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1957 BEACH AVE - POOL19-0014 **ALL INFORMATION rs �ry;� Revision Request/Correction to Comments HIGHLIGHTED IN fj° City of Atlantic Beach Building Department GRAY IS REQUIRED. �,' 'V 800 Seminole Rd, Atlantic Beach, FL 32233 p Qc L.(A - - °t''r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: nLO0 n Revision to Issued Permit OR ❑ Corrections to Comments Date: 7 .2,2" Project Address: ' /$ 7 ,`�` ' ' " '''1 U GT Contractor/Contact Name: -O 6 Vct, 1 i ra 6 O Contact Phone: got- J57 / -- tiJ z- o Email: : Ce VA /i Yi h s 6 a/'Jtro, dyl Description of Proposed Revision/Corrections:/ilt / / ) 6_, ((-4/4 Sc0 f/ 6 /4 /n.3 */1I h2/pd nJd/i#"y p 1 G/. ' --.Ft of is p (o ce w,., - lel 6-4, 9 Li ilizrs -fes is w Pt,i/ c,.1 c De/`LjI , , P(P S{ .c---e o?744.i. //ev'-5 . I �0�. V Ct I,h k v affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wil oposed revision/corrections add additional square footage to original submittal? No ❑ Yes(additional s.f.to be added: ) • W,illproposed revision/corrections add additional increase in building value to original submittal? 1fio ❑*Yes(additional increase in building value:$ ) (contractorist sign if increase in valuation) *Signature of Contractor/Agent.- 'I- (Office Use Only) ❑ Approved ❑ Denied Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: : ilding Planning&Zoning Reviewed By r-- , . -•-'_ re •r •lic Work —tcl— ?o- Public Utilities /9J Public Safety Date Fire Services Updated 10/17/18 ai .4135 ., FT &S Py. go f'/^EwN � 7 X2 gg4.-74 `SPI aP3a2 ?§22-.. aA4 At +c.AgA „ pe' Vs 8 ' ^ Q ; y ''axs . 'o.€H lEI m L., g gi $F` 4 mi€; .... .oronae.�.arJ.AlP , a tt2 a t x F , ^ 30N34V HOV38 b C g n gt V 4=2 2.8x`, F ; C1 Au js r i, Comp. By: SW s Date: 4/22/2019 J �r Public Works Department City of Atlantic Beach Permit No: POOL 19-0014 Address: 1957 Beach Avenue Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored(cubic feet) C= Runoff Coefficient,0.92,the difference between impervious area(C=1.0) and undeveloped conditions(C=0.08). A= Impervious Area(square feet) R=25-yr/24-hr rainfall depth(9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area= 8,398 ft2 Impervious Area(A) = 3,773 ft2 = 44.9% V= 0.92 x 3,773.0 x 9.3 / 12 V= 2,690 ft3 Provided Storage: Area 1 -Relative Elev. Area Storage Sideslope: 2 :1 (ft) (ft) (ft3) 0.0 232 1578 BOTTOM size: 8 X 29 3.0 820 TOB size: 20 X 41 Area 2-Relative Elev. Area Storage (ft) (ft2) (ft) 0.0 0 BOTTOM size: 0 X 0 0.0 0 0 TOB size: 0 X 0 Area 3-Relative Elev. Area Storage (ft) (ft2) (ft3) 0.0 0 0 BOTTOM size: 0 X 0 0.0 0 TOB size: 0 X 0 Inground Storage: =A*d/pf Total Storage Area at TOB(A)= 820.0 ft2 1 Depth to ESHWT from BOTTOM(d)= 3.5 ft,default is 2.0 ft,verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 1 Inground Storage Provided= 1148.0 ft3 Required Treatment Volume= 2,690 ft3 Supplied Treatment Volume= 2,726 ft3 Retention Beach Avenue 1957 4/22/2019 Velk*Pm sJ.tiy; City of Atlantic Beach APPLICATION NUMBER Y A. �', Building Department (To be assigned by the Building Department.) `s 800 Seminole Road �'� 4 S 2019 (J f( �- �l ,u s Atlantic Beach, Florida 32233-5445 1 Phone(904)247-5826 • Fax(904)2475845 \ E-mail: building-dept@coab.us __ Date routed: 3 1A- P City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ' _` J A Q- .&L J\ I\Jk .. Department review required Yes No 1 � (In t- Applicant: -C S V -ACd�- 1bbk 3 L'L la g onmc� Tree Administrator Project: \ (1bA-n4 Q b)\ ` S` Public Worl s) 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 1.J1/1\J 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 ?kinS-Foo teviy, Lase✓-Fcele, PLANNING &ZONING Reviewed bDate: TREE ADMIN. Second Review: Approved as revised. ❑Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY ReviewedbsciixerL),‘'' Date: p to, .../ff FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH i Department of Public Works -f-,? 1200 Sandpiper Lane Tr _ i • Atlantic Beach, FL 32233 (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 4/18/19 Applicant: Island Pools, LLC Permit #: POOL19-0014 Email: rd@islandpools.org Review Status: DENIED Property Owner: Joe Valinho Site Address: 1957 Beach Avenue Email: rd@islandpools.org THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: APPROVED • Provide drainage plans showing site topography (flow arrows, etc.). •_26 .79 • Section 24-66(b) of the Land Development Regulations requires on-site stor.:e for •• rease• run-off if adding 250 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • 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. • All runoff must remain on-site during construction. • Pool —Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). • 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. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Scott Williams, Public Works Director swilliams@coab.us/ 904-247-5834 Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\POOL19-0014(Island Pools).docx a Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID"but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\POOL19-0014(Island Pools).docx �s � Comp. By: SW Date: 4/22/2019 Public Works Department City of Atlantic Beach Permit No: POOL 19-0014 Address: 1957 Beach Avenue Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion. and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored (cubic feet) C= Runoff Coefficient, 0.92,the difference between impervious area (C=1.0) and undeveloped conditions(C=0.08). A= Impervious Area (square feet) R=25-yr/24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area = 8,398 ft2 Impervious Area (A) = 3,773 ft` = 44.9% V= 0.92 x 3,773.0 x 9.3 / 12 V= 2,690 ft'' Provided Storage: Area 1 -Relative Elev. Area Storage Sideslope: 2 :1 (ft) (ft2) (ft3) 0.0 232 BOTTOM size: 8 X 29 3.0 820 1'578 TOB size: 20 X 41 Area 2-Relative Elev. Area Storage (ft) (ft2) (ft3) 0.0 00 BOTTOM size: 0 X 0 0.0 0 TOB size: 0 X 0 Area 3-Relative Elev. Area Storage (ft) (ft) (ft3) 0.0 00 BOTTOM size: 0 X 0 0.0 0 TOB size: 0 X 0 Inground Storage: =A"d/pf Total Storage Area at TOB(A)= 820.0 ft2 Depth to ESHWT from BOTTOM(d)= 3.5 ft, default is 2.0 ft,verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided= 1148.0 ft3 Required Treatment Volume= 2,690 ft3 Supplied Treatment Volume= 2,726 ft3 Retention Beach Avenue 1957 4/22/2019 I jComp. By: NAME ,,‘ -, s Date: 4/17/2019 Public Works Department City of Atlantic Beach Permit No: POOL 19-0014 Address: 1957 Beach Ave. Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning. Subdivsion. and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored (cubic feet) C = Runoff Coefficient, 0.92, the difference between impervious area (C=1.0) and undeveloped conditions(C=0.08). A= Impervious Area (square feet) R= 25-yr/24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area= 8,398 ft2 Impervious Area(A) = 3,773 ft` = 44.9% V= 0.92 x 3,773.0 x 9.3 I 12 V= 2,690 ft' Provided Storage: Area 1 -Relative Elev. Area Storage Sideslope: 2 :1 (ft) (ft) (ft3) 0.0 896 BOTTOM size: 16 X 56 1.0 1,200 1'048 TOB size: 20 X 60 Area 2-Relative Elev. Area Storage (ft) (ft2) (ft3) 0.0 00 BOTTOM size: 0 X 0 0.0 0 TOB size: 0 X 0 Area 3 -Relative Elev. Area Storage (ft) (ft) (ft3) 0.0 00 BOTTOM size: 0 X 0 0.0 0 TOB size: 0 X 0 Inground Storage: =A*d/pf Total Storage Area at TOB(A)= 1200.0 ft2 Depth to ESHWT from BOTTOM (d)= 3.5 ft, default is 2.0 ft,verify onsite ESHWT i Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided = 1680.0 ft3 Required Treatment Volume = 2,690 ft3 Supplied Treatment Volume= 2,728 ft3 Retention W R.Copy for Sending-Revised 04-16-19 4/17/2019 sr APR Z 4 2019 Revision Request/Correction to Cottin' **ALL INFORMATION HIGHLIGHTED IN 1City of Atlantic Beach Building Department—T GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 1D oc i_I A CDC,( \ur sv� Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: [AVO d "1 Revision to Issued Permit OR Corrections to Comments Date: 7/ Project Address: I 5-7 jaeA C.4 / i ((-17 Contractor/Contact Name: O V 4 11 n` o Contact Phone: goy I J 5 ( / / z , �Ed4iG Description of Proposed Revision/Corrections: /1/ (cg SCG f 4/,//i4 41. .s• e,/Ci ice,/,21 , ' / y el G„1..5 €3"/ P f-s - .' e 4)7 -;f6cV Lt I v affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • W,iloposed revision/corrections add additional square footage to original submittal? L�fNo ❑ Yes (additional s.f.to be added: • W,illproposed revision/corrections add additional increase in building value to original submittal? l)4No ❑*Yes(additional increase in building value: $ )(Contractor systsign ifincrease invaluation) *Signature of Contractor/Agent--/ ~ (Office Use Only) Ee Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: 1 ilding 1 Planning&Zoning Reviewe' :y r-- . or .tic Work 1Cc7Public Utilities46i Public Safety Date Fire Services Updated 10/17/18 • �1 a - 'r. N-d g Ei N`LR6 ZAg n 8 �'S gv$A q, 5.8 xF §g.' 'sp 'OLT , ' p Z gv &pro 8g >tl§ (..io.Ywwrorpi.."n.an'..0., g tP a et t 4g m 3fN3AV HOV38 8 C 8 A 3» Y gai $>"g V' $A ZIP 10 i1 "/op,Z C;g> 'g 41 q two li i ? C'►" g Usi Ili hi ni 1114;= ........ 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Public Works Department City of Atlantic Beach Permit No: POOL 19-0014 Address: 1957 Beach Avenue Required Storaqe Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored(cubic feet) C= Runoff Coefficient, 0.92, the difference between impervious area(C=1.0) and undeveloped conditions(C=0.08). A= Impervious Area(square feet) R=25-yr/24-hr rainfall depth(9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area= 8,398 ft2 Impervious Area(A) = 3,773 ft2 = 44.9% V= 0.92 x 3,773.0 x 9.3 / 12 V= 2,690 ft3 Provided Storage: Area 1 -Relative Elev. Area Storage Sideslope: 2 :1 (ft) (ft2) (ft3) 0.0 232 1,578 BOTTOM size: 8 X 29 3.0 820 TOB size: 20 X 41 Area 2-Relative Elev. Area Storage (ft) (ft) (ft3) 0.0 00 BOTTOM size: 0 X 0 0.0 0 TOB size: 0 X 0 Area 3-Relative Elev. Area Storage (ft) (ft2) (ft3) 0.0 00 BOTTOM size: 0 X 0 0.0 0 TOB size: 0 X 0 Inground Storage: =A"d/pf Total Storage Area at TOB(A)= 820.0 ft2 Depth to ESHWT from BOTTOM(d)= 3.5 ft,default is 2.0 ft,verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided= 1148.0 ft3 Required Treatment Volume= 2,690 ft3 Supplied Treatment Volume= 2,726 ft3 Retention Beach Avenue 1957 4/22/2019 al „Altot.,..,...77 Inland Pools Cover page 1957 Beach Ave Atlantic Beach FL 32233 Occupancy class R-3 FBC 2014 NEC 2014 1.Impervious calculations 2.Building Permit Application 3.Proof of ownership 4.Notice of Commencement (to be filed) 5.Site survey 6.Site management plan 7.Site plan 8.TDH worksheet 9.Drain and entrapment prevention 10.Pool steel drawings 11.a-g equipment cut sheets 12. Alarm specifications .�1 Verizon 10:16 AM 5J rl 69% !WI oncore.duvalclerk.com toetr ncuurV.Q VY/11-rtQZtd--ZZ-:Vf SI, nV[�t�1L rUO JL LL \.L8 =—W«a-VVV3t£4 --j RECORDING $10.00 DEED DOC ST $11865.00 • - General Warranty Deed Made this March 30,2018 Al).By Jabeen F.Vaghefl and Lan Neaml a/k/a Lara N.Vaghefl,husband and wife hereinafter called the grantor,to Joseph Areralo Vaifnbo and Lisa Gardiner Valinbo,husband and wife whose post office address is: 4038 Chicory Wood Place Jacksonville FL 32224,hereinafter called the grantee: (Whenever need bade the term'mote sod*voice'mchtds e0 the paves to this instrument end the hear,legal repmmtiives end soigne of mdiridea,end the socceseaa end mew of oapormom) Witnesseth,that the grantor,for and in consideration of the awn of Ten Dollars,($10.00)and other valuable considerations, receipt whereof is hereby acknowledged,hereby grants,bargains,sells,aliens,remises,releases,conveys and confirms tmto the grantee, all that certain land situate in Duval County,Florida,viz Lot 58,North Atlantic Beach-Unit No.2,according to the map or plat thereof,as recorded in Plat Book 15,Page(a)57,of the Public Records of Duval County,Florida. Parcel ID Number.1696960000 Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple;that the grantor has good right and lawful authority to sell and convey said land;that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever,and that said land is free of all encumbrances except taxes accruing subsequent to December 31,2017. In Witness Whereof, the said grantor has signed and scaled these presents the day and year first above written. ANT Signed sealed and delivered in ow presence: ' rr .V (Seal) Mews Printed Nam (sad) 40.►sh • 7 xmal a/kla Lars N.Vagh Mons State of Florida County of Duval The foregoing instrtmsent was acknowledged before me this 28th day of March.2018,by Jubeen F.Vaghefl and Lan Neaml a/k/a Lam N.Vaghefi,who is/are personally known to me or who has produced driven license u identification. 1 -•,: Malt O.NONNI ahien Pd •IMO,el NSW. sty Cs"''mles�r 0 Milli cuearSI •w+res .,,�:.�T+' IlpC Caw beim Not.lots • Weal Warp nidi Non Ann Prepared by and Return to. &Nebm/wwdia res*a Trost tan 13400 Mos Port Drive South Spits 1001 haboar0le,P1.32274 2018-3•S 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 TDH Calculation Options For each pump Check One. El Simplified Total Dynamic Head (STDH) Complete STDH Worksheet—Fill in all blanks n Total Dynamic Head (TDH) Complete Program or other calcs. Fill in reauired blanks on worksheet&attach calculations. Determine Maximum System Flow Rate: Minimum Flow Rate Required: 35 gpm Per Skimmer 1. Calculate Pool Volume:450 X 4.50 x 7.48 (gal./cubic foot) = 15500 gallons (Surf.Area) (Avg.Depth) (Vol.in gal.) 2. Determine preferred Turnover Time in hours: 6 x 60 (min./hr.) = 360 (Hours) (Turnover in Min.) 3. Determine Max Flow Rate: 15000 / 360 = 0 + 0 = 44 GPM max f (Vol.in gal.) (Turnover Mins.) (Pool Flow Rate) (Feature Flow Rate)(System Flow Rate) 4. Spa Jets: x gpm per jet= flow rate. (No.of Jets) (Jet Flow) (Total Jet Flow Rate) (For single pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & spa) Determine Pipe Sizes: Branch Piping to be 3" inch to keep velocity @ 6 fps max. at 100 gpm Maximum System Flow Rate. Trunk Piping to be 2.5" inch to keep velocity @ 8 fps max. at 100 gpm Maximum System Flow Rate. Return Piping to be 2" inch to keep velocity @ 10 fps max. at loo gpm Maximum System Flow Rate. Determine Simplified TDH: 1. Distance from pool to pump in feet: 20 2. Friction loss (in suction pipe) in 3" inch pipe per 1 ft. @ 100 gpm = 0.04 (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in 2.5" inch pipe per 1 ft. @ 100 gpm = 0.09 (from pipe flow/friction loss chart) 4. 20 x 0.04 = 0.8 (Length of Suct Pipe) (Ft of head/1 ft of Pipe) (TDH Suct.Pipe) 5. 20 X 0.09 = 1.8 (Length of Return Pipe) (Ft of head/1 ft of Pipe) (TDH Return Pipe) Flow and Friction Loss Per Foot TDH in Piping: 2.6 Schedule 40 PVC Pipe Velocity—Feet Per Second Filter loss in TDH (from filter data sheet): 15 Pipe Size 6 fps 8 fps 10 fps 1" 16gpm 0.14' 21gpm 0.23' 26gpm 0.35' 1.5" 37gpm 0.08' 50gpm 0.14' 62gpm 0.21' Heater loss in TDH (from heater data sheet): 15 2" 62gpm 0.06' 82gpm 0.10' 103gpm 0.16' 2.5" 88gpm 0.05' 117gpm 0.09' 146gpm 0.13' Total all other loss: ° 3" 138gpm 0.04' 181gpm 0.07' 227gpm 0.10' 4" 234gpm 0.03' 313gpm 0.05' 392gpm 0.07' Total Simplified TDH: 32.6 6' 534gpm 0 02' 712gpm 0.03' Page 1 of 3 http://www.flaglercounty.org/doc/dpt/centprmt/buildlheadcalcsws-pools3-09.pdf Revised 7/2009 Selected Pump and Main Drain Cover: Pump selection Intelliflo VS 3050 using pump curve for Simplified (Pump Model and Size in Horsepower) TDH & System Flow Rate. Main Drain Cover Waterway 640 (System Flow Rate must not (Make and Model) exceed approved cover flow rate) Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. Determine the Number and Type of Required In-Floor Suction Outlets: Check all that apply. I0 3' —0" 0 2 8" suction outlets @ 10o gpm max. flow (see note 2). f ► © © QO 3 suction outlets @ gpm max. flow (see note 3). LI I Channel Drain @ 316 gpm max. flow rate. I I Channel Drain @ 217 gpm w/2 ports & 278 gpm w/3 ports (see note 4). Notes: 1. If a variable speed pump is used, use the max. pump flow in calculations. 2. For side wall drains, use appropriate side wall drain flow as published by manufacturer. 3. Insert manufacturer's name and approved maximum flow. 4. See installation instructions for number of ports to be used. 5. In-Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI A112.19.8 and be embossed with that edition approval. 6. Pump & Filter make, model and location cannot change without submitting a revised plan and TDH worksheet. RD Gray Contractor Name Contractor Signature CPC1457429 June 13th 2014 Contractor License Number Date (904)334-5421 Telephone Number Email Address Page 2 of 3 http://www.flaglercounty.org/doc/dpt/centprmt/build/headcalcsws-pools3-09.pdf Revised 7/2009 Total Head In Feet Conversion Chart Inches Mercury (Vacuum Gauge) ( 1 0 2 1 4, I 6 8 10 I 12 14 I 16 18 0 0.0 2.3 4.5 6.8 9.0 11.3 , 13.6 15.8 1 18.1 120.3 1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 2 4.6 6.9 9.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 3 6.9 9.2 11.5 13.7 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 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 6 13.9 _ 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 342 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 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 23.125.4 _ 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 r 13 30.0 32.3 34.8 36.8 39.1 . 41.3 43.6 45.9 48.1 - 50.4 0 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 ' 50.4 52.7 C' 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 E 16 37.0 39.2 41.5 43.7 46.0 48.3 , 50.552.8 55.0 57.3 m 17 39.3 413 43.8 48.1 48.3 50.6 52.8 + 55.1 57.4 59.6 2 18 41.6 43.8 ,, 48.1 48.4 50.6 52.9 55.1 57.4 ! 59.7 , 61.9 19 43.9 462 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 *"' 20 46.2 48.5 50.7 1 53.0_ 55.2 57.5 59.8 62.0 64.3 66.5 2148.5 50.8 53.0 55.3 57.6 59.5 62.1 64.3 66.6 68.9 22 ^ 50.8 I 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 55.4 ' 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.3 73.5 75.8 25 57.8 60.0 62.3 64.5 65.8 69.1 71.3 73.6 75.8 78.1_ 26 50.1 52.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 64.6 66.9 69.2 71.4 73.7 75.978.2 80.5 82.7 28 84.7 66.9 69.2 71.5 73.7 76.0 78.2 ~ 80.5 82.8 85.0 29 67.0 89.3 71.5 7313 76.0 78.3 603 82.8 85.1 87.3 30 69.3 71.6 73.8 76.1 78.3 80.6 8 .9 85.1 87.4 89.6 31 71.6 73.9 76.1 78.4 80.7 82.9 852 87.4 89.7 92.0 32 73.9 78.2 78.4 80.7 83.0 85.2_ 67.5 89.7 92.0 94.3 33 76.2 78.5 80.7 83.0 85.3 67.5 89.8 92.0 94.3 96.6 34 78.5 80.8 83.1 85.3 87.6 1 89.8 92.1 94.4 96.6 98.9 35 80.9 83.1 85.4 87.6 89.9 ; 92.2 94.4 j 96.7 96.9 101.2 Page 3 of 3 http://www.flaglercounty.org/doc/dpt/centprmt/build/headcalcsws-pools3-09.pdf Revised 7/2009 e •l:LiPro® VS 3050 High Performance Pump Z^: 1 'l Dimensions and Performance 0 ,..„ ,, a. LISTED GSACeroned listed 0. ;z: 120 =35-_. '„^.t 4 - 100 .'•:30- @ 3450 rpm -: 80 �." . `4'-'It.li;@3110 rpm vl0.10— - ; tl � :; _ ?M:LL IMMIIIMMIN. 2350 r ••_r, f0_ _`.'" k,~r - 1560 rpm 3 '44r:°',";-7:-:_ 20 @ P ' 750 rpm t ' .• 'Fr - 0 • 0 20 40 60 80 100 120 140 160 U.S.Gallons per minute Pi ( f , , t 1 , , r , 1 1 1 , 1 1 1 [ 1 1 1 1 1 1 1 1 I I I l i 1 1 1 1 1 5 10 15 20 25 30 35 Cubic Meters per hour smart. y 'PS; 26 406------------- — - n�' t "err• i — '�II i .j .;.,T —_..—.,. -----—11.047 .PI fg, • r :-4- –PO,-- 'll, , ,OS ..1. r 0 ftik f ... •1. ..' t1:. - . / 1075 61 :I JJ } •:I 1 i ili ill .4 r trent parts _ 181 . Till o I °VS 3050 & IntelliFlo VS +SVRS -- iT ' -- V1 ) High Performance Pump ro ! / • C a) + + rPool Products' Featured Highlights ie 'rf Ii 1i Q. tiu "N rt : -I 1 , �p. �/� • Slashes energy costs up to 30%or mor 1 ) k _ `^ ..i ,... , it , Eco• - Select • Easy to program and operate • 1 41�•:t„ • ,euq.fe...�n ' ��i � ir � • Offers ultra quiet operation ...just 7— Y t(�I >� decibels or half a human whisper a �ll'1�11 • Operates at the minimum speed requil for unmatched longevity • Compatible with other pool systems, including EasyTouch®,IntelliTouch®,ane SunTouch'" IntelliFlo VS 3050 High Performance Pump Patents Pending a �: • IntelliFlo®VS 3050 allows the programming of four various speeds ;;l f(j '� ranging from 400 to 3450 RPMs to accomplish different tasks at II41c.I` lowest energy usage. Ordering Information • Full LoadkW HP SF SFHP Port Size(NPT) Cartor Product Description Certifications Voltage Amps Suct.&Disch. Lb: INTELLIFLOVS 3050 PUMP ' I`, 013 IntelliFlo VS 3050 UL,CSA,NSF 230 47 , :;f, �d�;i�, � 01 1 I6 3.2 3 1.15 3.45 2" 47 l�<2 011017 IntelliFlo VS+SVRS UL,NSF 230 16 3.2 3 I.I S 3.45 2".F g ACCESSORIES �•, 8 520641 IntelliComm 4 .` 350122 50'Communication Cable' 'Included in package with pump. • 35't _ • tr*:, r /tate/49 a` ` hi**muttons to ut J pnhe.tion q<le,. l 1/ . odjust,,tntbatons_ :� tf l / 4• - ',NW your Pool Pmle,M nil ( rot„ bp • '�'dlp In Ow most exit]ent wece -pt",..;/ j } _ Alarm Stam,tight-a t•quente of W.nkt aorta iAyou of conaumnt that mai �,� ted attention asT.r • • t 166 4p: F: I �i.C.f. • jjj • . t „ ' 1,-. Repair parts-see page 110 ; ..3j .. .. `ja ' ..:I - PLM SERIES - Sla-Rite's modular media filtration is the perfect match for the sm,3ll in ground and above ground pool markets. Advances t+, . i:,:..,:: •r•: lA in media technology and balanced flow design provide dirt-loading „,,....,,, v._,:•,:.:;;..,::..--T' '' 1 capabilities up to 15 times greater than sand fillers of equivalent size. .---",*.1‘4.!.!:;- :Y.":... t.. I Virtually maintenance-free operation for today's pool owner. Now ', `,.., ,` I. available in 300 sq. ft! A ;t: :. .r • CERTIFICATIONS - The filler shall be tested and certified by a • ,.�ar: 1 i nationallyrecognized testinglaboratoryto conform "•: ,. • 1 • 4 c n orm to NSF Std. SUr ,n,t� ;,,:;,i,;, • Ig • NSI? I a ' 4 i ••Typical Installation-In-ground the smaller System'2 filter,enabling Large Drain Plug-Filter includes I a 1 pools and in-ground hot tubs maintenance-free operation for 2"NPT Drain ports,which are I Quality Construction- Durable pools of all sizes provided with reducer bushing an n two piece lank housing constructed Low Maintenance- Complete 1.1/2”drain plug 4 • ly of rugged ABS thermoplastic to media coverage combined with Modular Filter Tanks-Allows ensure a long-lasting lank life shallow pleats means greater dirt for quick change of filler medias } '?` Easy Access- Posi-Lok"locking holding capabilities,resulting in without changing the tank tl .,.j ring provides safe,fast access to longer Filter cycles and less cleaning Sleek Looks-Contemporary tank internals A Perfect Fit- The small diameter style and matte black finish looks Patented Design- The patented, footprint makes the System-2 filler attractive in any pool setting t innovative balanced flow design a perfect fit for new and retrofit first introduced with the System:3 installations.The interchangeble Mod Media Utter is now available in ports provide multiple plumbing l ` ' options. 1 j I . 4 -., fillet Optimal' Flow Rated" TURNOVER RATE(GALLONS) Tank Approx. Catalog Area Performance GPM (FLOW RATE x 60 x HOURS) Porl Ship.Weight Number (sq.fl.) al this GPM per sq.fl. Al 6 Hrs. Al 8 Hrs. At 10 Hrs. Size (lbs.) I'LM IOU 100 • SO•75 38• 100 1'I•36,000 18 48.000 73 607000 2" 41 PLM WS 12.'t 50 94 47• 125 17•45,000 22 60,000 28 75,000 2" 42 PLM150 15.0 •----- --•---• ------ — .--.- •.__ •.-'• 1_-1*,_.. 56- 150 20_54,000 27. 72,000 34 •90,000 2" 43 PLM 1/5 175 SO• 120 66- 150 24•54,000 31 • 72,000 39•90,000 2" 44 P1 M200 _ 200 _ SO•• 120 __ 75- 150 27••54,000 36 72.000 'IS (,0,000 2" 45 Pl.M'1011 .100 _ Si)_ 120_ 113• 150 41 •54,000 54 /2,000 AH '10,000 2" 53 'Ope,.,t,ng at Iho.GPM will pinv,d,•Ihr longest tiller cycles combined with+he bear.and grealeal ri,t Inadu,g rata,ay Laige,Idler area will provide longer Idle,,yeles heiween ile.in,nga "Ildte,on NSF leconu„en,etl Ilnw rale for roinmerctal al 375 GPM per square lour No ha,iiwa•,h valve i t',11111 141 NOTE:Op,.ialutg I inul•, maximum ci nlunial operating pressure of SO PSI fool/spa(bather)apl,lu.n10r15.tnurtm up,•i.,hng w.tler lemperalure Muer/4d fillt•,I sten P10 T./ P STA-RITE STEfV`:2. ►Y - .� �;".- . } accessory ordering information Approx.5hlp. Description tuber Weight"[slog 102-0100S 100 Sq.Ft.Replacement Module for PLM 100 11 ' 11.5 -5002-01255 125 Sq.Ft.Replacement Module for PLM125 12 +02-01505 150 Sq.Ft.Replacement Module for PLM150 1102-01755 - 175 Sq-Ft.Replacement Module for PLM 175 3 113 (+02-02005 200 5q.Ft.Replacement Module for PLM200 19 (102-0300S 300 Sq.Ft.Replacement Module for PLM 300 8 oz. G .8.820P 2"x 1-1/2"Pipe Reducer Bushing • 1 Q. ',fin-0130S Spring Check Valve 7: III outline dimensions JIL " . . Cii ....... M100 oo. `175, 1� _ C .'r 200 in I. yM ID , /_�_, MEW E 374 4 1111111111111 11111111111.1111 ;.,�.�...�� ' �i �� 1 ' IIII� 1 �LvnIilIiiuIIIIjjlIulI IIIIIIIIII1IIIIIIIIi •••• 41, I . 11 t r Mr ; ' OMI, °unl' rMrt 2-25 I - 1I 01111 iffilli "FT 111111 i 4Ij a, . _ 15.00-_--1 1500 ;•, All dimensions shown In inches. filter performance ' i r -- ---�i>i�■1-- i; • -' III __ i — _— -- ail-- . . ;', — I I• . PLM 100,PLM125, i. iPLM150,PLM175, PLM200,PLM300 I:. 10 20 40 60 80 100120140160i;. '..,,FLOW RATE IN GALLONS PER MINUTE 1- 9, s9, 11 Fax Orders: 12621,728-7550 I www s1ari1ep00I.com I Delavan, WI 53115 USA 1 55949PS " •E• aterwayTechnical Bulletin:VGB2008 iyC'B I 640-231 X VeU L 008 640 2310'. 8"Anti-Entrapment Main Drain Cover and Frame _ — • ;. :;� Waterway main drain covers are compliant with the Virginia Graeme-Baker Pool and Spa Safety Act(ASME/ANSI A112.19.8 2007)and are UL Certified. •F • : . , They are designed for single or multiple drain use.This drain cover assembly ,f .-- . • s\`. • includes frame and stainless steel screws with brass inserts.Packed 25 per case. ��'11� 'rte 1 The Waterway 640-231x V series covers and frames are available in: ❑ White U Bone ■ Black ❑ Gray IN Dark Gray ■ Beige ■ Dark Blue Model No. Description Size Total Open Area Floor Flow Rate Wall Flow Rate Flow Rate GPM Square Inches GPM GPM @ 1.5 ft/sec 640-231x V Anti-Vortex 8" 11.83 100 @ 2.27 ft/sec 64 @ 1.73 ft/sec 55 0 8.650 . 1?vt Nu Orstripriort ' 819-00051 48 Stainless Steel Screw-32 x Ms 7.624 642-215x V 8"Anti-Vortex Drain Cover 7.000 642-214x 8"Anti-Vortex Drain Frame 819-00051 e i��\♦ ® ® per%�� .� : = s — ®_ ,/°4"o_..... ® ll o®OOOO /*j` \ �4z2,s:v 2. �+_ _ ®m o iii,i 0 0 • 0_ • • 020'x.1 ./9e0 . • D . 0.1 44P4 \.4 \ ,%' CP - -.IA.' -4,..— .z5 _ , / \\\-/ - o -1474141111111111400_ ,o�: aao�o . . . o�ol�c, ��60i0 • • " • 0 0E/�1 .300 -- *1\0 1.0 • • • 0 OA.ii 642-214x ; -- —� ,,000 \ ' 4111..-------mut':10' 1.411 470 i .975 .800 ;1/if / / % I I'- l 111 11tYt11Y\�\V\Y\��� f--- r1 1 � 1 Be Sun Ws s.eube 02009 Waterway Plastics•2200 Sturgis Road,Oxnard,CA 93030•Ph.805-981-0262•waterway@waterwayplastics.com•www.waterwayplastics.com 807-0081.0309 4 • MasterTemp Heater ,,.•..4....111 High Performance Eco—Friendly Heaters ' '4>Pentair 3 a) Poul Inducts ,= • Heats up fast so no long waits before co enjoying your pool or spa 1— . 'I \ i ; Select I • Best-in-class energy efficiency ryi. • ; t frr.a•G,tvwn • • �r'I � '- f 4),Ii,m air Water • Manual gas shut-off when service is required • I' lic , , i l • Eco-friendly MasterTemp®is certified • for low NOx emission and outperforms y ' -1 Lindustry standards . �•--•.�_.____� • Rotating digital display allows for easy — • viewing :;:,d •Tough,rustproof exterior handles the t . MasrerTcmp High heat and weathers the elements Performance Heater ��f• ‘10i. f; }�. y 4 1.w�f New MasterTemp heaters offer all the efficiency,convenience and reliability Features you want in a pool heater,plus C.:4 Ni j; �:"{l,•" a lot more.As easy to use as your home heating system,plus,user-friendly indicator lights make system operation and lira • monitoring a snap.The compact design and super-quiet operation won't intrude on your poolside leisure time. i, '!I 1 II. Ordering Information aBTU(000's) Carton Qty Carton Wt �;Product Gas Type 0 175 I 128 460/92 Natural . 175 I 128 460793 Propane 1611"130 Natural al 200 I 128 • 1I' 460731 Propaane 200 I 128 i' i, 460732 Natural 250 133 133 I, 460733 Propane 250 1 a• . 460771 Natural 250 ASME I 120 • 1 • 460772 Propane 250 ASME I • . 120 1250FID I 136 • 1 •160806 Natural i 300 I 'i Natural 136 • 460734 I 136 460735 Propane 300 1 160736 ' Natural 400 136 �.• 460737 Propane 400 I 136 i 460805 Natural 400HD I 136 • • 400ASME I 149 460775 Natural a 460776 Propane 400ASME I 149 NOTE:The Mastcrlemp''is certified for low NO'emissions. .,l S { •i l` 1 • 1 I ' I li;r - ;,;,l , 9 t .11 Verizon ^ 10:11 AM 5J n 71% Milli, poolguard.com POOLGUARD/PBM INDUSTRIES,INC.has been manufacturing pool alarms,door alarms, and gate alarms since 1982.All Poolguard products are proudly Made in the USA. Poolguard Pool Alarms were tested and"Top .� Rated"by Good Housekeeping Magazine. • Poolguard Pool Alarms have been Tested and Certified by NSF International to the ASTM Standard Safety Specification for Residential Pool Alarms,ASTM F 2208-08. POOLGUARD IN GROUND POOL ALARM NSF CERTIFIED TO ASTM F 2208-08 NEW Weatherproof Design NEW Sensing Technology NEW Microprocessor Technology 3 Year Warranty • The Poolguard POOL ALARM, once installed in the pool, cannot be de-activated; it is always in the alarm ready mode. • Tamper Proof: Poolguard POOL ALARM will sound an alarm when removed from the pool. • Sleep mode: when you would like to use your pool, simply remove the alarm from the pool and put it into sleep mode. • Automatic Wake-up: The Poolguard Pool Alarm will automatically wake up and run a system test when installed into the pool. • The Poolguard Pool Alarm comes with an in-house remote receiver that has a range up to 200 ft., and comes with a 12 volt power supply. • The Poolguard poolside alarm works on a 9-volt battery (not included); with a battery life of approximately one year. • Audible low battery indicator at the poolside alarm is also indicated by the in house remote receiver. • New sensing technology provides less chance of false alarms due to wind, rain or small objects such as sticks or toys entering the water. • Poolguard Pool Alarms have been tested and comply to the ASTM Standard Specification for Pool Alarms ASTM F2208, in a 16' x 32' pool. Poolguard Alarms can be used in pools up to 20'x 40' or 800 square feet. • The Poolguard Pool Alarm can be used with a solar blanket. • Most reliable, advanced, and affordable alarm available. • Poolguard PGRM-2 is designed to detect intrusions • similar to a one year old child Inground Pool Alarm PDF manual All Products Proudly NSF I A CALL TOLL-FREE t-11 Building Permit Application Updated 10/9/18 yv ` '.' **ALL INFORMATION 11411r'' City of Atlantic Beach Building Department HIGHLIGHTED IN GRAY \ 800 Seminole Road, Atlantic Beach, FL 32233 IS REQUIRED. Asa'9' Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: 1 ci 51 �.t-s � Pc /� u(..vv.0 Permit Number: p0oc`1 a- oa 1 L � Legal Description 1551 0 Y 2S a-`I t iv A-44 i3 1'` U,ri I-k pi- 1-0-1"51 RE# ft. ? 6 q G-' otrov Valuation of Work(Replacement Cost)$ 5JC0 w Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New kddition ❑Alteration ❑Repair ❑Move ❑Demo OPool IWltidaw/QQor: • Use of existing/proposed structure(s): ❑Commercial tjklesidential • If an existing structure,is a fire sprinkler system installed?: ❑Yes 45P4e MAR Perm) 2918 • Will tree(s)be removed in association with proposed project?❑Yes(must submit separate Tree RemovalPer Describe in detail the type of work to be performed: I �iv ox C OU n,c� p c) \ eu .../A• c, Florida Product Approval# for multiple products use product approval fbrFn'-- Property Owner Information Name 37)C. Ve,..1 < „A,‘b Address 14 S-1 8-e c c L. A-V-e- City Q-{•I P2 c.l.,, State t Zip 32-233 Phone 701 s--/D.-_U ti11' E-Mail 0 fed r 5L A p(Asl S -0 Owner or Agent(If Agent,Power of Attorntpi or Agency Letter Required) Contractor Information Name of Company . ---c Clivi PCTCS,S L L Qualifying Agent EP.Cpc.I a•1 d G-C y Address/ 'i V II...-,,i c, Lc n C City AO A c k State Zip 52-23 3 ' Office Phone q 0 '( y S "1 -1 r Job Site Contact Number �( 3 � State Certification/Registration# CPC (H S1 I-1 a� E-Mail f�e -t-s 0,...J pc1T)Ls - 0 r Architect Name&Phone# Engineer's Name&Phone# _� Workers Compensation Insurer rp,.47 c-2'I OR Exempt o Expiration Date 2-4 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 regulating 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. IFYOUINTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDI G Y UR NOT E OF COMMENCEMENT. �� ` i ure of Owner or Agent) (Signature of Contractor) Signed and sworn to(or affirmed)before me this /Oday of Signed and sworn to(or affirmed)before me this 16 day of � n•ture of Notary) nature of Notary) •• YP;h;. KAY KEEL SMITH�:.p °' Commi #GG 129904 +t:,.!¢••• KAY KEEL SMITH _.: @, .,_ ssjon �ersonally OR �.�?•” .;�-; onally Known OR * ,:Commission#GG 129904 f ;;;.o c' Expires November30,2021 rod rally Knownentification ?' ., = a •.Fg„z�” [ J ' �' a Expires November 30,2021 [ I Produced Identification 8ondedThruTroyFainInsurance800.3857 of Identification: sw^;,r;' p Type of Identification:. -- - 4.,,..,a' annaeolnru Troy Fain lnnr ce800-385.7019