5.4.2:Backwash valve: UYes, ❑No? 7. 2.0 inches - (When using a backwash valve,enter result of item 5c or 2 inches whichever is larger) Table 1 Pipe Size: 1.5" 2" 2.5" 3" 3.5" 4" 5" 6" Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540 Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720 8.Pump selection: §5.3.2.1:Pools 17,000 gallons or less,select pump'from the database with a Curve-A gpm flow equal to item 2 or less. §5.3.2.2:Pools 17,001 gallons or more,select pump*from the database with a Curve-C gpm flow equal to item 2 or less. *Multi- speed pumps must have one speed listed that satisfies this requirement. a.Pump model ga. Intelliflo 3050VS b.Pump flow 8b. 73 gpm _ 05.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Component Section Requirements Check 4.4.1.1 Heater has no pilot light 4.4.1.2 Readily accessible on-off switch mounted outside of the heater 1-1 Heaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, ❑ 4.3.1.3 or for pool with 60%of documented pool heating from on-site solar or recovered energy. 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0 5.1.1 Pool filter pump listed in database I I 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speed Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for n servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. 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 ri built-up connections,or dedicated pipe to and from the pool. 5.5.6 Directional inlets for mixing pool water. ✓ 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 „,` ,r;1, i INTELLIFLO® VS+SVRS �`�° �: + PENTAIR HIGH PERFORMANCE PUMPS -M - Featured Highlights - °:+. cliiP •Ability to program exact pump speeds for specific "t '3 - y i ^, operations-filtering,heating,cleaning,s wets water �•' # 41 $ select features and more-reduces energy costs up to 90% s # �`� . `, i)PENTAIR •SVRS complies with Virginia Graeme Baker SafetyAct 4:4- i ''4 .�PENTAIR g la •Built-in diagnostics protect the IntelliFlo pump from F f s • 0 the most common causes of premature failure- ;<...'-'9- Al ` rillillINA overheating,freezing,and voltage irregularities. x• - 4 -�' �, • Includes priming protection.No SVRS calibrations needed.Built-in SVRS cannot be turned off. ENERGY STAR •Safety lock-out feature(password protected) prevents pump speed settings from being changed by P. IntelliFlo VS+SVRS Appliance unauthorized personnel jt High Performance Pump y Effl paeaey a •Ability to set minimum and irtaximurn speeds so pump will only operate within the ranges set to'help assure safe operation and long life • IntelliFlo VS.SYRS pump Protected by U.S.Patent No.813,306:6,602,743;8,469,875; . 8.573,952;8,602,745 8,043,070;7,686,587;7,815,420;7,857.600;7854,597;0568,340; • Compatible with IntettiToucho;Easy ouch°,and • 0606,562,D611,430 and Patent Pending and all corresponding foreign counterparts. SunThueh®Pohl Control Systems IntelliFlo pumps combine variable speed technology, onboard digital • NSF Certified,UL and ETL Llsteifeg an intelligence, and permanent magnet motors (used in hybrid cars) ASMEA112.19.17. 0zbevihe to reduce pump-related energy costs by up to 90%. The IntelliFlo VS+SVRS pump models are the first swimming pool pumps to feature •Flow/spOperafeeed d are constan 50 hz-o pe atinput O50hz o, a built-in Safety Vacuum Release System that detects drain blockage Flow/speed are constant when operating-+,n 5Dhz or 60 hz. and automatically shuts the pump off. Ordering Information P elf,,. r, > 491,, * ,,F 4oad k1y HP, SF s P. FREp, PrimarLtistlrtgsand Port Size Carton vri 011017 IntelliFloVS+SVRS 230 16 3.2 3 1.32 3.95 50hz/60hz UL',NSF',CSA',ASME',ETL, 2 in.x 2 in. 47 APSP° 520641 IntelliCom 4-Rated 15-240 VAC 15-100 VDC with 4 inputs '52040Q iiitst1 Cola 2-Rated 9 30 V OC with 4 inputs 8 350122 Communication Cable-50 Ft.-Included with pump 1 2 11201-0154 2 in.x 2 in.Union 12 in.NPT male x 2 in.female NPT quick connect) •Note:two required per pump(sold individually) 2 4 ' 'UL'indicates that pump bears a UL mark signifying evaluation to U.S. Title 20 and is certified to use on Residential Swimming Pool Filtration Standards UL1081 for Permanently Connected Swimming Pool and Spa Systems, r ;}; Pumps and to Canadian Standards CAN/CSA C22.2 No.108-01 Liquid y Pumps For Swimming Pools Only(Enclosure 31. ° Product may have been evaluated to other state and local regulatory 7 j” 2 NSF'indicates that pumpbears a NSF mark signifying evaluation to NSF standards.Listing status may change.Always confirm status with A ._,: appropriate agency if in doubt. -4 Standard 50 For Self-Priming Centrifugal Pumps For Swimming Pools Only. ' ' 'CSA'indicates that pump bears a CSA mark signifying evaluation to Note:Pump must be used with current collectors when installed on spas or hot tubs in Canada. Canadian Standards CAN/CSA C22.2 No.108-01 Liquid Pumps For ;" Swimming Pools Only(Enclosure 3). ASME'indicates that pump hears a specific mark signifying evaluation:foe Refer to catalog page 43 for a selection of 2 Pole GFCI breakers �+ ASME/ANSI Standard A.112.19.17.2002 Manufactured Safety Vacuum Rewhich offer 6 mil tang personnel protection while meeting 2008 .;, System(SVRS). to Current NEC Standards for Pool Pumps. ` 'APSP'Pump has been evaluated to ANSI/APSP/ICC-15 and California y INTELLIFLO® VS+SVRS t • HIGH PERFORMANCE PUMPS (CONT'D) t :s a ' • C ' 4141,61.-.;.:;'," ,;', ,N0414:; - • w IntelliFlo VS+SVRS Variable Speed Pump Dimensions and Performance 100 , II --- — — i I.M7(SPEED-3450 RPM III ! 90 , , I FACTORY PRESET 80 — ! I I SPEEDS I —3110 RPM SPEED 4-3110 RPM 70 I '' —2350 RPM I !Ij100 RPM 50 V ElG SPEEDS-2350 RPM __ a )0. 30 � -i-I-I_ MIIIIIIIM 20 to IMIE1111111111 111 SPEED 1-1100 RPM 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 FLOW RATE IN US GALLONS PER MINUTE Note: IntelliFlo VS+SVRS minimum speed is 1100 RPM 1 10 78 r!�_ 23.41 { 0tt��I'111i —_,_r NI---=. L,. ....____---..--nillirmimillffaill , r /',111® \I7 pm ' ISR— '�— �—• OM ail 12.50 1111 .' _ ) ,�• I _.:::;d11114: :_. 1 • 11.111 lirla '."r::: 111_11 I,1111 `irt Iii ir 1IIiI•II ' Lam: 3 j_ ,.r t- See page 510 for replacement parts. z < 1�T�1 pt. 0 INTELLICHLOR® N SALT CHLORINE GENERATOR 1- Z Featured Highlights (II • Full diagnostic capabilities,including cell life tracking that communicates remaining hours of cell life in real-time.Captures EC Li Select all performance data daily(production settings,hours of operation, Select chlorine output,cell cleaning cycles,salt readings,and water ;. ,.V } \+9 PENTAIR temperature averages). itisit R, 4 : 4 • Push-button operation and easy-to-view displays enable fast checking of salt levels,cell cleanliness,sanitizer output, and water flow •Automatic shut-off feature protects the unit and prolongs cell life under IntelliChlor Salt Chlorine low water temperature conditions Generator Cell • On-time cycling helps prevent calcium and scale build-up to maximize cell life IntelliChlor Salt Chlorinator uses common table salt to • Ability to communicate with lntelliToucV,EasyTouch1P,and SunTouch® produce all the chlorine a pool needs,safely,effectively, Automation Systems and automatically. Same sanitation performance as • 110 VAC or 220 VAC wiring 1110 VAC only for IC15) manual chlorine addition without the drawbacks. No • Include 2in.unions llClSunions adapt tol1/2in.l need for customers to buy,transport and store chlorine Compounds. • Certified to UL 1081 standard for safety • NSF approved • Health Canada approved Ordering Information Product Description Carton Qty. Carton Wt.(Lbs.) INTELUCHLCR SALT CHLORINE GENERATOR FOR UNITED STATES 520888 IntelliChlor IC15 Cell for Smaller Pools(US Version)-includes External Power Supply 521171 IntelliChlor Replacement External Power Supply for IC15 520554 InteltiChtor IC20 Celt{US Version) 1 7 520555 IntelliChlor IC40 Celt(US Version) 1 14 521105 IntelliChlor IC60 Cell(US Version) 1 16 520556 IntelliChlor Power Center(US Version( 1 13 rl?F_I.ICHL')RSALTCHLDRINEGENERATORFORCANADA 522109 IntelliChlor IC15(Canadian Version) 1 9 520911 IntelliChlor IC20 Cell(Canadian Version( 1 7 520912 IntelliChlor IC40 Celt(Canadian Version) 1 14 520910 IntelliChlor Power Center(Canadian Version) 1 14 NTELL'CHLUR SALT CHLORINE GENERA1ORACCESSORILS 520588 IntelliChlor pass-through cell for winter or start-up 1 3 520595 IntelliChlor replacement unions(contains 2 0-rings.2 couplers,2 nuts( 1 1 520670 IntelliChlor Acid Washing Kit(includes closed-end union cap,0-ring,and coupling nut) 1 1 520734 15 foot extension power cord 1 1 520736 IntelliChlor Flow Switch replacement kit 1 1 521147 IntelliChlor Orings-Pack of Ten 1 1 521248Z IntelliChlor Power Center fuse holder replacement w/fuse 10A 250V 1 1 521034Z IntelliChlor Power Center PC100 surge board replacement 1 1 521377 IntellipH canister with controller 1 18 521495 IntelliChlor IC15 Replacement Reducer Unions-2 in.to 1-1/2 in.(contains 2 0-rings,2 1 1 couplers,2 nuts) 521633 IntelliChlor Debris Cross Guard-Pack of 5 1 1 10010 IntelliChlor Power Center fuse for IC15)1.5A 250V) 1 1 522745 IntelliChlor Power Center automotive style fuse replacement 110A/58V Mini-blade) 5 1 246 CMIP' .. . VGB GALAXY: POOL DRAINS 2008 VGB-2008 . COMPLIANT CMP 25513410X-000,25513-10X-000,25514-00X-000,25515-00X-000,25516-00X-000, 95 ,w ,(,,," 25519-00X-000,25531-00X-000,25537-00X-000,25539-00X-000,25539-10X-000,25548-00X-000 mad«w.a Read and keep these instructions for future reference. Always plumb and install all suction fittings according to all building codes that apply in your area. WARNING:When using two or more suction fittings on a common suction line,suctions must be separated by a minimum of 3 ft or they must be located on two different planes(i.e.,one on floor and one on the wall). WARNING:DO NOT locate suction outlets on seating areas or on backrests for such seating areas. TThe maximum flow rating for this suction fitting is 84 GPM(Wall)and 95 GPM(Floor).This suction fitting is designed for installation on side wall or door of hot tubs or pools in conjunction with at least one other suction fitting per pump. DO NOT adapt suction fitting to any pipe size smaller than ASTM 1.5'SCH 40 PVC. Field built sumps should be constructed per in ANSI/APSP-16 Figure 2(see below)found on page 5 of the Standard.Suction fitting and fasteners should be observed for damage or tampering before 0mta. ISD m111. 160mh3. °wJe each use. Missing,broken,or cracked suction fittings shall be replaced 0 /� before use. Loose suction fittings shall be reattached or replaced before __7—.' -. D use.Contact your local pool and spa professional for all winterizing - -' ' 11 instructions and recommendations.Open area of cover is 13.20 in2. A omiR Head Loss(Pax 103) 11.6Dmin. °min.I OMnS. i -- 1Omin.P 40 20 �) 0 C D Flow(GPNU 40 60 60 100 GENERAL Im1ES: Gt V.Ipa5Ea&mets 011884. M AD Aammafaoa sham as 8881c ns. Tools Needed: Phillips Head Screwdriver 41/118818811114C. 888.18148 "`ar o`°"`"""(°" INSTALLATION INSTRUCTIONS REPLACEMENT PARTS I1. TON sump provided or construct *X CAN BE ANY DIGIT 0-9 TO DENOTE COLOR sump per 25513-OOX ANSI/APSP-16 Figure 2(see below) 25514-OOX Sump 25513-010-010 Sump 25514-000-020 2. If mounting frame is provided, secure it in concrete Plug 25520-050-010 Plugor plaster. Cover 25507-O0X-010 Cover 25520-050-01010X 3. Use mounting screws to secure cover to frame or sump. 0-Ring 26100-580-355 0-Ring 26500-580-355 Screw 61004-083-212 61050-550-250 Screw 61050-550-250 NOTE:In the event that one suction outlet is completely 25515-OOX blocked,the remaining suction outlet(s)serving that system Sump 25515 010-010 25519-OOX MUST have a flow rating capable of the full flow of the pump(s) Plug 25520-040-010 Sump 25519-010-010 for the specific suction system. Cover 25507-1OX-010 Cover 25507-10X-010 Ring 25532-80X-000 Reducer25520-040-000 Gasket 25515-000-011 Plug 65051-058-030 NOTE:Increasing size of the pump may increase flow rate of Screw 61051-058 030 suction beyond rated safety limits causing entrapment or death. Reducer 25520-020-000 :AUTION:Hair or body parts blocking the spa or pool suctions Screw 61051-052-028 nay become trapped and held against the suction fitting. 25531-00X 25539-O0X Entrapment against the suction fittings can result in drowning or Frame 25530-000-010 Frame 25539-000-020 )ther severe injury. Never sit on or lean up against suction Cover 25507-107-010 0-Ring 26100-487-180 Cover 625507-00X-0101004-083 1007-083-010 Screw 61004 083-212 ittings.Never exceed the maximum allowable flow rate stated Screw 61008-102-420 m the suction fitting. The suction fitting and fasteners should )e inspected for damage or tampering before each use of the 25539-10X *Reacility. Missing,broken,or cracked suction fittings shall be Frame 25539-100-010 years O(i within 7 installed dence of eplaced before using this facility. Loose suction fittings shall be Cover 25507-OOX-010 Of dN1Mmage. " eattached or replaced before use of this facility. Screw 61054-048-019 'o"or WARNING:To reduce the risk of drowning from hair and body entrapment install suction fittings with a marked flow rate in gallons per minute that exceeds the flow rate of your system by at least 25%. Always use multiple suction outlets. If the fitting/cover breaks,is damaged,or is missing,shut the ystem down immediately. Do not use the system until damaged parts have been replaced. WARNING:Keep hair and clothing a minimum of 12 inches from all suction fittings and drains at all times.Persons with long hair should secure hair to a ninimal length or wear swimming cap. Children should never be left unattended at any time in a swimming pool,spa,or bathtub. Be sure the emperature of the water never exceeds the manufacturer's recommendations. 1sb CUSTOM MOLDED PRODUCTS I 36 HERRING ROAD, NEWNAN, GA 30265 I WWW.0-M-PCOM 4/25/2017 25531-001.jpg(1000x 619) 114' ..4.*!---'41-, ' 1 4', ,• i - * - ./,,,, i-ve ,,k4NO. , r , „...., .0.4 A kliktk -•t Act „,... 4,, , .„ ..se...4.--..‘"-* , , : , - 11.;.;00cy#.' ‘41,14-r.,,';,,-. ._ 64=s netaapr • 4,.. *- • ---'- i,t., ;Olt';,'444104•64tt , ; ; ",,,,' , ,' ' ' ', 4• ,,,,,-4. 4a, IVeiL,4%,i.Nit; , 6VIrt-„.Ittr,4 tis, .••..'1 i „ / ,, ,.. ..,0,_41totOk ..... -,.-. , : • ' - t _ 4 ,:- , .-74/4, s.., . 0,,,, 424, ..,:-.•_./iir',.44,,#• ;;, f4-..._ •- 1.?...,:t., t : - 4,4,,,,or'''t,4.... •- , ---'.4 -',44,',, fro,,A, '' '.-4.7.,•V"F 4114,1',. Ifik, ,,,,,, 4 -A ar oe .ildw: " . ".• •, .,, .4'. - , „, c : .). •F ... , ' k - ,. trj1.- ' I'l:y •,, -1,r r_.''," .) ' • ''''' 4". • , ' ` .. .,;. ' „,,,, '' t; 4-t j'4% . %;.'.z..^ _ • 's?, . -, v,...‘." .-`. , ' - , , _ • '1'4' - . ' - -- .,' -.....1. ., . . 4•44Weibligrog4 , .. -‘ ': :;,, , `,=" 7..''''' ''' ':'-•,; u,-„,,- , ''.., - - • 4t"- . - -.1, ' - ' / '.' .' c,1 •''''' -,. '.1'.--• , ' --,'', ' +,'' ' ' • ' - ' 44-' -, ..• ...-- http://www.c-m-p can/cm p/wp-content/uploads/2W 3/10/25531-001.jpg 1/1 s CLEAN & CLEAR® FILTERS } FIBERGLASS REINFORCED POLYPROPYLENE TANK -4 0 f Featured Highlights_ ..r^ ' .. • NSF listed to r. • Unionized connections =s " • Integrated continuous Hi h Flow`"Internal Air Relief* _3 z> -P;iel_ g 9 A • Chemical resistant tank body b • Lock ring with spring-loaded safety latches F •Coretess cartridge for easy cleaning Y • High Flow manual air relief valve Clean & Clear 11 Fitter • 1 in.drain and wash out 5 •Single piece base and body design , .tizs p • -:.i The Clean&Clear Filter features a chemical resistant tank with no-tool servicing and a coreless cartridge for easier cleaning. ''i All models are equipped with easy spin-on unions for plumbing hook-ups.These filters are NSF listed,and are available in 50, 75, 100, 150,and 200 square foot sizes. t Ordering Information eTurnoverCapacity Product Model Effective Filtration Flow Rate' lin Gallons) Carton Carton Area(Sq.Ft.) (GPM Res} Qty. Wt.(Lbs.) 8 Hour 10 Hour 12 Hour 160314 CC 50 50 50 24,000 30,000 36,000 1 15 M 160315 CC 75 '�'' fil, 75 75 36;000 45,000 54,000 1 26 160316 CC 100 100 100 48,000 60,000 72,000 1 33 .-` 160317 CC -:t0• Si'-150 ter` r:- - 150 . - 3a '":150 • 72,000 . 90,000 `]08.000"r'" 1 35 160318 CC 200 200 150 72,000 90,000 108,000 1 35 ' One GPM per sq.ft.shown recommended flow rate.5 GPM per sq.ft. Dimensions and Performance (1111:51 Clearance to remove Filter Module , Note: Actual system flow will depend on /1 plumbing size and other system components. ti I ►a Note: Pentair Aquatic Systems does not INSFi sol '� recommend flow rates above 150 GPM. Dimension Table * Integrated continuous High Flow internal Model ADIm. eoim. i t air relief is operational only when there is 160314 18 30 4-- unobstructed i), l3 unobstructed flow in the circulating system. rte,—%" 160315 25 trz' 39' „,` .0 A 160316 33' 61' Note:Operating l.imits-maximum continual operating pressure of 50 PSI. Pool/spa 160317 4o-trz ]6 (bather) applications, maximum operating 160318 40-1/2' 76 water temperature (internal filter) 104°F (40°C). j ^ a F 15-W f ' '` See page 384 for replacement parts. -_.' ".- %L DATA .lter Pressure Loss Chart B. Flow Rate Table PRESSURE LOSS vs FLOW —____ Residential Maximum Cartridge Commercial Maximum Cartridge Flow Rates Product" sq R cPM GPH Flow Rates 160314 3 fi hour 8 hour GPM 6 hour g 18000 24 GPH hour 160315 75 75 4,500 27'000 36,000 18 11 6,28 1,680 10,080 3,120 160316 100 100 gOpO 36,000 13,440 —–-- 160317 150 150 9,000 54,000 00 38 2' 13,680 18240 160318 200 150 9,000 54,000 72'000 56 3,360 20,160 26,860 � (I) One GPM per sq,ft,shown,recommended 72,000 � 4,500 27,000 36,000 20 so (2) One GPMal ow flow rate for residential is 80 +o0 120 rate is a maximum of.375 GPM .5 GPM per sq.f} �*nip.) 140 NOTE: Actual system flow will dependper sa ft of filter area on plumbing size and other system components. .eplacement Parts0 Part Number O 0 Description tiiihto 98209800 High Row"manual air relief valve 190058 Pressure Gauge 3, 4 178553 Lid,50, 100 sq.ft.fitter Mill 178561 Lid,75,150,200 sq.ft.fitter 59052900 Locking Ring assy. 87300400 Body 0-ring 59016200 Air Bleed Sock Kit 0 59053500 Center Core,50 sq. 59053600 Center Core,75 qit.filter m��I�>,■'1 59053700 sq.ft filter �l�Ialu 0 Center Core, 100 sq ftfitter 59053800 Center Core, 150,200 R173213 Cartridge Element,50 sq.�'ft.filter ._ o O 0 R173214 Cartridge Element,75 ft.filter R173215 Cartridge ftfilter t�� 8173216 g Element, 100 sq.ft,filter 8, 9, 10, 11 Cartridge Element, 150 .vim sq.ft.filter R173217 Cartridge Element,200 sq,ft.filter MA Bottom,50 12 13178554 Bottom,75 ft'filter , 14, 15, i6 178563 sq•ft•filter Bottom, 100 sq.ft.filter 178560 Bottom, 150,200 17, 18, 19, 20 202ppp Drain Capfilter -__ Assy. �t 51005000 Drain Cap Gasket _ice;�r 39104500 Union Nut 1C"Clip 98212200 Union Nut 071426 Union O-ring Its � _ 79304600 Body,Swivel �1f�1 I�I►�d_�I' i Pill m 6-26-09 7 s-.�._ P/N 178556 HASTE.R ALCS A Tradition of Fencing Solutions Colonial Plus Panels & Gates wR a wlr i7i W W �f{- F r �' . ,etas Mi . « • •• -.1v atilt 15w til$4'lt %;, 3i#.il1- • tx; g _- ' 4•10014t .. 111151 4 �� 11; 1"illini Universal ,� 11` . 10HH1 Ii • 1-1/2 x 1-1/4'Rails&3/4"Pickets 11 4 Rail 1111111.1311111111111.1 INIMENIM MM. n' 72• 72• ligmlnomm - - -mow.. �..mi/Mai„�,p 3 Raii ■■■F______________.___ - ■a a F-- a'or S'—� I-- 4 a S'_""1 7■ominma ti■i■ la■■■■■■■t 0/!!!■\� 48' R g 111111111111111111 60' 118" IflhllillI : 60' — F----4'or 5.-------I I--- a s__ • ■1MEM III UMW aw> 11.111111111111111111111T 10111111111111 1114, sa'• 111111 ' 54' 11111111 54: 1111111111 all 4. 11„ . 2 R - -a'or s-1 1---.4‘a S''__4 48 • r_40...-.4..,....,4- -*, _ alt• iiiiiiür111111111111111111 I III g 1----a•or 5'—� F-----'6".7076.16.1.---{ -a----�.�s PRODUCT '•. +t' taCültt MasterHalco,com I 888-MH-Fence 6 . 'vF- "i Accessories111V.:6,0‹?;;;_, COIOnlialPW?,- - A l U M I H M •' 74'"SL211§a I k. 11'' W r eV: A iiilif lill IN IPP. — Mounts and Brackets 41111• ' Colonial 114 il wall Mourn ...‹,..r. .,, ,!. .....,..1111N60. 11 .-, ri, CdonW Plus �r/\� f it WaR Mount ��:.r 11 Walt Mourns Post Mount Swivel Rail Mount line Bracket Universal 0 0 Bracket + + + Ca 1 s and Finials 1"--------.7411111 . )II( ,41.se, *1%11%0" 41,49-00* ii::1- i is. Flat Cap Ball Cap Fleur Finials Triad 0 0 AvailableF ta! Finial + + �special order + for Colonial + + Tools and Repair Rings Drop Rod el Aj ill''. 1:11 4 /i it.n.• + / / /4 0 t Touch Up Paint Pen Touch Up Paint Can Field Notch Tool 0+ + 0 .1 I 0 Accessories that work wiM the Colonial Fersting System + Accessories that well esnh the Colonial Phan Fencing System MasterHaico.corn I 888-MH-Fence 9 HMASTE.R NALCO Posts and Colors A Tradition of Fencing Solations . . 44$ t ,,,1411 'UP r ;T. 7., •••,It 1' '4 riglt plunitirtriiiniirlf !IRIS! *ts,,.,„,,,I . Illiffic el 'i IP:ii^ 4 4 9 r7 110111Ini.ars someniviiiimi 111* - ..• . Colonial Posts 1. rirj':11 4: ,.. ;,.,-. ... _: t.-":• '',. . 90" 102" . _ Universal& , . . . . . ...2.17; ''• l a ,ai,k 1111 x x h - - -' . ...;'•-`,,c,--.-.1-E- '•,..."- Universal Spear _. .. . . 'Y- , Universal Flat Bottom mummipm. ._, ,.,. . , , . ./.......„....:, Spear& 0 x x ISO" . — ari=I IF, a_ A. Staggered Spear 111111111!1165 414' t i "' ''' 14" MOrnimper1111111111111111 as------4.--__ -a'—'-• . .-- «.- ,. Blartk(.06 aftd.125) Rita x En Colonial Plus Posts lot ,.. ...... ,____._ _.__ _ — — 78" 84" 90" 96" 102' 108' 111111111111111 Universal& - . X X X • -- Universal Spear . _ .., Uri Fta---T------T--------------( ..BOttOM X •• . •. ,,,...- - - , .,„ Spear& x x x • Staggered Spear x , • x ,. . x,. , . % Blank(.09 wan) x x x x Ir :' .‘ - ‘....-% ..-4.,• ' . Blank(125 wall) x... x_ x ,_ .x x x 14' kia;a;. . .1• i. Blank(.250 wall) x x x ill..Aiii4vN• , L-6.4%, ni % • -• 1 H! i . i i Available Colors louplr_:.,,,..111ii:. ' i 1 A Ill 1111 ...................., ....................... 1111 i 1 0.110 MI 1V-- - - . 1 Black White Bronze MasterHalco.com I 888-MH-Fence 10 rCA' 7 7 Specifications '� R• '4" . t y x . minima maiiiiiit! , itat m. , . _Nom I.,:. r . _ _ I,_-_,.:-.,:f.,,,,,,:,.. ,•. ,,, ,_-. .... ,...,.. - :I--.. , , k....L__..Z , _ '-oL P .algt"1.... , II°I _ ,,....'i,;,. - •- .+nil.•.w a t -. 4.,,;, .�, •, 1.1 SCOPE: 13 .-i, This specification covers materials and construction requirements A AN panels a pre-assembled with nylon screwless fas for Colonial and Colonial Plus Aluminum*Fence. teners. 12THtIALS: B.Rails are notched for screwless installation. 1.2a COLONIAL sir PICKET A.PK1QrT5:5/8'x Sf8'square,.045'wall thickness,6063 T52 1"4 COATING: PICKET tubular s/r .045'g an ultimate a ss, strength Colonial Aluminum fencing utilizes polyester of at leastuu,000 members. MPa)h and yield strength me tensile oleaste9 that will meet or exceed AAMA 2603-03powder specifications. atlng of2at psi(1,0 0 psi.15atesections and components are pre-treatment All fence Pickets 3.792"face to face. r given aluminum 9-steptoassure Process that deans and prepares the to B.RAILS:i"W(A55 wall thickness)x t'H(.082 wall thickness), complete adhesion of the powder coating. 6063 T6 aluminum'U"channel,having an ultimate tensile not 1-�`to outdoorunwm is em tfree of blemishes and Is strengthstleast 30,000 psi(207 MPa)and yield strength of at not exposed to elements. psi(172 MPa). Step 2-Product enters heated alkaline cleaner stage to remove C.POSTS:2'x2'square,.060"wall thickness,6063 T6 aluminum extrusion and fabrication oils. tubular members,having an ultimate tensile str engt30,000 psi(207 MPa)and yield strength of at leasth000 at ((1172 Step 3-City water rinse. MPa). D.GATE POSTS:2'x YwaStep 4 Recycling reverse osmosis water rinse. of at aluminum tubular members,having an ultimate tensile��ert strength 6 Sup S-Pure reverse osmosis water rinse: least 30,000 psi(207 MPa)and yield strength of at least 9 Step 6-Po of tto them mi 25,000 psi(172 MPa). adhesion coating the aluminum. which Provides a strong E. CAPS: Step 7-Pure reverse osmosis water rinse.Final rinse is of the aluminumcast.2"`Rat aluminum die cast.2"x 2',ball, same quality as bottled drinking water.Clean contaminates which wiltremoves hinder coating Performance. Step 8-A 200 MPH air blast removes water drops from the pre- 1'2b COLONIAL ROS 3/4'PICKETA.PICKETS:3/4'x 3/4'square,.053'wall thickness.6063 T52 treated product aluminum tubular lite.°1�,having�ultimate tensile strength Step9-A at least 22,000ulpsi(152 rs,a)and yield irength of aleast convection t 16,000 psi(110 MPal.Space pickets 3.938"face to facedry surface pp ercompletes the dry-off process for a B.MILS:tPowder t IL :125" (065 65 wet thickness)x 1.5'H(.075 wall thickness), dried to 3application��-Compressed process air is 606316strength aluminumof at least 30.000 psi(207 MPa)and yield tensile The powder booth mains powder coatingricc oaon and raywith aesthetics. least 25,000 psi(172 ttAPa}, strength of at emissions to the surrounding environmena erspray with no C.POSTS:6063 T6 a�minum tubular members,having an The final step of the powder ultimate tensile strength of at least where the powder coatingcoating process is the cure oven yield strength of at least 25,000 psi(13 l�Pa)(2�MPa)and wall �and bonds to the aluminum. thkkness are listed below COLOR-Black,white or bronze.Other special order, colors are available on Post Type Sir_ ',. all Thickness 1.5 WARRANTY: Line,End,Corner, lia .09„ system is free from Provide Master Halco's fence kited warranty that its ornamental ' ''• , including craIs f , defects in material or workmanship ring ..> Emu Limited Warranty 9.only to livin and rust.The Lifetime 0.125' shall include but not be limited toentities..muni. p entities + corporations,and commercial9ove s.All non-living ,ma title D QST CAPS:23`x 2S`,that aluminum die cast.2.5"z 2.5',ball, shalt receive a ar limited operations•All thedate purchase. This Limited Warranty 4mited warranty from date of purch�e aluminum die cast of components manufacturedpsnly to systems constructed entirely _ and/or supplied by Master Hako, E.Brackets:2.5'&3'Universal,2.5'&3'Line,Wall and Swivel brackets. Cast Aluminum. F.Finials: Cast Aluminum tNasterHatco.com I 888-MH-Fence 11 #1 in the world, safety gate latch 01111 for pools and child safety areas MagnaLatch® Series 2 Top Pull • Reliable latching action 11 • Highly child-resistant • Adapts to all gates • Magnetically triggered (no jamming or sticking) • Key Lockable • Quick & easy install vim ifs` t .1 I : , r . ,f ... , 1-,. , , Overview Features Specifications Accessories Videos &Images Install &Dimensions Engineered specifically for swimming pool gates, the MagnaLatch Top Pull is the ultimate pool gate. Designed to extend above the height of the fence to keep the release knob out of the reach f children, it is also key-lockable for added safety. Magnalatch Top Pull features ms's Motion Technology, f� ensures latching even if locked in the oPatented 'Lost position. Tested to over 400,000 cycles, the Top Pull Model has been in y verified international safety codes, and has received several prestigious d signntlawards. to meet stringent Installation is simple, with vertical and horizontal adjustment of up to 1-7116" (37mm) allowing for quick and easy alignment on the gate as well as fine-tuning at any time to accommodate for gate sagging or movement over time. t ; ts;=s . :a;neiic ge -'ati' fit)^ Nc r•echarical jammira du-irg c°csure .. w 1►eers international barrier /safQt, codes.ua ��._ Unprecedented reliabi itY & saery4 3-m). Strong, molded polymer a stainless steel Won't rust, bird, sag or stain f Vertically & horizontally adjustable i Overcomes ground movement and gate sag 1 ilik Key lockable Added safety and peace of mind Screws hidden while locked Resists tampering Ea; Engineered for ease of installation Saves you time ..1:4D) ElLatches even in the "docked" position Exceptional safety & reliability 0 Won't disengage from shaking Et pulling Can't be forced open s A Magnet is sealed from elements eszeiu to h iO,Oi:C cycles 0 i Proven tc fast the test of time Limited Lifetime Warranty • Rigorous testing programs ensure cur products are of the highest cuality, enabling us • to back them with a Limited Lifetime Warranty. If you have any problems, D&D VII handle them aersonal`y. - Standard fits square post and gate frame on ail ornamental and vinyl ` l styles of fence Adjusts from a 3/8" to 1-7/16" (37mm) space between gate frame and post. • (1-1/2" to 2" (f5Omm) gaps with optional spacer) 5-. . Optional adaptor kit Round post and gate frame adapter available as an extra - adjustable to fit up to 2' latch side space between the gate post and gate frame. Black only. . • SrrtartPoo1 trdGuard Gates. Wiridows, and £coca ► Alarm System - /GM SmartPool YardGuard Gates, Windows, and Loubse: _ Doors Alarm System - YGO3 �t�,rc„wwr.r own, SLA* Email to a Friend . Be the first tg j�view x is orodttct ma.. .....,, ,.w. 4i1!N rw1u� M•0111.1101�1N.0111r 7 Qty: 7M..: ',"4 Quick Overview !' • e YardGard Alarms are designed to alert you upon unsupervised entry to your yard or pool area.. {i I More Views s4. g Details YardGard Alarms are designed to alert you upon unsupervised entry to your yard or pool area. YardGard meets or exceeds state barrier alarm codes. Hardware is included for mounting on gates, doors, and windows. Features: * Convenient single button pass/reset operation *7-second delay allowed for adult pass-through * 120 dB alarm siren- minimum 95 dB at 10 feet *Auto low battery chirp *All hardware included for gate. door or window mount *Listed by Eli.to UL Standard 2017*Water- resistant *Always on device as required by barrier codes 'Can be manually reset or will automatically reset in 3 minutes to continue siren it Alarm goes off immediately when triggered as required by barrier codes 'Operates on one 9-Volt battery (not included) *Bilingual installation/operation manual (English/French)* Bilingual 4-color box(English/French)Warranty: Six Month Limited Warranty, see Owner's Manual for details '"i"9 Pool Depth Profile -6" deep Orange Barrier Fence to be edge installed and replaced after oints each days activity. aft. 5ft. 30ft. lin. Water Features Size: 10'X 30' Sq Ft: 300 Depth: 3' - 5' Perimeter: 80 Est Total Gallons: 8,976 Spillway NO Lighting: LED COLOR Skimmers: 1 Returns: 3 Tile: 6"WATERLINE Interior Material: STANDARD Hardscapes Deck Type: 2 3/8" BRICK PAVERS Total Deck Sq Ft: 356 Equipment Pool Pump: Pentair IntelliFlo 3050VS Filter: Pentair 150 Cartridge Clean & Clear Chlorinator: Pentair Intellichlor Salt Cleaning System: 360 POLARIS ROBOTIC FENCE Size: 144 LINEAR FEET Scale: 9/100" = 1' / V S Lot #: 54047,01)2 Customer Name: PONSOL C BEACH DRIVE ATLANTIC BEACH, FL 32233 Backyard Designs, Inc. Construction D SAFETY FEATURES j Equipotential Bonding Grid Screen Enclosure: and 18" - 24" from watt Fence: X connected at 4 bondin Baby Barrier: Alarms on all windows and doors opening to pool area: X 0 \ I / 0 POOL DECK GRAS.- LANAI RAS LANAI STEPS TO BE DONE BY TOLL BROTHERS 36 6 F^3'5"-+ J L COVERED LANAI RESIDENCE 4265A EldridgeBuilder: TOLL BROTHE IE ! TrcI Loop Orange Park, FL 32073peASubdivision: ABCC 904-272-9473 il.O INC CPC 1457269 CPC 056950 JOB ADDRESS:1877 ATLAN SCC131149942 SCC131149935 ing Pool Depth Profile a -- - 3ft. 5ft. 30ft.lin. Water Features Size: 10' X 30' Sq Ft: 300 r Depth: 3' - 5' Perimeter: 80 Est Total Gallons: 8,976 Spillway NO Lighting: LED COLOR Skimmers: 1 Returns: 3 Tile: 6"WATERLINE OInterior Material: STANDARD Hardscapes Deck Type: 2 3/8" BRICK PAVERS OTotal Deck Sq Ft: 356 Equipment Pool Pump: Pentair IntelliFlo 3050VS Filter: Pentair 150 Cartridge Clean & Clear Chlorinator: Pentair Intellichlor Salt Cleaning System: 360 POLARIS ROBOTIC Trunk Piping 2.5 SCH 40 PVC FENCE to the pump Size: 144 LINEAR FEET n /70/� Scale: 27/100" = 1' G'/ l� RS Lot #: 54 Customer Name: PONSOL FIC BEACH DRIVE ATLANTIC BEACH, FL 32233 Backyard Designs, Inc. Plumbing Dra r O Branch Piping 3.0 SCH 40 PVC between main drains CI) \!/ VAC Plumb Return Piping 2.0 SCH 40 PVC N from the filter n _ O K Builder: TOLL BROTH 13tc1c)Tard. 4265A Eldridge Loop Orange Park, FL 320737;),(4.ed, Subdivision: ABCC 904-272-9473 ita INC CPC 1457269 CPC 056950 JOB ADDRESS:1877 ATLA SCC131149942 SCC131149935