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CITY OF ZEPHYRH LLS 53(5-STH STREET (813)780-0020 22261 RESIDENTIAL SWIMMING POOL PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22261 Address: 5023 SUMMERHILL DR Permit Type: SWIMMING POOL RES. ZEPHYRHILLS, FL. Class of Work: POOL/NEW Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SUMMERHILL Est. Value: Parc�l Number: 12-26-21-0100-00000-0120 Improv. Cost: 44,948.00 OWNER INFORMATION Date Issued: 1/08/2020 Na e: INGRAHAM, WESLEY& JULIE ANN Total Fees: 517.50 Address: 5023 SUMMER HILL DR Amount Paid: 517.50 ZEPHYRHILLS, FL 33542 Date Paid: 1/08/2020 Phdne: 813-245-1184 Work Desc: INSTALLATION INGROUND POOL 14 X 28 CONTRACTORS APPLICATION FEES RIVIERA POOLS INC BUILDING FEE 367.50 HAWKINS SERVICE COMPANY PLUMBIING FEE 82.50 RIVIERA POOLS INC ELECTRICAL FEE 67.50 POOL STEEL Inspections Re uir d POOL DECK & FOOTER POOL ELECTRIC BOND POOL PLUMBING/PRESSURE FINAL () REINSPECTION FEES: (c)With respect to Reinspection fees wil I comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for eac i such subsequent reinspection. 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, state a encies or federal agencies. The payment of inspection fees shall be made before any further ermits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commgncement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice ofcommencement." i� r CONTRACTOR PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHO JIT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zepli `hills BUILDING PLAN REV W COMMENTS Contractor/Homeowner: Vc 6 CL Date Received: /l Site: A { 1 Permit Type: Approved Who comments:❑ Approved w/the below co eats: Denied w/the below comments: O This comment sheet shall be kept with the permit and/or plans. JAIL Q 6 2020 Kalvin Sw' er—Plans Examiner Date Contract rAndor Homeowner (Requir when comments are present) 813-780-0020 City of Zephyrhjlls Permit App ication Fax-813.78E-0021 tuilding Department Date Received l i Phone-Contact for Permitting 7 1 Owners .�Name alie, ZN V1 4 h 1M Owner 2hone Nu or G Owner's Address 5-073 Sumn'ICv' (I DT: z Owner hone Number 7 o JCJ� Fee Simple Titleholder Name F Owner I Phone Number Fee Simple Titleholder Address C JOB ADDRESS SDZ3 �I,ll'►1`hv, -PY' LOT �Z SUBDIVISION 4,nw✓ 1411 PARCELID# IDO-00ow-cizo (DETAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEWCOLSTRF__1 REPAIR SIGN = = DEMOLISH F1 INSTAL PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION =T BLOCK Q FRAME = STIfEl. = DESCRIPTION OF WORKJ %�°) !Y /IITN) PW/ W AV , IL t BUILDING SIZE L(Ti�l SO FOOTAGE HEIGHT r ,JU p BUILDING S �Q VALUATION OF TOTAL CONSTF UCTION ELECTRICAL AMP SERVICE PROGRESS ENERGY = W.R.E.C. :r>I,14 � 2:fp,LUMBING S 000- � =MECHANICAL S VALUATION OF MECHANICAL It STALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 'u (7 r �j'' BUILDER 1 COMPANY F�✓� �I l '7 SIGNATURE �p ,p t_. �� REGISTERED Y/ N FEE CURREN YIN C� Address I LN0 IV Akka Y, r (�G13 LicensseLe#-- C r/ ��few ELECTRICIAN ' "COMPANY *Y/ kvw- 55wice CA U SIGNATURE REGISTERED N I FEE CURREN Y/ Address P--0- 2,32 4 R-33&Z13 License# EG130�O yL,? PLUMBER MPANY SIGNATURE ,Jj GISTERED SS / N FEE CURREN I TIN Address T'1 fkA56i '1(hPW.Ft31J1 License# MECHANICAL COMPANY SIGNATURE REGISTERED L=Y Lt!.j FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED E=yLLJFEE CURREN Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R- -W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Const cdon Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivislonsllarge prof 3cts COMMERCIAL Attach(2)complete sets of Building Plans plus a Ufa Safety Page:(1)set of Energy Forms.R-O-W Permit for new Construction. Minimum ten(10)working days after submittal date. Required onsite,Cons ctlon Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All co rimercial requirements must most compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notai Ized letter from owner authorizing some i OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter If on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undetsigned'understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR ;RESPONSIB LITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for.the intended work, they are advised to contact the Pasco County Building I rispection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. CONSTRUCTION LIEN LAW.(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of th 3 "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the abov described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that al the information in this application is accurate and that all work will be done in compliance with all applica le laws regulating construction, zoning and land development.' Application is hereby made to obtain a perrr it to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, Cour ty and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certif t that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the w rk and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six rr onths of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months a er the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE O OMMENCEMENT. FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed ands o is/ rn orbe e m is by f-3—Zp b ry Who are personally known to me or has/have produced W /ar pe so ally go}vn to me or has/have produced as identification. Y'[� 5 l�f as identification. Notary Public "�Lo_� Notary Public Commission No. Co sion "Y°" JACQUELINE rinrq ;. Commission#GG 276457 Ex Name of Notary typed,printed or stamped Name of Nota Insurence800- 3W7019 INC. Residential&Commercial Builders To Whom It May Concern, This letter is to inform you I, Tim E. Belanger, qualifier for Riviera Pools Of Tampa, Inc. give permission to obtain perm is under my license #CPC1456909 to Kitina A. Bloom DL# 13450- 01-558730, Steven M. Bell DL# B-400-793-53-132-0, Raymond Martin D # M 635-725-670-830, Adis Diaz DL# D200-000-70-741-0, William Molte DL# M 436-920-54-384-0, Da- vid L. Collins DL# C452-172-49-121-0, Jack . Merrell, Jr. DL# M640-423-58 -301-0 and Michael Butts DL# B320-559-50-441-0. This letter replaces previously authorized users. Please null and void all others. Sincerely, Tim E. Belanger P140' ' State Of IvC1 County Of ; r , The forgoing instrument was acknowled ed before me this ( day of Y�c•c S , 20J by -P� , of Riviera Pools of Tampa, Inc. A corporation, on behalf of the oration. He / She is personally known to me or has produced I as identification. ROBERi1.ALBANO V Notary Public-State of Florida •`: Commission+GGOIBOOa Notary Public ,F Corr My Co through iresMar taryAi 1 My commission expire oFFt BcndedthrouahhadonalNotaryAssn. 14409-B N.' Nebraska Avenue •Tampa,FL 33613 41ii(813)961-2358 A(813)971-7309 (� DUKE ENERGY WR#35018278 December 9,2019 Riviera Pools 813-961-2358 Tammywheeler@rivierapools.com Subject: 5023 Summer Hill Dr Dear Riviera Pools: Thank you for contacting Duke Energy Florida, LLC for a letter of no conflict regarding your pooh construction. NO CONFLICT: Duke Energy Florida,LLC has reviewed our existing facilities at the above referenced address and has found no apparent conflict at the proposed pool location. According to.,the drawing(s)you have provided Duke Energy Florida,LLC has no objection to the proposed construction. Note: Florida law requires excavators to dial Sunshine State One Call of Florida at 811 to locate existing underground utilities prior to digging to avoid personal injury and damage to equipment. Sincerely, Lillian Marcano Project Coordinator Duke Energy Florida, LLC 2166 Palmetto St,Clearwater,FL 33765 1 BILL MOLTER BUILDER Cert.#RPO 039761 #CPC1456909 Flo Ide Swimming Pn,1'A.... iatlon 14409-B N.Nebraska Ave.-Tampa,FL 33613 D D Inc. (813)961-2358-(727)498-8612 (813)971-7,309 Fax RESIDENTIAL&C MMERCIAL www.RivieraPools.com UNITED Pd—oCd'S-P01A',NS!S5—C1!l1110N STANDARD SWIMMING POOL CONTRACT This contract made as of the date of written acceptance by Riviera Pools hereinafter termed ontractor'and the party named below,hereinafter termed"Purchaser". PURCHASER Ph.HOME A9 Uat MAILING ADDRESS )�y Ph.BUS. om ZIP Contractor agrees to construct a swimming pool and appurtenances thereto as hereinafte provided by the plans,specifications and terms of the contract it: nt INSTALLATION ADDRESS TERMS Unless specially agreed and set forth herein,Purchaser h`7 eunder agrees to Eprogrls payments based on the total price set forth in the contract,to the Contractor as follows: 00 - - - I I— CONTRACT PRICE$ 10%dawn payment $ 00 50%draw includes permits,layout,dig,steel placement,steel inspection.,concrete shell ce ment.ement. $-----2(X M I 20% draw includes de, plumbing, plumb inspection (if applicable), waterlin tile installed, trim,installed (if applicable) and deck formed (if applicable).20%draw includes electrical bond,electrical inspection,pour deck o ' 'llm ver (if ppl cable),apply deck texture(if applicable),install screen enclosure(if applicable)and pool is prepped and ready for interior finish. $ This draw schedule has been explained to me and is completely understood. all( THIS CONTRACT CONSISTS OF FOUR PAGES PLUS THE FOLLOWING ATTACHMEN S WHICH ARE INCORPORATED BY REFERENCE: 1.DRAWING WITH POOL SPECIFICATIONS 3.S FETYACTADDENDUM 2.PLOT PLAN OR SURVEY- 4.C LOR SELECTION SHEET PURCHASEWSRIGHT TO CANCEL DO NOT SIGN THIS CONTRACT BEFORE YOU READ IT OR IF PERTINEN INFORMATION IS MISSING FROM BLANK SPACES This is a home solicitation sale.If you do no.t services ices co.ntrd for,you may cancel his agreement. . by mailing a notice to the seifar.This notice must Indicate that - must be postmarked by midnight of the third business day I aft. want the goods or ser contracted �o r you have signed this agreement.-notice, cionifi 'shall be deemed an offer to you do not want the goods or services and the Contractor and shall be null and void unless accepted by a duly authorized officer of the Contractor w4hin fifteen'days of the date and*year not;ad ebcv.'a the Purchaser's signatures. The salesman has no authority to bind the Contractor.All agreements and understandings contract contains q in this contract and the Purchaser warrants that there are no agreements or understandings other than are set forth in this document.Acceptance of the terms of this n tr ract by Co tractor is to be communicated to the Purchaser by transmitting a copy of this contract to them showing acceptance by the sellers by the execution of a duly authorized officer of the ontractor or by commencing applying for a building permit, if purchasers are husband an wife, must:i .tf caner is different from purchaser,o ner must sign. PURCHASER—OWNER Date DRIVER'S LICENSE © PURCHASER—OWNER j1? DRIVE L(as Date SUBMITTED BY /I 'T, -ACCE+D BY Date r Date PURCHASER(S),BY SIGNING ABOVE,ACKNOWLEDGES AND AGREES TO ALL THE TqRMSAND CONDITIONS ON ALL PAGES OF THIS AGREEMENT EVEN THOUGH SPACE LIMITATIONS REQUIRE THAT SOME ARE PRINTED IN SMALL R TYPE.WARRANTY OF POOL AND/OR EQUIPMENT IS NULL AND VOID UNTIL FINAL PAYMENT HAS BEEN SATISFIED. FLORIDA'S CONSTRUC;ION LIEN LAW ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW(713.001 TO 713:37 Fla.Stat.),THOSE WHq WORK ONYOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE THE RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PR( ERTY. THISCLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR ORA SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS,SUB-SUBCONTRACTOQS,OR MATERIAL SUPPLIERS OR NEGLECTS TO MAKE OTHER LEGALLY REQUIRED PAYMENTS,THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR.PROPERTY OR PAYMENT,EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR,YOUR CONTRACTOR MAY ALSO HAVE ALIEN ON YOUR PROPERTY. THIS MEANS IF LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR,MATERIALS OR OTHER SERVICES —'Y'R CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. RORIDAS CONSTRUCTION LIEN LAS IS COMPLEX AND IT IS RECOMMENDED T 1 '?YAT WHENEVERA SPECIFIC PROBLEM ARISES,YOU CONSULTAN ATTORNEY. Init. 141 RESIDENTIAL SWIMMiNC POOL SPA iND/OR HOT TUB SAFETY ACT NOTICE OF REQUI EMENTS I (We)acknowled a that a new swimmf pool, spa, or hot tub '11 be constructed or installed at (please print street address) b2 u vnwt u2 i. +l r and hereby affirm that one of the following methods will be used to meet the requirements of Florida S atutes(F.S.)515: Please initial the method(s)to be used for your pool. The pool will be isolated from access to the home by an nclosure that meets the pool barrier requirements of F.S.515,29. The pool will be equipped with an approved,safety-pool ver that complies with.ASTM F1346-91 (Standard Performance Specifications for Safety Covers for Swimmi Pools,Spas,and Hot Tubs). Ati doors and windows providing direct access from the borne to the pool and Iodated within the enGosureNence required by the Pasco County Land D veloprnent Code {LDC}, Section 530.4{D}, will be equipped with an exit alarm that has a minimum sound pr ssure rating of 85 decibels of ten teak. All doors providing direct access from the home to the pis and located within the enclosure/fence required by the Pasco County LDC,Section 530.4(D),will be equippe with self-closing,self-latching devices with release mechanisms placed no lower than 54 inches above the r or deck. A swimming pool alarm that, when pieced in a post, s rids an alarm upon defection of an accidents!or unauthorized entrance into the water,Such pool alarm m t meet and be independently certified to ASTM Standard F2208, titled'Standard Safety Specification for Residential Pool Afarms;which includes surface motion,pressure,sonar,laser,and infrared alarms.For pu es of this paragraph,the term'swimming pool alarm'does not include any swimming protection alarm de designed for individual use,such as an alarm attached to a child that sounds when the child exceeds a ce ain distance or becomes submerged in water. I UNDERSTAND AND AGREE THAT NOT HAVING AT LEAST ONE F THE ABOVE INSTALLED AT THE TIME OF FINAL INSPECTION OR WHEN THE POOL IS COMPLETED FOR ONTRACT PURPOSES WILL CONSTITUTE A VIOLATION OF F.S.515, AND WILL BE CONSIDERED AS COMM TTiNG A MISDEMEANOR OF THE SECOND DEGREE,PUNISHABLE BY FINES UP TO$500,00AND/OR UP TO 60 DAYS iN JAIL AS ESTABLISHED iN F.S,775. R4501.17.1.10: Where an aboveground poof structure is used as a bar er or where the barrier is mounted on top of the Pool structure and the means of access is a ladder or steps,the ladder r steps shall either be capable of being secure, locked, or removed to prevent access, or the ladder or steps shall ibe surrounded by a barrier which meets the requirements of R4501.17.1.1 through R4501,17.19 and R4501.17.12 t rough R4501,17.14. When the ladder or steps are secured,locked,or removed,any opening created shall not allow the assage of a four-inch diameter sphere, I FURTHER UNDERSTAND AND AGREE THAT'THE OWNER ANDI R CONTRACTOR WiLL COMPLY WITH THE FOLLOWING REGULATIONS CONCERNING SWIMMING POOL, SPA, AND/OR HOT TUB ENCLOSURES IMMEDIATELY UPON COMPLETION OF THE SWIMMING POOL, SPA OR HOT TUB, IN COMPLIANCE WITH THE PASCO COUNTY LDC,SECTION 530,4(D): 1. Construct around the swimming pool,spa,or hot tub a MIN11MU,rFOUR-FOOT44IGH FENCE with self-closing, self-latching gates. The fence must not have any gaps, ope ings, indentations, protrusions, or structural components that could allow a'young child to crawl under,squeeze through,or climb over the fence. Gates must open outward,away from the pool area. The releasing mechanls of the latching device must be located on the pool side of the gate and so placed that It cannot be reached a young child over the top or through any opening or gap. No opening in the"fence may be large enough to a mit a four-inch sphere. 2. Construct a screen enclosure around the swimming pool, spa,or of tub with self-closing, self-latching, screen doors. Latches on exterior, screen doors must be a minimum of 54 inches from the exterior access standing surface. All screen enclosures require Building Permits. 3. Provide and utilize an approved,safety,swimming pool,spa,or hot ub cover that complies with ASTM F1346-91 (Standard Performance Specifications for Safety Covers for Swimm ng Pools,Spas,and Hot Tubs). Such cover must be capable of being securely fastened over the swimming pool,spa,or hot tub when not in use. fQW i FURTHER UNDERSTAND AND AGREE THAT one of the enclosures des ribed above will be completed prior to final inspection of the pool,spa,or hot tub. a-19 �� ADDITIONALLY, I FURTHER UNDERSTAND AND AGREE THAT the ow er will require his/her pool contractor and o 9 hisrner screen-enclosure contractor (if applicable) to request and succes fully pass a final inspection,immediateiy •>g following the completion/installation of the,swimming pool,spa,or hot tub. 5' sIt IF THE SIGNATURE of the contractor acting as agent for the owner appears tow,the contractor promises in good faith 47 0 co* to make the owner aware of the above-described requirements and penalties efore commencing construction. µ� y � � dal--1 V— � - o SWORN AND SUBSCRIBED BEFORE ME THiS L DAY OF >�1c0i�`0 � ,20L rNNER R COWMACTOR SIGNATURE r' NOT RY PUBLIC PL ASE TYPE OR PFUNT NAME ABOVE INSTR#2020000 40 QR BK 10032 PG 3286 Page 1 of 1 01/03/2020 12:43 PM Rcpt:2122614 Rao:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller I r This space for use by the Clerk of the Circuit Court only. i NOTICE OF COMMENCEMENT Permit No: ' ax Folio No. The undersigned hereby gives notice that improvement will be made to ce in real property, and in accordance with section 713.13 Florida.Statutes,the following information is provided in this Notice of Cow encement. (1) Legal description: t a 7-2G-XI— 0 I db_a 120 `J c a tV%--e t^ Uilt ; 7 31 t; 3 —3q L C' ~ 2le_ i L:lls Street address: 5 2'ain.mwr-+e v- l4 r l{ r r Gti (2) General description of improvement: t-I.,I wt.rV1.i (3) Owner's name: S!.&I I L T P1 r Cn.ka VV► Owner's interest in property: Fee Sim—le Owner's address: _ 5b 2.3 w%-W.ce,t, U Y l( TJr � t L%- llc '-L I I cc)42 (4) Contractor's name and address: Riviera Pools 14 09 N.Ncbraska Ave Tampa.Ff. 33613 13A I-2 8 (5) Surety name: NA i (6) Lender name: Phone: Contact: Lender address: (7) Persons within the State of Florida designated by Owner upon whom not ces or other documents may be served as provided by section 713.13(1)(a)7.,Florida Statutes: NA (8) In addition to himself,Owner designates the following person to receive copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statues: NA (9) Expiration date of notice of commencement(the expiration date is 1 year rom the date of recording unless a different date is specified) NA WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER A R THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UN ER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE F R IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POST D ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT 'OUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMEN EMENT. State of Florida r __ County of °� 9Si n tore of r) -gar The foregoing instrument was acknowledged before me thisq, 7 .day of4identific 2o�by who(is)(are)personally known to me or produced'p,i%L4,t Q.tV an;�vh2did/did not take an oath. (A copy of any bond must be attached at the time of recordation of this Notice of Commencement) (Notary Public) Verification pursuant to Section 92.525,Florida Statutes, Under penalty of perjury,I declare that t have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief.; Ta�rnmy A Signa ure o erson signing(in line#!]o)above MayC iin*aw0032VT42 '�, �igat>bttiti2t)23 STATE OF FtrQ�6�a , COUNTY OF p THIS Is TO�CERTII=Y�' ASCO r� TRUE HAT HF FOREGOING IS A AND COIRREC I COf=Y OF T .r ? ON FILE OR OF P HE DOCUMENT PUBLIC f,E—ORD IN THIS OFFICE WITNESS MY HAND I D OF SEAL THIS. a{7 ;r" r DAY OF CLERK& O GS a tv CMPTROLLER BY ® DEPUTY CLERK Parcel ID 12-26-21-010 -00000-0120 (Card: 1 of 1) Classification 00 00-Single Family Mailing Address Property Value INGRAHAM WESLEY K &JULIE ANN Ag Land $0 5023 SUMMER HILL DR Land $12,533 ZEPHYRHILLS, FL 33542 Bui ding $167,716 Extra Features $3,364 Physical Address 5023 SUMMER HILL DRIVE, ZEPHYRHILLS, FL 33542 Just Value $183,613 Assessed (Non-S hool Amendment 1) $183,613 Legal Description (First 200 characters) See Plat for this Subdivision Non-School Taxable Value $183,613 SUMMER HILL SUBDIVISION PB 31 PGS School District Taxable Value $183,613 38-39 LOT 12 Jurisdiction CITY OF ZEPHYRHILLS Land Detail (Card: 1 of 1) Line :Use ;Code Description Zoning Units Type Price Condition Value 1 010OR LP1-1 _ SFR OORl 8,500. 0 SF $1.96 0.70 $ll 662 2 010OR LP1-2 SFR 00111 3,887. 5 SF $0.32 0.70 $871 Additional Land Inform Won Acres Tax Area FEMA Code Res Code Com Cod_e_ Condo Code 0.28 30ZH -- SM L SMHL SMHL View Sketch Building Information - Use 0100-Sinc le Family Residential (Card: 1 of 1) Year Built 2018 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Ceramic Clay Tile Flooring 2 Carpet Fuel Electric Heat Forced Air- Ducted /C Central Baths 2.0 Line Code .Description 'Sq. Feet Value 1 BAS01 LIVING AREA 1,780 $148,969 2 FGR01 FINISHED GARAGE 442 $14,813 3 FSP01 FINISHED SCREENED PORCH 112 $3,264 _._.....4.. FOP01 -"FINISHED OPEN PORCH - 30 $670 Extra Features (Card: 1 of 1) Line Code bescription Year ,Units ,Value 1 RDWSWC DRVWAY/SIDEWALK CONC 2018 1,324 $3,364 Sales History Previous Owner: BUTTERF ELD INVESTMENTS INC Month/Year Book/Page Type DOR Code Condition Amount 01/2019 9852 / 3489 Warranty Deed 01 Improved $235,000 12/2017 9655 / OS53 Warranty Deed 01 Vacant $18,500 04/2017 9529 / 1350 Quit Claim Deed 11 Vacant $12,500 02/2017 9500 / 2205 Warranty Deed 11 Vacant $0 06/2010 8469 / 1669 Warranty Deed 11 Vacant $0 03/1994 3270 / 1798 Warranty Deed Vacant $19,000 CITY OF / / BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR qORRECTION D • NOT REMOVE ADDRESS 11,E=/� DATE PERMIT# fib-�3 :2 -/3 - 2-d 25�1 _17-2��] THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. V S L` It is unlawful for any Carpenter,Contractor,Builder,or other persons,to FTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. INSPI-CTOR �-OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. I � CITY OF / / Ell BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR qORRECTION D • NOT REMOVE ADDRESS r DATE PERMIT# (5y� orkw-el�' '// I- THIS JOB HAS NOT BEEN COMPLETED. The following a ditions r corrections shall be made before the job will be accepted. 6P AA It is unlawful for any Carpenter,Contractor,Builder,or other persons,to A TER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR . E-INS ECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPE TOR BILL MOLTER Aw BUILDER Cert.#RPO 039761 Fla,lds SwImmIroolA.—Sation #CPC1456909 117-7-41 rl 14409-B N.Nebraska Ave.-Tampa,FL 33613 UP • P (813)961-2358-(727)498-8612 (813)971-7-309 Fax RESIDENTIAL&COMMERCIAL www.R!VieraPools.com STANDARD SWIMMING POOL CONTRACT UNlI1`N-FIr0'L&SPd hit-.. This contract made as of the date of written acceptance by Riviera Pools hereinafter termed'Contractor'and the party named below,hereinafter termed"Purchaser". PURCHASER .3 Ph.HOME 913 2V5-110 f- Ai MAILING ADDRESS_4 9JAAAW4y Ph.BUS. 04& ZIP ?2 S'V-7-- Contractor agrees to construct a swimming pool and appurtenances.thereto as hereinafter provided by the plans,specifications and terms of the contract at: Ak INSTALLATION ADDRESS q&YKA ;as, - TERMS Unless specially agreed and set forth herein,Purchaser hereunder agrees to make progress payments based on the total price set forth in the contract,to the Contractor as follows: ttv CONTRACT PRICE$ f, (V%y 10%down payment $ GD 50%draw Includes permits,layout,dig,steel placement,steel inspection,concrete shell placement. 20% draw includes 4et&e, plumbing, plumb inspection (if applicable), waterline the installed, trim installed (if applicable) and deck formed (if applicable). $ 20%draw includes electrical bond,electrical inspection,pour deck o I ver .(if applicable),apply deck texture(if applicable),install screen enclosure(if applicable)and pool is prepped and ready for interior finish. .0 This draw schedule has been explained to me and is completely understood. THIS CONTRACT CONSISTS OF FOUR PAGES PLUS THE FOLLOWING ATTACHMENTS WHICH ARE INCORPORATED BY REFERENCE: 1.DRAWING WITH POOL SPECIFICATIONS 3.SAFETY ACT ADDENDUM 2.PLOT PLAN OR SURVEY. 1 4.COLOR SELECTION SHEET PURCHASER'S RIGHT TO CANCEL, DO NOT SIGN THIS CONTRACT BEFORE YOU READ IT OR IF PERTINENT INFORMATION IS MISSING FROM BLANK SPACES This is a home solicitation sale.If you do not want the goods or services Ic.as contracted for,y.6u may cancel this agreement by mailing notice to the seller'.this notice must Indicate that you do not want the goods or services and must be postmarked by midnight of the thir d business day after you have signed this agreement This contract shall be deemed an offer to the Contractor and shell be null and void unless accepted by a duty authorized officer of the Contractor within fifteen days of the date and year noted above ihe Purchaser's signatures. The salesman has no authority to bind the Contractor.All agreements and understandings are contained in this contract and the Purchaser warrants that there are no agreements or understandings other than are set forth in this document.Acceptance of the terms of this contract by Contractor is to be communicated to the Purchaser by transmitting a copy of this contract to them showing acceptance by the sellers by the execution of a duly authorized officer of the Contractor or by commencing applying for a building permit. If.purchasers are husband an wife,bo must) .If caner is different from purchaser,owner must sign. PURCHASER—OWNER ,Tq �ql a/;- Date DRIVER'S LICENSE PURCHASER—OWNER C�,)� Date DRIVE L SUBMITTED BY, 14R ACCEPTED BY Date Date PURCHASER(S),BY SIGNING ABOVE,ACKNOWLEDGES AND AGREES TOALL THE TERMS AND CONDITIONS ON ALL PAGES OF THIS AGREEMENT EVEN THOUGH SPACE-LIMiTtkTIQNa-REQUIRE-THAT.SOMEARE-P-RINTED-IN-SMALLER-T-Y-PE.-WARRANT-Y-OF-POOL-AND/OR-EQUIPMENT--IS-NULL------ AND VOID UNTIL FINAL PAYMENT HAS BEEN SATISFIED. FLORIDAIIS CONSTRUCTION LIEN LAW ACCORDING TO FLORIDNS CONSTRUCTION LIEN LAW(713,001 TO 713.37 Fla.Stat.),THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE THE RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR ORA SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS,SUS-SUBCONTRACTORS,OR MATERIAL SUPPLIERS OR NEGLECTS TO MAKE OTHER LEGALLY REQUIRED PAYMENTS,THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT,EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR,YOUR CONTRACTOR MAY ALSO HAVE ALIEN ON YOUR PROPERTY, THIS MEANS IF LIEN 18 FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR,MATERIALS OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY FLORIDA'S CONSTRUCTION LIEN LAS IS COMPLEX AND IT IS RECOMMENDED T AT WHENEVER A SPECIFIC PROBLEM ARISES,YOU CONSULT AN ATTORNEY. Init. A/Z? Qc), RESIDENTIAL SWIMMINiG POOL, SPA,AND/OR HOT TUB SAFETY ACT NOTICE OF REQUIREibIlENTS I (We)acknowied a tha address) S. 29 u mwLtee. a:l) T�)v- ri7� C L��t�.S and hereby affirm that one of the following methods will be used to meet the requirements of Florida Statutes(F.S.)515: Please initial the method(s)to be used for your pool. The pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of F.S.515,29. The pool will be equipped with an approved,safety-pool cover that complies with-ASTM F1346.91(Standard Performance Specifications for Safety Covers for Swimming Pools,Spas,and Hot Tubs). All doors and windows providing direct access from the home to the pool and Iodated within the enclosure/fence required by the Pasco County Land Development Code (LDC), Section 530.4(D), will be equipped with an exit alarm that has 6 minimum sound pressure rating of 85 decibels at ten feet. All doors providing direct access from the home to the pool and located within the enclosure/fence required by the Pasco County LDC,Section 530.4(D),will be equipped with self-closing,self-Latching devices with release mechanisms placed no lower than 54 Inches Above the floor or deck. A swimming pool alarm that,when placed in a pool,sounds an alarm upon detection of an accidental or unauthorized entrance into the water. Such pool alarm must meet and be independently certified to ASTM Standard F2208, titled"Standard Safety Specification for Residential Pool Alarms,"which includes surface motion,pressure,sonar,laser,and Infrared alarms.For purposes of this paragraph,the term"swimming pool alarm'does not Include any swimming protection alarm device designed for individual use,such as an alarm attached to a child that sounds when the child exceeds a oerlain distance or becomes submerged in water. i UNDERSTAND AND AGREE THAT NOT HAVING AT LEAST ONE OF THE ABOVE INSTALLED AT THE TiME OF FINAL INSPECTION OR WHEN THE POOL IS COMPLETED FOR CONTRACT PURPOSES WILL CONSTITUTE A VIOLATION OF F.S.515, AND WILL BE CONSIDERED AS COMMITTING A MISDEMEANOR OF THE SECOND DEGREE,PUNISHABLE BY FINES UP TO$500.00 AND/OR UP TO 60 DAYS IN JAIL AS ESTABLISHED IN F.S.775. R4501.17.1.10: Where an aboveground pool structure is used as a barrier or where the barrier is mounted on top of the pool structure and the means of access is a ladder or steps,the ladder or steps shall either be capable of being secure, locked, or removed to prevent access, or the ladder or steps shall be surrounded by a barrier which meets the requirements of R4501.17.1.1 through R4501.17.19 and R4501.17.12 through R4501.17.14. When the ladder or steps are secured,locked,or removed,any opening created shall not allow the passage of a four-inch diameter sphere. i FURTHER UNDERSTAND AND AGREE THAT THE OWNER ANDLOR CONTRACTOR WILL COMPLY WITH THE FOLLOWING REGULATIONS CONCERNING SWIMMING POOL, SPA, AND/OR HOT TUB ENCLOSURES IMMEDIATELY UPON COMPLETION OF THE SWIMMING POOL, SPA, OR HOT TUB, iN COMPLIANCE WITH THE PASCO COUNTY LDC,SECTION 530.4(D): 1. Construct around the swimming pool, spa,or hot tub a MINIMUM FOUR-F00T"NiCG(i FENCE with self-closing, self-latching gates. The fence must not have any gaps, openings, indentations, protrusions, or structural components that could allow a young child to crawl under,squeeze through,or climb over the fence. Gates must open outward,away from the pool area. The releasing mechanism of the latching device must be located on the pool side of the gate and so placed that it cannot be reached by a young child over the top or through any opening or gap. No opening in the fence may be large enough to admit a four-inch sphere. 2. Construct a screen enclosure around the swimming pool, spa,or hot tub with self-closing, self-latching, screen doors. Latches on exterior, screen doors must be a minimum of 54 inches from the exterior access standing surface. All screen enclosures require Building Permits. 3. Provide and utilize an approved,safety,swimming pool,spa,or hot tub cover that complies wish ASTM F1346-91 (Standard Performance Specifications for Safety Covers for Swimming Pools.Spas,and Hot Tubs). Such cover must be capable of being securely fastened over the swimming pool,spa,or hot tub when not in use. I FURTHER UNDERSTAND AND AGREE THAT one of the enclosures described above will be completed prior to final inspection of the pool,spa,or hot tub. �m o B ADDITIONALLY, I FURTHER UNDERSTAND AND AGREE THAT the owner will require his/her pool contractor and his/her screen-enclosure contractor (if applicable) to request and successfully pass a final ins_p_ection jmmediately�.— ----- — ---- A following the completion/installation of th_q-swimming-pool,-spa,-of-hot-tub:Bol - --"-- IF THE SIGNATURE of the contractor acting as agent for the owner appears below,the contractor promises in good faith G)q$ to make the owner aware of the above-described requirements and penalties before commencing construction. L;a (0 la 17�pa-- 0 "r SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF =v ►122#L ,20L OWNER OR CONfTeACTOR SIGNATURE NOT RY PUBLIC PLEASE TYPE OR P NT NAME ABOVE DUKE ENERGY, WR#35018278 December 9,2019 Riviera Pools 813-961-2358 Tammywheeler@rivierapools.com Subject: 5023 Summer Hill Dr Dear Riviera Pools: Thank you for contacting Duke Energy Florida,LLC for a letter of no conflict regarding your pools construction. NO CONFLICT: Duke Energy Florida,LLC has reviewed our existing facilities at the above referenced address and has found no apparent conflict at the proposed pool location. According to the drawing(s)you have provided Duke Energy Florida,LLC has no objection to the proposed construction. Note: Florida law requires excavators to dial Sunshine State One Call of Florida at 811 to locate existing underground utilities prior to digging to avoid personal injury and damage to equipment. Sincerely, Lillian Marcano Project Coordinator Duke L'nei-gy Florida, LLC 2166 Palmett:n St,Clearwater,FL 3376S 1 N.����{1 N. Qi'09•iS" X11. - 85 OG' �. 01'05'14 W. - 85.03' R •..•.. ._. ..._ N n c o • i if►ao 1.1 It Cd, $pi �� a•, • ? s, '�a►h rooR uh 22.S' �F w Y r ii ' F ss aTMY !•;,X In tI1 tis to to to C9 i 50• �f I�V-G�i NN►(rte r r A N W IF�D —- i ______________ F r .►I�tVG C0 iJ�p Rte.• r '. r b iCC� I , I - Ii ~ h� : .i •' '1 �. `ti * is _r...--.r. tQ+�iF fit rw • � r, '� .,,� r - ,h .. . `-c .y�,. .. may` 3? ♦ c ___ --- •. — — _ _ _ ALL WORK NATIONAL ELECftiCi D- =I AIUNQ __ 20W AND THE CI . r - PLAN EXAMINER j = f POOL SPECIFICATIONS SIZE 14'-0 x 2B-0" DOERIOR: .Mamtis D111: 3'105't04' 40 1 TILE: Cera nit TRIM: Atrylk Two deck jets Yes SUNSHH.F: No Fence SPA SPECIFICATIONS 1 / / SIZE: None 3E1 : None �PeKy HEIGHT DOVE POOL: None TRIM: None NOTES: None 28 PLUM RING ® 0 RIDGY: •Yes REtURNS: Foir DEEP FEAT: No © POOL DRAINS. Two SKIMMERS: One O cLEANBIG SYSTEM: Manual CLEANER LINE:Suction Bench SPA DRAINS: NIA WATER FEATURE: TNio Deck Jets voaeyb aa ` ELECTRICAL ns al HandrailJ POOL LIGHTS: I*ielllBrtbe(color) I_'I, SPA LIGHTS: N/A TIMER: Yes Imitated AUTOMATION: IrMoNO fined alum roof NOTES: 'y 2 DECKING Equipment DECK TYPE: Atrvlic LANAI: Am* ELEVATION• None DECK DRAM 2"Dec•O-Drake RAISED BEAM: None RISERS: None Existing Covered Lanai RAILS AND LADDERS: Figure"4"Rai SCRE91 FOOTER: Yes Remgve Edsting Coveting Remove screen wall RETAINING WALL: None STUCCO AND PAINT: None and apply Bond Coat NOTES: T"Yoftw Net Gals • EQUIPMENT The Ingraham Residence IntelpPrn • ,, II ++� FILTRATION: PaslClea RP FILT73t SIZE: 15tJ salt. 22' HEATER: None SANmzER: Into for (salt) Q :� ' AIR BLOWER None GAS wows: None Z NOTES: None 22'10 SCREEN ENCLOSURE WALL HEIGHT: 9' REMOVAL- Yes Scale:1/8"=1 ft GUTTERS AND DOWNSPOUTS: Yes DOORS: T'Wa ROOF STYLE: Mansard-Bronze The of this the Date: 11.!%.19 NOTES: 10'x 42'Ella Insulated Poe Root ��f NAME- Wes and Julie Ingraham ®f+: Ateic Cow ME�IJS mderstandtng ay: Die:Inmcates that they the iMormatlore charm and that each ADDRESS: 5023 Summerhill Drive ey: Die: these kerns have been fully explained to their CHILD SAY: Si h Alarm sat action and will be tnduded as shorn. �, gin: Date: INC. ZIP: 33542 SURVEY WORK: Homeowner POOL TOOLS: Yes ey: Date: Residential&Cclmnlerc al Builders blOM.7 E' i.•_813.245-11$4 Date: EXTRA FILL,IF REQUIRED,PROVIDED BY: Homeowner ,� 14409 N.Il I-114 Taeepa,Plmkb 33613 Purr baser EMAIL.:wesiew.iraeaham�adventhealtt►.onm Sir 078 ojkr HOME UNDEit COAIST.: No 813-961 23M allies 7V45 .corn► Data:__________ NOTES: j s1s-m-730 tax � r1, Wpb no6es: 7 REYtEww BY: Date Dv' ; Perm 17 n.16Adiacent waterways m e features such as pn*gyp.navigable waterways, Permanent natural a pertnansind an-made a he P as a battier vthen approhred by the t K NEBRA ^Ave authority may p m 0"% TA+�A,FLORIDA 39613 RffiA POOLS etc.,adjacentto a pubic a private CPC 1469 W 0=761 Florida Building Code 6th Edition(20 454.2.15 Piping authority having a pub ctdn.When evaas sun such aerial r management allergy standads 454.24 ADDrovals Gas piping shall comply with the Florida Building Code 6th edition(2017),fuel gas. Inspections and review evkknCe such as wrveys,aerial doc umerdadon th veedy,at a minlnum,the falovalW: 454.2.4.1 Compliance into the construction d swimming pools a portions thereof shag be of a type complying and specifications,and arty*ell similar deviagi ms,or ahera ns and is Capable of providing an �oaAw 76 1 Ai materials,Png.valves,u>Auipmant or ente<ah9 a conforming in other recognized standards 454.216 Electrical 14.The barrier feature is not sn echo natural changes, duals+ "O LE°R a non*recognized testing agency Electrical wiring and equipment shag comply with chapter 27 of the Florida building code 6th edition(2017),Building. as that Proms by the code. OISSEW W 6E T with thin code a d a type recommended and approved by equivalent level of protectiorn or restricts access to the swimming pod or spa• wmvw acceptable to the adminisbalve authority• aF tt+E r AuhaoxT6 AmE 454 217 Residential swimming banger comply witreme ti 15.The barrier feature deariy impedes'C h�Eury hhE nvED• 454 26 Private swimming Residential swimming pools shag with sections 454.217.1 through 454.2.17.3.ASTM F 1346. wwrm orFr 's ON I with an approved safety pod cover complying 454.2.6.1 Conformance Standard Design,ciorhstructlon and warkmarnship shal be n cone mhy with the requirements of ANSIIAPSPACC 3,ANSIIAPSPACC 4,ANSIIAPSPACC 6,and cepti454.21710utdoor swimming pools in with sections 454.2.17.1.1 through 454.2.17.1.14 n>o�NsioK coNhwhcrohe sh+AtL ANSUAPSPACC 7. Outdoor swimming pools shag be provided with a barter complying from the swimming CONDMOM 454.26.2 Required Equipment manic al equipment consisting of fitter,pump,piping valves and component parts.454.217.1.1 ce rIE pME-cr.SCOTT R. E sxrnmsU9 stal be equipped complete with aPPrO In the specified turnover time wig be allowed The top of the barter shall be at least 48 inches(1219 mm)above grade measured on the side of the barter which faces away VMMN•PL MUST 6E NoretEooF Every :Pools with a sup dflesh water equivalent to the volume of the pod pool.The maximum vertical clearance between grade and the bottom dbucture above the bather ft be 2 inches (51 mm)measured on the maybe at ground level a of then pool ANvvAauTaws Fri OMEN from the swimming pod.Where the top ot the pool structure and the bottom of theSHOp Afro coNomONs snows av!7"ESE 454.28.3 Water Velocity exceed 10 second(nuts)for pressure piping and 8 feet per second(nuts)for which faces away be at ground level or mounted on top of the pad onap DETA 5 MR REO pool png shag be designed so the water vebciy second( mom)in copper tubing.Main suction outlet must comply with Where the top of the pool structure is above grade the barter mayN BE pin �R Sucifon ping,exOethat water y dal exceed 8 per barrier shag be 4 inches(102 mm) under, ANSUAPSPACC 7. 454.2.17.1.2components that could allow a young child to crawl VAhxa�1N.FF FWt APPaovAL to this requi�nenL Indentations,protrusions,or structural aEFonE F ce+OVATM :Jet Inlet fitlf stiaA not be deemed su ect The barter may not have any gaps,openings. FA&W-AWK 45426.4 Piping To HeaterPLANSAMoEs �FLowoA and the use of heat sinks shall be done in accordance squeeze through, r b iamb over the not allow passage of a 4 nch(102 mm)sphere e end of a removable child barrier shall not be removable without ate PD17) Wth themafi through the heater,any pass pkanbtng nstakd, back siphoning protection, tools.Openings anyAND awes NATioNAr.ar OTwc with the manufacturers recemmendadons 454.2.17.1.3 hEaFss NOTEo onewY mason 45426.5 Piping Instalation Solid barriers which do not have openings shall not contain indentations or protrusions except for normal construction tolerances and tooled rn Ai piping materials shed be insbhled in strict acoadarhce with the manufacturers nslaAation standards. joints. Exceptions:PrIner and glue on exposed aboveground Piping not req�to be colored. 454.217.1.4a of the horizontal members is less than 45 45426.6 Where the barrier is composed of horizontal and vertical members and the distance the fence. pacing between vertical members shall not 3 En nt protection for suchor outlets shy be nstaled n aecOrdarhce with requirements of ANSIIAPSPACC 7. inches(1143 mm),the horizontal members shag be located on the swimming pod ' S exceed 13/4 inches(44 mm)in width.Where there are decorative cutouts within vertical members,spacing within the cutouts shat not exceed 1'/. S 45427 Pumps inches(44 mm)in width. s 454.27.1 Strainer hair and fint strainer when used with a pressure filter. 454.2.17.1.5 s(44 m Pod circulating Pumps steal be equipped on the islet side with an approved type 454 27 2Instalaiorn Where the decorative cutouts within vertical members,spacing Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is 45 inches pumps steal be Ihsiahed in accordarioe with manufacturer's recommendations. mm)or more,spacing between vertical members shag not exceed 4 inches(102 mm). { 454.2.7.3 Capacity within the cutouts shall not exceed 1'/.(44 mm)in width. Pumps shag have design 8 mm)v at the on th s Maxim 7.1.6 n Maximum mesh size for chain link fences shag be a 2'/+(57 mm)square unless the fence is provided with slats fastened at the top or bottom whichv Pressure diatanaceoUS eartl�At least 60 feed(1x288 mm) Vacuum nd.ATD.E.- least (5 mm)vacuum on the swoon side and 40 (1219)term head. reduce the openings to no more than 1'/.inches(44 mm). Rapid 7.4 MaT least45 feet(13716 mm) 454.217.1.7 403 OF THE 2017 Q High rate sm"least 60 teed(1820 Where the barrier is composed of diagonal members,the maximum opening formed of through 454.21ft be not than 1%717 and shall be GENERAL FILTERATION NOTES: p,•• 454.27.4 Materials equipped 7.1.a other pantsshag be of t�slon resistant materials. Access gates,when provided,shall be locatedng and shag comply with the requirements Pump impelers shags.wear rings and side of the gate.Where the device the rindd�sotPlaced�hatthttacnannot be reached(l by 1 ENERGY CONSERVATION NRATION RATE SHALL NOt EXCEED THE equipped with a self latching locking device located on the pooleerO mm)from the bottom of the gate,the device release mechanism may be located t at pro side of 9 must open outward away 2. P O ANSUAP O 454 28 Valves ten or a from the outside.Gates that provide access c the Swimming pool 454 28.1 General3. ANSUAPSP-7 2006 VELOCITIES APPLY TO THERAPY AND FEATURE d1 n the Florida Buldmg Code,Plumbing.Valves located under concrete slabs shag be set to a pit a young child over the top or through any open g 9 P PUMPS ONLY.SEE SHEET 2. ed valves shag be from the pool.The gates and banter shall have no opening greater than'/:loch(12.7 mm)within 18 inches(457 mm)of the release mechanism. VOLUME OF THE POOL 1360 IN Valves shag be made materials that approv having a least Way(Sion of Live pipe diameters with a miriNnum d at least 10 INdhes(254 mm)and fitted with a suitable cover.All 45here a.w 9 located where��b61�gy accessible for maintenance and removaL Where a wall of a dwelling serves as part of the barrier,one d the following shall apply: with an exit alarm complying with UL 2017 that has a 454.28.2 Ful Way(gate)valves minimum sound pressure rating of 85 dB A at 10 feet(3048 mm).The exit alarm shag produce a continuous audible whout thean9 when the door its pOOU SPA GENERAL NOTES: I shall be equippedZ Fu454.2..valves shal be installed to insun proper turhctlon and d tine titration and piping system.When the pump is located below the overflow rim of 1.All doors and windows providing direct access from the home to the pool heard throughout house during normal the pod,a valve steal ba instated on the drsche►9e outlet the suction�' 1. DESIGN PER FLORIDA BUILDING CODE 6TH EDITION(2017),CHAPTER � Q opened.re The alarm shall sound immediately after the door is opened and be capable of being mn Such deactiva and screen are raril deactivate the alarm for a single ope'g. household activities.The alarm shall be quipped with a manual means to tempo Y 454 2&APSp/ANSI-7. 454.28 3 Check Valves Shan d sw�9 SP�9 a vertical check patterns. shall last no more than 15 seconds.The deactivation switch shag be located at least 54 inches(1372 mm)above the threshold of the door.Separate 2 THESE PL ANS ARE COMPLIANT WITH SECTION 403 OF THE 2017 •7 W Where Check valves are installed theyENERGY CODE. W toe 454.28.4 Combination Valves alarms are not required for each door or window'd sensors wired to a central alarm sound when contact is broken at any opening. 3. PER ANSI/APSP-152011,FILTRATION RATES SHALL NOT EXCEED THE Combination valves shag be installed per the manufacturer s in(2017)on Instnwfions. Exceptions: a.Screened or protected windows having a bottom sift height of 48 inc�hes(1219 mm)or more measured from the interior finished floor at the Pod VOLUME CONSERVATION THE 2ol1, CODE.ER)/360 IN GPM. 454 29 Water SuDDy access level. 4. ANSI/APSP-7 2006 VELOCITIES APPLY TO THERAPY AND FEATURE b.Windows facing the pool on floor above the first story. PUMPS ONLY. Water supply to campy with Florida Building Code 6th edition(2017) with a self-closing,self-latching device with positive mechanical G Screened or protected Pass-through kitchen windows 42 inches(1067 mm)or higher with a counter beneath 5• POO(JSpAlF21VEREINISH IS TO BE EXPOSED AGGREGATE,MARCI , 454.212 Tests 2.All doors providing direct access from the home to the pool must be equipped TILE OR MANUFACTURER APPROVED FINISH. 454.2121 Pressure Tests S. SHOT-CRETE OR GUNITE SHALL BE 5,000 PSI MIN TM A8 5 GRADE 60 3.Screened or protected pass through kitchen windows 42 inches(1067 mm)or higher with a counter beneath. 7. REINFORCING SHALL BE#4 REBAR t� AN pool piping shag be d and proved tight to the satisfacton d the administrative authority,under a static water a air pressure test of not less IalehingAocking installed a minimum of 54 inches(1372 mm)above the threshold,which is approved by the authority having jurisdiction. SPLICE UNO. than 35 psi(241 kPa)for 15 minutesWITH 24"LAP pumps need not be tested as required in this section. 454.2.17.1.10 shag be 8. VERIFY ALL ELEVATIONS AND LOCATIONS WITH ARCHITECTURAL 8 DAYS. Clculai in ELEVATIONS. 4542.122Exceptions: •Dreim and waste piping and all'ints shag be tight Where an orb v r ladderpoolstepsteie is use g be capable of here secured,locked or ed on d to prevent pool Sind or the ladder a steps access is a 9 ALL SOIL BENEATH POOL/SPAIRiVER STRUCTURE IS TO HAVE A / All drain and ope pig shall be tested by fang with wafer to the point of overflow !o ladder or steps,454.213.1 Slope piping h created shill not allow the passage of a 4-inchh diameter(102 MINIMUM BEARING CAPACITY OF 2,000 PSF. surrounded by a barrier which meets the requirements of Sections 454.2.17.1.1 through 454.2.17.1.9 and sections 454.2.17.1.12 throu9 10 POOL/SPAIRIVER STRUCTURE SHALL BE BACKFILLED WITH CLEAN 454.2131 Slope to discharge• 454.21 When the ladder or steps are secured,locked or removed,any open rill P9 s9 9Y mm)sphere. SOIL FREE OF ORGANICS IN 8"LIFTS AND COMPACTED TO 98%OF be gutter quires and deckdrains Building installed to provide continuous grade to point of discharge. THE MODIFIED PROCTOR PER ASTM-D 1557. 454.213 2 Joitds and connections 454.2.17.1.11aoF Standard screen enclosures which meet the requirements of Section 454.2.17 may be utilized as part of or all of the°barrier and shall be conside 11 NO FILL WILL INTRUDE INTO THE VELOCITY ZONE. Joints and connections shat be made as required by the Florida Bulidng Code 6th Edition(2017),Plumbing 12. PIPE BENDING MUST BE GREATER THEN 30",MINIMUM BEND TO BE 5 anon-dwelling'wall.Removable child barriers shag have one end of the barrier non removable without the ate of tools. TIMES THE DIAMETER OF THE PIPE'S O.D.EXCESSIVE BURN MARKS 454 214 Water heatng equipment 454.2.17.1.12 and must be separate from any fence,wall,or other enclosure surrounding the yard SCOTT R VAUGHN,P.E. 454.214.1 Labels The barrier must be placed around the perimeter of the pool AND CREASING OF PIPE IS NOT ALLOWED. S mn9 Labek yr Iheating equipnhemt shag cordorm b the design,cansUuction and installation requirements in accordance with accepted 13. GLASS WITHIN 5 FT.OF WATER'S EDGE SHALL BE TEMPERED. FL hxVAUG 631 and shall include a consideration of combustion air,venting and gas unless the fence,wall,or other enclosure or portion thereof is situated on the perimeter of the pod,is being used as part of the barrier,and meets a 14 CONCRETE DECKS SHALL BE 3,000 PSI(8128 DAYS WITH FIBERMESH Ia2w LINE AVE w engineering practices and shag bear the label d a recognized testing agency, barrier requirements r3or xN hit su requirements for water heaters. 454.2.17.1.13 frail eidee rson who may OR 6X6-10/10 W1NF• rw �+�os � from the water's edge to prevent a young child or medially Y Pe 454.214.2 Wad the hflonpart or all of the barrier and wTE m.ol•u 4 a heater is rid equipped a desigrned fa an approved perm manage to penetrate the barrier from immediately falling into the water.walls including screen enclosures,whedenfly away m the waters edgen uall mean sed as n loss than 20 tic es L NOTES: As anent bypess eranti-siphon device shag be installed to provide a positive means of Removable child barriers must be placed sufficiently away reah,k t, n the heater when the pump is not n operagon. (508 mm)from the barrier to the waters edge.Dwelling or non-dwellingEQUIPMENT GENERA DRAWN nY 454214.3 Pit drainage meeting the other barrier requirements,may be as close to the waters edge as permitted by by this code. a D nrr SW is Installed in a pit the pit shall be provided with approved drainage facilities. 454.2.17.1.14 POSITIVE VALVE SHUT OFF FOR SERVICE.. uAsrER BELOW STATIC en the theater art of the barrier it does not contain any door or window that opens to provide direct access from the home to the 1. ALL EQUIPMENT L PER NEC 2014.FOR WATER ELEVATION IS TO HAV GREEN, an'JOB NO' 454.214.4 Connections A wall of a dwelling may serve asp 2. ALL ELECTRICAL All water tea"equipment shal be nstaged with ranges or union connection adjacent to the heater. swimming pool. O F 44 Reldvalve rice and the a pressure relief valve shall be 454.217.1.15 &METAL SHALL BE BONDED PER NEC 2014. "TT 214.5 ha POdmeeting the requirements of section 454.2.17 and the following minimum requirements shall be considered a barter as defined 3. ALL PUMPS,HEATERS,DECK,HANDRAILS,LADDERS,LIGHTS, am ' has a valve between the app When water heatng equipment which is nsiaged n a dosed system Instaled on the discharge side of the water heating equipment For units up to and including 200,000 BtuAhour input the relief valve shall be rated by n meshsafely banner the American Gas Association. EQUIPOTENTIAL BONDING GRID PER FLORIDA BUILDING CODE 5TH EDITION(2014) SCHEMATIC EQUIPMENT/ELECTRICAL CHART &2014 NEC,SEE DETAIL SHEET 4 TAG EQUIPMENT ANSI/APSP-16 2011 RmENEBRA s 14409 N.�BRASKAAVE Approved Main Drain Cover List TAAIPA.RORIDA 33613 CPC 1458909 RP 0039781 A Open Are Flow Rate B FILTER MFR. Model# Size (Sq.In.) Floor Wall SEE LIGHTING SKIMMER C CHLORINATOR 2,3, °nay°' oe+cE sOR &BONDING ENTRY REQUIRED D HEATER(OPTIONAL) 32CDAVx xx 32"Channel 22.6 472 DISSBNNATKMi MAY BE MOE Aquastar VNTFKIUTPR ORWRTMCONSB(T [LADDER jrSWIMOUT W/ SEE NOTES SHEET 4 E Or 'N NJ. A� DETAIL, 2 3 SHEET 4 OF 5 OPTIONAL FIGURE"4"HANDRAIL F E ECTRI L SUB-P NEL R D CO E T HAYWARD WG1154 8"0 7 125 72zMD VA:rrra aMON CHANNEL DRAIN OR G PREs®ENce MD DOUBLE MAIN DRAINS REQ'D, H 100W OR 300W TRANSFORMER 2,3, DB 8 1Ot.CONTRACTORSHALL TAMPER PROOF I A&A MFG AVSC 32"CHANNEL 66.2 227 V13t�YANDBERESPONSIBIEFOR Au orOMONS ANO coNDRtoN9 LED.I00WOR300WPOOLISPALIGHT OFTKPRDJECT.SCOTTR. VAUMK P.E YUST 8E NOTM OF NO LIMITS TO SHAPE EXCEPT FOR DIVING NOTE: A?0OONATIONSFR011D8AEN1iESE SHEMATIC PIPE CHART 6Y 1.Replace cover and screws within 7 years after certified mfr.date. ow,w9,Gs,wNE��A�. TAG PIPE 2.Replace cover and screws within 5 years after certified mfr.date. BE � TTR 3. Replace damaged,broken,cracked,missing,or not securely attached VAUQKPEFORAPPROVAL 1 suction outlet components immediately. FABNCA OPTIONAL FIGURE"4" 2 4.Mfr.sumps are to accompany main drain frame&grates. AEO �ROPoOA HANDRAIL FLOW THRU SPA DECK MOUNTED 3 POOL VACUUM OPTIONAL CODE UNLESS NOTE)OTNERWISE NO SKIMMER OPTIONAL 4 ra'°ATE REVISIONS BY OPTIONAL DECK i -PITCH:1%"IN 10' POOL PLAN 6 POOL RETURN 3 AWAY FROM POOL IL SPA RETURN 8 9 r _ 9 FEATURE RETURN(OPTIONAL) HURLCH r -- _ - -�� P I------------------------------------ : WiRING&CONDUIT SIZES PER NEC 2005 I.- 11 LIGHT CORD,12V 10 Z +I I jj NEG. EDGE BASIN/FEATURE/THERAPY SUCTION Mnx sNEG. EDGE BASIN/FEATURE/THERAPY RETURN SUCTIO4THRU�PER A DRAIN CHANNEL DRAINS OR MIN MAIN DRAINS PER VGBA ACT NON-FILTRATION F.B.C.454.2.6.3&APSP-7-2006 SCH.40 PVC PIPE HUZ (SEE THIS SHEET FOR A LIST MAXIMUM VOLUMETRIC FLOW RATE(GPM) PLA co OF APPROVED MAIN DRAIN) NOMINAL VELOCITY 6FT/S VELOCITY 8FT/S VELOCITY 10FT/S HORIZ.MAIN DRAIN - J PIPE SIZE SUCTION SUCTION PRESSURE O tq MAIN DRAIN BRANC PLUMB.DETAIL d OPTIONAL 1%i' 38 GPM 51 GPM 63 GPM VACUUM ( 7 2" 63 GPM 84 GPM 104 GPM W 2+/" 90 GPM 119 GPM 149 GPM "- I- ' I 3" 138 GPM 184 GPM 230 GPM VACUUM BREAKER (D —__-- LL — _—_-- _ --- ______ AND/ORBACKFLOW ( SKIMMER 4" 238 GPM 317 GPM 396 GPM O PREVENTOR PER Z � AUTHORIZED LOCAL �M W I I JURISDICTION. ■ • • j I SEE NOTES �� DOUBLE DRAINS R �� °POTABLE WATE 1+/:"EQUALIZER LINE C .7 FOR DEPTHS REQUIRED,TAMPER + TO POOL OR NEG. ' Z' 1/: OVERFLOW DRAIN I �� jT PROOF GRATE TO APPROVED WAST EDGE BASIN J , I TOSHAITS-( ( ) J /' ) ) AUTOFILL/OVERFLOW DETAIL NTS I a LIGHTING&BONDING FEATURE — 1%:'AIR&WATER MIN. TO BE SAME AS POOL NH �'THERAPY RETURN_� SPA PLAN AIR LINE POOL PLUMBING EXAMPLE ' D t , ; O �---------------'®'--------------- O ENGB,EERaFREcoRa HORZ HORZ PLANE BRANCH PLANE 6FTJS LJ PER PER K �_�_� ; �_�_� �__ '____ A SCOTT R.VAUGHN,P.E. APSP-15 _ APSP-15 2011,100%" 2011,100% I , © RUCENSEf E31 $_ 122!1 TREEUIIE AVE s9 ACTION MAX FLT SUCTION MAX ROW _ FT.MYERS,RORbA 33913 i PR THRU 6FT THRU EACH DRAN PER DRAIN IiaI E C PH:239�942BD6 APSP-15 2011 APSP-15 2011 O PATE 01A1.16 HORz CIE 11 VALVE LEGEND ca=BALL VALVE VERT.MAIN DRAIN CIECKEDBY smr HORIZ.MAIN DRAIN FP PLUMB.DETAIL LGI=CHECK VALVE SIT.JOBNO. MASTER PLUMB.DETAIL FILTRATIO14oNLY,NTs FILTRATION ONLY,NTS J=3 WAY VALVE O 3 5 2 1 3 4 9 6 7 8 2 OF q PUw�AWFM AQUASTAR DRAIN AQUASTARWt P 4 EL DRAIN AQUASTAR CHANNEL DRAIN �E b0"ACTU M MAN FACTUREO RIVIERA POOLS S%WiiSTA±A1ION 9UMPlIS7ALLATTON SUMPINSTALLATlON 14409 N.NEBRASKAAVE (ONE.1 .ORTI*MP�[TS) °VarnzQRMATmle (SINGLEPORrrPUPN5T]1LLATION) {ttltZff PORT TEEr91r4L1tEAliPasrALUTot41 CPC145 RRPA00.3761 wr�Av1 aaenu A1rSRLEolt"ATOXIOE - FILTRATION ANSIIAPSP-15-2011 �'°"�""°+�� oN•� onr°° °"n SCH.40 PVC PIP t E ze»trt a 32CW4t;AT4aa� attlro9ass tfe +� + rlaw" MAXIMUM VOLUMETRIC FLOW RATE(GPM) THISEIGN IGDRAWINGIS l lU Pm�fns+ Gomel N co11FDa1cE NQ usE oR voOLF71rL�11 • + + • + • NOMINAL 1t' VELOCITY8FT/S PIPE SIZRETURN• '++ • 1'b" 51 GPM2" 84 GPM2'h" 119 GPM3" 184 GPM4" 317 GPM i i • ,, ♦ ♦ • • a° •d elf! ® $• e$• .,$0 •• ti AFTHEPR IONS. COND1)IONS ••a •• 00 ae �• 6• .4 •4 0®8`� ►�4 OY 0 0�, 0 0$e VAUGHN.PE MUST BE NOT OF • O •• •• • •Q + rye 49 m O S •Y ® RI 8�� •f ANYVARIATIa'S FROM DaBSK)NS X00 ••` • 0• ®0 0Q0 mw 1O""E ANDCKS.WNSSHO NBYT a•sewe mrae�TiO•ow MUST BE SUBMITTED TO SCOTT R. FJIL®r /CaJlarE ne+ttar¢nant 7ffTr�P0R177OaE71� VALOK EFORAPPROVAL �/ rt¢a;r,:vr J aesYEw7EJCWrE pt� i-ta r.22-t5-,ratalAIMAM BEFORE PROCEED9IG WIT}1 sate ForaddltlonalInformationonproperdrainInstallationrefertoTheAsso1atlonofPod& PLAµS IGN®pgTFLORIDA 2 B PNNTEPWP 9YSTBt aula 1r1r4 sDwrTB Spa ProfesslalaI ANSlMPSP-7 Standard and the U.S.Consumer Product Safety Commisslon BUILDINGCODE GTH E)mON Roll) Guidelines for Entrapment Hamrd. AND 2014 NATIONAL ELECTRI CODE E UNLESS NOT®OTFERWISE ANSI/APSP-15a 2013 POOL VOLUMES 13,000 GALLONS AND LESS AQUASTARCHAINELDRAN PUMP FILTER C,POOL FLOW,( H(FT) MAX, FLOW,IH(FT) RUN VOL FILTER FILTER FILT. 2 fig.4 MFG. MODEL HP RPM VOL GPM) FILTER (GPM) (GPM) IFUGH TIME (GAL) MFG MODEL SQFT MD RTN 3 COEF FILTER FILTER HIGH SPEED HR s INSTALLATION SUMP INSTALLATION (BOOSTER&t CIRCULATING PUMP INSTALLATION) STA-RITE MAX-E-PRO P6RA6YF-206L 1.5 1500 0.0167 27 12.2 36.0 74 52 8.0 12960 STA-RITE PXCRP200 200 2.5" 2" STA-RITE INTELLIPRO P6E6VS4H-209 3 1500 0.0167 32.239 17.4 36.0 112 70 6.7 12980 STA-RITE PLM300 300 3" 2.5" AVSTYLEOR;FLP GRATE v7 ( CDAv) ° POOL VOLUMES GREATER THAN 13,000 GALLONS AND LESS THAN OR EQUAL TO 17,000 GALLONS L 91TERIOR. }jYDROSTATICVAL.'E /MUD-RING STA-RITE MAX-E-PRO P6RA6YF-206L 1.5 1500 0.0167 28.333 13.4 47.2 74 52 10.0 17000 STA RITE PLM200 200 2.5" 2" .� POpLFiM , STA-RITE INTELLIPRO P6E6VS4H-209 3 1500 0.0167 32.567 17.7 47.2 112 70 8.7 17000 STA-RITE PLM300 300 3" 2.5" ca o: o u. e• e ° o° m..a. eO - ..O 4.ee e.,.a e °°o•o o POOL VOLUMES GREATER THAN 17,000 GALLONS C- ° •a O.°° • �•' o°o °° °'o$ o °a a ° 4.o• ° e: - ' STA-RITE MAX-E-PRO P6RA6YF-206L 1.5 1500 0.0082 34.188 9.6 66.7 74 52 11.7 24000 STA-RITE LM200 200 2.5" 2" o °- ° ° 4. _-°. o. o ° ° ,e ° o STA-RITE INTELLIPRO P6E6VS4H-209 3 2350 0.0082 66.667 36.4 66.7 112 70 6.0 24000 STA-RITE PLM300 300 3 2.5 J O •• ° o o. 4 0 • e.- 0 a °•° ° ° e e• �' °� ° o e" a°O a °o SSfS 1.STA-RITE SYSTEM 3 S7MD60 D.E.FILTER CAN BE USED AS A SUBSTITUTION FOR PXCR200(CART.FILTER)WITH MAX FLOWRATE OF 74 GPM d °o• U°s° O q u G 0 44° " °4°� ° ° ° •`°° 2.STA-RITE SYSTEM 3 S7MD72 D.E.FILTER CAN BE USED AS A SUBSTITUTION FOR PLM 300(CART.FILTER)WITH MAX FLOWRATE OF144 GPM J ° >•° ° a u o a. e. o °•uQ °o �LL[ 3.ALL VARIABLE SPEED PUMPS SHALL HAVE A 2"BYPASSES BETWEEN THE PUMP AND FILTER FOR ALL CART.FILTERS Z Q irnn ® ® ® ® B 4 ® .L]:LCTC 4.C=0.0167 FOR POOLS LESS THAN OR EQUAL TO 17,000 GAL O ~ • ® O ••_ 8 o � ® ® 4.C=0.0082 FOR POOLS GREATER THAN 17,000 GAL - W EART OTCRETE/GUNITE 5.H=CxF^2,FILTRATION ONLY I-- GR H=TOTAL SYSTEM HEAD,FEET OF WATER W I..L CIRCULATING PUMP BOOS7ERPUMP C=COEFFICIENT FOR POOL VOLUME 3.ORGFIEAiMPIPE 3.OR_GREATERPIPE F=FLOW,GPM AQUASTARCHANNaDRAM 6.FILTER FACTORS fig.5 CARTRIDGE _ = 0.375 GPM/SQFT SAND = = 15 GPM/SQFT MANUFAETL1REa SUMPINSTALLATION VALVE 7.VARIABLE SPEED PUMP CONTROLLERS SHALL HAVE THE DEFAULT SPEED SETTING NO MORE THAN 1/2 THE MOTOR'S MAX (WAL PUMP WITHWITHHYbRQSTATI(,"VA INSTALLATION ROTATION RATE(IE 3450 RPM MAX,THEN DEFAULT SPEED SHALL BE LESS THAN OR EQUAL TO 1725 RPM) AV STYLE DR FLAT GATE 8.A TIME SWITCH OR CONTROLLER SHALL BE INSTALLED ON ALL FILTRATION PUMPS TO MAINTAIN MIN.WATER CONDITIONS OAK I PnUNALFITOROS'TAT1C W5LVE 9.HIGH SPEED OVERRIDE SHALL NOT EXCEED 24 HOUR TIME PERIOD WITHOUT RESETTING TO DEFAULT wra?Ic 10.FILTER PUMPS SHALL HAVE A STRAIGHT PIPE LENGTH OF 4 PIPE DIAMTERS BEFORE THE PUMP POOCFINI RAME�hH16-RING. 11.AT LEAST 18"OF HORZ OR VERT PIPE SHALL BE INSTALLED BETWEEN THE FILTER AND HEATER FOR FUTURE SOLAR o "qqo- • •- ' 12.ALL MAIN DRAIN(MD)AND RETURN(RTN)PIPING SHALL BE SCH-40 PVC 13.VS=VARIABLE SPEED � ° • d. q, ° °o o" ° "; ° ° otuii J5- 14.SS=SINGLE SPEEDENQINEEROF RECORD a 0 ° o • ° o 0 4 e ° 15.ALL FILTRATION PUMPS WITH A TOTAL HORSE POWER OF 1.0 OR GREATER SHALL BE MULTI SPEED o iiri e ;.e°eo y Q• o.$ s :LC e°° e_a: °e a o TOTAL HORSE POWER=RATED HORSE POWER x SERVICE FACTOR d ° o° " o s ?a°° • °Q° °• J?T1J 16.MAX(GPM)FILTER RATE SHALL BE THE VOLUME(GAL)/360 SCOTT R.VAUGHN,P.E. ° ° ° 9° • ° " ' ° . 17.POOLS SHALL HAVE DIRECTIONAL INLETS TO ADJUST CIRCULATION ° e o o o e a- , 0 4` O o t. FL..LK:ENSE#50531 ° O e o - 1_ILl-I-I FL 71i l7 ! ®0 8 0• $ ® Ia[ti MAXIMUM SUCTION!RETURN PIPE AND FITTINGS FOR FLOWS AND HEADS LISTED ABOVE FT.'YE S t3 • A ® • • •� O ler SUCTION RETURN PIPE LENGTH 40 FT TRUNK PIPE LENGTH 20 FT BRANCH PIPE LENGTH 20 FT DATE 01.01.18 CRETE/GUNITE 90 ELBOW 8 TRUNK 90 ELBOW 8 BRANCH 90 ELBOW 6 FT PUMPAS SW M #1 BRANCH TEE 2 TRUNK TEE 2 BRANCH TEE 2 CDRAWN BY i-1l3'.7.,T1R'; 2' FLOW THRU TEE 2 FLOW THRU TEE 2 FLOW THRU TEE 2 INT.JOSN Sw sav 3'OR GREATER PIPE 1-12Q•,x•,2-tlY, INT.JOB No MASTER 3 OR GREATER PIPE BALL VALVE 1 BALL VALVE 1 CHLORINATOR 1 INLINE 3 OF 4 1 SCREEN ENCLOSURE Y4"W xYz"D TOOLED JOINT THIN SET SCREEN ENCLOSURE AROUND ) PAVERS PAVERS RMERAPOOLS 12'MAX.HEIGHT PERIMETER (12'MAX.HEIGHT CONCRETE APPLIED PERIMETER OF BRICK PAVER BRICK SAND IN JOINT 16' 1M09N.N ASKAAVE 1%MIN. COPING TO FOOTER 1%MIN./4%MAX. SAND IN JOINT 1/16" AGAINST PAVERS&SAND 1%MIN. TAWA,FL0RWA 33513 FINISHED DECK SLOPE AWAY DECK SLOPE AWAY DECK SLOPE AWAYCPC 14RP002076l GRADE 6• FINISHED GRADE 6 FINISHED GRADE-7 6- �--- -!'-•--, TFMS EIM EBOW DRAWING IS GN9)DICONFOSICE NO USE OR \/\ MADE INAL PWRwDISSEASNATION wn mCONSEnr REBAR \\ WATERLINE (2)#5 REBAR /� OF THE 84DINBERAJiMGHTSMTE TILE CONT.W/ p CONT.W/ ,\\ 1 \ COMPACTED FILL, \\ WRME►I NSON 24"SPLICE % GROUND CLAMP 24"SPLICE 1 'COMPACTED SAND ;/ 1 "COMPACTED SAND / ,, HAVE \\ I 3' BED IN ACCORDANCE \/ 12' MIN.OUT FROM EDGE BED IN ACCORDANCE .\\ #8 CU GROUN COVER W/MANUFACTURER'S \ OF PAVER DECK W/MANUFACTURER'S %\ vEf 1,AND ERE�IOR SHALL SPOIISIBLE D\ FOR WIRE TO PUMP s EXPOSED AGGREGATE INSTALLATION SPEC. �/ NOTES: INSTALLATION SPEC. OF TNEAu SWTTRmor� 4OR MARCITE FINISH NOTE:ALL JOINTS SHALL BE \\ \\ VAUGH,P.E MUST BENOTFIND OF CONTRACTED LESS THAN 1.ALL JOINTS SHALL BE CONSTRUCTED /\\ myv F O1MENSm #3 REBAR 12" \ LESS THAN 1/16"WIDE. NOTES: 1/16"WIDE ;// j DRAWING wI +ERE • O.C.EA WAY,\ \ • \ \ 2.THIS TYPE OF DECK PERIMETER TO \\ \ SHOP DTAM.S AND DRAWINGS \/\ Rio POOL PLUMBING MAY BE ENCASED IN \ \\ \ \/\ MUST BE SUWETT®TO SCOTTR WALLS WITH A MINIMUM OF 1 1/2"OF /.�/j// / \ BE USED ONLY IF NO ADDITIONALvAUGM,P.EFORAPROVAL WILL BE APPLIED TO DECK \/\ CONCRETE COVER AROUND PERIMETER , LOADS FATIo1r. OF SCH 40 PVC PIPE (IE.SCREEN,FENCE,WALL,ETC.) 0 EFLOI AND 2014 NATK)NAL ELECTMC ®TYP. CONCRETE DECK/BEAM/ FLOOR DETAIL B TYP. EDGE LOAD BEARING INTERLOCKING PAVER DECK/ ©TYP. EDGE NON-LOAD BEARING INTERLOCKING PAVER CODE,UNLESS MOTOOTHERWISE " SCALE 3/8"=1'-0" FOOTER DETAIL RESTRAINT/ PAVER DECK DETAIL "°•DATE FR"W"S �" l SCALE 3/8"= 1 DECK NOTES: '-0" SCALE 3/8"=1'-0" 3 1. Soil beneath deck shall be compacted to 5'IS MINIMUM DISTANCE FROM s 95%of the modified proctor per ASTM-D 1557. NOTE: WATER'S EDGE TO TRANSFORMER, M 2. Decks shall be 4"thick 3000psi concrete PLACE(1)#8 SOLID COPPER GROUND WIRE WITHIN 6" TO BE PROVIDED AND INSTALLED OPTIONAL FIGURE 4,2 @ 28 days with fibermesh or x6-10/10 WWF. OF THE POOL BEAM AROUND THE PERIMETER OF OR 3 BEND BY GENERAL CONTRACTOR ; 3. Control joints shall be 1"deep x 1/4"wide POOL BELOW DECK AND GROUNDED TO THE POOL /--------_ �. HANDRAIL PER NSPI 5 every 10 feet around perimeter of deck. STEEL IN(4)EQUALLY SPACED LOCATIONS. MINIMUM DISTANCE FROM ARTICLE 6.4.1-6.4.4 WATER'S EDGE TO JUNCTION II 10' 10' 10" 5 MIN. BOX,TO BE PROVIDED BY POOL I I MIN MIN MIN A 4'MIN. CONTRACTOR AND INSTALLED BY --= TRANSFORMER CO JUNCTION BOX GENERAL CONTRACTOR \/\ — ——— a /6° o �/\° ' /\\/\/\/ 3/4"CONDUIT&WIRE FROM CA HANDRAIL'/\\ /\ a w o \// //\ \ \ I TRANSFORMER TO PANEL, /\ ANCHORS w / / / BYGENERAL CONTRACTOR, \ \ \ \ \ 6 Cl) : SET IN ° w /\\ \ \ \ \ \ \ LED,100W OR 300W/12V O CONCRETE % a I o �/ / , /\\\ UNDERWATER LIGHT / CO Z //��//\/// °�/ 3/4"CONDUIT FROM /\/\/\/\/\/ //\ #8 GROUND / 1 m \\ JUNCTION BOX TO \\ LOWEST \/ / WIRE& cn TRANSFORMER,BY \\ H CLAMP %/ STUCTURE,CL \\ j l° °° , ¢ °°* TO POOL / GENERAL CONTRACTOR 680-21 NEC(a)Junction Boxes and W % /\%\\\ 1"CONDUIT GREEN COATED COPPER BOND / _ _ Enclosures for Transformers or Ground- Q 0 / �_° ° \��\\��\\"�\\\\/\\\/\\\/\\\/\\ WIRE, BONDED TO INTERNAL LUG ON LIGHT NICHE, j/ ° Fault Circuit Interrupters.: W LOWEST POINT OF COATED WITH 3M COMPOUND CONTINUOUS FROM 5. Located not less than 4 in.(102 mm), MA)( POOL SHELL,CLOSEST NICHE TO JUNCTION BOX. measured from the inside of the bottom of POOL STEP DETAIL TO STRUCTURE LIGHT NITCH the box,above the ground level,or A:THE POOL'S CLOSEST POINT TO THE STRUCTURE pool deck,or not less than 8 in.(203 mm) SCALE 3/8"=1'-0" B:ANGLE OF REPOSE(NOT TO EXCEED 45°) #8 COPPER BOND WIRE, BONDED TO EXTERNAL LUG ON LIGHT NICHE,CONTINUOUS FROM NICHE above the maximum pool water level, ANGLE OF REPOSE whichever provides the greater elevation. TO POOL/SPA EQUIPMENT SCALE 3/8"=1'-0" POOL LIGHT & EQUIPOTENTIAL BONDING GRID DETAIL HANDHOLDS SHALL BE PROVIDED AROUND POOL - SCALE 3/8"=1'-0" IJ EDGE IN ANY AREA WHERE THE WATER DEPTH DETAIL A, B, 4 FEET.HANDHOLD SHALL BE ��\�/�\�/\\ OR C FOR \/ ��/\\ ACCESSIBLE WITHIN 4 FEET NOT TO EXCEED 8 1 ROPE AND FLOATS APPLICABLE /i VARIES - EXCEEDS FEET AT ANY 2 POINTS ALONG THE INSIDE OF THE S. 1 PER NSPI 5 ARTICLE 15.2 DECK/ STEGMIER #3 REBAR @ 12" �\ o POOL PERIMETER WHERE THE WATER DEPTH 1 FOOTER DETAIL A, B, F006 DEEP N EXCEEDS 4 FEET.HANDHOLDS MAY INCLUDE BUT �?,,a I 1 ° on? 0' REGULAR FORM O.C.EA.WAY #3 @ 12"O.C.. ENGINEER OF RECORD: 1 DETAIL OR C FOR v� c" \ EA WAY SUN SHELF NOT LIMITED TO ANY ONE OR COMBINATION OF APPLICABLE MFG EQUAL #3 REBAR UT&BENCH THE FOLLOWING ITEMS LISTED:DECK,COPING j" 1 r- DECK/FOOTER \\ 3'NOT REQUIRED) AND LEDGES LOCATED NOT MORE THAN 12 I 6 M j ° d SCOTT R.VAUGHN,P.E. 6"NOMINAL DETAI INCHES ABOVE THE WATERLINE ROCKS, �6 1 \\ WATERLINE TILE \ COVER n.LICENSEa521.,31 EWI MASONRY JOINTS AND TOOLED JOINTS THAT 7 ' 3"EXPOSED r.MI22441MYERS, LOr 3 \ 8 ` ° \/\\ FT.MYER,ELINEA133913 ALLOW A HANDHOLD WITHIN 12 INCHES OF \\// �'° --a. �1 AGGREGATE 3"MIN. 6"NOMINAL //\\ \ PR '•M WATERLINE.LADDER,STAIRS AND UNDERWATER //� j// / 3 OR MARCITE COVER WATERLINE TILE '�\/��/��/��/� DATE 01.01.18 SEATS OR LEDGES.SECURED ROPE OR RAIL \\�\\,�\\,�\,\ ,� 1 3" 6'MIN. FINISH $ EXPOSED ANSI-5 6.7 UNDERWATER SEATS,BENCHES,SWIMOUTS SCE as__ PLACED WITHIN 12 INCHES ABOVE THE ` PRE-CAST COPING DETAIL AGGREGATE THE DESIGN AND CONSTRUCTION OF DRAWN BY SRv WATERLINE.ANY FINISH OR DESIGN THAT WILL SLOPE CHANGE \r\ CHECKEDBY sRv SCALE 3/8"=1'-0" OR MARCITE UNDERWATER SEATS BENCHES AND SWIMOUTS AFFORD A SINGLE HANDHOLD WITHIN 12 INCHES \ FINISHSHALL CONFORM TO 6.7.1 THROUGH 6.7.3. NT. JOB NO. I OF THE WATERLINE.PER ANSI 15.1 THROUGH POOL SECTION CANTILEVER COPING DETAIL TYP. BENCH, SWMMOUT SUN SHELF DETAIL 4 OF 4 15.1.1.5. SCALE 3/8"=1'-0" SCALE 3/8"=1'-0" SCALE 3/8"=1'-0" SCREEN ENCLOSURE OPTION 12'Wx12"Lx8"D FOOTER BY OTHERS W/(2)#4 DRILLED&EPDXY PINNED RMERAPOOLS 6 X 6 WATERLINE W/4"MIN.PEN.&(2)#4(2)#4 TRANS. 1M09N.NEBRAWAVE TILE TO SUPPORT SCREEN ENCLOSURE ruFaaoRUA X13 nLE NOT IovuN MUD SET COLUMNS OR 12"Wx8"D CONT.FOOTER W/2#5 EACH COLUMN cPc,4s�o9RPoo�T6� E DISTANCE NOT TO ENCROACH GOVERNINGNGS PAVER GIVDIIINTIIS CONFIDNCE.NOU USE "' FORc BRICK PAVER ,9NATIONDEYE.N AD EDR D DEVELOPMENT CODE SETBACK OR EASEMENT a #3 BAR @ 6" BRICK PAVER MUD SET 8„ wnHOOTPRKN2WRITTENCONSENT O.C.EACH WAY (1)#4 HORZ.CONT. 8 '� PAVER RIGHTS ARE COMPACTED FILL ,- [I SEAWALL, EQUALIZER = Zo ALL CELLS TO BE FILLED WRI TEN D9 NSIONSON IF APPLICABLEVE SP1019 W/GRATE w w W/3000 PSI @ 28 DAYS .4 ' — °° FOR EDRAWRIGS SHALL"" �: TO AUTOFILU cw� DB 'cONTRACTORsw+uSTUCCO AND PAINT BY "OVERFLOW < o GENERAL CONTRACTOR (TYP) "SAND 11/2 SANDT Dua OF ThE rAoo�CONDITIONSS 8" '- 1 s VAWftPOTIIEDOF COMPACTEDOOL FINISH <0 8"CMU WALL (TYP) TED C7 ° AMCONDITIONS Ro►,D,►ynf—'s OPTIONAL SHOT-CRETE w 'FILL w AlACOlDR10NSSfK)YYlIBYTHEBE #3 BAR @12'O.C. OR GUNITE 1, 3"CPP PERF. cV I cV BES ANDSCOTTR CH WAY DISTANCE NOT TO ENCROACH W/SOCK u� a GOVERNING LAND DEVELOPMENT 2"SCH-40 PVC @10'O.C. c W/FDOT ° vAucrm P�FORAPPRo\rN TOP REINF. FABRICATION. EEDINGWRH CODE SETBACK OR EASEMENT ° #57&FILTER PLANS ARE DESIGNED PER FLORIDA 4H : 1 MAX FABRIC a ° ONG. a°'n #3 BAR @ 12'O.C. /\ ° AND 3314 NATiONAL ELECTRIC SLOPE 50 - ONG. 00 g CODE,uNLEss HOTS)on,ERvE EACH WAY // w = �w TRANS. I- a TRANS. ° p~ RADE No.D�TE REVISIONS BY NEGATIVE EDGE BASIN GRADE O o r- — O p -� 2 SUCTION WATER ELEV. y 3., ih BOTTOM 3" �'' TYPICAL NEGATIVE EDGE DETAIL FOOTER WIDTH REINF. SCALE 3/8'=1'-0" ' IFOOTER WIDTH O SEAWALL N' ' RETAINING WALL"A" RETAINING WALL"B" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" FLOOR ELEV. BOTTOM OF SEAWALL d CONCRETE DECK W/6 x 6-10/10 WWF 0 RETAINING WALL"A"DIMENSIONAL&REINFORCING SCHEDULE 0 OR FIBERMESH W/1"DEEP EXPANSION 8"THICK WALL JOINT CUT 8"IN FROM OUTSIDE OF _j RETAINING WALL PARALLEL WALL FOOTER FOOTER FOOTER TRANS. VERT.WALL HORZ.WALL WITHIN 24 HRS OF PLACEMENT HEIGHT WIDTH THICK LONG. REINFORCING REINFORCING Lii 1= 2-4" 1-4' 8" (2)#5 N/A #4 @ 48"O.C. 1)#4@ TOP ,, w 3'-2" 2-0" 8" (2)#5 #4 @ 32"O.C. #4 @ 32'O.C. #4 @24"O.C. a 3-10" 2-4" 10" (2)#5 #4 @ Q 24"O.C. #4 @ 24"O.C. #4 24'O.C. Cl) 4'-6" 2-10" 10" (3)#5 #4 @ 24"O.C. #4@16"0.C. #4@24"0.C. W W 3-6" 10" (4)#5 #4 @ 24'O.C. #4@12"0.C. #4@12"O.C. 1 V COMPACTED RETAINING WALL"B"DIMENSIONAL&REINFORCING SCHEDULE FILL OPTIONAL DECK DETAIL FOR WALL WALL THICK FOOTER FOOTER FOOTER LONG. FOOTER TRANS. VERT.WALL HORZ.WALL WALL STRUCTURAL NOTES: RETAINING WALL "A" & "B" HEIGHT WIDTH THICK REINFORCING REINFORCING 1. Design per Florida Building Code 6th Edition(2017)Chapter 16, 18,Sections SCALE:3/8"=1'-0" 2 4' 6" 1'-4" 8' (2)#5 #4@12"0.C. #3 @ 8'O.C. #3@t0'O.C. 1610, 1804, 1806. 3'-2" 6' 2-0" 8" (3)#5 #4 @ 12'o.C. #3 8"o.c. #3 @ 1a O.c. 2. Masonry shall be ASTM C-90 block with ladder type horizontal joint 3'-10' 6" 2-8" 10" (4)#4 T&B #4 @18"O.C.T&B I#4 @12"O.C. #4 @12"0.C. reinforcing at 16"O.C. 4'-6" 8" 3'-4' 10" (4)#4 T&B #4 @ 18'O.C.T&B f#4©120.c.12.'O.c. #4@12"0.C. 3. Deck and Footer concrete shall be 3,000 psi @ 28 days min. 5-2' 8" 3'-8" 10" (3)#5 T&B #4 @ 18"O.C.T&B #4 @12"O.C. #4 @12"O.C. / 1 v V 4. Use type"M"or"'S"mortar. 3000 PSI CONC. 5. Wall concrete,shot-crete,&gunite shall be 3,000 psi min. @ 28 DAYS 1.T&B=TOP&BOTTOM OF FOOTER 6. Reinforcing shall be ASTM A615 Grade 60. ENGINEER DF RECORD 7. Verify all elevations and locations with architectural elevations. / s• COMPACTED 8. All cells are to be filled with 3,000 psi concrete @ 28 days. FILL ' GRADE SCOTT R.VAUGHN,P.E. 9. Concrete decks are to have 1"deep control joints perpendicular to pool cut or tooled into deck @ 10'O.C.within 24 hours of placement. / FL.LICENSE:9631 10.All soil beneath footer is to have a minimum bearing capacity of 2,000 PSF. ,2244 TREELIKE AVE f9 11.Retaining wall shall be backfilted with clean soil free of organics in 8"lifts and �� / Fr.WfERS.FLORIDA 33913 RE 239.494.2906 compacted to 95%of the modified proctor per ASTM-D 1557. 12.Retaining walls are designed with unified soil classification SW,SP,SM,SC,GM, � ��T DATE o,.0,.,9 '�/•'. SCALE ASSHDWN and GC;other soils will require additional engineering. (2)#5 GR.40 13.Retaining wall"B"has the same drainage,grade,angle of repose,and stucco DRAM BY I SRV SRV details as retaining wall"A" CHECKED BY. iNr. .aB No. ,easrER 14.Retaining walls are design to support screen enclosures to 12'max.side wall height. O� 15.Drainage is not required for retaining walls with 2'-4"wall height or less. i