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370 SARGO RD - POOL rLyrlvi „., ''. \ CITY OF ATLANTIC BEACH SS1 a N 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 '"!0J3 !%' INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: POOL18-0001 Description: inground pool Estimated Value: 35000 Issue Date: 1/25/2018 Expiration Date: 7/24/2018 PROPERTY ADDRESS: Address: 370 SARGO RD RE Number: 171689 0000 PROPERTY OWNER: Name: Julie Hartline Address: 370 Sargo Road Atlantic Beach, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: , Phone: Name: ISLAND POOLS,LLC Address: 1546 LINKSIDE DR QA RONALD D GRAY IV ATLANTIC BEACH, FL 32233 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. 01A,,;rj,, City of Atlantic Beach APPLICATION NUMBER JsAvoloii\ Building Department (To be assigned by the Building Department.) 800 Seminole Road T'O©L' Q -0001 Q00 1 Atlantic Beach, Florida 32233-5445 r u P..* Phone(904)247-5826 • Fax(904)247-5845 1 x`r s .1* E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 31-1) SG l D (45( - Department review required Yes/No t I i ing !/ Applicant: �- SI&(1U1 QooV.3 arming &Zoni g Tree Administrator Project: \ (Dutn& (� ( CPublic Wor Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. 1N5enied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: /41(\#,-- Date:l-/0 6 TREE ADMIN. Second Review: ®Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES /� PUBLIC SAFETY Reviewed by: !' , `� Date: /-1(9-2 0,p- FIRE SERVICES Third Review: ['Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 NOTICE OF COMMENCEMENT state of f iOria, Tax Folio No. 11R 9-0W County ofrI,LVA 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 COMME k EME Legal Description of property being improved: 1- • 1 - 5•- • w ' si. 'r . r.� __ 'r u.. Lam- ZI ?Al( 24 Address of property being improved:3/0 5cjp �. jG P203,k1 F-F-1,..- 3223... General description of improvements:•t Y1 J JJ d ,vhW1). 101 nooI Owner:5l J it, .-1-1 t'ne Address: 0 - i 0 14 . . , .3 Owner's interest in site of the improvement: 'C0`70 Fee Simple Titleholder(if other than owner): tttt Name: lis � ntractoi 9. c)Db 1 11.-C11.-CAddress:15- 2 L;Ini 6iAf- . Pb it OCDCIi TI- 3223'7 Telephone No.(4 +-5itl ?3 - Fax No:(�'R0'-9312—O 1 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 OWNS Signed: Date: —I—I;Before -s ?f- C . day of the C ty of Duval,State 7 Of Florida, s personally appeared ' � � lit-- Notary Public at Large,State of Flori• . ... • P, r• My commission expires: OW s� ., KAY KEEL SMITH ' ' Commission#CG 129904 Personally Known. or — Produced Identification: ;•:...„4 Expiros November 30,2021 Doc#2018019578,OR BK 18262 Page 1641, °?� °°' Bonded Thru Troy Fain Insurance 800-385-7019 Number Pages:1 Recorded 01/25/2018 12:11 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 CITY OF ATLANTIC BEACH ;� 800 Seminole Road J75 �'' Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS ----r-6 /(/1 i /C-e , Date / 1 Z" J t Revision to Issued Permit Corrections to Comments Permit# fcoLt c-co \ Project Address 3 -1 0 S C (` CM Contractor/Contact Name 1 J % ' Phone 7 3 - S qaEmail r c� ; S kt.)._.,ji&g.1(f_ Q1 � Description of Proposed Revision/Corrections: Permit F•e Due $ 50. O a ,al eti01kir/ ' 3 Additi• al Increase in Building Value $ 0 Additional S.F. By •:.• :below I 4 / 6 affirm the Revision is inclusive of the proposed changes. (printe• name) iii-1011P / — i ? — iff" Siy..ture of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved )( Denied Not Applicable to Department Revision/Plan Review Comments impartment Review Required: / 1, C Building- / Planning & Zoning iewed By Tree Administrator Public Works Public Utilities / — / e_0 ,o/ sr Public Safety Date Fire Services fr � Building Permit Application ed 12/8/17 ?" City of Atlantic Beach uFFICE C 0 P, ` ;, 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: lb dU LI • 4 t&4 i _e" 4 - /� 'ermit Number: �o�-1 /7-D00) Legal Description l to 1-2&2-E ' �p r �- 0 em. 1i'� ,6(t1 2,4 RE# li1LP4CI— Valuation of Work(Reap al ce}ent Cost)$ '?SOr-50' < U ' � Heated/Cooled SF Non-Heated/Cooled i • Class of Work(Circle one): lev�i� Addition Alteration Repair Move Demo Poo Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial JAN 8 2018 • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No -----. • 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: ('`'(tr L) J �cc, Florida Product Approval# for multiple products use product approval form Property Owner Information Name• i,4 jle ��lie, Address: ) '►'qn 4( City44 1. G -i State L Zip'2 Phone 'y d 4 4 /(...) E-Mail Cona,v-i- Q -t,,,EA,, k . CJ 1".„. Owner or Agent(If Agent, wer of Attorney or Agency Letter Required) Contractor Information Name of Company41001491 U' B Qualifying Agent . ICI G'V Address U 10 l—iV�ISI - City L }i` J� State FL Zip 32..33 OfficePhone(gD4)3 9-1-2-1 Job Site/ nta Number State Certification/Registration# CPG I'I57`1'(a-, E-Mail r 1l�'1Ci ,C) Architect Name&Phone# Engineer's Name&Phone# r Workers Compensation L X 4%494— 7Ia#)19 Exemp Insurer/Lease Er ployees/Expiration Date Application is hereby made to obtain a permit to •• • 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 RE is RDING YOUR NOTICE OF COMMENCEMENT. (Signature of Owner or Agent) (Signature of Contractor) (including contractor) 7 Signed and sworn to(or affirmed)before me this day of Signed and sworn to(or affirmed)before me this : day of --3—. .tom 1 --j ,by Tom~ ,2 _/-___7_,by Ila /Ca A144:121, i /(i,ds4— nature of h.• .. KAY KEEL SMITH .••:1.F KAY KEEL SMITH PersonallyKnown OR ?�`'' ` ' [ 1 . Commission#GG 129904 )Personally Known OR r,: CommissbniKGG129904 Produced Identification "^ �) Expires November30,2021 l 1 �,,�.:;• Expires November 30,2021 )Produced Identification r p 1yte1 ''vto,it4'� Bonded Thru Troy Fein ineunnee 800.385701 A 0• Bonded TM Troy Fail Insurance 8004857019 Doc # 2017185393, OR BK 18081 Page 2089, Number Pages: 1, Recorded 08/08/2017 at 03:11 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 DEED DOC ST $2828.00 OFFICE COPY Prepared by and Return to: Sunshine Title Corporation D.Gonzales 8613 Old Kings Road South,Suite 100 Jacksonville,Florida 32217 Our File Number.STC#111157 171689-0000 For official use by Clerk's office only STATE OF Florida SPECIAL WARRANTY DEED COUNTY OF Duval ) (Corporate Seller) THIS INDENTURE,made this August 2,2017,between Salt Air Homes,Inc.,a Florida Corporation, whose mailing address is:226 Tallwood Road,Jacksonville Beach,Florida 32250,party of the first part,and Julie Jones Hartline and Teresa Jones Hartline, a married couple,whose mailing address is:370 Sargo Road,Atlantic Beach,Florida 32233,party/parties of the second part, WITNESSETH: First party,for and in consideration of the sum of TEN AND NO/100 DOLLARS($10.00)and other valuable considerations, receipt whereof is hereby acknowledged,does hereby grant,bargain,sell,aliens,remises,releases,conveys and confirrns unto second party/parties,his/her/heir heirs and assigns,the following described property,towit Lot 21,Block 24,Replat of Part of Royal Palms Unit Two A,as per plat thereof,recorded in Plat Book 31,Page(s)16,16A through 16D,of the Public Records of Duval County, Florida. Subject,however,to all covenants,conditions,restrictions,reservations,limitations,easements and to all applicable zoning ordinances and/and restrictions and prohibitions imposed by governmental authorities,if any. 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 party of the first part hereby covenants with said party of the second part,that it is lawfully seized of said land in fee simple:that it has good right and lawful authority to sell and convey said land;that it hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by,through or under the party of the first part. IN WITNESS WHEREOF,first party has signed and sealed these present the date set forth on August 2,2017. Signed,sealed and deli /' Salt Air Homes,Inc.,a Florida Corporation in the i� / / /Ai By �/X N `' %a Print Name:Oliver J.Kraut • • !GL r _ _ Title:President Print `'' Print witness name State of Florida County of Duval THE FOREGOING 1`"i RL'•IEN- k is '' before me this August 2,2017 by Oliver J.Kraut.President of Salt Air Homes,Inc.,a F a;i,r. ,•r - r:aii'known to me or who has produced a drivers license as identification - 41119 • DANESEp MY Cont SS FF 013032 11 Notary — � +� = EXPIRES:August 11.2017 Beaded Thai Notary Pubic Wdnwun .1••••••••,Comm: 7 Expires: Notary Seal DEED-Special Warranty Deed-Corporate Closers'Choice /'!/��A,� City of Atlantic Beach APPLICATION NUMBER /J - •.51� Building Department (To be assigned by the Building Department.) w 800 Seminole Road ��O L I O -0001 - -, Atlantic Beach, Florida 32233-5445 0 Phone(904)247-5826 • Fax(904)247-5845 I f I 'Pi ;;19r- E-mail: building-dept@coab.us Date routed: I t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Jt SG(J 0 t Department review required Yes No ' BUi r-, I id g Applicant: 5V0.(1Ct Qoo\ 3 fanning & Zoriin�, Tree Administrator Project: \ f1 (Put-IV . , C1.Public WFRj, Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date • of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. Denied. 1 INot applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed �—I� Reviewed by:��: ,,i� Date:TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: I FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 s ,,aye, TREE & VEGETATION AFFIDAVIT i3 s,, City of Atlantic Beach r s) Department of Community Development — Planning&Zoning Division J,i19%' 800 Seminole Road Atlantic Beach, FL 32233 (P) 904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION r1/Owner(s) r Legal Authorized Agent* NAME OF APPLICANT 1-If,I 1� '0.-.. 1-41) NAME OF COMPANY OA 1 ADDRESS OF COMPANY 1 9Li li Irk' A_,1--)30--k-c_?;c,,Thc.1,-,1 FL 2295 PHONE4--59-2.1 CELL EMAIL rd6S'i� f©01 0 01 CONTRACTOR CERTIFICATION NUMBER (-4) .4 44571-+2J ATLBCH BUSINESS TAX RECEIPT NUMBER " SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY • p Salt) _ /441c,�� 71(1) " 322 If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION _)kD 11,ZS—2_qe vI p oc -Fr ac `i'rt -FQI14,14., 16,11:1-- 24 LOT ,2.1 BLOCK 2 - SUBDIVISION REAL ESTATE NUMBER 1--i' v l,vow LOT OR PARCEL SIZE: SO FT AC RESIDENTIAL V COMMERCIAL OTHER(SPECIFY) 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,FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subs-quently,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from t -abov •scribed or adjacent properties in conjunction with this project. 1 IA 4.7 ' NA is RE OF OWNER SIGNATURE OF OWNER Signed and sworn before me on this 3 day of 6 �... , Den--)by State of FL County of fiejg Identification verified: Oath sworn: r No /&„6". Notary Signatu :,:1V%4,, KAY KEEL SMITH My Commission expires: �• •F' REV-NA-vial 2 :t <o, •.; Commission#GG 129904 ,7.:- Expires November 30,2021 '"`P,r.`,;i50' Bond.d Thru Troy Fain Insurance 800.385.7019 01.Avrle, City of Atlantic Beach APPLICATION NUMBER :4' -.PA Building Department �-- - (To be assigned by the Building Department.) 800 Seminole Road 1P 00LI Q — 000/ se Atlantic Beach, Florida 32233-5445 I- o0 Phone(904)247-5826 • Fax(904)247-58j.5, J 1 0 2010 I 1 G ( y '-.!..lt v%' E-mail: building-dept@coab.us Date routed: I (t) Q City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: STD Sa<1 D t2-a - Department review required Yes No CBGmg , Applicant: SVarlu Qoti in &Zonrn Tree Administrator Project: \ r\ ipl,k_lLA poi ( Pubiic WorcT , Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I'Approved. ❑Denied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: fr/,�, TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ( 'Denied. Not applicable ,� Coitiments:• _ Reviewed by: Date: Revised 05/19/2017 FLORIDA BUILDING CODE R4501 SPECIAL SPA REQUIREMENTS: 4 Cr) THE POOL CONTRACTOR IS RESPONSIBLE FOR -MAXIMUM WATER DEPTH 4',MAXIMUM SEAT DEPTH N FURNISHING ALL DETAIL DESIGN REQUIREMENTS 28",MAX. FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH -FLOOR SLOPE 1:12 THE FLORIDA BUILDING CODE,AND ALL -STEPS:MIN.TREAD 10"X 12",7"MIN.RISER,12"MAX. 0 CONSTRUCTION SHALL MEET ALL APPLICABLE RISER EXCEPT THE BOTTOM STEP MAY BE 14"IF IT IS .0 q cA¢ CODES INCLUDING PLUMBING,ELECTRICAL AND THE SEAT.INTERMEDIATE TREADS AND RISERS TO 0) cc5 1% r GAS. PIPING SHALL BE SCH.40 PVC,NSFpw,MAX. BE UNIFORM.IF THE SPA IS OPERATED CD �.N-t W W yl.- ro M v PRESSURE VELOCITY 10 FPS,SUCTION 6 FPS. INTERMITTENTLY IT SHALL HAVE A ONE HOUR F� o, , 'C1 G THE POOL PLAN SHALL SHOW THE DESIGN TURNOVER,IF CONTINUOUS A SIX HOUR TURNOVER. •��^ �Q+ w p N ob PLUMBz INFORMAING AS TIONPER THE SAMPLE WITH THE REQUIREDOWN MAIN DRAIN MEEMAXIMUM T SARTICLE TEMPERATURE VII04 DEGREES. QJJ�} z 3 y 11 PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' INSTRUCTION/SAFETY SIGNS. ar O , WITH APPROVED ANSI/ASME A112.19.8.2009 COVERS. AS -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR W '� H cr.." AN ALTERNATE THE APPROVED DRAINS MAY BE ,—, • a x •" . MEET LOCAL CODE IF GREATER. PLACED ON DIFFERENT PLANES.THE TWO DRAINS ¢ m a;SHALL HAVE A COMMON SUCTION LINE. SUCTION o 't7 E 804 I GRATES MAY BE USED IF APPROVED AT A MAXIMUM GENERAL DESIGN REQUIREMENTS r�-i B v Q R. R. '0bo OF 1 X4 FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE DESIGN,CONSTRUCTION AND WORKMANSHIP 0 'l to rx o SUCTION PIPE SIZE.SKIMMERS DO NOT REQUIRE SHALL BE IN CONFORMITY WITH THE U U PROTECTION AND REQUIREMENTS OF APSP/ICC 3,APSP/ICC 4,APSP/ICC 5, MUST BE DESIGNED FOR A MINIMUM 25 gpm. AND APSP/ICC 6 AND APSP/ICC 7 BASED ON THE THE FOLLOWING SHALL BE LABELED WITH POOL TYPE. 1• hl LABEL MARKER TAPE AT THE FILTER LOCATION: -SEE NSPI FOR DIVING WATER ENVELOPES. v 7-1,11 PIPES,VALVES,PUMP(S)OFF SWITCH. -SLIDES SHALL MEET THE MANUFACTURE'S r U INSTALLATION REQUIREMENTS. -ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE ELECTRICAL REQUIREMENTS: PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24 INCHES(610 MM).IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 ,• i -WIRING AND BONDING AND ALL ELECTRICAL TO FEET(1524 MM)THERE SHALL BE LADDERS,STAIRS OR 0 COMPLY WITH CHAPTER 42,FLORIDA BUILDING CODE UNDERWATER BENCHES/SWIM-OUTS IN THE DEEP END. 0 6TH EDITION-RESIDENTIAL AND NEC 2014. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE I -NO OUTLET OR OVERHEAD POWER WITHIN 10'IF • USED,BENCHES OR SWIM-OUTS SHALL BE RECESSED OR WITHIN 15'PROTECT BY GFI,TRANSFORMER MIN.10' LOCATED IN A CORNER. rl FROM POOL,8"ABOVE WATER,J BOX 4'FROM POOL, .��i .~ BRASS TO J BOX OR TRANSFORMER WHICH EVER IS -CIRCULATION SYSTEMS,COMPONENTS AND ++ w EQUIPMENT SHALL COMPLY WITH NSF 50. ty FIRST EXCEPT WHERE PVC IS APPROVED. -THE MAXIMUM TURNOVER RATE IS 12 HOURS. A -FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAGE. ,0 R'= -PUMPS 3 HP AND LESS SHALL MEET ANSI/UL1081 tai CORROSION RESISTANT WITH STRAINER AND MEET ! Cli (r) THE REQUIRED FLOW. g ATION FOR PERMIT SHALL -SURFACE SKIMMERS SHALL MEET NSF 50 AND G 3YNAMIC HEAD OF 60 ft. THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET "CI OF SURFACE AREA. Ril -APPROVED MANUFACUTRED INLET FITTNGS FOR THE per 800 sf) RETURN OF RECIRCULATED POOL WATER SHALL BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 00 gallons SQUARE FEET(28 m2)OF SURFACE AREA.SUCH INLET ro „r,• FITTINGS SHALL BE DESIGNED AND CONSTRUCTED TO Cr) INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE AND SHALL INCORPORATE A CONVENIENT MEANS OF (Li —- — i SEALING FOR PRESSURE TESTING OF THE POOL -- s (C CIRCULATION PIPING.WHEN MORE THAN ONE INLET IS 00 REQUIRED,THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BEAT LEAST 10 FEET(3048 MM). 0 CV C=3 •MAIN DRAINS AS OF 12-19-08 -HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR ANSI/ASME A112.19.8-2007 UL 559. LC7 -DISINFECTANT EQUIPMENT SHALL COMPLY WITH p(LI Q O NSF 50. w POOL -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR d a _c MEET LOCAL CODE IF GREATER M —,-RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO MIN.GRATE OPEN AREA-FLOW/17.8 MEET SECTONS 454.2.17 FOR VELOCITY 6'/SEC -WASTE DISPOSAL TO COMPLY WITH SECTION 454.2.10 ��s4 Rev1sion Date # Description CLEANER IT HAS BEEN CERTIFIED THAT THESE DESIGN LINE REQUIREMENTS ARE IN COMPLIANCE WITH THE — .A..aA BUILDING CODE R4501,6TH EDITON 454.2-2017, U I /ICC 3, J _ mg MOP.I•1)-•.PICC 4,ANSI/APSP/ICC 5,AND ANSI/APSP/ICC 6 AND Date:January 1,2018 .. , .'i PICC 7,ANSI/APSPacC 14,ANSI/APSP/ICC 15. Drawn by: MJT REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC PEACH ISLAND POOLS LLC SEE PERMITS FOR ADDITIONAL NT RESIDENCE REQUIREMENTS AND CONDITIONS >N /—/e---,)-0/ p OFFICE COPY REVIEWED BY: ATE:! —/? o/ FLOW THRU SPA SKIMMER REQUIRED ,�/ NO SKIMMER FOR SPA WITH =-- g(ir TYPICAL GR.FOR#3INDEPENDENT SKIMMER REBAR,2'OUT WITH FILIRATION SYSTEM #8CUTOPUMP Aiiik OPTIONAL DECK W/ (I4"PITCH IN 10' � I / RAIL OPTIONAL OPTIONAL 12V LIGHT W/IRANS.X"BRASS • OR PVC(SEE NOTES) NO LIMITATIONS TO Ir... SHAPE EXCEPT FOR AO DIVING STEPS OPTIONAL • >MAIN DRAIN REQUIRE ENTRY REQUIRED CIRCULATION (TAMPER PROOF/SEE NOTES) SWIM-OUT OR LADDER (SEE NOTES) - LITE REQUIRED(GR/#8 CU) >LIGHTING&BONDING SAMBAS tic WHERE DEPTH OVER rr POOL 5'DEEP(SEE NOTES) >NO LI ITATIONS ON SHAPE RAIL OPTIONAL GENERAL SPA PLAN GENERAL POOL PLAN N.T.S. N.T.S. 2'-9"Min.EXCEPT FOR SEE NSPI 5 RE: SLOPING ENTRIES.4'-0"Max. HANDHOLDS 1 si♦I \ WATER J LINE 0 EXCEPTION:ROPE AND av FLOATS INSTALLED IF v 8"Max. LESS THAN 4'-6" Radius 7 Max. 1 11.0°Max. 3 Max. SAMPLE ONLY.EACH APP 1Ir- BE BASED ON A TOL 8'Mia TO SLOPE CHANGE Determine System Flow Rate: Minimum Flow Rate Required:35gpm per skimmer(Required:1 Skirr POOL SECTION DETAIL Pool Volume: 500 sq.ft x 4 ave depth x 7.481 gal/cf N.T.S. Turnover Time in Hours: 6 hours x 60 min/hr= 360 minute Flow Rate: 15,000 gallons/ 360 minutes = 4? gpm SB2836,6-20-07 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS,THE USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF#8 AWG.BARE SOLID PIPE SIZING CHART(MAXIMUM COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE,AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR PIPE SUCTION PRESSURE SPA,IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE I)I" 35 GPM 65 GPM WITH s.680.26(c)OF THE NATIONAL ELECTRICAL CODE. 2" 60 105 2 J4 90 147 3" 135 230 PAVERS OR 4" 235 396 - - FOOTING 4"DECK 2,500 DECK FINISH OPTIONAL psi(Min.)CONC. PER CONTRACT FOR POOLS WITH VOLUME=15,000 GALS. W/FIBER MESH (NON-SLIP) PUMP:STARITE P6E6DL OR HAYWARD SUPERI • X HP 42 GPM 60'TURN TURNOVER RATE=6 HOURS=360 MINS. 00 8" POOL FINISH FILTER:STARITE PTM 50,50 GPM OR HAYWARD C751,75 GPM CAPACITY [(MO PER CONTRACT MAIN DRAIN:HAYWARD W6I048E _ _ _ '-. BEAM&"7"BARW r 8"X 8"FOOTING OPTIONAL CLEANER:HAYWARD VAC LOC 8" W/(2)#3 BARS OR(1)#5 BAR /I FINISH OR E6"Min.WALL&FLOOR THICKNESS.3,500 psi(MIN.)CONC.#3 BARS ON6 + AGGREGATE MAIN SUCTION PIPE SIZE 2" 12"CENTERS EITHER WAY,TIE ALT.INTERSECTIONS 15"MIN.OVERLAP. 2"MIN.COVERAGE ON STEEL W/CONC.TO ASTM A15.A16.ASTM A30-5 SKIMMER SUCTION PIPE SIZE1 2" Structural subject to suitable soil conditions. CLEANER/VAC PIPE SIZE. 11" •;) POOL/SPA, DECK, BEAM, WALL, FLOOR RETURN SUCTION PIPE SIZE Z lin • •-=-:-.�'LOC N.T.S. 1 IStand Foots Cover page 370 Sargo Ln Atlantic Beach FL 32233 Occupancy class R-3 FBC 2014 NEC 2014 1.Impervious calculations 2.Building Permit Application 4.Notice of Commencement (to be filed) 5.Site survey 6.Site management plan COMMUNITY DEVELOPMENT 7.Site plan APPROVED 8.TDH worksheet 9.Drain and entrapment prevention 10.Pool steel drawings 11.a-g equipment cut sheets 12. Alarm specifications 13. Warranty Deed , a i: "/_ i and Pootsw Impervious calculations for 370 Sargo Rd Current lot size 7500 sft Total impervious area per the previously submitted site plan from builder Current impervious area House under truss 2254 sft Driveway 375 sft AC pad 9 sft Total 2638 sft 35% Total new 380 sft 4.6% Total proposed impervious coverage 3018 sft 39.6% This is for pool decking only Completed by RD Gray Island Pools LLC 904-334-5421 • ,e----a BOUNDARY SURVEY 1 \ L -1( 1" - ? ( a t•-) i . , . . . , ,„ \ - ,..,„.,:::;...;:_::.::;„:::::.,i :. . --i tort ' FOUND 112 • =1 O IRON PIPE I o BLOCK No I.D. ) 30.0' ;:1 SET ROD N82°43'58'E g3.00oN — 0.5011 sOM U) IR o�I �B#7893 -- E i-t) I o I �G� 25.V , I Z ,�/. AICD :i 463 • :: ..:..'i:• :; s 1 I �� .A•CONCRETE -• cn ` v 1?L o .-,'.,. DRIVE �'. Y, i oI 1 C � In t ' t 1 ti C 0 47' IMO25•� ' 1 t ct'..o 4' 1 1 z .o' 1 p BUILDING `' 1 r \ •.3 _ of I rn\ o `` ##370 0r r-� 1 0 Id I ' r 1.3 .•. •• • 1 LOT 4 1 N m '`'. �,1 1-61611 BLOCK 241 �� , c" - • 57 ; . 1 6'II . 1 I 464• . .t 1 . I �,�' OT 21 1 i ° U' LOCK 24 30.0' :..1 1 I 1 B p7.0N OUND 1f2";; Y,... LOT 5 41 Z 11 1)'► F i ---:...,:••:.:,,..„ BLOCK 1 ` 0 'o N82°4358"E MUNITY DEVEL I 1 •„SE 112” ®® C IRON ROD LAT2�4APPROVED LB#789 BLOC y SURVEY NOTES CUNCHEI E DRIVE CROSSING INTO RNs'. ON EASTERLY SIDE OF LOT. THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY AND CROSS INTO THE 5 U.E.AT REAR OF PROPERTY. >_ ?0 t� t F ) to!O �� f : �P ,, ;,. TARGET , ''4, No.6415 e'i�,� SURVEYORS CERTIFICATE t. ` I I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY r7�t 7TH T T �1 , I i is i IS A TRUE AND CORRECT REPRESENTATION OFA SURVEYING,M ■�v G T ■ ■ 1 SURVEY PREPARED UNDER MY DIRECTION. it. S lJ 1V E 1 it 1 i. LC �� /�; NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC S LB#7893 STATE OF j/4' SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL, k. F ORA RAISED EMBOSSED SEAL AND SIGNATURE. a \+�,°�;�E,''" DiyltallY5i9neany SERVING FLORIDA Kenneth J Kenneth J.Osborne 6250 N.MILITARY TRAIL,SUITE 102 pate 20t 7.07.25 WEST PALM BEACH,FL 33407 y Osborne/_ PHONE 561 6404800 .44: 4°L.R.--- ovo7ze oaDD c ) 4 (SIGNED) ---- STATEWIDE PHONE (800)226.4807 E KENNETH J OSBORNE fNOCOtdL) 'IPACFGI) STATEWIDE FACSIMILE (8007441-0576 PROFESSIONAL SURVEYOR AND MAPPER M6415 WEBSITE:h JAarLEIsua) net _r n.::.m�.M.,..-,.,:. --_....-..Y.,•_. -_._. ..s _:.:.+.::-�r.....�r+�m��..�w.Y. ,tss.amfl,- .._�.-..vr.�: -aay.a�.r-�wm.:na IMINI • BOUNDARY SURVEY 1 ` .-..:1-:/...17:::.:...T.:-::;1•.!_...\ J 1k_ 'Y0,til a 6e rvt- ,:�- P ( c ti 1• -LOT •22 FOUND 1I2 • -,. iBLOCK 2' IRON PIPE 3oa�,. < N SET 112" N82 °43'58"E 93.00' ., • � r IRON ROD o.5'oN { i LB#7893 o.s'oN 1 I -z 0. 1 IQ ?. L�' pIC ! 25.t7. 1 \ 46.3' }L;iC: a .-:-•-:-..--f .---' Ix �_• v. � ' I t 4.7' _ • - 25.0' • m,O I ZI $ l,r . Iw '-1 p • `'O. 3 ° � I o i BUILDING " I �- - , I ° 1 #370 --1 _ . o . BLOCK 24I ` 57' co I m '� II c.n I L C.31 ' \ I 1 1 46.4' 4-. -.t I I y OT 21 1� �, :1 1 ' II -01 BLOCK 24 30.0' -y l l LOT 5 � o I _ _7 oN FOUND 112 ::•. v .t BLOCK 24 Z o�a'oN 82°43'58"E 93.00' IRONOIPD ` `1 11 .\ N 1 :,I ISET 1I2" D OT t� :1 IRONRO L CK , LB#7893 BLO 0 'oc-- 0 l�a- Ni.- V - P S r SURVEY NOTES � CONCRE I E DRIVE CROSSING INTO RAN. 1 V✓t' 1e i N ON EASTERLY SIDE OF LOT. THERE ARE FENCES NEAR THE BOUNDARY D '.—' I ( %(L (,,S e I OF THE PROPERTY AND CROSS INTO THE P Cs 5'U.E.AT REAR OF PROPERTY. •a. /N j 1-7-, : p ,r 'ARGET ,',I• N°.6415 f' SURVEYORS CERTIFICATE • „„ S=�, I HEREBY CERTFY THAT TI-US BOUNDARY SURVEY ._._._...,_�_ . i.o, 1.; IS A TRUE AND CORRECT REPRESENTATION OFA SURVEYING,LLC SURVEY PREPARED UNDER MY DIRECTION. `a NOT VAUD WITHOUT AN AUTHENTICATED ELECTRONIC tr STATE OF ;�,' SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. �/ LB#7893 '•''o �, �% ORA RAISED EMBOSSED SEAL AND SIGNATURE. �• t °. SERVING FLORIDA • yt ---...f....42.21-.E Digitally signed by Kenneth J1Kenneth J.Osborne 6250 N.MILITARY TRAIL,SUITE 102 • Date 2017.07.25 WEST PALM BEACH,FL 33407 Osborne ~090726-04'00' PHONE (561)640-4800 (SIGNED) ---- STATEYVIDE PHONE(800)2264807 KENNETH J OSBORNE STATEWIDE FACSIMILE4 6 l PROFESSIONAL SURVEYOR AND MAPPER o64 is (Nt 1XlENE4 n WEBSITE:http://largetsurveying.net • 15' 1' 1' 1' 32' 16' -► 3 Atocoo Barriers per FBC2014 3.5ft 5ft - window and door alarms 71 and fencing 1, 1, 7. Light 77-1 53' RD Gray Island Pools LLC 904-334-5421 rd@islandpools.org COMMUNITY DEVELOP, ENT APPROVE Ti., RD GRAY 334-5421 'Ll . II' .-____/L1 Owner: HArtline State: Address: 370 Sargo Ln Zip: 4' City: Atlantic Beath Phone: Phone: POOL SPECS SIZE:14x32 SQFT:450 sft DEPTH:3.5-6 PERIMETER:90 Ift EST TOTAL GALLONS: SKIMMERS:1 3,-p_ p RETURNS:3 INTERIOR MATERIAL: N SPECIAL: TILE: NOTES: SPA SPECS SIZE: SQFT: DEPTH: PERIMETER: I EST TOTAL GALLONS: SPILLWAY: RAISED HEIGHT: SKIMMERS: RETURNS: TILE: INTERIOR MATERIAL: SPECIAL: NOTES: PLUMBING RETURNS:3 SKIMMERS:1 POOL MAIN DRAINS:2 SPA MAIN DRAINS: sol beam elevation - en with existing CLEANING SYSTEM:suction HEADS: VAC LINES: ROBOT VAC: a• ti pool beam is 8" 120V LED light WATER FEATURES: SPA SPILLWAY: 1C40 with easy touch ntelliflo VS pump LIGHTS IN POOL: LIGHTS IN SPA: TOTAL PIPE: access on right side o house and will SPECIAL: need pre grade maintain minimum NOTES: setbacks verify equipment location DECK before setting DECK TYPE:Brick pavers ELEVATION: TOTAL DECK SQFT:500 sft PERIMETER: RAISED BEAM: UP STYLE: MATERIAL 1: MATERIAL 2: SPECIAL: NOTES: EQUIPMENT POOL PUMP:Intelliflo VS3050 2ND PUMP: FILTRATION:Cartridge FILTER SIZE:RP 150 HEATER: INLINE: TIMER:Easy Touch 4 Function GAS: SPECIAL:IC 40 NOTES: 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. ✓0 Simplified Total Dynamic Head(STDH1 Complete STDH Worksheet—Fill in all blanks 0 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: ls000 /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 10o gpm Maximum System Flow Rate. Return Piping to be 2" inch to keep velocity @ 10 fps max. at 100 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: 0 3" 138gpm 0.04' 181gpm 0.07' 227gpm 0.10' 4" 234gpm 0.03' 313gpm 0.05' 392gpm 0.07' 6" 534gpm 0.02' 712gpm 0.03' Total Simplified TDH: 32.6 Page 1 of 3 http://www.fl ag lerco unty.org/d oc/d pt/centprmt/bui ld/head ca lcsws-pool s3-09.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. ✓ 0 3'—0" 0 2 8" suction outlets @ 100 gpm max. flow (see note 2). t ► 0 0 0 3 suction outlets @ gpm max. flow (see note 3). I 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 .; . gnature 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) _4_ 0 i 2 l 46 I 8 10 4 12 ' 14 I 16 18 0.0 2.3 4.5 16.8 9.0 11.3 , 13.6 _ 15.8 18.1 20.3 1i_ 2.3 4.6 6.8 9.1 11.4 13.6 ' 15.9 18.1 20.4 i 22.7 2 _ 4.6 1 6.9 9.1 11.4 13.7 15.9 +t 18.2 20.4 22.7 25.0 3 6.9 9.2 11.513.7 16.0 18.2 120.5 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 6 119 16.1 18.4 20.6 22.9 25.2 27.4 129.7 31.9 t 34.2 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 8 16.5 20.7 23.0 25.3 ' 27.5 1 29.E 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 23.1 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 46.1 rT13 30.0 32.3. 34.8 36.8 39.1 41.3 43.6 45.9 48.1 50.4 (5 15 32.3 34.5 36.9 39.1 41.4 4.3.6 45.9 482 50.4 52.7 15 ' 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 • 16 37.0 39.2 41.5 43.7 46.0 48.3_ 50.5 52.8 55.0 57.3 II 17 39.3 1 41.5 43.8 46.1 48.3+ 50.6 52.8 -55.1 1 57.4 59.6 18 41.6 1 43.9 46.1 46.4 50.6 52.9 55.1 57.4 ' 59.7 61.9_ it 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 • 20 46.2 483 ! 50.7 53.0 55.2 57.5 59.8 62.0 ; 64.3 66.5 VS 21 48.5 50.8 53.0 55.3 57.6 50.8 . 62.1 64.3 66.6 68.9 22 _ 50.8 53.1 55.3 57.6 ` 59.9 62.1 64.4 66.6 68.9 71.2 r 2.3 53.1 55.4 57.7 50.9 62.2 64.4 86.7 69.0 71.2 , 73.5 24 55.4 57.7 60.0 82.2 1111 64.5 66.7 810 71.3 73.5 ' 75.8 25 57.8 60.0 62.3 64.5 1 66.8 69.1 713 73.6 75.E 78.1_ 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 64.6 66.9 ' 692 71.4 73.7 ' 75.9 78.2 80.5 82.7 28 64.7 66.9 69.2 71.5 73.7 _ 76.0 t 78.2 - 60.5 • 82.8 85.0 I- 29 67.0 693 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3 30 613 71.6 73.6 76.1 78.3 80.6 ; 82.9 85.1 87.4 89.6 31 71.6 73.9 ^' 711 78.4 80.7 829 - 653 87.4 89.7 92.0 32 719 76.2 78.4 , 60.7 6 .e 85.2 87.5 89.7 92.0 94.3 33 78.2 78.5 80.7 830 85.3 87.5 89.8 92.0 94.3 96.6 34 78.5 60.8 811 85.3 67.6 89.6 92.1 94.4 96.6 911.9- I, 35 809 t 83.1 85.4 , 87.5 869 192.2 94.4 i 96.7 I 98.9 101.2 Page 3 of 3 http://wwwflag lercounty.org/docdpt/centprmt/build/headcalcsws-pools3-09.pdf Revised 7/2009 1.-----/ 11111P ---- FLOW TIIRU SPA NO SKIMMER TYPICAL,Gt.1:0110 3 SKIMMER REQUIRFI) WITH --- SKIMMER RFBAR,2'OUT%mil FOR SPA FIA /t CU t0 PUMP INDEPENDENT C FILTRATION SYSTEM OPTIONAL DEE---1.1:VI'( I K'mini 4 r la , . OPTIONAL 12V LIGHT / W/TRANS.I."BRASS RAIL OPTIONAL -- OR PVC(SEE NOTES) 4 NO LIMITATIONS TO ,( DUAL MAIN DRAINS SHAPE EXCEPT FOR J(!� o (.__. REQUIRED(TAMPER DIVING in PROOF/SEE NOTES) • / (toSTEPS OPTIONAL, - lb SWIM-OUT OR LADDER ENTRY REQUIRED - REQUIRED(GR/NB CU) (SEE NOTES) - n WHERE DEPTH OVER CIRCULATION' 1 5'DF-EP(SEE NOTES) 6: ' .. LINE IIRAIL OPTIONAI. r VENT i LINE GENERAL POOL PLAN %.,=I' GENER 2'-9"Min.EXCEPT FOR SEE NSPI S RE SLOPING ENTRIES.4'-0"Ma. HANDHOLDS SAMPLE ONLY.EACH APPLICATIOT WATER - � ----' / BE BASED ON A TOTAL DYNAI LINE 4 EXCEPTION:ROPE AND i Determine System Flow Rate: FLOATS INSTALLED I6 _ R'Maxj( Minimum Flow Rate Required:33 LESS THAN 4'-6" 1 Radius \� nN 81m per skimmer , tt 7 M°� Pool Volume: . sq.ft x _ave depth a I 4 110'Ala, Tlunover Time in Homs:__ halos x 60 min/hr Flaw Rete: _galbns/ (nioutes 3 Mns Iy -- ------ II 1 PIPE 517.ING CHNLT(MA)pMLIM} 1'Mia.TO SLOPE CHANGE PIPE SUCTION PRESSURE POOL SECTION DETAIL 1)l" 35 GPM 65 GPM '' 2• 60 LOS '—" SB2836,6-20-07 7+„—I� 21i 90 147 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS,THE USE OF AN ;� 135 2309 UNDERGROUND BONDING CONDUCTOR MADE OF II AWG.BARE SOLID COPPER WIRE 4' 233 396 BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE,AND I R TO FlR P(X)I.S WITH VOI.IfMfi"15,0(M0 GALS ' 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR SPA,IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH 3 680.26(c)OF THE PUMP.LIAYWARD SP3010X152AZ, (PDX.) NATIONAL ELECTRICAL CODE. IIAYWARD SP3015X2O2AZ(SPA) DUAL SPEED PUMPS TURNOVER RATE-6 HOURS•,160 MINS PAVERS OR VARIABLIi7)RDUAI.STE:EDPUML'SARE FOOTING . .. 4"DECK 2,500 DECK FINISH REQUIRED IF THE PUMP EXCEEDS I IW. I I ?” OPTIONAL psi(Min.)GONG .'' i PER CONTRACT PI UMHINO WILL BE DESIGN FOR THE MAX i W/Fllll7t MESH . (NON-SLIP) FLAW OF DIE PI IMP REFER TO 1157 CN,CULATIONS FOR VARIABLE OR DIJAI. SPELT)DFSIGMS. FILTER. IIAYWARD CI200,120 GPM CAPACITY ea (M I LAY WARD C 1750,175 GPM S POOL ENISII . PER CONTRACT �... _ BEAM A"7"BAR i MAIN(MAIN:CUSTOM MOLDED 25507-IO-tUb _ R"X R'FOOTING W/(2)83 BARS OPTIONAL CLEANER:IIAYWARD VAC LO(: I" - FINISH){" STMT SCREEN:WATERWAY 640-230(VOR(1)#5 BAR . - MAF7(RC WAIN SUCTION PIPE SIZE I 6"Min.WALL&FLOOR THICKNESS.3,500 psi(MIN.)CONC.53 BARS ON AGGREGATE I r CENTERS EITHER WAY,TIE ALT.INTERSECTIONS IS MIN.OVL•RI.AP. r MIN.COVERAGE ON STEEL W/CONC.TO ASTM All.A16.ASTM A30-5 51CAI4F4IiR SUCTION PIPE SIZE ___ • Structural subject to suitable sal conditions. 4'1 4.ANER/VAC PIPE SIZE ____ POOL/SPA, DECK, BEAM, WALL, FLOOR RIFI'URN SIX:TION PIPE SIZE i GENERAL DESIGN REQUIREMENTS SPECIAL SPA REQUIREMENTS: -DESIGN,CONSTRUCTION AND WORKMANSHIP -MAXIMUM WATER DEPTH 4',MAXIMUM SEAT DEPTH SHALL BE IN CONFORMITY W17'1THE REQUIREMENTS OF ANSI/NSPI 3,ANSI/NSPI 4,ANSI/ O MAX'OR SLOPE 1:12 NSPI 5,AND ANSIMSPI 6,ANSUAPSP 7 AND ANSUAI'SP 15 -FLOOR MIN.TREAD 10"X 12",7'MIN.RISER,12"MAX. BASED ON THE POOL TYPE. wn RISER EXCEPT THE BOTTOM STEP MAY BE 14"IF IT IS SEE NSPI FOR DIVING WATER ENVELOPES. N. SLIDES SHALL MEET THE MANUFACTURE'S THE SEAT.INTERMEDIATE TREADS AND.RISERS'ID INSTALLATION REQUIREMENTS. BE UNIFORM.IF THE SPA LS OPERATED -ENTRY/EXIT:REQUIRED AT THE SHALLOW END AND INTERMITTENTLY IT SHALL HAVE A ONE U RIR I DEEP END IF OVER 5 FEET DEEP.ACCEPTABLE ARE TURNOVER,IF TEMPERATURECONTINU104US A SIX HOUR TURNOVER STAIRS(10"MIN TREAD WITH 240 SQUARE INCH MIN. MAXIMUM 104 DEGREES. �,a AREA,12'MAX.RISER WITH INTERMEDIATE TREADS -MEET ANSI/NSPI ARTICLE XVII,SAFETY INSTRUCTION/SAFE T Y SIGNS. .""— • AND RISERS UNIFORM). LADDERS,UNDERWATER �" PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR li _ JSEATS,AND SWIM OUTS(MAX.20"BELOW WATER).-CIRCULATION SYSTEMS,COMPONENTS ANDD LOCAL CODE IF GREATER. 4 i // EQUIPMENT SHALL COMPLY wolf NSF 50. ELECTRICAL REQUIREMENTS: .c24z i Qz,i' -THE MAXIMUM TURNOVER RATE IS 12 HOURS. -FILTERS SHA;.L HAVE AN AIR RELEASE AND -WIRING AND BONDING AND ALL ELECTRICAL TO PRESSURE GAGE. COMPLY WITH CHAPTER 27,FLORIDA BUILDING 4 , , r -PUMPS 3 ITP AND LESS SHALL MEET ANSI/UL108I CODE 2010 AND NEC 2008. , o,� tIN DRAIN REQUIRE CORROSION RESISTANT WITH STRAINER AND MEET -NO OUTLET OR OVERHEAD POWER WITHIN 10'IF 'L INFER PROOF/SEENOTES) THE REQUIRED FLOW. WITHIN 15'PROTECT BY GEL TRANSFORMER MIN.10' -SURFACE SKIMMERS SHALL MEET NSF 50 AND FROM POOL,8"ABOVE WATER,1 BOX 4'FROM POOL, a�, ;MING&BONDING SAME AS THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET BRASS TO J BOX OR TRANSFORMER WHICH EVER IS '"" • POOLZi OF SURFACE AREA. FIRST EXCEPT WHERE PVC IS APPROVED. `� LIMITATIONS ON SHAPE -RETURN INLETS SHALL BE A MINIMUM OF ONE FOR FLORIDA BUILDING CODE R4101 EVERY 300 SQUARE FEET. L SPA PLAN -HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR THE POOL CONTRACTOR IS RESPONSIBLE FOR UL 559. FURNISHING ALL DETAIL DESIGN REQUIREMENTS j"=-I. -DISINFECTANT EQUIPMENT SHALL COMPLY WITH FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITTL NSF 50. THE FLORIDA BUILDING CODE,AND ALL -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR CONSTRUCTION SHALL MEET ALL APPLICABLE MEET LOCAL CODE IF GREATER. COI/ES INCLUDING PLUMBING,ELECTRICAL AND (t 6" GAS. PIPING SHALL BE SCH.40 PVC,NSFpw,MAX .... r t (° IR PERMIT SHALL. PRESSURE VELOCITY 10 FPS,SUCTION 6 EPS. +�--+++ HEAD OF 60 R. fo THE POOL PLAN SHALL SHOW THE DESIGN i-4 N PLUMBING AS PER THE SAMPLE WITH THE co Cr) VI;� INFORMATION REQUIRED SHOWN. MAIN DRAIN 'T,� ,`.p _I PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' •� Q r' wired: 1 Skimmer per WO sf) -"-� WITH APPROVED ANSI/ASME A112.19.8.2007 COVERS. AS [p'J) AN ALTERNATE THE APPROVED DRAINS MAY BF. CO ,.-1 I1 gal/cf _ );allow PLACED ON DIFFERENT PLANES.THE TWO DRAINS �. I SHALL HAVE A COMMON SUCTION LINE. SUCTION '� minutes LINE OF VENT LINETO DUAL GRATES MAY BE USED IF APPROVED AT A MAXIMUM6' _ gpm MAIN DRAINS GRADE r� OF I X FPS AND THE SUCTION PIPING IS RECESSED i-� a FROM THE GRATE THE DISTANCE EQUAL TO THE _, VENT DETAIL SUCTION PIPE.SIZE. IN ADDITION A SAFETY VACUUM ?-� RELEASE SYSTEM MAY BE INSTALLED. THIS MAY �' W CONSIST OF AN AIR RELEASE SYSIT�.M. THE VENT ^Q� (Optional) =1" PIPE SHALL BE TIED TO THE MAIN DRAIN LINES,SIZED H THE SAME AS THE MAIN DRAIN SUCTION LIVE WfIT-I A MAXIMUM LENGTH OF VENT PIPING TO BE 30'.THE VENT PIPE WILL BE ELBOWED UP AND OVER WITH A GRATE FOR PROTICTION AND LABELED"SAFETY VENT' •MAIN DRAINS AS OF 12-19-01 AND/OR"SAFETY VENT LINE". ANSI/ASME A112.19.1-2007 SKIMMERS DO NOT REQUIRE PROTECTION AND )` A MUST BE DESIGNED FOR A MINIMUM 25 gpm. ` (�v�) n THE FOLLOWING SHALL BE LABELED WITH \�\ --_ { LABEL MARKER STAPETHE FILTER LOCATION - t.'`•' POOL PIPES,VALVES,PUMP(S)OFF TWITCH. v1� o IT HAS BEEN CERTIFIED TH. :D.ESE DESIGN MM.GRATE OPEN AREA-FLAW/17.1 REQUIREMENTS ARE IN COMPLIANCE WITH THE .d V' FOR VELOCITY 6'/SEC FLORIDA BUILDING^OCE R4101,424.2-2010,ANSUNSPI 3, ANSI/NSPI 4,ANSI/U'I`'` ANSII1S19 6,ANSI APSP 7 AND CLEANER ANSI/APSP IS " "�� LINE a - - - .. . -----1 P'I'IUNAL) O c:._. _......____._ • i ,7 EQUIPMENT RESIDENCE ISLAND POOLS i iLOCATION 1 :r a.. ..:.� Waterway Technical Bulletin:VGB2008 afi UL 2008 640231 X 8"Anti-Entrapment Main Drain Cover and Frame . 640 z i,I, Waterway main drain covers are compliant with the Virginia Graeme-Baker - .`.. - -— —.. • O. Pool and Spa Safety Act(ASME/ANSI A112.19.8-2007)*d ale UL Certified. . • • - • . .• ' They are designed for single or multiple drain use.This drain cover assembly ( : — —• '\ includes frame and stainless steel screws with brass inserts.Packed 25 per case. • • ., The Waterway 640-231x V series covers and frames are available in: White J Bone ■ Black a Gray ■ 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 64 @ 3 73 ftlsec55 _.,._. y...,...s,.,.'..a..� _'i ::.�..._.. - -. ...... ........._..«...-:.R'1,;v t .;i._ e-is.. •'tdislisA 0 8.650 . Par.4a Drntptlon r. i 0 7.624 819-00051 #8 Stainless Steel Screw-32 x'S'v ' 642-215x V 8"Anti-Vortex Drain Cover h 7.000 642-214x 8"Anti-Vortex Drain Frame �oeig reillitri/op vim. .//i� 81 51 . 1 , ,,.., Q or O®M' 0 ID�,0�'+r0• 642-2,5x V -v.- = ' ' - o_o Hti-01,0°• • : • •°AO\0,11 \ \ .,, ‘ re,- ----- -_,., -.7.0-- ---arb_s 4=, , iQ O • • • 0t01ill t °(% • w ' • 0 8�; 300 -- 4 ' � �4% r , � • • j!Witip(IMO`t O • 0 • 0 OAli 642-n4x • Qt., 0 -14t*ItDila' °xi 0 v \ 0-41.111111111111111r0 ♦;���4Q 0 Q \\I 1 .470 t - - — ....._ — — _ .975 .800 #1.77 r % ' '' 11111 . —h l t—T • Bo sure its 1 6ernarx . I I 02009 Waterway Plastics•2200 Sturgis Road,Oxnard,CA 93030•Ph.805-981-0262.waterway@waterwayplastics.com•www.waterwayplastics.com 807-0081.0309 STA-RITE YSTEM:2 accessory ordering information -, -_ - Approx.Ship. leo Weight mbar Description ll 2-01005 100 Sq.Ft.Replacement Module for PLM 100 02-0125S 125 Sq.Ft.Replacement Module for PLM 125 11.5 2-0150S 150 Sq.Ft.Replacement Module for PLM150 12 92-01755 175 Sq.Ft.Replacement Module for PLM175 13 2-02005 200 Sq.Ft.Replacement Module for PLM200 14 02-0300S 300 Sq.Ft.Replacement Module for PLM 300 19 3 Boz. � 8-820P 2"x 1-1/211 Pipe Reducer Bushing CL o 1 = 01-0130S Spring Check Valve r outline dimensions - 1156. do . PLM300 Op), 1 1151 �• n 'ftloo, • \. �i f A ; M325, � .,-)1.m150, , ■ li c: PLM115, C. _ ' ��� GO. M200 �.�� — fD 11)VI1 MEM I. A61 A,J ' 1111.1.1111 11111111.11111 _o' gill IIIIIIIIIL 11 IIIIIIIIIIIIIIIIIIU an :M11I11111111111111U r 1111111111111111111111!' ■ .111111.11111 '11 1, 1-. 4.- — , aro IMII 7'NPT UPI. /'� TNRk NW 1 �� MUT P!L725 2/5 �`.- 1503i rin 2"1111 eilif . .41 ____. All dimensions shown In inches. i ' ; : filter performance 1r° !d.4•"0 µ_ 4'F ,:;*-, 1111 - 1------ ----t- -II . %. li I 12 -1-1---L--- -1 0 --� ---� 1- i Xg --t ' +---- PLM100,PLM125, - Ii-' fg ,i PLM150,PLM175, - 11. 4 .1kPLM200,PLM300 ± 10 20 40 60 80 100120 140 160 FLOW RATE IN GALLONS PER MINUTE ,,• 51 '' Fax Orders1262L728-7550 I www.starilepool.corn I Delavan, WI 53115 USA 155949PS • SYSTEM:2 : • ..• . 34 . 1 . - I ' Repair parts - see page 170 ' [ • PLM SERIES - Sla-Rile's modular media filtration is the perfect match , i 1.E for the small in-ground and above-ground pool markets. Advances •."�;• • 4.. in media technology and balanced flow design provide dirt-loading : V. r capabilities up to iS times greater than sand fillers of equivalent size. �''Q• i Virtutally maintenance-free operation for today's pool owner Now 7 available in 300 sq. fl( ;.•,fir!' 1.7 N{y I J' 5,. it l P Y riot+• N • CERTIf ICATIONS - The filter shall be tested and certified by a ' "Nil;+,: rrF' nationally recognized testing laboratory to conform to NSF Std. SU `' ~r'''a NSE Typical Installation - In-ground the smaller System2 filler,enabling Large Drain Plug-Filter includes I, 11 pools and In-ground hot tubs maintenance-free operation for 2"NPT Drain ports,which are � Quality Construction- Durable pools of all sizes provided with reducer bushing an ', Iwo piece lank housing constructed Low Maintenance- Complele 1'1/2"drain plug • 4 i of rugged ABS thermoplastic to media coverage combined with Modular Filler Tanks-Allows 1-' ensure a long-lasting lank life shallow pleats means greater dirt for quick change of filter medias holding capabilities,resulting In without changing the lank Easy Access- Posl Lok'locking lti ring provides safe,fast access to longer filter cycles and less cleaning Sleek Looks-Contemporary lank internals • A Perfect Fit- The small diameter style and matte black finish looks Patented Design - The patented, footprint makes the System 2 filler :,ttraeilve in any pool setting innovative balanced flow design a perfect fit for new and retrofit first introduced with the System 3 installations.The interchangeble • Mod Media lillei is now available in ports provide multiple plumbing t' options. 41 I Ethel Oplimal' Flow Rated" TURNOVER RATE(GALLONS► Tank Approx 10, Catalog Area Performance GPM (FLOW RATE x 60 x HOURS) Porl Ship.Weight Number (sq.hi al Ihls GPM per sq.fl. - - -._-.. - . _ -_ ---- - --• -----.--- Al 6 Hrs. __ _AI 8 Hrs At l0 Hrs.- - Size (lbs./ I'LMIOl1 LOU _ _...- ---- ------ SU-7ti 38 100 14-36.000 18 48.000 /3 60.000 2" 41 PLMI , 12N 50 94 47- 125 - -- --- - - - - - - - -- --- — - ��-a 17-'15,000 22• 60.000 28 75.000 2" '12 ---. 1 M1 - -- _ —56 150 20-u 1.000 2l- 72,u0u i4 90.000 2•' '13 PLMI/5 175 - • - -- 50- 120 66- 150 24 •54.000 31 72000 19 98.1100 2" 41• I'lM^UU 'l1U _ 50- 120 75 l50 _------- _ -. . 1------ 27-54.000_ 36 72,00_0 45 90.Ouu 2" 45 t't M 1110 .0III -- 50 120 113 - 150 41 -54.000 54 /2,000 nil '10,000 2" 53 ---- 'Opt•i•,i.i,k;at ilrr.I,PM will piuv,d,•il,r longest Idler Cycles combined with ihr,he;I and ire.iircl duI luathnv ral,,,e,i, l.,r•!rr Iii.-.area will provide ionier Idie,.yrlr's heiwprn cleamogt, "Ilaco,l unNSr,r,nnln„•n,lrtl flow rale for rommercial al 375 C;PM pct square luul No ha,I.wa',h valvei.•,iuurit NOW Oly'Iat,ns l 111111'• M.1Y1,11IIm CIIrl111111a1 operaling pressure of SO PSI fool/spa(haltieri.1(ll;lu.111011: IrI,,nnurr,Ufu•,.disIJ wafer temperature (mlernal law,1 11147 ('IU•Cl - Ire' ' � IntelliFlo VS 3050 & IntelliFlo VS+SVRS i, ,;5i,+m o High Performance Pump C ?; r • t � .IProe VS 3050 High Performance Pump i c Dimensions and Performance .:. t ,.. (rS °� ) NSF. o LISTED CSACertlfled UM = 120 1 35— 100 • - -� ©3450 rpm 15._ 0 so _ @ 31 10 rpm Q:,Ap.•J o 60 i^" 9' .. . -' 03350 rpr ,a a J 40 •'.. Zftoliftivieftitaiiftlift% .. , r - 20 @1560 rpm 'tt 5" 750 r m - 4- 0 20 40 60 80 100 120 140 160 U.S.Gallons per minute 5 10 15 20 25 30 35 ';; .,„ Cubic Meters per hour 26.406 — --— — 1 ` 44.i^ fail I., ' — ----_-:1_,,,------_,-- Ill 111 I- • - ', Y. [--,.. i1 ---11.047 ;. : • .5 • - — 1075 I g ' — r-we .......ii i 1 B1. • ''I,acement parts 181 YardGard® Gate/Door/Window Alarm System (YG03) - Featured 4070 : Smartpool Page 1 of 1 C__smARTP„Ls © ire Robotic Pool Pool Solar Saltwater Pumps& Saunas Cleaners Safety Lighting Heating Chlorination Filters Home Products Support Downloads Dealer Locator Products YardGard®Gate/Door/Window Alarm System (YG03) Robotic Pool Cleaners • Pool Cleaner Accessories w Solar Heating SystemsAir • Solar Heating Accessories • •� Pool Lighting • Pool Lighting Accessories 11 Pool Safety - • Listed by ETL to UL 2017 • Saltwater Chlorinators • Always On Device as Required by Barrier Codes • Pumps and Filters • Alarm Goes Off Immediately When Triggered as • Programmable Timer Required by Barrier Codes • Can be Manually Reset or will Automatically Reset Saunas in 3 Minutes to Continue Siren • 7-Second Delay Allows for Adult Pass-Through • 120 dB Alarm Siren-Minimum 95 dB at 10 Feet • Convenient Single Button Pass/Reset Operation • All Hardware Included for Gate,Door or Window Mount • Auto Low Battery Chirp • Water-Resistant • Operates on One-9 Volt Battery(not incl.) • Attractive 4-Color Retail Packaging (English/French) (click on images to enlarge) YardGard YGO3 Operation Manual Back... Home I Products I Support I Downloads I Dealer Locator Powered by Cog In The Machine Login http://www.smartpool.com/website/Products/tabid/89/ProdID/51/Language/en-US/GateDoo... 1/2/2018 Doc # 2017185393, OR BK 18081 Page 2089, Number Pages: 1, Recorded • 08/08/2017 at 03:11 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 DEED DOC ST $2828.00 a Prepared by and Return to: Sunshine Title Corporation D.Gonzales 8613 Old Kings Road South,Suite 100 Jacksonville,Florida 32217 Our File Number:STC#111157 171689-0000 For official use by Clerk's office only STATE OF Florida SPECIAL WARRANTY DEED COUNTY OF Duval ) (Corporate Seller) THIS INDENTURE,made this August 2,2017,between Salt Air Homes,Inc.,a Florida Corporation, whose mailing address is:226 Tallwood Road,Jacksonville Beach,Florida 32250,party of the first part,and Julie Jones Hartline and Teresa Jones Hartline, a married couple,whose mailing address is:370 Sargo Road,Atlantic Beach,Florida 32233,party/parties of the second part, WITNESSETH: First party,for and in consideration of the sum of TEN AND NO/100 DOLLARS($10.00)and other valuable considerations, receipt whereof is hereby acknowledged,does hereby grant,bargain,sell,aliens,remises,releases,conveys and confirms unto second party/parties,his/her/their heirs and assigns,the following described property,towit: Lot 21,Block 24,Replat of Part of Royal Palms Unit Two A,as per plat thereof,recorded in Plat Book 31,Page(s)16,16A through 16D,of the Public Records of Duval County, Florida. Subject,however,to all covenants,conditions,restrictions,reservations,limitations,easements and to all applicable zoning ordinances and/and restrictions and prohibitions imposed by governmental authorities,if any. 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 party of the first part hereby covenants with said party of the second part,that it is lawfully seized of said land in fee simple:that it has good right and lawful authority to sell and convey said land;that it hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by,through or under the party of the first part. IN WITNESS WHEREOF,first party has signed and sealed these present the date set forth on August 2,2017. Signed,sealed and deli'.. Salt Air Homes,Inc.,a Florida Corporation in the • r- /wa BY fXAt.+.1`�r ` rt �`1f!'la✓l. �'' — Print Name:Oliver J.Kraut . !Q •#_-_ — _ Title:President Pant,r_, _.. -... e Print witness name State of Florida County of Duval THE FOREGOING I"•;iRl .1[N 'war.ac., c,iedged before me this August 2,2017 by Oliver J.Kraut.President of Salt Air Homes,Inc.,a F oaon'..;o i e +pally known to me or who has produced a drivers license as identification r( MYCOAMIISSION#FF018332 Notary `. EXPIRES:August 11.2017 .- ,}.• awed Thal Notary Pub Una/raters• Com _ - 7 Expires: - ••••••••.••••••••.m Notary Seal DEED-Special Warranty Deed-Corporate Closers'Choice