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HomeMy WebLinkAbout16-17619 I CITY OF ZEPHYRHILLS � 5335-8TH STREET ; • I � �sis)�so-oo20 17619 ; RESIDENTIAL SWIMMING POOL � � PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17619 Address: 5737 13TH ST Permit Type: SWIMMING POOL RES. ZEPHYRHILLS, FL. Class�of Work: POOL/NEW Township: Range: Book: Propo�ed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcei Number: 11-26-21-0010-07100-0060 Improv. Cost: 25,259.00 OWNER INFORMATION • Date Issued: 8/01/2016 Name: BOICE RAYMOND & KATE Togal Fees: 367.50 Address: 5737 13TH ST Amo�unt Paid: 367.50 � ZEPHYRHILLS FL 33542-4144 Date Paid: 8/01/2016 Phone: 813-702-4462 Work Desc: SWIMMING POOL 288 SQ FT i CONTRACTOR S APPLICATION FEES CHALLENGER POOLS BUILDING FEE 247.50 HAWKINS SERVICE COMPANY PLUMBING FEE 60.00 CHALLENGER POOLS ELEC ICAL FEE 60.00 � � � / `J� \ Ins ections Re uired POOL STEEL , POOL DECK & FOOTER POOL ELECTRIC BOND POOL PLUMBING/PRESSURE FINAL � REINSPECTION FEES: (c)With respect to Reinspection fees will 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 Ifirst reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly 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 agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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� Ibefore recording your notice of commencement." � � CONTRACTOR PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED i PROTECT CARD FROM WEATHER � � � � � i 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department : �� ��l� t Date Received /� �(f , C � � Phone Contact for Permitting �/3 � —Q i Owner's Namej 4 112C�n �`�+L� Owner Phone Number �l3 '����Y 6-2 I Owner's Address 7 J�7 3 �h Owner Phone Number i Fee Simple Tit eholder Name Owner Phone Number � � Fee Simple Tit�eholder Address � JOB AD�RESS � 7 3 �� �( LOT� (c ! r I SUBDIVISION �� PARCEL ID# l a a "�UIQ— OC� --C7 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPiSED e NEW CONSTR e ADD/ALT 0 SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER II TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION�OF WORK (r�t,�J � „ !�� BUILDING SIZE SQ FOOTAGE� HEIGHT �BUILpING $ � ►� � VALUATION OF TOTAL CONSTRUCTION . �ELE �TRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. QPLU BING $ / ; v ! � �/ �gL� OMEC ANICAL $ VALUATION OF MECHANICAL INSTALLATION�,���� Q /�.� OGAS Q ROOFING Q SPECIALTY 0 OTHER / '�% 1��. � � I � � FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO ,i1�(� � f BUILDER ��� �COMPANY Che.l( c � � SIGNATURE REGISTERED N FEE CURRE� Y/N � i Address c G �� �/Y License# �'�C D (fl � � .�(',l� ELECTRICIAN l COMPANY � `� �ei �I� SIGNATURE �`��/ REGISTERED N FEE CURRE� Y/N � Address o� (�,s',30 .'✓�i�ev �G 3.3� License# C do PLUMBER ,.1 COMPANY G �� C�j( SIGNATURE V � REGISTERED Y N FEE CURRE� Y/N Address (e �, ! License# ��G�'j � 33�`'� MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N � Address License# OTHER COMPANY SIGNATURE �� REGISTERED Y/ N FEE CURRE� Y/N Address i License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects � CO�ANIERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working_days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.8ite Wo�k Permit for all new projects.All commercial requirements must meet compliance SIGM PERMIT Attach(2)sets of Engineered Plans. ",•PROPERTY SURVEY required for all NEW construction. i Directions: I Fill out application completely. Owner&C�ontractor sign back of application,notarized If over$2�I00,a Notice of Commencement is required. (AIC upgrades over$7500) " Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same , OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PlodSurvey/Footage) Driveway I-Not over Counter if on public roadways..needs ROW I I � � , 1 NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictians" which may be mare restrictive#han Gounty regulafiions. The undersignecf assumes responsibility for compliance with any applicable deed restrictions. . � UNLICENSEQ CONTRAGTORS ANQ CONTRAGTOR RESPONSIBlLITIES: If ihe owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance wifh state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a rnisdemeanor violativn under state law. If the awner pr Pntended canfractar are uncertain as to what licensing requirements may apply for the intended wark, they'are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermare, if the owner has hired a contractor or cantractors, he is advised to have the contractor{s} sign portions of the "cantractar Block" of this applicatian for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is nat properly licensed and is not entitled to permitting priviieges in Pasca i Caun#y. _ �, TRANSPOR7ATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transpo�Eation Impact Fees and Recourse Recovery Fees may apply#a the construction af new buildings, change af use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, wi!! be identified at the time of � permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid priar to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final porrver release, tFre fees must be paid prior to permit issuance. FurEhermare, if Pasco County VtlaterlSewer Impact fees are due, they must be paid prior to permit issuance in accardance with applicable Pasco County ordinances. GQNSTRUCTIQN �EEN �AW(Chap#er 715, F[orida Statutes, as amended): If valuation af work Es$2,500.00 ar more, 1 ' certify that I, the applicant, have been provided with a capy of the "Florida Constructian Lien Law—Homeowner's Rrotection Guide" prepared by the Florida Departrnent of Agriculture and Consumer Affairs. If the applicant is someone ather than the°owne�', i certify that I have abtained a copy of the abave described document and promise in good fai#h to � deliver it to the"owner" prior to commencement. � CONTRACTOR'S14V1tNER'S AFFIDAVIT: t ce�tify that all #he information in this applicatian is accurate and that all work will be done in compliance wi#h all applicable laws regulating construction, zoning and land development. Application is � hereby made to obtain a permit to do work and ins#allatian as indicatecl. 1 certify that na wark ar installation has ' commenced prior to issuance of a permit and that all work will be per�ormed to meet standards of af1 laws regulating construction, County and City codes, zoning regulatians, and land development regulations in the jurisdiction. I also ( cert�'y that ! understand that the regulations af ather gavernment agencies may apply ta the intended work, and that it is my responsibility ta identify what actians I must take to be in compliance. �uch agencies include but are not limited to: - Department of Env9rohmental Protectian-Cypress Bayheads, Vtfetland Areas and Environmentally Sensitive Lands,WateNWastewater Treatment. � - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering � Watercourses. - Army Corps of Engineers-Seawalls, Dacks, Navigable Waterways. - Departmerit of Health & Rehabilitative ServiceslEnvironmental Health Unit Wells, Wastewater Treatment, Septic Tanks. - US Environmental Pratection Agency-Asbestos abatement. _ - Federa(Aviation Authori#y-Runways. - - I understand that the follawing restrictions apply to the use of fill: - Use of fill is nat allowed in F1ood Zone"V" unless expressiy permitted.. ` i - If the fill material is to be used in Flood Zone "A", it is understaod that a drainage plan addressing a "carripensating valttme" will be submitted at time of permitting which is prepared by a professional eng�neer licensed by the State of Florida. ' - If the fil! material is to be used in Floac! Zone "A" in connection with a permitted building using stem wall car�structian, 1 certify that fill wi(( be used only to fili the area vuithin the stem wail. - � - If fill material is ta be used in any area, I certify that use af such fill will not adversely affect adjacent praperties. if use of fill is faund ta adversely affec#adjacent properties, fhe owner may be c9ted far viaiating #he conditions of the building permit issued under the attached permit application, for lats less than one (1) acre which are elevated by fi(I, an engineered drainage plan is required. if i am the AGENT FOR THE OWNER, I promise in goad faith to inform the owner of the permitting conditions set forth in this affidavit p�ior to commencing construction. I understand that a separate permit may be eequired for electrica! work, plumbing, signs, wells, paals, air conditioning, gas, or other insta((ations not specifically included in the app(ication. A permit issued shall be canstrued to be a license ta proceed with the work and nat as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building ta�cial from thereafter requiring a carrection 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 months of permit issuance, or if work autharized by the permit is suspended or abandoned for a periad of six(6} manths after#he time the work is cammenced. An extension may be requested, in writing, from the Building Official for a period not ta exceed ninety (90) days and will demonstrate justifiable cause for the extensian. If work ceases far ninefy{90}consecutive days,the job is considered abandoned. WARNtNG TQ OWNER: YOUR FAEI.URE TO RECORD A NOTlCE OF COMMENCEMENT MAY RESULT tN Y4UR , PAYtNG TWICE FOR�MPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFCIRE RECORDING YOUR NOTlCE OF COMMENCEMENT. _ _� FLORlDAJtlRAT{F.S.117.Q3} _____-- -�---- — -, ------- -------____—.__ __ .— _ - - - - ' �—� �- OWNER OR AGENT CONTRACT4R�.—.'� - � Subsccibeci and swom to(ar sffirmed}before me this Subscribed and swom to�ar af6rmed}before tne this by by Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identiftcation. as identificatian. Notary Public Notary Public Commissian No. Commission No. Name of Notary typed,p�nted or stamped Name af Natary#yped,printed or stamped 3 City of Zephyrhills � ' BUILDING PLE1N REVIEW COMMENTS � I Contractor/Homeowner. vU � Date Received: �� �i — Site: �. �� � � �� Permit T e: � 'j'�'?-Cv' � ��� �=t �" � C., � Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ I I I I I I I I I This comment sheet shall be kept with the permit and/or plans. ._,._......_�._ _ � /�4� �,( �:l�ttrges — - Date Contractor and/or Homeowner I � � (Required when comments are present) ' �.I �8 �I I I � � 7/11%2016 PentairTDH Calculator I �� � ' ������ �" � f � �' I TDH CALClJ LATOR G��� 9r�����t�°���r� Flow Rate: 20 GPM Total Piping Lengths: Suction Lift: 0 Ft Inlet Side: 78 Ft Discharge Side: 72 Ft Maximum Pipe Velocity Allowed: Piping Sizes: (consult�our local code) Inlet Piping: 2.052 In Branch Piping: 6 FUSec Discharge Piping: 1.592 In Inlet Piping: 6 FUSec p�p�ng liead Loss at 20.00 GaUMin: Discharge Piping: 8 FUSec (not incuding fittings orvalves) Inlet Piping: 0.57 Ft Discharge Piping: 1.82 Ft For ad anced pools that contain multip/e suctions, this program may be inaccu�ate. Consult a hydraulics engineer. This program is for single pump sytems with a single body of water. ����.���o '��a�a�� ���3 ������9����0� Suggested Minimum Pipe Sizes: �/ Flow Rate: 20.00 GaVMin Branch Piping: 1.,5-tn—Z �� our Head Loss: 4.89 Ft Inlet Piping: 1.a-in Z Maxi�mum Flow Rate Discharge Piping: 1.5 In at I�llaximum RPM: 66.96 GaUMin IHead Loss at Maxi um Flow Rate: 52.74 Ft System Head Pressure Curve � 20 . � 15 _ ._ - - p , -- - -. - - _ �- - a i � - � � ... �10 -- � , , 2 5 - � }-- - - - -- � - � " SuperFlo VS-1600 rpm - - Clean System � _., - Desired Operation Point 0 �-� _ — 0 10 20 30 40 Volumetric Flow Rate(GPM) I https://www.pi ntairpartners.com/marketing/td�ndex.aspx �/2 7/11/2016 Pentair TDH Calculator ' ��8����� ���r�b��r��y�`�� '� � Components Head Loss at Name Quantity 20.00 Gal/Min IntelliChlor IC-20 1 0.21 2"x 2.5"3 way valve 1 -0.02 1.5"x 2"3way valve 2 0.01 Main Drain 1 0.19 Clean and Clear ' 1 0.19 3/4 inch Return 2 0.83 Skimmer 1.5" 1 0.28 Piping Inlet Discharge Head Loss at Name Quantity Quantity 20.00 Gal/Min 90 degree elbow 3 5 0.63 Tee Through 1 2 0.17 �� Pumps '� Name Quantity � SuperFlo VS 1 All Pentair frademarks and logos are owned by Pentair, Inc.lnfelliFloO IntelliCommO EasyTouchO IntelliTouchO,SunTouchO,and Eco Se/ectTM'are regisfered trademarks and/or trademarks of Pentair Water Pool and Spa,Inc.and/or its affliated companies in the United States and/or other countries. Unless express/y nofed,names and brands of fhird parties fhaf may be used in this documenf are not used fo indicafe an affiliafion or endorsement between the owners of these names and brands and Pentair Water Pool and Spa,Inc. Those names and brands may be the trademarks or registered trademarks of those fhird parties.Because we are continuously improving our products and services,Pentair reserves the right to change specifications wifhouf prior nofice.Penfair is an equal opporfunity employer. https://www.pentairpartners.com/marketingltdh/index.aspx y2 i .. . i , � r � A7 The Association af � �1 ��� Pool&Spa Professionals� I ANSUAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMA710N FQR RESIDENTIAL SWIMMING POOLS PRQIECT AN2E: CONTRACTOR NAME Baice Chalienger Poa1s AND ADD ESS AND ADDRESS: 5737 13th St. 6846 N. Dale Mabry Zephyrhills,Fla.33542 Tampa,Fla. 33614 own�eR:Ray&Kafe Boice CONTRACTQR PtiONE:fH�I3} SHE3-�'I Z� °AT�`71'1'[12016 1 7his inforrj�ation sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Flssociation of Pool and Spa ProfessionMais{APSP). !t is not part of the American Nationa!Standard AN5tJAP5P(ICG15a 2011 but is inciudet!for information only.Contractors should acquire andcompiy with tfie ANSiJAPSP/ICC-ISa 2011 standard which can be pvrchased at www.apsp.org. '� 1. §5.2.I�':Calculated paol volume Ia. Galions: s,s�7 ;or 1, 8,6�t7 gattons b.Cal¢ulated Gallons: 288 (surfaee areaJ X 4�0 (average depthJ X 7.48 (gal/ft^3J = $,617 2.§5.2.1:Calculated filtratian flow rate 2, 3s �pm I (Pool vol�me�36Q or 36gpm whichever is largerJ 3.§5.5.1:Pipe sizing: a.Minimum suction pipe diameter 3a. ��5 inches _ (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the some or more than item 2.j � b.Minirrsum suction branch pipe diameter 3b. ��5 inches � (Calculate:item 2. 36 (gpm)�Branch Pipes � (quontityj=branch flaw rate �6 (gpm). ' , Enter the smallest pipe size from Table 1 wlth o 6 fps flow capacity the same or more than the calculated suctron branch flow rate.) c.Minimum return pipe diameter 3c. �•5 inches (Enter the smatlest pipe size from Ta6te 1 with a 8 fps flow capacity the same or mare fhan item 2.) d.Minimum return branch pipe diameter 3d. �•5 inches (Calculate:ltem 2. � (gpm}=Branch Pipes � (quantify)=branch flow rate 36 (gFm). Enter the smallest pipe slze from Table 1 wlth o 8 fps ffow capacity the same or more than the colculated return branch flow rate.J � 4.§5.4.1:Fitter type and size: a.Fiiter type:(Cartridge,DE,Sond) 4� Cartridge b.Minimum filter area �b. 96.0 Sq � _ � (CQlculate:item 2. 36 (gpm)=filter factor �•�7`� {gpm/ft^2)J Fi/ter factors:Cartridge=0.3J5, Sand=25,Diatomaceons Earth=2 5. §5.4.{2:Backwash valve: � Yes, 0 No? 5, 2 inches (When using a batkwash vnlve,enter resutt of item 3c or 2 inches whichever is larger) (When used) Table 1 ,- - - - - -- •. , ,Pip'e Siie: � 1.5��� 2" 2:5,� 3" ,3.5,�. 4��+ • 5�� , 6�• � -- - - -- --..� . _.. ..-� - -'-- Nominat GPM @ 6 fps 38 83 90 138 185 238 374 540 Nominal GPM @ 8_fps, 51 84 119 184 247 317 499 720 6.Singte-speed pump setect'ton(when used): �i §5.1.1,5. .1:For singie-speed pumps with a totai horsepower 0.99 or less,find and enter a compliant pump from the Pool Pump Database. a.PUmp mOdel sa.Pentair SuperFlo VS b.Total horsepower 6b•��� ' 7.Mult-speed pump selection(when used): §53.2.1:Poots 37,Q00 galions or tess,seled pumpx from the database wiih a Curve A gpm fiow equat to ftem 2 orless. §5.3.2.Z:PIools 17,001 gallons or more,se/ect pump'from the data6ase with a Curve-C gpm flow equal to ltem 2 or less. or *Multi-spked pumps must have one speed listed that satisfies this requirement. 8.Pump model �a,Pentair SuperFio VS _ b.Pump flow �b• 29 gPm _ (¢5.3.2.1,53.2.2:Applicable Curve A or C gpm flow!lsted in database) I 3 17/15 ANSI/APSPJ�CC-15 Standard Writing Committee Form 1 of 2 � L — � -- - _. - - - - -- �`i . ANSI/APSP/ICC 15 EIVERGY EFFICIENCY COMPLIAfVCE INFORMATION FOR RESIDEIVTIAL SWIMMING POOLS Component Section Requirements Check 4.4.1.1 Heater has no pilot light � � 4.4.1.2 Readily accessible on-off switch mounted outside of the heater � , Heaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, ❑ 4.3.1.3 or for pool with 60%of documented pool heating from on-site solar or recovered energy. 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%,heat pump COP at least 4.0 � 5.1.1 Pool filter pump listed in database � 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speed � Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.33 pool loads are operating within 24 hours and programmed with temporary override capability for � servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. � 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. � System installed with solar,or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater,or built-in or � built-up connections,or dedicated pipe to and from the pool. 5.6 Directional inlets for mixing pool water. � 3/17/15 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 ' - - �'"�-- - I filllli 11111111i1 If1111111111111I111i IIIII i1111 iilil�Ilf 1i11 I : .+ 2016120196 i Rcpt:1790216 Rec: 10.00 � Dg: 8.�0 IT: 0.00 08101l2018 J. G. , Dpty Clerk Permi�No. Parcel iD No 1���ir�!G�?/C�"^Os7t� G��C.� NQTtCE OF COMlVIENCEMEN`T � State af ���� Caunty of 1��� THE UNDERS�GNED here6y gives notice that improvement wili be ma�e to certaip��, 1 pro erty,and 3n aqcor nce wifh Cha�te��71{3,Florida Statutes the following information is pravided in this Notice of Cammencement: ��F"3� �T�t'S�,L(7���� � ��Z�T 8'""""� '� '���'j`f��2��� 1. Descriptian of Properfy: Parce(Identification No. � I"`�e""�''��!�� � ( �' ��O_��C����� Street Address: ���� �3� � ,��������..�.�--�'�`�� — 2. General Descripfion of improvement�h�__�,�1„�.n��`�-r�—��� _ _ _ _ _ _ �v_ PRULA 5 0'NEIL,Ph.D PRSCO CLERK & COMPTROLLE 0$10112016 12:2P1 m 1 af 1 3. Owner Information ar Lessee information ifthe Lessee contracted farthe improvement: OR BK �,��� pG �1��, ' `i��-y�����.� ��c�. � Name 5��_���, �St. � a�►�l� — Address . City State Interest in Property: �t r �q1n.�.-Fi Name of Fee Simple Titiehaider: � �If differen#from Owner listed above) �---_. Address n��� „��S City State 4. Contractor: 1' � �"��tg tv�me'bA�.G tiUN4 1 �-I;ut�� `Tt�dvt�� �� Address 1 y�.�,� � Gity State Gontractar's i"elepnone No.: �i� 'C.tCJt.c' ���a • 5. Surety: IV':n Na—_m�r" ..—.. Address City � State Amount of Sond: $ Telephone No.. 6. Lender: � l6� Name �--+ Address City State Lendsr"s Telephone No.: 7. Persons within the State af Florida designated by the owner upon whom notices or ather documents may be served as provided by Sectian 713.13{1}{aj{7),Florida Statutes: � Neme �---�� Address City State Te(ephone Number of Designated Person: 8. In additian to himself,the owner designates of ""' fa receive a copy af the Lienor's Notice as provided in Sectian 713.13(1){b},F{orida Statutes. Telephone Number of Persan or Entity Designated by Owner: 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of consfrucfion and final payment to fhe contractor,but wi11 be one year from the date of recarding unless a different date is specified): WARNING TO OWNER; ANY PAYMENTS MADE BY TME OWNER AF`i"ER TI-iE EXPIRATION OF THE NOTICE OF CC}MNiENCEN]ENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULi iN YOUR PAYlNG TWlCE FOR IMPRQVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE f RECORDED AND POSTED ON THE JCiB SITE BEFOR�THE FIRST lNSPEGTION. IF YOU]NTEND TO OBTAIN FINANGING,GONSU[.T � WITH YOUR LENDER OR AN A1�fORNEY BEFORE COMMENCWG WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 1 ( Under penalty of perjury,I declare that 1 have read the foregoing notice of commencement and that the facts stated therein are true Yo the best ; of my knowledge and behef. I � STf,-tTE OF F�.4RlDA �. �u ���� �.,t�'LC.�.� COUNTY C1F AASCC3 � Signature o Owner ar Lessee,or Owner's or Lessee's Authorized � OfFicerlDirectorlPartnedManager � � � _ __ __- i . --- - - — __ __ __ � - - - ---—�'���� Signatory's Title/Office Th!foregoing instrument was acknowledged before me this�day of�� L 20�by��__�1� '� � )��-'1 � a� Q�[U'��(L,. {type af a h ty,e.g.,officer,trustee,attorney in fact)for ,, � (name of party o I f whom instrument was execufed). , � Pe'rsonalSy Knowsi 0 OR Produced iden8fcatian❑ - Notary Signature Type of Identification Produced �7"f� �z-i �i Z"���/ Name(Print) K.--4-t 1F�c1 A.11� `��►��..� ; � �r�� - � � � IDALMlS PENEl.LA =Or�Y P�:.�� MY GOMM►S310N#fF980379 � D(PIRES:APR 10,2020 °p� Bonded through 1 st State Insurance i i wpdatal6cslnoticecammencement pc453Q48 � � � � ������ � � - ; ���Q �• ,<• - - , �� a t���. ' o� �7q�TE OF F'LO&3iD.4, COUNTY�F P,4SC0 � °� q � - THIS IS T0 CERTIFY 1'HAT THE FOREGOING IS A ,�� ,�o� • � TRUE AND CORRECT COPY OF THE DOCUMENT � , �"�<�,y��' �, ON FILE OR OF PUBLIC RECORD IN THIS OFFICE � WI ESS MY MAND_A _D OFFICIAL SEAL THIS � ' � .0`� DAY OF 2 �� • o o '• �0� P S. O'NEI,L,CLE K O PTROLLE �e����'�� DEPUTY CLERK i _ � ^ �� D;U KE � � ENERGY� WR#1284094 J ly 22, 2016 Challenger Pools �946 N. Dale Mabry Hwy Tampa,FL 33614 813-886-9119 ' ida@challengerpools.com I Subject: 5737 13th St. I ear Challenger Pools: ank you for contacting Duke Energy Florida, LLC for a letter of no conflict regarding your pool construction. i O CONFLICT: Duke Ener Florida LLC has reviewed our existin facilities at the above gY , S � eferenced address and has found no apparent conflict at the proposed pool location. According ' o the drawing(s) you have provided Duke Energy Florida, LLC has no objection to the � roposed 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, Rebecca Grenewicz ' Project Coordinator Duke Energy Florida,LLC 2166 Palmetto St, Clearwater,FL 33765 1 I FLORIDA BUILDING CODE R4501 SPECIAL SPA REQUIREMENTS: ©,-FLOW THRU SPA - SKIMMER REQUIRED A° NO SKIMMER FOR SPA wiTH - - - THE POOL CONTRACTOR IS RESPONSIBLE FOR -MAXIMUM WATER DEPTH 4',MAXIMUM SEAT DEPTHTYPICAL GR FOR#3 3 INDEPENDENT FURNISHING ALL DETAIL DESIGN REQUIREMENTS 28",MAX FILTRATION SYSTEM FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH • SKIl,iMER RE9AR,2'OUT WITH -FLOOR SLOPE 1:12 #8 CU TO PUMP THE FLORIDA BUILDING CODE,AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE -STEPS:MIN.TREAD 10"X 12",'7 o "MIN.RISER,12"MAX O RISER EXCEPT THE BOTTOM STEP MAY BE 14"IF IT IS •�.{ tn Q CODES INCLUDING PLUMBING,ELECTRICAL AND THE SEAT.INTERMEDIATE TREADS AND RISERS TO OPTIONAL DECK W/ - - GAS. PIPING SHALL BE SCI-L 40 PVC,NSFpw,MAX. _ _ BE UNIFORM.IF THE SPA IS OPERATED J N ' +• - 1 y"PITCH IN 10 PRESSURE VELOCITY 10 FPS,SUCTION 6 FPS. W W M td cr) °J ` OPTIONAL 12V LIGHT RAIL OPTION THE POOL PLAN SHALL SHOW THE DESIGN INTERMITTENTLY IF CONTINUOUSIA SIX HOUR TURNOVER. . y W/IRANS.X"BRASS -MAXIMUM TEMPERATURE 104 DEGREES. .+ p aI c i I , PLUMBING AS PER THE SAMPLE WITH THE OR PVC(SEE NOTES) INFORMATION REQUIRED SHOWN. MAIN DRAIN -MEET ANSI/NSPI ARTICLE XVII SAFETY PLUMBING SHALL BE TWO DRAINS SII'ARATID BY 3' r NO LIMITATIONS TO INSTRUCTION/SAFETY SIGNS. -I WITH APPROVED ANSI/ASME Al 12.19.8.2009 COVERS.AS O (V -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINU'T'ES OR W v SHAPE EXCEPT FOR AN ALTERNATE THE APPROVED DRAINS MAY BE DIVING MEET LOCAL CODE IF GREATER ar.�. STEPS OPTIONAL PLACED ON DIFFERENT PLANES.THE TWO DRAINS Q id ai SHALL HAVE A COMMON SUCTION LINE. SUCTION 4 I b p . GRATES MAY BE USED IF APPROVED AT A MAXIMUM GENERAL DESIGN REQUIREMENTS >MAIN DRAIN REQUIRE - - - - .�. F - ENTRY REQUIRED - - CIRCULATION - - (TAMPER PROOF/SEE NOTES) OF I FPS AND THE SUCTION PIPING IS RECESSED -- - - - - ^1 QJ V Q' SWIM-OUT OR LADDER LINE FROM THE GRATE THE DISTANCE EQUAL TO THE -DESIGN,CONSTRUCTION AND WORKMANSHIP O c!1 o REQUIRED(GR/#8 CU) (SEE NOTES) >LIGHTING&BONDING SAME AS SUCTION PIPE SIZE.SKIMMERS DO NOT REQUIRE SHALL BE IN CONFORMITY WITH THE U -,WHERE DEPTH OVER POOL PROTECTION AND REQUIREMENTS OF APSP/ICC 3,APSP/ICC 4,APSP/ICC 5, • 5'DEEP(SEE NOTES) - -MUST >NO LIMITATIONS ON SHAPE BE DESIGNED FOR A MINIMUM 25 gpm. D AND APSP/ICC 6 AN APSPQCC 7 BASED ON THE _ THE FOLLOWING SHALL BE LABELED WITH POOL TYPE �+ RAH.OPTIONAL aH�'COMPt- 'N GENERAL SPA PLAN LABEL MARKER ARKE Pig( OFF E FILTER LOCATION:WiTCh -SEE NS IS FOR DIVING ET WATER R ENVELOPES. EPES,s (� GENERAL POOL PLAN pL`WORKG CQpEs �, INSTALLATION REQUIREMENTS_ » �p11." 1NG COD AND N.T.S. -ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE U N.T.S. F pR`DA�UI`DCCRIC COpE,�NANGES ELECTRICAL REQUIREMENTS: PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW jAT10N EPH`/RHILLS Or END MM).IN PRIVATE POOLS WHERE WATER DEPP INCHES THH (610 5 N-9"Min.EXCEPT FOR SEE NSPI 5 RE: Cl -WIRING AND BONDING AND ALL ELECTRICAL TO • SLOPING lINrRtEs.a'-0^MaxFEET(1524 MM)THERE SHALL BE LADDERS,STAIRS OR I. HANDHOLDS - _ - - - - - - - COMPLY WITH CHAPTER 42,FLORIDA BUILDING - - UNDERWATER BENCHES/SWIM-OUTS IN THE DEEP END.CODE APSP/ICC 2014 AND NEC 2011. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE 1� -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 r1 WATER ,�I`� FROM POOL,8"ABOVE WATER,J BOX 4'FROM POOL, -CIRCULATION SYSTEMS,COMPONENTS AND .�LINE BRASS TO J BOX OR TRANSFORMER WHICH EVER IS - EQUIPMENT SHALL COMPLY WITH NSF 50. - - _ _. EXCEPTION:ROPE AND - - _ / '"'' - FIRST EXCEPT WHERE PVC IS APPROVED. -- - -THE MAXIMUM TURNOVER RATE IS 12 HOURS. - '{ n • - FLOATS INSTALLED IF 8"Max Rf`` L -FILTERS SHALL HAVE AN AIR RELEASE AND - LESS THAN a'-6 Radius r+ 0 PRESSURE GAGE. 7 Max. - c%N�) 'tt'N�� - - - - -PUMPS 3 HP AND LESS SHALL MEET ANSIIUL1081 - F -- P� - ` - - - - - CORROSION RESISTANT WITH STRAINER AND MEET - 11A°Max THE REQUIRED FLOW. 3 Max. -SURFACE SKIMMERS SHALL MEET NSF 50 AND SAMPLE ONLY.EACH APPLICATION FOR PERMIT SHALL t BE BASED Or A TOTAL DYNAMIC HEAD OF 60 R THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET \ OF SURFACE AREA. i�` 8'Min.TO SLOPE CHANGE Determine System Flow Rate: -APPROVED MANUFACUTRED INLET I7TTNGS FOR THE Minimum Flow Rate Required:35gpm per skimmer(Requited:I Skimmer per 800 sf) RETURN OF RECIRCULATED POOL WATER SHALL BE POOL SECTION DETAIL PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 Pool Volume: 500 sq.ft x 4 ave depth x 7.481 dal/cf= 15,000 gallons SQUARE FEET(28 m2)OF SURFACE AREA SUCH INLET f _ Turnover Time in Hours: 6 hours x 60 min/hr= Q_minutes FITTINGS SHALL BE DESIGNED AND CONSTRUCTED TO - ��� _ - N`T• Flow Rate: 15.000 gallons/ 360 minutes= 4) .. gpm INSURE AN ADEQUATE SEAL TO THE POOL STRUCTUkE; AND SHALL INCORPORATE A CONVENIENT MEANS OF - SEALING FOR PRESSURE TESTING OF THE POOL - _ 1 f J 1 5B2836,6-20-07 I I CIRCULATION PIPING.WHEN MORE THAN ONE INLET IS- _ - FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS,THE USE OF REQUIRED,THE SHORTEST DISTANCE BETWEEN ANY TWO= - k AN UNDERGROUND BONDING CONDUCTOR MADE OF#8 AWG.BARE SOLID PIPE SIZING CHART(MAXIMUN) REQUIRED INLETS SHALL BE AT LEAST 10 FEET(3).48 MM)-f COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW •MAIN DRAINS AS OF 12-19-08 - -HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR. n • PIPE SUCTION PRESSURE _- _ J SUBGRADE,AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR ANSI/ASME Al 12.19.8-2007 UL 559. � SPA,IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE 1 y" 35 GPM 65 G PM DISINFECTANT EQUIPMENT SHALL COMPLY WITH:- i_C1 t WITH s.68026(c)OF THE NATIONAL ELECTRICAL CODE. 2" 60 105 NSF 50. ° t 2) 90 147 4 POOL -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR - -= i J 3" 135 MEET LOCAL CODE IF GREATER I- 5 PAVERS OR a^ 396 -RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO o FOOTING 4"DECK 2,500 DECK FINISH MIN.GRATE OPEN AREA=FLOW/17.8 MEET SECTONS 4542 17 I OPTIONAL I psi(Min•)CONC. - PER CONTRACT - FOR POOLS WITH VOLUME-15,000 GALS. - -- FOR VELOCITY 6'/SEC -WASTE DISPOSAL TO COMPLY WITH SECTION 4542.10Revision W/FIBER MESH (NON-SLIP) # Desert Date - PUMP:STARITE P6E6DL OR HAYWARD SUPERB - - _ 3:HP 42 GPM 60'TORri CLEANER IT HAS BEEN CERTIFIED THAT THESE DESIGN I TURNOVER RATE—6 HOURS—360 MINS. LINE REQUIREMENTS ARE IN COMPLIANCE WITH THE „ FII TER:sTARr1E PTM so,50 GPM oR FLORIDA BUILDING CODE R4501,5TH EDITON 4542-2014, B POOL FINISH HAYWARD C751.73 GPM CAPACITY O ANSI/APSP/ICC 3, PER CONTRACT �,A,1,DRAIN HAYWARD w6,PM ANSI/APSPacc a,ANsvAPSPacc 5,AND ANsvAPSP/Icc 6 AND Date: July 1,2O15 BEAM&"7"BAR ANSI/APSP/ICC 7. Drawn b RJP 8"X 8"FOOTING - CLEANER:HAYWARD VAC IAC - - - Y• - - - W/(2)#3 BARS OPTIONAL OR(1)#5 BAR 6"-4- — FR41SHTTE oR — •EXPOSED ,s - 6"Min.WALL&FLOOR THICKNESS.3,500 psi(MIN.)CONC.#3 BARS ON AGGREGATE MAIN SUCTION PIPE SIZE 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 SIZE • Structural subject to suitable soil conditions. - - CLEANER/VAC PIPE SIZE - _ - CHALLENGER POOLS _ - - - - POOL/SPA, DECK, BEAM, WALL, FLOOR EQUIPMENT RESIDENCE RETURN SUCTION PIPE SIZE 1 n - LOCATION - - - - - - _ -- _ - • N.T.S. _ - - 1 ilJ,t= i1 J .f�l � ._ ,` ,I. I::� 11 � '•f . �� ,. _ • iL + - - - - - - - - - - -- - /lrzi≥�jriia..I.�sW,�ii . t J� !. _ - i 4 ils�.11��..r. - •�:yY,is sLi' Ii � - _ _ — _ _ — — _ _ — _— _ _ — ' o a SECTION 11 , TOWNSHIP 26 SOUTH, RANGE 21 EAST - T * .- - DENOTES LINE NOT DRAWN oy� O PASCO COUNTY,, FLORIDA N 1 TO SCALE - JL = 6 •. ;o �° :: :.f'4:, �•• N • ` ; • . moo. DESCRIPTION x °� `o. 4;= ' ��,�,► LOT 6, 7 AND THE NORTH 1/2 OF LOT 8, BLOCK 71, CITY OF b O� 5 : oi - P ZEPHYRHILLS, (FORMERLY TOWN OF ZEPHYRHILLS), A L Fl r •; SUBDIVISION ACCORDING TO THE PLAT•THEREOF RECORDED AT / Q , p� " • PLAT BOOK 1, PAGE 54, IN THE PUBLIC RECORDS OF PASCO I ' .— COUNTY, FLORIDA. s - - b a ✓ , �K s 0• 1j' o• c 0. . NOTES 1. THIS MAP REPRESENTS A BOUNDARY SURVEY. FIXED IMPROVEMENTS LOCATED. ��d p•� �y-� a -� 2. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL.OF A { f /z FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO E I. \° 3 �'0 SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR - O. � ko PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY I % L. / OR PARTIES. / d o 3. NO APPARENT SURFACE ENCROACHMENTS EXCEPT AS SHOWN HEREON. 5fs658Z �" Z9� UNDERGROUND ENCROACHMENTS OR UTILITIES (IF ANY) NOT LOCATED IN • • ` � CONJUNCTION WITH THIS SURVEY. 4. DESCRIPTION SHOWN HEREON FURNISHED BY PREMIUM TITLE, INC. • o 2 �R s 5. BEARINGS SHOWN HEREON ARE BASED ON ASSUMED DATUM AND a ` \ . om. REFERENCED TO THE WEST R/W LINE OF 13TH STREET AS BEARING °50 '3N. 2500"00" W. 6. THIS SURVEY PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT . / i;Q� THIS SURVEYOR NOT RESPONSIBLE *FOR EASEMENTS. ADDITIONAL RIGHTS-. BL 7 0 / . / 'o OF-WAYS OR OTHER ENCUMBRANCES OF RECORD NOT FURNISHED TO THIS 'O O. pi i - G I�� � / 65 / OFFICE. S . ,� i 7. ANY-REPRODUCTION OR DISTRIBUTION OF THIS SURVEY MAP OR •REPORT ® lNo $ /l / °o. WITHOUT THE EXPRESS WRITTEN CONSENT OF SIMMONS & 'BEALL, INC. IS < `a c / \__J ` - 0 OO ' / STRICTLY PROHIBITED. THIS SURVEY MAP HEREON.REPORT SIM IS VAUD ONLY BEALL, INC. E A: cs; THOSE INDIVIDUALS OR ENTITIES NAMED M , ��` ✓ / °. ' lF 1 ,�I2� / . •AND/OR THE SIGNING PARTY ASSUMES NO RESPONSIBILITY TO ADDITIONAL . / 15 s° ç / oo PARTIES FOR ITS UNAUTHORIZED USE. \ / L� / 8. FENCE LOCATIONS MAY BE ENLARGED FOR CLARITY AND MAY NOT BE TO i � �` / / SCALE. `" _ 9. THE LAND SHOWN HEREON APPEARS TO BE LOCATED IN FLOOD .ZONE "X" Gam o N ` / ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. • \ / -' 12101C 0456F, DATED 09/26/2014. \ °Ro / / AL ALL ,r 1° (D) Deed or Description SIMMONS & B E INC.C. 10 CM Concrete Monument SURVEYING & MAPPING P0B —— Point of Beginning P.C.P. — Permanent Control Point p" •IP� P.R.M. — Permanent Reference Monument 51�y A000 ``� R/W — Right of Way P.O. 80X 1297 / C ,,\v RRS. — Railroad Spike D `b / �p L P� N&D — Nail and Disk D DADE CITY, FLORIDA 33526 �o.4 1��• (C) — Computed Data , ( 352 567 — 0048 ✓ P.C. — Point of Curvature / .{ FAX ( 352 ) 567 — 0675 P.T. — Point of Tangency • L ` B-NUMBER 6382 Q� ( IP. — iron Pipe (F) — Field Data (P) — Plot IR. — Iron•Rod Date of Survey : 05-13-2016 Drawn by : MWB S. — Found — Center Line Date of Plat : OS-1 6-2016 Checked by : BWS `°o PREPARED BY 2 o• AC — Air Conditioner NR — Non Radial Job Number : 2016-058 Sheet ONE OF ONE MAURICE W. BEALL EVISIONS Professional Surveyor R CERTIFIED TO:RAYMOND BOICE & KATE BOICE .51 VI° Florida Registration Number 4281 PREMIUM TITLE, INC. N NOT VALID UNLESS IMPRINTED WITH RAISED SEAL OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY _ -- ' p i' ! -i, i i rui,; r' 'ri iti• i- 'ilii;.�i`;. i' is .1':i'� '': iia.. .-.a� I.'::ii"1!,' ri! I ;i7 ; , Page is too large to OCR.